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Home My WebLink AboutSite Certifications - 08/26/2022Grading/StormwaterCertification Accepted (Certificate of Occupancy Released) Acceptedby: Date: Escrow was held for CO and is now released we Stormwater Facility Name: Facility Location & Jurisdiction: User Input: Watershed Characteristics User Defined User Defined User Defined User Defined Watershed Slope =0.020 ft/ft Stage [ft] Area [ft^2] Stage [ft] Discharge [cfs] Watershed Length =200 ft 0.00 1,371 0.00 0.00 Watershed Area = 1.21 acres 1.00 1,371 1.00 1.24 Watershed Imperviousness = 80.0%percent 2.00 1,371 2.00 2.48 Percentage Hydrologic Soil Group A = 100.0%percent 3.00 1,371 3.00 3.72 Percentage Hydrologic Soil Group B =percent 4.00 1,371 4.00 4.96 Percentage Hydrologic Soil Groups C/D =percent 5.00 1,371 5.00 6.20 6.00 1,371 6.00 7.44 Erie 17 6.80 1,371 6.80 8.43 WQCV Treatment Method = 12.00 hours After completing and printing this worksheet to a pdf, go to: https://maperture.digitaldataservices.com/gvh/?viewer=cswdif create a new stormwater facility, and attach the pdf of this worksheet to that record. Routed Hydrograph Results Design Storm Return Period =WQCV 2 Year 5 Year 10 Year 50 Year 100 Year One-Hour Rainfall Depth =0.53 0.81 1.11 1.39 2.24 2.68 in Calculated Runoff Volume =0.026 0.060 0.085 0.110 0.188 0.232 acre-ft OPTIONAL Override Runoff Volume =acre-ft Inflow Hydrograph Volume =0.026 0.060 0.084 0.109 0.187 0.232 acre-ft Time to Drain 97% of Inflow Volume =1.9 1.9 1.9 1.9 1.9 1.9 hours Time to Drain 99% of Inflow Volume =2.2 2.2 2.2 2.2 2.2 2.2 hours Maximum Ponding Depth =0.29 0.66 0.93 1.20 2.05 2.53 ft Maximum Ponded Area =0.03 0.03 0.03 0.03 0.03 0.03 acres Maximum Volume Stored =0.009 0.021 0.029 0.038 0.064 0.080 acre-ft Location for 1-hr Rainfall Depths (use dropdown): Workbook Protected Worksheet Protected Stormwater Detention and Infiltration Design Data Sheet West Pond Fort Collins, CO SDI_Design_Data_v1.08 - WEST POND.xlsm, Design Data 6/29/2022, 10:35 AM WQCV_Trigger = 1 RunOnce= 1 CountA=1 Draintime Coeff=0.8 0 1 2 3 #N/A #N/A 0 1 2 3 #N/A #N/A Check Data Set 1 Check Data Set 1 Area Discharge Stormwater Detention and Infiltration Design Data Sheet 0 1 2 3 4 5 6 0.1 1 10 FL O W [ c f s ] TIME [hr] 100YR IN 100YR OUT 50YR IN 50YR OUT 10YR IN 10YR OUT 5YR IN 5YR OUT 2YR IN 2YR OUT WQCV IN WQCV OUT 0 0.5 1 1.5 2 2.5 3 0.1 1 10 100 PO N D I N G D E P T H [ f t ] DRAIN TIME [hr] 100YR 50YR 10YR 5YR 2YR WQCV SDI_Design_Data_v1.08 - WEST POND.xlsm, Design Data 6/29/2022, 10:35 AM Stormwater Facility Name: Facility Location & Jurisdiction: User Input: Watershed Characteristics User Defined User Defined User Defined User Defined Watershed Slope =0.020 ft/ft Stage [ft] Area [ft^2] Stage [ft] Discharge [cfs] Watershed Length =200 ft 0.00 1,371 0.00 0.00 Watershed Area = 0.73 acres 1.00 1,371 1.00 0.62 Watershed Imperviousness = 71.0%percent 2.00 1,371 2.00 1.24 Percentage Hydrologic Soil Group A = 100.0%percent 3.00 1,371 3.00 1.86 Percentage Hydrologic Soil Group B =percent 4.00 1,371 4.00 2.48 Percentage Hydrologic Soil Groups C/D =percent 5.00 1,371 5.00 3.10 6.00 1,371 6.00 3.72 Erie 17 6.20 1,371 6.20 3.84 WQCV Treatment Method = 12.00 hours After completing and printing this worksheet to a pdf, go to: https://maperture.digitaldataservices.com/gvh/?viewer=cswdif create a new stormwater facility, and attach the pdf of this worksheet to that record. Routed Hydrograph Results Design Storm Return Period =WQCV 2 Year 5 Year 10 Year 50 Year 100 Year One-Hour Rainfall Depth =0.53 0.81 1.11 1.39 2.24 2.68 in Calculated Runoff Volume =0.014 0.031 0.044 0.057 0.101 0.127 acre-ft OPTIONAL Override Runoff Volume =acre-ft Inflow Hydrograph Volume =0.013 0.031 0.043 0.057 0.100 0.126 acre-ft Time to Drain 97% of Inflow Volume =3.0 3.0 3.0 3.0 3.0 3.0 hours Time to Drain 99% of Inflow Volume =3.7 3.7 3.7 3.7 3.7 3.7 hours Maximum Ponding Depth =0.19 0.45 0.63 0.84 1.47 1.84 ft Maximum Ponded Area =0.03 0.03 0.03 0.03 0.03 0.03 acres Maximum Volume Stored =0.006 0.014 0.020 0.026 0.046 0.058 acre-ft Location for 1-hr Rainfall Depths (use dropdown): Workbook Protected Worksheet Protected Stormwater Detention and Infiltration Design Data Sheet East Pond Fort Collins, CO SDI_Design_Data_v1.08 - EAST POND.xlsm, Design Data 6/29/2022, 10:51 AM WQCV_Trigger = 1 RunOnce= 1 CountA=1 Draintime Coeff=0.8 0 1 2 3 #N/A #N/A 0 1 2 3 #N/A #N/A Check Data Set 1 Check Data Set 1 Area Discharge Stormwater Detention and Infiltration Design Data Sheet 0 0.5 1 1.5 2 2.5 3 0.1 1 10 FL O W [ c f s ] TIME [hr] 100YR IN 100YR OUT 50YR IN 50YR OUT 10YR IN 10YR OUT 5YR IN 5YR OUT 2YR IN 2YR OUT WQCV IN WQCV OUT 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 0.1 1 10 100 PO N D I N G D E P T H [ f t ] DRAIN TIME [hr] 100YR 50YR 10YR 5YR 2YR WQCV SDI_Design_Data_v1.08 - EAST POND.xlsm, Design Data 6/29/2022, 10:51 AM DOHN CONSTRUCTION, INC. SUBMITTED FOR APPROVAL By: Dohn Construction, Inc. 2642 Midpoint Drive Fort Collins, CO 80525 Attention: Lorne Bourdo OZ Architecture 3003 Larimer St. Denver, CO 80205 RE:Project: 223 Willow Apartments Subcontractor/Supplier: Martin & Sons Excavating, Inc., 970-635-0404 Submittal #: 76, Revision: 0 Please review the following submittal(s) and return to Kayla Utter. Submittal Item Status Date Submitted Spec. No. 2 : Stormtech Shop Drawings For Approval 07/29/2019 310200-002 General Contractor: Architect/Engineer: DOHN CONSTRUCTION, INC. REJECTED NO EXCEPTIONS TAKEN MAKE CORRECTION NOTED REVISE AND RESUBMIT BY Kayla Utter DATE 7/29/2019 Remarks: DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. R 05/01/18 S082576 HB GFI FORT COLLINS - CO REV DWN CKD DESCRIPTION 11/15/18 DRW DAF RELOCATE PER NEW IMAGE 03/27/19 GDL JPR REVISED PER PLAN WILLOW STREET RESIDENCE 0010' 20' 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality 16.35' 13.75' 10.10' DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. R 05/01/18 S082576 HB GFI FORT COLLINS - CO REV DWN CKD DESCRIPTION 11/15/18 DRW DAF RELOCATE PER NEW IMAGE 03/27/19 GDL JPR REVISED PER PLAN WILLOW STREET RESIDENCE 0015' 30' 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality 6.75' 4.25' DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. R 05/01/18 S082576 HB GFI FORT COLLINS - CO REV DWN CKD DESCRIPTION 11/15/18 DRW DAF RELOCATE PER NEW IMAGE 03/27/19 GDL JPR REVISED PER PLAN WILLOW STREET RESIDENCE 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. R 05/01/18 S082576 HB GFI FORT COLLINS - CO REV DWN CKD DESCRIPTION 11/15/18 DRW DAF RELOCATE PER NEW IMAGE 03/27/19 GDL JPR REVISED PER PLAN WILLOW STREET RESIDENCE 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. R 05/01/18 S082576 HB GFI FORT COLLINS - CO REV DWN CKD DESCRIPTION 11/15/18 DRW DAF RELOCATE PER NEW IMAGE 03/27/19 GDL JPR REVISED PER PLAN WILLOW STREET RESIDENCE 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 ADVANCED DRAINAGE SYSTEMS, INC. R 05/01/18 S082576 HB GFI FORT COLLINS - CO REV DWN CKD DESCRIPTION 11/15/18 DRW DAF RELOCATE PER NEW IMAGE 03/27/19 GDL JPR REVISED PER PLAN WILLOW STREET RESIDENCE 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DOHN CONSTRUCTION, INC. SUBMITTED FOR APPROVAL By: Dohn Construction, Inc. 2642 Midpoint Drive Fort Collins, CO 80525 Attention: Lorne Bourdo OZ Architecture 3003 Larimer St. Denver, CO 80205 RE:Project: Willow Street Apartments Subcontractor/Supplier: Martin & Sons Excavating, Inc., 970-635-0404 Submittal #: 80, Revision: 0 Please review the following submittal(s) and return to Kayla Utter. Submittal Item Status Date Submitted Spec. No. 2 : Drain Basin Shop Drawings R2 For Approval 03/02/2020 310200-004 General Contractor: Architect/Engineer: DOHN CONSTRUCTION, INC. REJECTED NO EXCEPTIONS TAKEN MAKE CORRECTION NOTED REVISE AND RESUBMIT BY Kayla Utter DATE 2/10/2020 Remarks: DOHN CONSTRUCTION, INC. SUBMITTED FOR APPROVAL By: Dohn Construction, Inc. 2642 Midpoint Drive Fort Collins, CO 80525 Attention: Lorne Bourdo OZ Architecture 3003 Larimer St. Denver, CO 80205 RE:Project: 223 Willow Apartments Subcontractor/Supplier: Martin & Sons Excavating, Inc., 970-635-0404 Submittal #: 76, Revision: 0 Please review the following submittal(s) and return to Kayla Utter. Submittal Item Status Date Submitted Spec. No. 1 : Precast Utilities Shop Drawings For Approval 07/29/2019 310200-001 General Contractor: Architect/Engineer: DOHN CONSTRUCTION, INC. REJECTED NO EXCEPTIONS TAKEN MAKE CORRECTION NOTED REVISE AND RESUBMIT BY Kayla Utter DATE 7/29/2019 Remarks: – – ” www.oldcastleprecast.com OLDCASTLE PRECAST L P: l F: ENGINEERING SUBMITTAL FOR CONCRETE PRODUCTS Note: #1 Submittal Package: Oldcastle Precast Oldcastle Precast Oldcastle Precast 8392 W. Riverview Pkwy 427 N. Front St. 1820 E. Hwy 402 Littleton, CO. 80125 Platteville, CO. 80651 Loveland, CO. 80537 303-791-1100 PHONE 970-785-6066 PHONE 970-669-0535 PHONE 303-791-1120 FAX 970-785-6087 FAX 970-669-0674 FAX PR O D U C T W E I G H T S 1) M I N . D E S I G N C R I T E R I A I S A S N O T E D U N L E S S OT H E R W I S E S P E C I F I E D 2) D E S I G N L O A D I N G S : A. A A S H T O H S - 2 0 - 4 4 , W / I M P A C T B. S O I L W E I G H T = 1 2 0 P C F C. D E P T H O F O V E R B U R D E N : 0 . 0 " M I N . - 5 . 0 " M A X D. A S S U M E D W A T E R T A B L E : 5 ' B E L O W G R A D E E. E Q U I V . F L U I D P R E S S U R E = 5 5 P C F F. 8 0 P S F L A T E R A L L I V E L O A D S U R C H A R G E 3) C O N C R E T E 2 8 D A Y C O M P R E S S I V E S T R E N G T H SH A L L B E 6 0 0 0 P S I ( M I N . ) 4) S T E E L R E I N F O R C E M E N T : R E B A R , A S T M A - 7 7 5 5) G R A D E 6 0 6) C E M E N T : A S T M C - 1 5 0 S P E C I F I C A T I O N S DE S I G N N O T E S LI D - B I L L O F M A T E R I A L S NO N - S K I D L I D D E T A I L N. T . S . VI E W P SC A L E : 1 / 2 " = 1 ' - 0 " VI E W A SC A L E : 1 / 2 " = 1 ' - 0 " VI E W B SC A L E : 1 / 2 " = 1 ' - 0 " P 1A1 B 1 BA S E - B I L L O F M A T E R I A L S BA F F L E - B I L L O F M A T E R I A L S Pl e a s e no t e : th i s is no t a s t a n d a r d S a n d / O i l In t e r c e p t o r . It i s u p t o t h e c u s t o m e r / d e s i g n en g i n e e r t o v e r i f y t h a t t h i s i s ac c e p t a b l e . VI E W P SC A L E : 1 / 2 " = 1 ' - 0 " VI E W A SC A L E : 1 / 2 " = 1 ' - 0 " P 2 C 3 B 3 NO T C H D E T A I L SC A L E : 1 " = 1 ' - 0 " TY P . O T H E R SI D E D 3 A 2 FO R S T R I P P I N G ON L Y FO R R O L L I N G ON L Y FO R S T R I P P I N G AN D R O L L I N G VI E W B SC A L E : 1 / 2 " = 1 ' - 0 " BA F F L E SC A L E : 1 / 2 " = 1 ' - 0 " VI E W D SC A L E : 1 / 2 " = 1 ' - 0 " DIMENSIONAL DATA SHEET A•LOK® X-CEL, PREMIUM & STM CONNECTOR / EQUIPMENT WEB:WWW.A-LOK.COM • E-MAIL: INFO@A-LOK.COM • PHONE 1-800-822-2565 November, 2011 – SUPERCEDES ALL PREVIOUS INFORMATION AND IS SUBJECT TO CHANGE WITHOUT NOTICE. CROSS SECTION A•LOK® CONNECTOR / MANDREL NUMBER NOMINAL PIPE OD +/- 0.25” A•LOK® CONNECTOR / MANDREL I.D. Mandrels Field Sleeves NOTES Round Flat Round Flat xx92 *140 4.25” 3.25” X X X X *150 4.50” 3.50” X X X X *160 4.75” 3.75” X X X X *165 5.00” 4.00” X X X X *170 5.25” 4.25” X X X X 185 5.75” 4.75” X X *200 6.25” 5.25” X X X X *210 6.50” 5.50” X X X X *225 6.875” 5.875” X X X X *235 7.25” 6.25” X X X X 240 7.50” 6.50” X X X X 255 7.82” 6.82” X X X X xx93 *285 8.50” 7.00” X X X X *300 9.00” 7.50” X X X X *310 9.25” 7.75” X X X X *320 9.50” 8.00” X X 325 9.75” 8.25” X X 330 10.00” 8.50” X X 340 10.25” 8.75” X X X X *350 10.50” 9.00” X X X X 355 10.75” 9.25” X X X X *370 11.25” 9.75” X X X X 380 11.50” 10.00” X X X X *385 11.75” 10.25” X X X X 390 12.00” 10.50” X X X X 400 12.25” 10.75” X X X X *410 12.50” 11.00” X X X X 415 12.75” 11.25” X X X X *425 13.00” 11.50” X X X X 440 13.25” 11.75” X X X X 455 14.00” 12.50” X X 470 14.25” 12.75” X X X X 475 14.375” 12.825” X X 480 14.75” 13.25” X X X X 490 15.25” 13.75” X X X X 500 15.50” 14.00” X X 520 16.00” 14.50” X X X X 525 16.25” 14.75” X X X X 535 16.50” 15.00” X X 540 16.625” 15.125” X X X X 560 17.00” 15.50” X X X X 570 17.50” 16.00” X X X X IMPORTANT – THE TYPE AND OUTSIDE DIAMETER (OD) OF THE PIPE WILL BE REQUIRED WHEN PLACING AN ORDER FOR CONNECTORS AND EQUIPMENT TO INSURE PROPER SELECTION. ALL DIMENSIONS SUBJECT TO MANUFACTURERS TOLERANCE. MANDREL AND FIELD SLEEVE LISTED WITH “X” ARE CURRENTLY AVAILABLE FOR STANDARD STRUCTURE CONFIGURATIONS. ITEM WITH BLANKS WILL REQUIRE REVIEW BEFORE ORDERING. *410 12.50” 11.00” *410 12.50” 11.00” *410 12.50” 11.00” STORM SEWER www.oldcastleprecast.com Copyright © PIPE JOINT CONCRETE PIPE JOINT DETAILS M-603-2 2011 Profile Joint Profile Joint O-Ring Joint Inside Dia. (in.)Joint Type Gasket Type Wall Thickness A (in.) Pipe O.D. B (in.) Bell O.D. C (in.) Spigot Joint Dia. D (in.) Bell Joint Dia. E (in.) Joint Depth F (in.) Bell Length G (in.) www.oldcastleprecast.com Copyright © JOINT GAP CONCRETE PIPE JOINT DETAILS MAXIMUM ALLOWABLE JOINT GAP M-603-2 2011 Profile Joint - Maximum Joint Gap Detail Inside Dia. (in.) Joint Depth (in.) Shoulder Depth (in.) Factor of Safety (in.) Bevel Depth (in.) Max. Joint Gap (in.) Inside Dia. (in.) Joint Depth (in.) Shoulder Depth (in.) Factor of Safety (in.) Bevel Depth (in.) Max. Joint Gap (in.) P www.oldcastleprecast.com Copyright © RCP CIRCULAR REINFORCED CONCRETE PIPE M-603-2 2011 Assembled Cross Section Section Isometric View Inside Dia. (in.) Bell Dia. (in.) Wall Thickness (in.) Joint Length (ft.) Weight Per Foot (lbs./ft.) Inside Dia. (in.) Bell Dia. (in.) Wall Thickness (in.) Joint Length (ft.) Weight Per Foot (lbs./ft.) DOHN CONSTRUCTION, INC. SUBMITTED FOR APPROVAL By: Dohn Construction, Inc. 2642 Midpoint Drive Fort Collins, CO 80525 Attention: Lorne Bourdo OZ Architecture 3003 Larimer St. Denver, CO 80205 RE:Project: 223 Willow Apartments Subcontractor/Supplier: Martin & Sons Excavating, Inc., 970-635-0404 Submittal #: 76, Revision: 0 Please review the following submittal(s) and return to Kayla Utter. Submittal Item Status Date Submitted Spec. No. 3 : Water Sewer Storm Product Data For Approval 07/29/2019 312000-003 General Contractor: Architect/Engineer: DOHN CONSTRUCTION, INC. REJECTED NO EXCEPTIONS TAKEN MAKE CORRECTION NOTED REVISE AND RESUBMIT BY Ka yla Utter DATE 7/29/2019 Remarks: 4411 Woods Ave Loveland, CO Phone: (970) 278-0944 Fax: (970) 278-0955 We are proud to provide submittals for the following project: JOB NAME: 223 WILLOW SPEC: FORT COLLINS Prepared for: MARTIN N SONS EXCAVATIN 18868 COUNTY ROAD 3 BERTHOUD, CO 80513 Note to submittal reviewer: For some products, we submit more than one manufacturer. We stock both products and they meet the same specifications. Considering current product availability, specifying only one manufacturer may delay shipment. Submitted by Ferguson Waterworks -S T O R M- ADS, Inc. Drainage Handbook Specifications 1-4________________________________________________________________________________________________ ADS, Inc., February 2007 ADS N-12® WT IB PIPE SPECIFICATION Scope This specification describes 4- through 60-inch (100 to 1500 mm) ADS N-12 WT IB pipe for use in gravity-flow applications. Pipe Requirements N-12 WT IB pipe 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 with the N-12 WT IB joint meeting the requirements of AASHTO M252, AASHTO M294, or ASTM F2306. 4- through 60-inch (100 to 1500 mm) shall be watertight according to the requirements of ASTM D3212. Gaskets shall be made of polyisoprene meeting the requirements of ASTM F477. Gaskets shall be installed by the pipe manufacturer and covered with a removable, protective wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 12- through 60-inch (300 to 1500 mm) diameters shall have a reinforced bell with a bell tolerance device. The bell tolerance device shall be installed by the manufacturer. Fittings Fittings shall conform to AASHTO M252, AASHTO M294, or ASTM F2306. Field Pipe and Joint Performance To assure watertightness, field performance verification may be accomplished by testing in accordance with ASTM C969. Appropriate safety precautions must be used when field-testing any pipe material. 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, and 435400C for 12- through 60-inch (300 to 1500mm) diameters, as defined and described in the latest version of ASTM D3350, except that carbon black content should not exceed 5%. The 12- through 60-inch (300 to 1500mm) 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 respectively. Installation 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 60-inch (1500 mm) diameters, the minimum cover shall be 2 ft. (0.6 m) in single run applications. 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 Pipe I.D. in (mm) 4 (100) 6 (150) 8 (200) 10 (250) 12 (300) 15 (375) 18 (450) 24 (600) 30 (750) 36 (900) 42 (1050) 48 (1200) 60 (1500) Pipe O.D.** in (mm) 4.8 (122) 6.9 (175) 9.1 (231) 11.4 (290) 14.5 (368) 18 (457) 21 (533) 28 (711) 36 (914) 42 (1067) 48 (1219) 54 (1372) 67 (1702) *Check with sales representative for availability 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. (200) 8 12 15 (300) (375) (231) 14.5 18 (368) (457) ADS N-12® WT IB PIPE SPECIFICATION ADS, Inc. Drainage Handbook Specifications 1-5________________________________________________________________________________________________ ADS, Inc., February 2007 N-12® WT IB JOINT SYSTEM (Joint configuration & availability subject to change without notice. Product detail may differ slightly from actual product appearance.) -SEWER- I Dixon Worm Gear Clamps • four-piece construction • clamp meets SAEJ1508 which supercedes Mil Spec WW-C-440B • screw design: 5/16" slotted hex head • maximum recommended torque 50 in. lbs. • all clamps sold 10 per box Style HS material: • band and housing: SAE 201/301 series stainless • screw: SAE 1018 case-hardened steel, zinc plated and chromate dipped Style HSS material: • band and housing: SAE 201/301 series stainless • screw: SAE 300 series stainless Band Width Hose OD style HS Case Qty style HSS Case Qtyfrom to Part # Price/E Part # Price/E 1/2" 9/16" 28/64" 32/64" 36/64" 44/64" 52/64" 52/64" 1-4/64" 1-20/64" 1-36/64" 1-52/64" 2-4/64" 2-20/64" 2-36/64" 2-52/64" 3-4/64" 3-20/64" 3-36/64" 1-56/64" 2-32/64" 3-8/64" 3-40/64" 4-8/64" 5-40/64" 7-8/64" 9-24/64" 10-8/64" 10-56/64" 11-40/64" 12-24/64" 13-8/64" 17-8/64" 50/64" 58/64" 1-4/64" 1-16/64" 1-32/64" 1-48/64" 2" 2-16/64" 2-32/64" 2-48/64" 3" 3-16/64" 3-32/64" 3-48/64" 4" 4-16/64" 4-32/64" 5" 5-32/64" 6" 6-32/64" 7" 8-32/64" 10" 12-16/64" 13" 13-48/64" 14-32/64" 15-16/64" 16" 20" $1.25 1.25 1.25 1.30 1.30 1.30 1.30 1.30 1.30 1.35 1.80 2.05 2.05 2.25 2.25 2.35 2.35 2.50 2.90 2.95 3.00 3.05 4.10 4.40 4.85 5.05 5.45 6.00 6.50 6.90 8.40 200 200 500 500 500 500 500 500 500 500 200 200 200 200 200 200 200 100 100 100 100 100 100 100 100 100 100 100 100 100 100 $1.60 1.60 1.60 1.65 1.65 1.70 1.70 1.70 1.70 1.80 2.00 2.30 2.30 2.45 2.45 2.55 2.55 2.80 2.90 3.25 3.35 3.15 5.00 5.50 6.00 6.10 6.40 6.85 7.55 8.40 9.65 200 200 500 500 500 500 500 500 500 500 200 200 200 200 200 200 200 100 100 100 100 100 100 100 100 100 100 100 100 100 100 • screw design: 1/4" slotted hex head • maximum recommended torque 15 in. lbs. •all clamps sold 10 per box Band Width Hose OD style MH Case Qty style MAH Case Qtyfrom to Part # Price/E Part # Price/E 5/16" 14/64" 28/64" 32/64" 36/64" 44/64" 60/64" 1-12/64" 40/64" 50/64" 58/64" 1-4/64" 1-16/64" 1-32/64" 1-48/64" $1.00 1.00 1.20 1.20 1.25 1.25 1.30 500 500 200 200 200 200 200 $1.20 1.20 1.45 1.45 1.55 1.55 1.60 500 500 200 200 200 200 200 Style MH material: • band and housing: SAE 201/301 series stainless • screw: SAE 1018 case-hardened steel, zinc plated and chromate dipped Style MAH material: • band and housing: SAE 300 series stainless • screw: SAE 300 series stainless Miniature Worm Gear Clamps 10-8/64" 10-56/64" 13" 13-48/64"10-56/64"13-48/64" ASTM D3034:Gasketed 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. Our ASTM D3034 Gravity Sewer pipe utilizes Reiber style gaskets throughout the entire product offering. Whether specifying or installing our pipe, you can be assured that North American Pipe will Pipe Standard:ASTM D3034 Pipe Compound: ASTM D1784 Cell Class 12454 or 12364 Gasket: ASTM F477 Integral Bell Joint:ASTM D3212 Wall Thickness:ASTM D3034 SDR 35 (46 PS) or SDR 26 (115 PS) Applications:Wastewater & Storm Drainage Color:Green Lay Length: Installation: Guide for PVC Solid Wall Sewer Pipe Short Form Specification ASTM D3034 Gasketed Gravity Sewer Pipe Rev: 04/2013 ASTM D3034:Gasketed Gravity Sewer Pipe NOMINAL PIPE SIZE OUTSIDE DIA. NOM. (OD) *APPROX. BELL DIA. (BD) **APPROX. BELL DEPTH (C) INSERT MARK (L) 4.22 5.25 3.75 3.13 6.28 7.50 4.63 4.00 8.40 10.00 5.25 4.13 10.50 12.25 5.88 5.13 12.50 14.25 6.50 5.38 15.30 17.25 7.75 7.38 NOMINAL PIPE SIZE PS 46 SDR 35 (T) PS 115 SDR 26 (T) .120 .162 .180 .241 .240 .323 .300 .404 .360 .481 .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 Rev: 04/2013 SDR 35 (T) PS 46 .360 .240 14 Strength                                                                                                                                                                                                                                                                                                                                                                                                   SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS 1 | P a g e 811 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F1336 or F 679. The PVC material shall have a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D 1784. 2.0 The purpose of GPK in-line fittings is to convey municipal sanitary and industrial wastes, storm water runoff and many other related applications. They are designed to be used in gravity flow and low pressure applications not to exceed 10.8 psi. (74.5 kPa). 3.0 Injection Molded Fittings Fabricated Fittings fabricated fitting is considered any fitting made from pipe or a combination of pipe and molded components. 4.0 Chemical Resistance GPK fittings resist attack from certain alcohols, alkalies, salt solutions, acids and other types of chemicals. Refer to chemical resistant chart for suitability. 5.0 Marking. ASTM specification number (D 3034, F 1336 or F679). The fittings and/or packaging shall include the 6.0 Testing. A test after installation of either low pressure air (Uni-B-6) or a water infiltration-exfiltration test is recommended. 7.0 Deflection Test. The maximum allowable pipe fitting deflection should be 7 ½% of base ID as shown in table X1.1 of D 3034, and X2.1 of F 679. 8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings. 8.1 Backfilling. with proper material is important to achieve desired density in haunching area which enables pipe, fitting and soil to work together to meet designed load requirements. This eliminates excess deflection and shear breaks due to heavy loads. Approved material shall be used properly, compacted continuously above and around the pipe and fittings as well as (305mm) over the fittings and between the trench walls shall be applied in accordance with the 8.2 Tamping. This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trenches to enable you to compact a larger area around the pipe and fittings to the density consistent of the original ground surface conditions. 9.0 Service Lines. Normally, service lines from the property line to the collection sewer should be a minimum depth of 3 feet (1 meter) at the property line and should be laid in straight alignment and uniform slope (150mm) pipe. Where collection sewers are deeper than 7 feet (2 meters) a vertical standpipe or stack is permitted but not recommended, consult the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme care during backfilling. Where surface loading is SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS 2 | P a g e 811 anticipated the final backfill must be compacted to a density compatible with those surface loads to be encountered. 9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to completely there is a tendency for ground and surface water to follow the direction of the looser soil. This flow may wash out soil from under or around pipe and branch line fittings, reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater way up to the ground or surface line of the trench. Concrete collars or other concrete poured around the fitting to stabilize unwanted movement is recommended to prevent water from undercutting the underside of the pipe and fittings. Summary: Due to various ground conditions and different situations, installation techniques vary widely. that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. Intro:GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034, F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in Material:Fabricated fittings are manufactured from PVC pipe and molded components meeting the requirements of either ASTM D 3034, F 1336 or F 679 for workmanship, extrusion quality, stiffness, impact resistance, dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784. Extrusion Quality:Extruded components are tested in accordance with and meet the requirements of ASTM D 2152 for properly fused PVC. Impact Resistance:Extruded Components are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: -Lbs -Lbs -Lbs (100mm 125mm 203 J) (150mm 200mm 284 J) (250mm 973mm 299 J) Impact Resistance:Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb (9.07kg). Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: -Lbs -Lbs -Lbs (100mm 68 J) (150mm 200mm 102 J) (250mm 300mm 122 J) Pipe Stiffness:Extruded Components are tested in accordance with ASTM D 2412. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679. SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS 3 | P a g e 811 Pipe Flattening: Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40% of the outside diameter of the pipe. There shall be no splitting, cracking or breaking. Pressure/Pressure Deflection: Gasketed joints are tested in accordance with ASTM D 3212. Pressure: 10 minutes @ 10.8 psi (74.5 kPa) + 10 minutes deflected @ 10.8 psi (74.5 kPa). Vacuum: 10 minutes @ 22 in. Hg (74 kPa) + 10 minutes deflected @ 22 in. Hg (74kPa). Branch Bending:The chemically fused areas around the fabricated branches of tee, wye and tee-wye fittings are tested to ASTM F 1336 to verify their strength and integrity. Pipe Stop Support:Tee and tee-wye fittings are tested to requirements of ASTM F 1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting. Joining Methods: Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal or exceed 900 psi (6205 kPa) @ 72 hours. Heat Fusion Welded Joints (Butt Fusion Welds) Elastomeric Seals (Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles: Injection Molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches (516 square cm) surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches (1032 square cm) surface area which can be bonded to pipe. The worm drive saddle straps used to fasten the saddles are manufactured with corrosion resistant 300 series AISI stainless steel. GPK does not recommend gasket skirts where air tests are required. Epoxy Reinforced Welds. Threads:Threads shall be American National Standard Taper Pipe Threads (ANSI B1.20.1) which shall be gauged in accordance with ASTM Method D-2122. - WATER - AWWA C900-07:Municipal Water Pipe North American Pipe's AWWA C900-07 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 C900-07 pipe meets all industry standards in addition to our own rigorous quality control standards. North American Pipe’s C900-07 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”. Pipe Standard:AWWA C900-07 Pipe Compound: ASTM D1784 Cell Class 12454 Gasket: ASTM F477 Integral Bell Joint:ASTM D3139 Certifications:ANSI/NSF Standard 61, NSF-14 UL Standard 1285 DR18 & DR14: FM 1612 Applications:Water Color:Blue Lay Length:20’ Installation:North American Pipe’s Installation Guide for PVC Pressure Pipe Short Form Specification AWWA C900-07 Municipal Water Pipe Rev: 04/2013 AWWA C900-07:Municipal Water Pipe MINIMUM WALL THICKNESS (T) OUTSIDE DIA. – NOM. (OD) *APPROX. BELL DIA. (BD) **APPROX. BELL DEPTH (C) INSERT MARK (L) 4” 4.80 6.50 5.00 3.88 6” 6.90 9.25 5.75 5.13 8” 9.05 11.75 7.00 6.13 10” 11.10 14.25 7.25 6.63 12” 13.20 16.75 8.00 7.38 MINIMUM WALL THICKNESS (T) PC 165 DR 25 (T) PC 235 DR 18 (T) PC 305 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: 04/2013 DR 18 (T) 6”.383                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1SIGMA Corporation www.sigmaco.com 700 Goldman Drive Cream Ridge, NJ 08514 800 999 2550 p 609 758 1163 f crm-sales@sigmaco.com SIGMA Corporation www.sigmaco.com PV-LOK™ Series PWP for Bell Joint Restraint (CIOD) Features & Advantages: The PV-LOK™ Series PWP restrainer incorporates a series of machined serrations that effectively engage PVC pipe walls, to provide positive joint security and full support of the pipe. The directional gripping action maximizes restraint during increased line pressures such as those resulting from surges and water hammers. The Series PWP incorporates two PV-LOK clamping rings and a series of restraining rods & nuts that tie the two rings together and secure the PVC bell and spigot pipe joint. Restraint devices for bell and spigot joints of PVC pipe shall consist of two split retainer rings incorporated a series of machined (not “as cast”) serrations. One clamping ring shall be installed on the spigot pipe, and with the necessary restraining rods and nuts, connected to a second clamping ring located on the pipe barrel immediately behind the gasket bell. Restraint devices shall incorporate a series of machined serrations that provide positive necessary bolts and nuts to complete the PVC pipe bell assembly. Devices shall carry a minimum 2:1 safety factor and meet or exceed the recognized testing for restrained Restraint devices for securing PVC pipe bell assemblies shall be SIGMA PV-LOK™ Series PWP or approved equal. Material: Clamping ring is manufactured of high strength ductile iron in accordance with ASTM A536, grade 65-45-12. Side clamping bolt and hex nuts are high strength steel in accordance with ASTM A449 and zinc plated to B633, Type III Sc.1 for corrosion resistance. Restraining rods and hex nuts are of high strength, low alloy steel in accordance with AWWA/ANSI C111/A21.11 and provide a minimum 45,000 psi yield and 60,000 psi tensile strength. Cross Section of PV-LOK illustrates directional grip of serrations to maximize restraint of PVC pipe 2 SIGMA Corporation www.sigmaco.com PV-LOK™ Series PWP for Bell Joint Restraint (CIOD) Dimensions in Inches, Weights in Pounds: Pipe Size Item # PVC pipe w DI Pipe OD A B C (max) Restraining Rods Nuts for Res Rods Clamping Bolts Weight No. Size No. Size No. Size Min Torque 4 PWP-C4 4.80 1.20 9.00 13.00 2 3/4x15 4 3/4 4 5/8x3 3/8 85 14.36 6 PWP-C6 6.90 1.20 11.52 13.00 2 3/4x18 4 3/4 4 5/8x3 3/8 85 16.44 8 PWP-C8 9.05 1.75 12.81 13.00 2 3/4x18 4 3/4 4 3/4x3 7/8 100 27.00 10 PWP-C10 11.10 1.75 16.88 16.00 4 3/4x24 8 3/4 4 7/8x4 3/8 125 44.40 12 PWP-C12 13.20 1.75 19.12 22.00 4 3/4x24 8 3/4 4 7/8x4 3/8 125 50.64 14 PWP-C14 15.30 3.50 21.10 22.00 6 3/4x30 12 3/4 8 7/8x6 1/4 130 101.61 16 PWP-C16 17.40 3.50 23.58 22.00 6 3/4x30 12 3/4 8 7/8x6 1/4 130 114.15 18 PWP-C18 19.50 4.25 25.80 22.00 8 3/4x30 16 3/4 8 1.00x6 1/4 130 164.97 20 PWP-C20 21.60 5.00 29.06 22.00 8 3/4x36 16 3/4 8 1-1/4x6-1/2 130 234.50 24 PWP-C24 25.80 5.00 34.64 22.00 10 3/4x36 20 3/4 8 1-1/4x6-1/2 130 288.50 30 PWP-C30 32.00 5.50 41.80 38.00 10 1x40 20 1 8 1-1/4x8-1/2 130 463.75 36 PWP-C36 38.30 5.50 49.04 38.00 12 1x40 24 1 8 1-1/4x8-1/2 130 520.40 42 PWP-C42 44.50 6.26 57.18 46.00 16 1 1/4x48 32 1 1/4 8 1 1/2x9 175 983.76 48 PWP-C48 50.80 6.26 63.48 46.00 16 1 1/4x48 32 1 1/4 24 1 1/2x9 175 1058.50 PV-LOK Products are rated with a working pressure equal to that of the PVC pipe to which they are applied. Also suitable for use on ductile iron pipe in sizes 4-12” (350psi 4-6”, 250psi 8-12”) *When calculating clearance for pipe in a casing, add a minimum of 1-1/2” to the “B” dimension above. 1. Plain End Pipe 2. Restrainer Clamp 3. Bell End Pipe 4. Restraining Rod Nominal Pipe Size Item # Pressure Rating C900 ASTM D2241 C905 DR14 DR18 DR25 SDR17 SDR21 SDR26 DR18 DR21 DR25 DR32.5 DR41 DR51 4 PWP-C4 305 235 165 250 200 160 - - - - - - 6 PWP-C6 305 235 165 250 200 160 - - - - - - 8 PWP-C8 305 235 165 250 200 160 - - - - - - 10 PWP-C10 305 235 165 250 200 160 - - - - - - 12 PWP-C12 305 235 165 250 200 160 - - - - - - 14 PWP-C14 - - - - - - 235 200 165 125 100 - 16 PWP-C16 - - - - - - 235 200 165 125 100 - 18 PWP-C18 235 200 165 125 100 80 20 PWP-C20 - - - - - - 235 200 165 125 100 80 24 PWP-C24 - - - - - - 235 200 165 125 100 80 30 PWP-C30 - - - - - - - - 165 125 100 80 36 PWP-C36 - - - - - - - - 165 125 100 80 42 PWP-C42 125 100 80 48 PWP-C48 125 100 80 Pressure Rating: 74 ROMAC INDUSTRIES INC. STYLE FTS420 TAPPING SLEEVE SUBMITTAL INFORMATION Materials Body ASTM A36 steel or equivalent unless noted. Flange AWWA Class D Steel Ring Flange, compatible with ANSI Class 125 and 150 bolt circles, are standard. Other flange styles are available. Designed to fit tapping valve lip per MSS SP-60 where applicable. Bolts and Nuts High strength low alloy steel bolts and nuts. Steel meets AWWA Standard C111. Type 304 and 316 Stainless Steel bolt material optional. Test Plug ¾ inch NPT type 304 Stainless Steel. Plug threads coated to prevent galling. Flange Gaskets 3” through 12” full face proprietary gasket are made from Styrene Butadiene Rubber (SBR) compounded for water and sewer service in accordance with ASTM D 2000. Other compounds available for petroleum, chemicals, or high temperature service. Outlet Gaskets 3” through 12” size on size SBR wire reinforced. Larger than 12” size on size are Nitrile Butadiene Rubber (NBR) compounded for water and sewer service in accordance with ASTM D 2000. Other compounds available on request. Coating Fusion bonded epoxy in accordance with AWWA C213. Working Pressure (psig): <=3 4 6 8 10 12 14 16 18 20 24 28 30 36 42 48 6 250 250 250 8 250 250 250 250 10 250 250 250 250 250¹ 12 250 250 250 250 250¹ 250¹ 14 250 250 250 250 250¹ 250¹ 150 16 250 250 250 250 250¹ 250¹ 150 150 18 250 250 250 250 250¹ 250¹ 150 150 150 20 250 250 250 250 250¹ 250¹ 150 150 150 150 24 250 250 250 250 250¹ 250¹ 150 150 150 150 150 28 200 200 200 200 200¹ 200¹ 150 150 150 150 150 150 30 150 150 150 150 150 150 150 150 150 150 150 150 150 36 150 150 150 150 150 150 150 150 150 150 150 150 150 150 42 150 150 150 150 150 150 150 150 150 150 150 100 100 100 100 >42 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 WORKING PRESSURE RATING PER OUTLET SIZE (PSI)NOM.PIPE SIZE NOTE: Meets requirements of AWWA C223 Test Pressure = 1.25 X working pressure. 3” – 12” outlets are provided with a Romac Tapping Flange Gasket. Note 1 Class E flanges are required on 10” and 12” outlets for working pressure requirements greater than 175 psi and up to 250 psi. For higher pressure ratings consult your representative. SIZES AND RANGES See Catalog. Other sizes available on request. Romac Document Number 30-8-0006 8/10 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. 10.8 A-2361-16 A-2361-19 ®® Options See page 10.54 for more information on Resilient Wedge Gate Valve options 3"- 12" A-2361 RESILIENT WEDGE GATE VALVES - M.J. x FL. A-2361-16 shown § Rev. 2-17 Shaded area indicates changes Resilient wedge gate valve parts Catalog Part Number Description Material Material Standard ++ Dirt seal on 4”-12” valves +++ 3” valves use a bonnet gasket SEE PAGE 10.57 FOR ORDERING INSTRUCTIONS 10.93"- 12" A-2361 RESILIENT WEDGE GATE VALVES - M.J. x FL. Dimensions Dimension Nominal Size 3” 4" 6" 8" 10" 12" § 23U ANSI/AWWA C153/A21.53 Mechanical Joint Compact Ductile Iron Fittings Revised 6/2016 DOMESTIC NON DOMESTIC Anniston:1501 W 17th St.Anniston, AL 36201 (800) 226 7601 Elmer:701 Kenyon Ave. Elmer, New Jersey 03318 Corona:1001 El Camino Ave.Corona, CA 92879 (866) 527 8471 New Lenox:2200 West Haven New Lenox, IL 60451 Tyler:11910 CR 492 Tyler, Texas 75706 (800) 527 8478 Portland:15670 N. Lombard St.Portland, OR 97203 Dallas:1201 Ave. S. Suite100 Grande Prairie, TX 75050 Oxford:1800 Greenbrier Dear Road Anniston, AL 36207 SUBMITTAL: C153 MECHANICAL JOINT PRODUCT (Current revisions for the noted Standards apply) SIZES:2through 64 (2not included in ANSI/AWWA C153 standard) STANDARDS:ANSI/AWWA C153/A21.53, NFPA13/24,316UL and 310FM listed & approved (File Tyler Union) MATERIAL:Cast of ASTM A536 qualified ductile iron. Date code is cast on and required for traceability. PRESSURE RATING:*Flanged fittings rated at 250 psi. Mechanical joints 2 24rated at 350 psi and 30 48at 250 psi. *Note: With rubber annular ring flange gasket,2 24Flanged fittings can be rated at 350 psi. Note: Wyes over 12are not pressure rated. Contact Tyler Union for rating in your application. DEFLECTION:Max joint deflection 2 12,5° and 14 48,3°. Reduces by 50% at nominal pipe & fitting diameters NSF 61 & NSF372:Meets all requirements including Annex G, Tyler Unions Underwriters Laboratory listing MH16439. ASPHALT COATING:Per ANSI/AWWA C104/A21.4 and ANSI/AWWA C153/A21.53. CEMENT LINING:Per ANSI/AWWA C104/A21.4, with double cement lining. EPOXY COATING:Fusion bonded epoxy per ANSI/AWWA C116/A21.16. Additional coatings available upon request. Available upon request. High strength low alloy weathering steel per ANSI/AWWA C111/A21.11 and ASTM A242 BARE FITTINGS: FAST NERS: INSTALLATION:Install per AWWA C600/C651 using pipe conforming to ANSI/AWWA C151/A21.51 or AWWA C900/905. C153 Mechanical Joint Ductile Iron Fittings ® Member ®Certified to ANSI/NSF 61 ® MATERIAL: Ductile Iron ASTM A536, Grade 65-45-12, 60-42-10 or 70-50-05. PRESSURE: 350 PSI WATER WORKING PRESSURE (CLASS 350) 3” - 24”, 250 PSI 30” - 48” & 150 PSI 50” - 64” TESTING: LAYING LENGTH: DEFLECTION: CEMENT LINING: COATING: COATING: GASKETS: T-BOLTS: APPROVALS: STANDARDS: In accordance with ANSI / AWWA C153 / A21.53 & UL - FM requirements. 2”- 4”=8°, 6”=7°, 8”-12”=5°, 14”-16”=3 ½°, 18”-24”=3°, 30”- 64=2° In accordance with ANSI / AWWA C104 / A21.4. and NSF61 approved. and NSF approved. SBR in accordance with ANSI / AWWA C111 / A21.11. Also available in EDPM, NBR and CR. Low Alloy corrosion resistant high strength steel in accordance with ANSI / AWWA C111 / A21.11. 3”-16” Underwriters Laboratories listed and Factory Mutual Approved. for water and other liquids 2-64in C153 Ductile Iron Mechanical Joint Class 350 Note: 2” - 24” also available in Fusion Bonded Epoxy SIGMA Corporation 700 Goldman Drive Cream Ridge, NJ 08514 800 999 2550 p 609 758 1163 f crm-sales@sigmaco.com www.sigmaco.com L K1 X J D F Ø 2"-24" = 0.31 in. 30"-64" = 0.38 in.B 2° S M K2 7° 0.12 in.C0.75 in. A M E M B E R A N S I / AW WA C 1 5 3 / A 2 1 . 5 3 STAR® CORPORATE www.starpipeproducts.com Page 3 Joint Restraint Products Stargrip® series 3000 for Ductile Iron Pipe The Stargrip® Mechanical Joint Restraint System is a unique product with a proven design that provides an exceptional ensuring proper installation. The Stargrip® Minimum safety factor of 2:1. Stargrip® Mutual Research. No special tools are required for installation of the Stargrip®. Stargrip® RAL 9011 INFORMATION More Adaptable for Field Use SAMPLE SPECIFICATIONS Restrainer mechanism shall be integrated into the design of the follower gland. As the mechanism is activated, multiple wedging action shall shall be maintained. the mechanical joint restraint so that the device facilitates use with standard mechanical joint bells. restraint mechanism shall be Star® Pipe Products Stargrip® FEATURES & ADVANTAGES Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe Patent #5,772,252 Stargrip® series 3000 STAR® CORPORATE www.starpipeproducts.com Page 4 Joint Restraint Products NOM.SIZE MAX PRESSURE RATING(PSI)A B C D E F F W/NUTS TWISTED OFF G NO. OF WEDGES NO. OF T-BOLTS APPROX WT. (LBS) 3 350 4.84 2.40 4.06 6.19 9.85 8.45 7.69 2 4 6 4 350 5.92 2.40 4.90 7.50 11.06 9.28 9.15 2 4 8 6 350 8.02 2.40 7.00 9.50 13.06 11.38 11.15 3 6 12 8 350 10.17 2.51 9.15 11.75 15.25 13.53 13.40 4 6 17 10 350 12.22 2.51 11.20 14.00 17.25 15.58 15.92 6 8 24 12 350 14.32 2.51 13.30 16.25 19.50 12.68 17.90 8 8 34 14 350 16.40 2.91 15.44 18.75 21.25 19.82 20.25 10 10 49 16 350 18.50 2.91 17.54 21.00 23.34 21.92 24.83 12 12 56 18 250 20.60 2.91 19.64 23.25 26.40 24.84 25.25 12 12 59 20 250 22.70 2.67 21.74 25.50 28.56 27.00 27.50 14 14 75 24 250 26.90 3.50 25.94 30.00 33.86 32.30 31.54 16 16 139 30 250 33.29 3.49 32.17 36.88 40.12 38.56 39.12 20 20 199 36 250 39.59 3.49 38.47 43.75 46.42 44.86 46.00 24 24 232 42 250 45.79 5.15 44.75 50.62 54.86 53.32 53.12 28 28 400 48 250 52.09 5.15 51.05 57.50 61.16 59.62 59.42 32 32 488 STARGRIP® 3000 SPECIFICATIONS* TECHNICAL INFORMATION Mechanical Joint Wedge Action Restraint for Ductile Iron Pipe Patent #5,772,252 Stargrip® series 3000 1SIGMA Corporation www.sigmaco.com 700 Goldman Drive Cream Ridge, NJ 08514 800 999 2550 p 609 758 1163 f crm-sales@sigmaco.com SIGMA Corporation www.sigmaco.com ONE-LOK™ Series SLDE for Ductile Iron Pipe 1) The SIGMA ONE-LOK Series SLDE is a mechanical joint restraining gland that implements a series of individually activated wedges into the mechanical joint follower gland. When the wedge segment is engaged by the actuating bolt, the primary contact edges of each wedge segment lock onto the pipe wall. This action causes the primary pipe. 2) ONE-LOK SLDE’s precision contoured wedges provide proper contact and support of the ductile iron pipe wall. Each wedge is manufactured with an elongated contour that evenly matches the outside circumference of each nominal diameter of ductile iron pipe. This elongated contour also eliminates the concern of damage to both the pipe wall and the interior cement mortar lining caused by point loading, even on the thinner pressure classes of ductile iron pipe. 3) ONE-LOK SLDE’s wedge actuating bolt provides the installer with a visual torque indicator. The breakaway top ensures proper engagement of the wedge segment at the time of installation. Unlike other actuating bolts, the ONE-LOK SLDE is manufactured with a proprietary quality control system that ensures the breakaway tops will activate at the correct torque. The breakaway top is sized to match the same dimensions of eliminating the need for special installation tools. Once engaged, the actuating bolt leaves a residual hex-head shank, allowing post-installation disassembly of the restrained joint, if necessary. 4) ONE-LOK SLDE’s unique wedge segment and actuating bolt design allows the two components to interface using a cam action principle, allowing the wedge segments to rock and increase their grip on the pipe wall as thrust on the assembled joint increases. This also allows improved resistance to subsidence, seismic forces, and applicable AWWA standards. ONE-LOK’s unique cam action allows the restraining wedges to “rock,” gripping the pipe wall more securely as thrust force increases. joint during installation, and also allows for subsidence, seismic or other forces after installation, up to the maximum allowed Nominal Size Item # 3-12”SLDE3-SLDE12 5 deg 14-16”SLDE14-SLDE16 2 deg 18-24”SLDE18-SLDE24 1.5 deg 30-48”SLDE30-SLDE48 1 deg 2 SIGMA Corporation www.sigmaco.com ONE-LOK™ Series SLDE for Ductile Iron Pipe wedge segments that act against the pipe, increasing their resistance as the line pressure increases. The assembled joint and actuating bolts shall be manufactured of high strength ductile iron conforming to the requirements of ASTM A536, Grade 65-45-12. Wedge segments shall be heat treated to a hardness of 370 BHN minimum. Dimensions shall be compatible with standardized mechanical joints conforming to the requirements AWWA C111/ANSI A21.11 and AWWA C153/ANSI 21.53 through 24” (latest revision). Breakaway tops shall be incorporated in the design of the actuating bolts to visually ensure proper torque. The manufacturing of the actuating bolt must incorporate a quality control procedure that is deemed acceptable restraining devices shall have a working pressure rating of 350psi (for sizes 3-16”) and 250 psi (for sizes 18-48”) minimum and provide no less than a safety factor of 2:1. Restraint shall be UL Listed and FM approved in applicable sizes. Restraining device shall be SIGMA ONE-LOK™ or approved equal. Nominal Item #F D T B J K2 No Size 3 SLDE3 5.50 3.96 5° 4.84 4.16 1.58 0.55 9.40 0.750 6.19 7.69 2 7/8 80-90 350 4 SLDE4 6.50 4.80 5° 5.92 5.00 1.58 0.55 10.24 0.875 7.50 9.12 2 7/8 80-90 350 6 SLDE6 10.00 6.90 5° 8.02 7.10 1.58 0.60 12.34 0.875 9.50 11.12 3 7/8 80-90 350 8 SLDE8 14.50 9.05 5° 10.17 9.25 1.63 0.75 14.32 0.875 11.75 13.37 4 7/8 80-90 350 10 SLDE10 23.00 11.10 5° 12.22 11.30 1.58 0.85 16.54 0.875 14.00 15.62 6 7/8 80-90 350 12 SLDE12 29.00 13.20 5° 14.32 13.40 1.58 0.85 18.80 0.875 16.25 17.88 8 7/8 80-90 350 14 SLDE14 39.60 15.30 2° 16.40 15.55 1.58 1.125 21.20 0.875 18.75 20.25 10 7/8 80-90 350 16 SLDE16 49.67 17.40 2° 18.50 17.54 1.77 1.21 23.74 0.875 21.00 22.50 12 7/8 80-90 350 18 SLDE18 60.33 19.50 1.5° 20.60 19.64 1.77 1.25 25.84 0.875 23.25 24.75 12 7/8 80-90 250 20 SLDE20 69.00 21.60 1.5° 22.70 21.74 1.87 1.25 27.94 0.875 25.50 27.00 14 7/8 80-90 250 24 SLDE24 103.67 25.80 1.5° 26.88 25.95 1.92 1.47 32.14 0.875 30.00 31.50 16 7/8 80-90 250 SLDE30 158.67 32.00 1.5° 33.29 32.17 2.13 1.65 39.30 1.125 36.88 39.12 20 1.00 115-125 250 SLDE36 234.50 38.30 1° 39.59 38.47 3.15 1.75 46.07 1.125 43.75 46 24 1.00 115-125 250 SLDE42 344.00 44.50 1° 45.79 44.67 3.56 2.25 53.25 1.38 50.62 53.38 28 1 1/4 115-125 250 SLDE48 456.00 50.80 1° 52.09 50.97 3.81 2.25 59.55 1.38 57.5 60.26 32 1 1/4 115-125 250 ONE-LOK SLDE was previously referred to as model SLD Sizes 3” - 14” are UL listed for 350 psi on DI Pipe Sizes 16” are UL listed for 300 psi on DI Pipe Sizes 18” - 30” are UL listed for 250 psi on DI Pipe Sizes 36” are UL listed for 200 psi on DI Pipe Sizes 42” and 48” are pressure rated at 250 psi on DI Pipe Sizes 4” - 12” are FM approved for 175 psi on DI pipe. P* Dim shows OD after head is broken/removed. Sizes 3”-12” is approved for thinnest class of DI pipe. Gland body, brackets, wedge segments & actuating bolts: ASTM A536 65-45-12 ductile iron. Wedge segments are heat treated to a minimum hardness of 370BHN T-head bolts & nuts: High strength, low alloy steel meeting AWWA/ANSI C111/A21.11 with minimum 65,000psi tensile strength and 45,000psi yield strength. 1SIGMA Corporation www.sigmaco.com 700 Goldman Drive Cream Ridge, NJ 08514 800 999 2550 p 609 758 1163 f crm-sales@sigmaco.com SIGMA Corporation www.sigmaco.com ONE-LOK™ Series SLCE for PVC Pipe 1) The SIGMA ONE-LOK Series SLCE is a mechanical joint restraining gland that implements a series of individually activated wedges into the mechanical joint follower gland. When the wedge segment is engaged by the actuating bolt, the primary contact edges of each wedge segment lock onto the pipe wall. both AWWA C900/C905 and ASTM D2241 IPS size PVC pipe. 2) ONE-LOK SLCE’s precision contoured wedges provide proper contact and support of the PVC pipe wall. Each wedge is manufactured with an elongated contour that evenly matches the outside circumference of each nominal diameter of PVC pipe. 3) ONE-LOK SLCE’s wedge actuating bolt provides the installer with two visual torque indicators. The breakaway top and secondary shoulder stop ensure proper engagement of the wedge segment at the time of installation. Unlike other actuating bolts, the ONE-LOK SLCE is manufactured with a proprietary quality control system that ensures the breakaway tops will activate at the correct torque. The breakaway top is sized to match the same dimensions of the bolts and nuts used to assemble the mechanical joint bolt leaves a residual hex-head shank, allowing post-installation disassembly of the restrained joint, if necessary. 4) ONE-LOK SLCE also features a non-corrosive, two-piece ABS plastic spacer that is removed when using the product to restrain IPS sized pipes meeting ASTM D2241. The two-piece design of this spacer allows it to be removed without requiring disassembly of the product. When the ONE-LOK SLCE is used to restrain pipes meeting AWWA C900, the spacer is left intact on the actuating bolt. 5) ONE-LOK SLCE’s unique wedge segment and actuating bolt design allows the two components to interface using a cam action principle, allowing the wedge segments to rock and increase their grip on the pipe wall as thrust on the assembled joint increases. This also allows improved resistance to subsidence, under applicable AWWA standards. SIGMA ONE-LOK SLCE’s can be used on all pressure classes and thicknesses of PVC pipe. ONE-LOK’s unique CAM ACTION allows the restraining lugs to “rock” and grip the PVC pipe wall more securely as thrust force increases, and allows for subsidence, seismic or other forces after installation, Features & Advantages: 2 SIGMA Corporation www.sigmaco.com : multiple wedge segments that act against the pipe, increasing their resistance as the line pressure increases. The gland, wedge segments, and actuating bolts shall be manufactured of high strength ductile iron conforming to the requirements of ASTM A536, Grade 65-45-12. Dimensions shall be compatible with standardized mechanical joints conforming to the requirements AWWA C111/ANSI A21.11 and AWWA C153/ANSI 21.53 through 24” (latest revision). Breakaway tops shall be incorporated in the design of the actuating bolts to visually ensure proper torque. The manufacturing of the actuating bolt must incorporate a quality control procedure that is deemed acceptable by the restraining devices shall have a working pressure rating of 200psi (235psi for sizes 14-36”) minimum and provide no less than a safety factor of 2:1. Restraint shall be FM approved in applicable sizes. Restraining device shall be SIGMA ONE-LOK™ or approved equal. Sizes 4” - 12” are UL approved Sizes 4” - 12” are FM approved for 150 psi on AWWA C900 pipe and have been tested in accordance with ASTM F1674. ONE-LOK ™ Series SLCE for PVC Pipe ONE-LOK SLCE was previously referred to as model SLC Size Item #DI OD OD C F K2 T X J Size 3 SLCE3 6.21 3.50 4.76 3.60 7.18 0.60 9.42 8.50 0.750 6.14 2 7/8 45-55 4 SLCE4 6.78 4.80 4.50 5.92 4.90 7.92 0.60 10.22 9.30 0.875 7.50 2 7/8 50-60 6 SLCE6 10.28 6.90 6.63 8.01 7.00 10.00 0.60 12.87 11.95 0.875 9.50 3 7/8 50-60 8 SLCE8 14.48 9.05 8.63 10.17 9.15 12.18 0.75 14.37 13.45 0.875 11.75 4 7/8 50-60 10 SLCE10 21.40 11.10 10.75 12.22 11.20 14.60 0.85 16.68 15.76 0.875 14.00 6 7/8 50-60 12 SLCE12 26.96 13.20 12.75 14.32 13.30 16.64 0.85 18.58 17.66 0.875 16.25 8 7/8 50-60 14 SLCE14 33.67 15.30 16.40 15.44 20.25 1.20 21.68 19.98 0.875 18.75 10 7/8 55-65 16 SLCE16 41.67 17.40 18.50 17.54 22.45 1.21 23.65 21.95 0.875 21.00 12 7/8 55-65 18 SLCE18 49.50 19.50 20.60 19.64 24.75 1.25 25.79 24.09 0.875 23.25 12 7/8 55-65 20 SLCE20 61.17 21.60 22.70 21.74 27.00 1.34 28.16 26.46 0.875 25.50 14 7/8 55-65 24 SLCE24 79.33 25.80 26.90 25.94 31.50 1.46 32.70 31.00 0.875 30.00 16 7/8 55-65 30 SLCE30 198.00 32.00 33.29 32.17 38.42 2.00 41.92 39.92 1.125 36.88 20 1.00 65-75 36 SLCE36 248.00 38.30 39.59 38.47 46.00 2.00 48.78 46.78 1.125 43.75 24 1.00 65-75 P* Dim shows OD after head is broken/removed. Material: Gland body, brackets, wedge segments & actuating bolts ASTM A536 65-45-12 ductile iron. Restraining Rods & Nuts: High strength, low alloy steel meeting AWWA/ANSI C111/A21.11 with minimum 65,000 psi tensile strength and 45,000 psi yield strength. Side Clamping Bolts & Hex Nuts: ASTM A449 high strengh steel. STAR® CORPORATE www.starpipeproducts.com Page 17 Joint Restraint Products ® Mechanical Joint Restraint System is a unique product with a proven design that provides an exceptional ® Larger ID allows easier installation on out-of-round pipe. Standard gland color is Coral Red RAL 3016 INFORMATION FEATURES & ADVANTAGES SAMPLE SPECIFICATIONS Restrainer mechanism shall be integrated into the design of the follower gland. As the mechanism is activated, multiple wedging action shall shall be maintained. ®® Unique Product with a Proven Design ® Mechanical Joint Wedge Action Restraint Patent #5,071,175 PVC Stargrip® series 4000 STAR® CORPORATE www.starpipeproducts.com Page 18 Joint Restraint Products ØD TECHNICAL INFORMATION NOM.SIZE C900/C905PIPE OD IPS PIPE OD ØA B C1 ØD T-BOLTSSIZE(QTY) APPROX WT. (LBS) 3 3.50 4.09 7.79 8.50 7 4 4.80 4.50 4.93 9.16 9.64 9 6 6.90 6.63 7.03 11.16 11.72 12 8 9.05 8.63 9.18 13.75 13.97 17 10 11.10 10.75 11.23 16.00 16.18 23 12 13.20 12.75 13.33 18.25 18.23 28 14 15.30 15.45 20.75 20.36 49 16 17.40 17.55 23.00 22.46 59 18 19.50 19.65 25.25 24.56 67 20 21.60 21.75 27.50 26.66 79 24 25.80 25.95 32.00 30.86 102 30 32.00 32.18 39.38 36.82 185 36 38.30 38.48 46.25 43.12 209 PVC STARGRIP® 4000 SPECIFICATIONS* STANDARDIZED PRESSURE RATINGS** ANSI/AWWA C900 CI OD ANSI/AWWA C905 CI OD ASTMD2241 IPS OD DR 14 200 PSI DR 18 235 PSI SDR 17 250 PSI DR 18 150 PSI DR 21 200 PSI SDR 21 200 PSI DR 25 100 PSI DR 25 165 PSI SDR 26 160 PSI DR 32.5 125 PSI Mechanical Joint Wedge Action Restraint Patent #5,071,175 PVC Stargrip® series 4000 1406 Hutton Drive Carrollton, TX 75006 120 Iron Horse, Suite A Hutto, TX 78634 Item Description 3/4"-10 T-Head Bolts Dimensional Specification1 ANSI/AWWA C111/A21.11-00 Finish Plain Material Specification AISI 304 NOTE 1: This specification covers the dimensional requirements to which the above item conforms. Material Stainless Steel Grade AISI 304 Yield Strength 30,000 psi Minimum Tensile Strength 75,000 psi Minimum Elongation in 2 in. 40% Minimum Red. Of Area 50% Minimum Elongation in 4D 30% Minimum Hardness 96 HRb Maximum C 0.08 max Mn 2.00. max P 0.045 max S 0.030 max Si 1.00 max Ni 8.00 - 10.50 Cr 18.00 - 20.00 Note 2: The raw material analysis is taken from the chemical and mechanical requirements of AISI 304 and ASTM A193-B8. This information represents the range of chemical and physical characteristics of the referenced item. Items sold by Birmingham Fastener Manufacturing under the above item description will meet the requirements above. . Mountain States Plastics, Inc Three Industrial Parkway Johnstown, CO 80534 (970) 587-2746 Ferguson Waterworks Denver The polywrap tubing manufactured by Mountain States Plastics exceeds the requirements set by the American Society of Testing Materials and the American Water Works Association. The Linear Low resin supplied to us conforms to raw materials requirements of ASTM specification D4976. This tubing also meets or exceeds all limits set forth in section 4.1 of ANSI/AWWA C 105/A21.5-05. The mil thickness on our ductile tubing is a minimum of 8 mil. This letter also ce1iifies that the polywrap tubing we provide for you is produced from North American raw materials and is manufactured at our facility in Johnstown Colorado. Should you have any further questions, please feel free to give me a call. Sincerely, Mountain States Plastics, Inc. Scot H. Gagnon President Copperhead® High Strength Tracer Wire Spec Use Copperhead High Strength Tracer Wire Part # 1230*-HS-** * = Color: B=Blue Water, G=Green Sewer, P=Purple Reclaim Water R=Red Electric, N=Orange Communications, K=Black ** = Spool Size: 500’, 1000’, 2500’ Tracer wire shall be a #12 AWG (0.0808” diameter) fully annealed, high carbon 1055 grade steel, high strength solid copper clad steel conductor (HS-CCS), insulated with a 30 mil, high-density, high molecular weight polyethylene (HDPE) insulation, and rated for direct burial use at 30 volts. HS-CCS conductor must be at 21% conductivity for locate purposes. Break load of 452 lbs. HDPE insulation shall be RoHS compliant and utilize virgin grade material. Insulation color shall meet the APWA color code standard for identification of buried utilities. Manufacturers supplying copper clad steel tracer wire must have available detailed performance data including 5 years of underground testing in terms of durability related to damage of protective insulation and effects of potential corrosion of the specific copper clad steel used. Origin of copper clad steel manufacturer is required and steel core must be manufactured in the United States. If manufacturer has not completed 5 year corrosion testing, a 5 year warranty must be provided. Tracer wire shall be Copperhead® High Strength HS-CCS HDPE 30 mil or district pre-approved equal and made in the USA. Copperhead Industries LLC, PO Box 1081 Monticello, MN 55362·Ph 877-726-5644·Fax 763-271-3694 www.copperheadwire.com 8 - 3 April 3, 2006 HEX BOLT A307 A & HEAVY HEX BOLT A307 B Pacific Coast Bolt 12748 East Florence Ave Santa Fe Springs, CA 90670 1-800-652-6587 Fax 1-562-944-9360 SUBMITTAL SPECIFICATIONS "ABSTRACT OF ASTM A307 GRADE A AND B" "BOLTS, NUTS AND FLAT WASHERS" CARBON STEEL BOLTS AND STUDS, 60,000 PSI TENSILE STRENGTH GRADE: LOW CARBON STEEL CHEMICAL REQUIREMENTS: GRADE A GRADE B PHOSPHOROUS MAX % 0.06 0.04 SULFUR, MAX % 0.15 0.05 CHEMICAL ANALYSES SHALL BE PERFORMED IN ACCORDANCE WITH ASTM A751. MECHANICAL REQUIREMENTS: MIN. MAX. HARDNESS - BRINELL 121 241 HARDNESS - ROCKWELL 69 100 TENSILE STRENGTH (KSI) 60 100 ELONGATION IN 2 IN,. % 18 DIMENSIONS: UNLESS OTHERWISE SPECIFIED, THREADS SHALL BE THE COARSE THREAD SERIES AS SPECIFIED IN THE LATEST ISSUE OF ANSI/ASME B1.1, PAGE A-26. HAVING A CLASS 2a 2b TOLERANCE. GRADE A BOLTS SHALL BE HEX BOLTS WITH DIMENSIONS AS GIVEN IN THE LATEST ISSUE OF ANSI/ASME B18.2.1, PAGE C-1. UNLESS OTHERWISE SPECIFIED GRADE B BOLTS SHALL BE HEAVY HEX BOLTS. IDENTIFICATION SYMBOL: "A 307 A" OR "A 307 B" NUTS: NUTS SHALL CONFORM TO ASTM A563 "CARBON AND ALLOY STEEL NUTS" AND SHALL CONFORM IN DIMENSIONS PRESCRIBED IN ANSI/ASME/ASME B18.2.2. UNLESS OTHERWISE SPECIFIED, FINISHED HEX NUTS WILL BE SUPPLIED WITH GRADE A 307, A BOLTS AND THE HEAVY SERIES WILL BE SUPPLIED WITH GRADE A 307, B BOLTS. OTHER: BOLTS AND NUTS MAY BE SUPPLIED IN PLAIN, ZINC PLATED, CAD PLATED, HOT-DIPPED OR MECHANICALLY GALVANIZED FINISHES. FLAT WASHERS: ALL WASHERS SHALL BE OF THE SAME MATERIAL AS THE NUTS. ADDITIONAL INFORMATION: ADDITIONAL INFORMATION CAN BE FOUND IN ASTM A 307, DTD 2001, AND ASTM A563, DTD 2001. Suitable for AWWA C153/A21.53-00 and AWWA C115/A21.15-99 Flange Size Bolt & Nut Quantity Bolt Diameter & Length Flange Size Bolt & Nut Quantity Bolt Diameter & Length 1/2" 4 -13 x 1-12 -9 x 3-3/4 3/4" 4 1/2"-13 x 1-12" 12 -9 x 3-3/4 4 1/2"-12 -8 x 4- 1-1/2" 4 1/2"-16" 16 -8 x 4- 4 -11 x 2-16 1-- 2-4 -20 1-- 3" 4 -20 1--7 x 5- 8 -28 1--7 x 6- 5" 8 3/4"-10 x 3-1/4 32 1-- 8 3/4"-10 x 3-1/4 36 1--6 x 7- 8 3/4"-10 x 3-44 1-1 -6 x 7- - SERVICES - 51 ROMAC INDUSTRIES, INC. STAINLESS STEEL TAPPING SLEEVE (SST™) WITH STAINLESS STEEL FLANGE SUBMITTAL INFORMATION Note: Sleeve meets the requirements of MSS SP-60 and AWWAC223 MATERIALS Flange 304 Stainless Steel Flange per AWWA C228-08. ANSI class 125 and 150 drillings and recessed to accept tapping valve. GMAW welded to neck. 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. Lugs 304 Stainless Steel, fused to sidebars by GMAW welding. Bolts 304 Stainless Steel, 4 inch sleeves use 1/2" UNC rolled thread, 6 - 12 inch sleeves use 5/8" UNC rolled thread. Bolts are GMAW welded to sidebar. Nuts Heavy hex, 304 Stainless Steel, 4 inch nominal size sleeves uses 1/2" UNC threads, 6 inch nominal size and larger sleeves uses 5/8" UNC thread. Nuts coated to prevent galling. Washers ½” or 5/8" 304 Stainless Steel flat washers. 1/2" or 5/8" Plastic washer prevents galling between nut or stainless steel washer and lifter bar on all sizes. Armors Heavy gauge 304 Stainless Steel. Lifter Bars 304 Stainless Steel, lip curved to hold position while tightening. Heavy gauge serves as bearing surface for nuts. 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. 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 SIZES AND RANGES, SEE CATALOG. 7/11 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 15-8-0005 ROMAC INDUSTRIES, INC. STAINLESS STEEL TAPPING SLEEVE (SST™) WITH STAINLESS STEEL FLANGE Product Certification Mueller Copper Tube products are all manufactured in the USA. All tubing produced in Fulton, MS, and Wynne, AR, is seamless and of UNS C12200 grade of copper and is manufactured to meet the chemical and mechanical properties of the applicable ASTM specifications set forth below. When specified at order placement, Mueller Copper Tube can supply Certified Tube to meet all requirements of the current applicable ASTM specification, at an additional cost. Streamline Copper Water Tube (Types K,L,M) ASTM B88 and ANSI/NSF 61 Streamline Copper Refrigeration Service Coils ASTM B280 Streamline Nitrogenized ACR Hard Drawn Copper Tube - ASTM B280 Streamline Copper Drainage Tube (DWV) ASTM B306 * Please contact Technical Services for certification in Oxygen and Medical service tube. (1.662.862.1700) Oxygen & Medical Service Tube - To ASTM B819 (Types K & L) Hard Drawn Straight Lengths Only in Accordance To CGA Cleanness Specification; CGA G4.1 (Compressed Gas Association); & NFPA 99 (Health Care Facilities). NSF 61 Restriction Statement: Copper Tube (Alloy C12200) is certified by NSF to ANSI/NSF Standard 61 for public water supplies meeting or in the process of meeting the U.S. EPA Lead and Copper Rule (56FR 26460, June 7, 1991). Water supplies with pH less than 6.5 may require corrosion control to limit copper solubility in drinking water. P. O. BOX 849 FULTON, MS 38843 (662) 862-1700 FAX (662) 862-3002 P. O. BOX 309 WYNNE, AR 72396 (870) 238-3201 FAX (870) 238-8724 Subbmitted by SUBM : ITTAL A.Y. McDona DATA SUBMIT ald Mfg. CO. SHEET TAL INFOR Toll Free: Fax: Hours: T RMATION FEATURES • Made from cast iron per ASTM A48, Class 25 • Lockless lid is available. Add "-LL" to the end of catalog number • Finish is black E-coating IRON YOKEBOX LOCKING LID 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. 12/01/09 Yokebox Lid SUBMITTAL INFORMATION 8-7/8" 5-3/8" Iron Locking Lid 6-1/2" 10" APPROX. WT. LBS. CATALOG NUMBER SUBMITTED ITEMS 5 YL FEATURES • Made from cast iron per ASTM A48, Class 25 • Finish is black E-coating. SHALLOW TYPE UPPER CASTING 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. 04/13/07 Yokebox Upper Section SUBMITTAL INFORMATION APPROX. WT. LBS. CATALOG NUMBER SUBMITTED ITEM(S) 16 YUC-7 13-1/4" 5-5/8" x 9-1/8" Opening7"7-1/8" 10-5/8" Series 1700 MEGALUG® Restraint Harness for Push On Joints on Ductile Iron Pipe Features and Applications: • Restraint harness for ductile iron pipe to pipe push on joints • Restraint harness meets or exceeds ANSI/AWWA C151A21.51 and ANSI/ AWWA C150/A21.50 standards • Minimum 2 to 1 safety factor • MEGALUG Restraint Ring on spigot side of joint • Split Bell Ring design for ease of installation • Constructed of ASTM A536 ductile iron • MEGA-BOND® Restraint Coating System For use on water or wastewater pipelines subject to hydrostatic pressure and tested in accordance with either AWWA C600 or ASTM D2774. PSI Ratings Nominal Pipe Size Series Number Approximate Shipping Weight Rated Pressure (PSI) 3 1703 16.91 350 4 1704 19.96 350 6 1706 28.92 350 8 1708 37.92 350 10 1710 56.34 350 12 1712 74.02 350 14 1714 119.62 350 16 1716 134.40 350 18 1718 138.40 250 20 1720 161.88 250 24 1724 242.36 250 30 1730 312.00 250 36 1736 475.00 250 42 1742* 1,131.00 250 48 1748* 1,345.00 250 NOTES: For applications for pressure other than those shown, please contact EBAA for assistance. * Series 1742 and 1748 consist of two MEGALUGS, one on the spigot and one behind the bell. 1010-J Copyright 2006 © EBAA Iron, Inc. Ductile iron pipe bell restraint shall consist of a wedge action restraint ring on the spigot joined to a split ductile iron ring behind the bell. The restraint ring shall have individually actuated wedges that increase their resistance to pull-out as pressure or external forces increase. The restraint ring and its wedging components shall be made of ductile iron conforming to ASTM A536. The wedges shall be heat treated to a minimum hardness of 370 BHN. Torque limiting twist off nuts shall be used to insure proper actuation of the restraining wedges. The split ring shall be made of ductile iron conforming to ASTM A536. The restraint devices shall be coated using MEGA-BOND® MEGA-BOND visit www.ebaa.com.) The connecting tie rods that join the two rings shall be made of low alloy steel that conforms to ANSI/AWWA C111/A21.11. The assembly shall have a rated pressure with a minimum two to one safety factor of 350 PSI in the sixteen inch size and below 250 PSI in the eighteen through thirty-six inch sizes. The product shall be the Series 1700 MEGALUG® restraint harness, manufactured by EBAA Iron, Inc., or approved equal. Series 1706 restraining 6 inch ductile iron pipe to pipe push on joint. 3 1703 16.91 350 Series 1700 Submittal Reference Drawing A B C D Nominal Pipe Size Series Number Pipe O.D. Maximum Bell O.D. Cleared Casing Clearance (w/Nuts Off) Thrust Rod (Quantity - Size) 3 1703 3.96 5.44 9.06 4 1704 4.80 6.60 9.90 4 - ¾ x 13 6 1706 6.90 8.60 12.00 6 - ¾ x 13 8 1708 9.05 10.9 14.15 6 - ¾ x 13 10 1710 11.10 13.1 16.20 8 - ¾ x 18 12 1712 13.20 15.4 18.30 8 - ¾ x 18 14 1714 15.30 17.9 21.88 8 - ¾ x 18 16 1716 17.40 20.1 24.13 10 - ¾ x 18 18 1718 19.50 22.4 26.50 10 - ¾ x 18 20 1720 21.60 24.6 28.50 12 - ¾ x 18 24 1724 25.80 29.1 33.38 14 - ¾ x 18 30 1730 32.00 35.8 40.25 16 - 1 x 18 36 1736 38.30 42.6 46.75 20 - 1 x 18 42 1742* 44.50 49.2 55.57 24 - 1¼ x 28 48 1748* 50.80 56.1 61.87 28 - 1¼ x 28 *Series 1742 and 1748 are comprised of two MEGALUGS ; one on the spigot and the other behind the bell. NOTES: Dimension are in inches and are subject to change without notice. The Series 1700 is designed for restraining ductile iron pipe, conforming to ANSI/AWWA C151/A21.51 (all thickness classes) push-on pipe bells. It has a restraint ring on the spigot and a split ring behind the bell. 1.Install the split ring behind the bell in the direc- tion indicated on the casting. Tighten the clamp bolts to 90 ft-lbs. 2.Place the Series 1100 MEGALUG® restraint gland on the spigot with the lip extension toward the bell. 3.Assemble the push-on joint per the pipe manufacturer’s instructions. 4.Position the Series 1100 MEGALUG® restraint on the spigot such that the bolts are in align- ment and the distance between the rings is suitable for the tie bolt length. Allow enough room on the tie bolt to fully engage the nuts with several threads showing. 5.Install the tie bolts in each available bolt hole for maximum distribution of operating forces. Place nuts on the end of the tie bolts. Allow room on the tie bolt to fully engage the nut with several threads showing. 6.Pull the restraint ring away from the joint until the slack is removed from the tie bolts. 7.Tighten the torque limiting twist-off nuts in a clockwise direction (direction indicated by contact with the pipe surface. Continue tighten- ing in an alternate manner until all of the nuts have been twisted off. 8.Tighten the tie bolt nuts until the ring behind bell. Do not tighten these bolts enough to force the spigot further into the bell. 9. heads provided. If reassembly is required, assemble the product in the same manner as indicated in the previous steps and tighten the wedge bolts to 90 ft-lbs. Installation Instructions For Sizes 42 inch and 48 inch, two solid ring MEGALUGS are provided. One MEGALUG will be placed on the spigot with the lip extension toward the bell. The second will slide along the barrel of the second pipe and placed behind the bell (lip extension toward the bell). Then proceed with steps 3 - 8. 3 1703 3.96 5.44 9.06 DOHN CONSTRUCTION, INC. SUBMITTED FOR APPROVAL By: Dohn Construction, Inc. 2642 Midpoint Drive Fort Collins, CO 80525 Attention: Lorne Bourdo OZ Architecture 3003 Larimer St. Denver, CO 80205 RE:Project: Willow Street Apartments Subcontractor/Supplier: Martin & Sons Excavating, Inc., 970-635-0404 Submittal #: 80, Revision: 0 Please review the following submittal(s) and return to Kayla Utter by 04/02/2020. Submittal Item Status Date Submitted Spec. No. 3 : PVC Liner Product Data For Approval 03/19/2020 310200-005 General Contractor: Architect/Engineer: DOHN CONSTRUCTION, INC. REJECTED NO EXCEPTIONS TAKEN MAKE CORRECTION NOTED REVISE AND RESUBMIT BY Kayla Utter DATE 03/19/2020 Remarks: Phone: (800) 446-4898 Fax: (303) 446-8798 info@LangeContainment.com www.LangeContainment.com PVC GEOMEMBRANE SEAMING INSTRUCTIONS Chemical Fusion Method When performing chemical fusion seaming or patching of a PVC Geomembrane, you must take extreme care. The chemicals used in this process are hazardous and can cause damage to the user, observers, the geomembrane, or the surroundings if used carelessly. When using these chemicals always assure the following: 1. Always wear safety glasses when using chemicals. 2. Always wear a chemical resistant glove on any hand which may come in contact with the chemicals. 3. Always use chemicals in a well ventilated area. Do not use the chemicals in a confined space and do not inhale the fumes from the chemicals. Lay-out the factory fabricated PVC liners in a logical sequence predetermined by the installer. All panels should be placed as straight and wrinkle free as possible with a minimum 6 inches overlap on all field seams. Before the seaming process beings, sandbags, tires, or suitable ballast should be placed on the liner edges in the event of wind. Start in the center of the seam and work towards the end of the panel. If the bedding under the liner is unsuitable, corrugated cardboard, belting, or a 1 x 10 board may be slid under the liner at the seam to provide a desired surface. Fold back the top flap of the PVC liner a minimum of 4 inches and clean both surfaces of dust, dirt, etc. Once the seam area is clean, apply a 4 inch wide uniform coat of PVC adhesive to both surfaces using a paint roller or brush. A thin, uniform coat is all that is necessary. Once the adhesive begins to dry (the surface should be tacky to the touch), roll the top flap over evenly onto the bottom surface. Smooth with a hand operated roller once the seam is constructed. If any adhesive is forced out from the seam, wipe off the liner immediately with a lint free cloth. Should a wrinkle (fish-mouth) develop, it should be split and sealed with a patch extending a minimum of 6 inches beyond the cut in all directions. The corners of the patch should be rounded in the same manner as a tire patch. HH-66 Vinyl Cement Safety Data Sheet According To Federal Register / Vol. 77, No. 58 / Monday, March 26, 2012 / Rules And Regulations Revision Date: 01/05/2015 Date of issue: 01/05/2015 Supersedes Date: 05/08/2013 Version: 1.0 01/05/2015 EN (English US) 1/8 SECTION 1: IDENTIFICATION 1.1. Product Identifier Product Form: Mixture Product Name: HH-66 Vinyl Cement Synonyms: Thermoplastic Polyurethane Adhesive Blend/Compound 1.2. Intended Use of the Product: No additional information available 1.3. Name, Address, and Telephone of the Responsible Party Company RH Products Co., Inc. 308 Old High Street Acton, MA USA 01720 Information Telephone Number: 1-978-897-8000 1.4. Emergency Telephone Number Emergency Number : 1-800-535-5053 INFOTRAC; 1-352-323-3500 INFOTRAC International SECTION 2: HAZARDS IDENTIFICATION 2.1. Classification of the Substance or Mixture Classification (GHS-US) Flam. Liq. 2 H225 Eye Irrit. 2A H319 Repr. 2 H361 STOT SE 3 H336 STOT RE 2 H373 2.2. Label Elements GHS-US Labeling Hazard Pictograms (GHS-US) : GHS02 GHS07 GHS08 Signal Word (GHS-US) : Danger Hazard Statements (GHS-US) : H225 - Highly flammable liquid and vapor. H319 - Causes serious eye irritation. H336 - May cause drowsiness or dizziness. H361 - Suspected of damaging fertility or the unborn child. H373 - May cause damage to organs through prolonged or repeated exposure. Precautionary Statements (GHS-US) : P201 - Obtain special instructions before use. P202 - Do not handle until all safety precautions have been read and understood. P210 - Keep away from heat, hot surfaces, open flames, sparks. - No smoking. P233 - Keep container tightly closed. P240 - Ground/bond container and receiving equipment. P241 - Use explosion-proof electrical, lighting, ventilating equipment. P242 - Use only non-sparking tools. P243 - Take precautionary measures against static discharge. P260 - Do not breathe vapors, mist, spray. P264 - Wash hands, forearms, and exposed areas thoroughly after handling. P271 - Use only outdoors or in a well-ventilated area. P280 - Wear eye protection, protective clothing, protective gloves. P303+P361+P353 - If on skin (or hair): Take off immediately all contaminated clothing. Rinse skin with water/shower. P304+P340 - IF INHALED: Remove person to fresh air and keep at rest in a position comfortable for breathing. P305+P351+P338 - IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. P308+P313 - If exposed or concerned: Get medical advice/attention. P312 - Call a poison center if you feel unwell. P337+P313 - If eye irritation persists: Get medical advice/attention. HH-66 Vinyl Cement Safety Data Sheet According to Federal Register / Vol. 77, No. 58 / Monday, March 26, 2012 / Rules and Regulations 01/05/2015 EN (English US) 2/8 P370+P378 - In case of fire: Use dry chemical powder, alcohol-resistant foam, carbon dioxide (CO2) to extinguish. P403+P233 - Store in a well-ventilated place. Keep container tightly closed. P235+P405 - Keep cool. Store locked up. P501 - Dispose of contents/container according to local, regional, national, and international regulations. 2.3. Other Hazards No additional information available 2.4. Unknown Acute Toxicity (GHS-US) No data available SECTION 3: COMPOSITION/INFORMATION ON INGREDIENTS 3.1. Substance Not applicable 3.2. Mixture Name Product Identifier % Classification (GHS-US) Methyl ethyl ketone (CAS No) 78-93-3 44 Flam. Liq. 2, H225 Eye Irrit. 2A, H319 STOT SE 3, H336 Acetone (CAS No) 67-64-1 34 Flam. Liq. 2, H225 Eye Irrit. 2A, H319 STOT SE 3, H336 Proprietary Component Proprietary* 14.1 Not classified Toluene (CAS No) 108-88-3 7.9 Flam. Liq. 2, H225 Skin Irrit. 2, H315 Repr. 2, H361 STOT SE 3, H336 STOT RE 2, H373 Asp. Tox. 1, H304 Aquatic Acute 2, H401 Aquatic Chronic 3, H412 * The specific chemical identity and/or exact percentage (concentration) of composition has been withheld as a trade secret. Full text of H-phrases: see section 16 SECTION 4: FIRST AID MEASURES 4.1. Description of First Aid Measures First-aid Measures General: Never give anything by mouth to an unconscious person. If you feel unwell, seek medical advice (show the label where possible). First-aid Measures After Inhalation: Using proper respiratory protection, immediately move the exposed person to fresh air. Assure fresh air breathing. Call a physician if symptoms occur. First-aid Measures After Skin Contact: Remove contaminated clothing. Gently wash with plenty of soap and water followed by rinsing with water for at least 15 minutes. Call a POISON CENTER or doctor/physician if you feel unwell. Wash contaminated clothing before reuse. First-aid Measures After Eye Contact: Rinse cautiously with water for at least 15 minutes. Remove contact lenses, if present and easy to do. Continue rinsing. Obtain medical attention. First-aid Measures After Ingestion: Rinse mouth. Do NOT induce vomiting. Immediately call a POISON CENTER or doctor/physician. 4.2. Most important symptoms and effects, both acute and delayed Symptoms/Injuries: Causes serious eye irritation. Vapors may cause drowsiness and dizziness. Symptoms/Injuries After Inhalation: High concentration of vapours may induce: headache, dizziness, drowsiness, nausea and vomiting. Symptoms/Injuries After Skin Contact: Repeated exposure may cause skin dryness or cracking. Symptoms/Injuries After Eye Contact: Causes serious eye irritation. Symptoms/Injuries After Ingestion: Ingestion is likely to be harmful or have adverse effects. Chronic Symptoms: May cause damage to organs through prolonged or repeated exposure. May cause damage to central nervous system, liver, and kidneys. Suspected of damaging fertility or the unborn child. HH-66 Vinyl Cement Safety Data Sheet According to Federal Register / Vol. 77, No. 58 / Monday, March 26, 2012 / Rules and Regulations 01/05/2015 EN (English US) 3/8 4.3. Indication of Any Immediate Medical Attention and Special Treatment Needed If exposed or concerned, get medical advice and attention. SECTION 5: FIRE-FIGHTING MEASURES 5.1. Extinguishing Media Suitable Extinguishing Media: Dry chemical powder, alcohol-resistant foam, carbon dioxide (CO2). Unsuitable Extinguishing Media: Do not use a heavy water stream. Use of heavy stream of water may spread fire. 5.2. Special Hazards Arising From the Substance or Mixture Fire Hazard: Highly flammable liquid and vapor. Explosion Hazard: May form flammable/explosive vapor-air mixture. Heat may build pressure, rupturing closed containers, spreading fire and increasing risk of burns and injuries. Reactivity: Reacts violently with oxidants causing fire and explosion hazard. 5.3. Advice for Firefighters Precautionary Measures Fire: Exercise caution when fighting any chemical fire. Firefighting Instructions: Use water spray or fog for cooling exposed containers. Do not get water inside containers. Do not apply water stream directly at source of leak. Fight fire from safe distance and protected location. Protection During Firefighting: Do not enter fire area without proper protective equipment, including respiratory protection. Other Information: Refer to Section 9 for flammability properties. SECTION 6: ACCIDENTAL RELEASE MEASURES 6.1. Personal Precautions, Protective Equipment and Emergency Procedures General Measures: Use special care to avoid static electric charges. Keep away from heat/sparks/open flames/hot surfaces. No smoking. Do not get in eyes, on skin, or on clothing. Do not breathe vapour or mist. 6.1.1. For Non-emergency Personnel Protective Equipment: Use appropriate personal protection equipment (PPE). Emergency Procedures: Evacuate unnecessary personnel. 6.1.2. For Emergency Responders Protective Equipment: Equip cleanup crew with proper protection. Emergency Procedures: Ventilate area. Eliminate ignition sources. Stop leak if safe to do so. 6.2. Environmental Precautions Prevent entry to sewers and public waters. 6.3. Methods and Material for Containment and Cleaning Up For Containment: Absorb and/or contain spill with inert material, then place in suitable container. Do not take up in combustible material such as: saw dust or cellulosic material. Methods for Cleaning Up: Clear up spills immediately and dispose of waste safely. Use only non-sparking tools. 6.4. Reference to Other Sections See heading 8, Exposure Controls and Personal Protection. Concerning disposal elimination after cleaning, see item 13. SECTION 7: HANDLING AND STORAGE 7.1. Precautions for Safe Handling Additional Hazards When Processed: Handle empty containers with care because residual vapors are flammable. Hygiene Measures: Handle in accordance with good industrial hygiene and safety procedures. Wash hands and other exposed areas with mild soap and water before eating, drinking, or smoking and again when leaving work. 7.2. Conditions for Safe Storage, Including Any Incompatibilities Technical Measures: Proper grounding procedures to avoid static electricity should be followed. Storage Conditions: Store in a dry, cool and well-ventilated place. Keep container closed when not in use. Keep in fireproof place. Incompatible Products: Strong acids. Strong bases. Strong oxidizers. 7.3. Specific End Use(s) No additional information available SECTION 8: EXPOSURE CONTROLS/PERSONAL PROTECTION 8.1. Control Parameters Toluene (108-88-3) USA ACGIH ACGIH TWA (ppm) 20 ppm USA NIOSH NIOSH REL (TWA) (mg/m³) 375 mg/m³ USA NIOSH NIOSH REL (TWA) (ppm) 100 ppm USA NIOSH NIOSH REL (STEL) (mg/m³) 560 mg/m³ USA NIOSH NIOSH REL (STEL) (ppm) 150 ppm USA IDLH US IDLH (ppm) 500 ppm HH-66 Vinyl Cement Safety Data Sheet According to Federal Register / Vol. 77, No. 58 / Monday, March 26, 2012 / Rules and Regulations 01/05/2015 EN (English US) 4/8 USA OSHA OSHA PEL (TWA) (ppm) 200 ppm USA OSHA OSHA PEL (Ceiling) (ppm) 300 ppm Acetone (67-64-1) USA ACGIH ACGIH TWA (ppm) 500 ppm USA ACGIH ACGIH STEL (ppm) 750 ppm USA NIOSH NIOSH REL (TWA) (mg/m³) 590 mg/m³ USA NIOSH NIOSH REL (TWA) (ppm) 250 ppm USA IDLH US IDLH (ppm) 2500 ppm (10% LEL) USA OSHA OSHA PEL (TWA) (mg/m³) 2400 mg/m³ USA OSHA OSHA PEL (TWA) (ppm) 1000 ppm Methyl ethyl ketone (78-93-3) USA ACGIH ACGIH TWA (ppm) 200 ppm USA ACGIH ACGIH STEL (ppm) 300 ppm USA NIOSH NIOSH REL (TWA) (mg/m³) 590 mg/m³ USA NIOSH NIOSH REL (TWA) (ppm) 200 ppm USA NIOSH NIOSH REL (STEL) (mg/m³) 885 mg/m³ USA NIOSH NIOSH REL (STEL) (ppm) 300 ppm USA IDLH US IDLH (ppm) 3000 ppm USA OSHA OSHA PEL (TWA) (mg/m³) 590 mg/m³ USA OSHA OSHA PEL (TWA) (ppm) 200 ppm 8.2. Exposure Controls Appropriate Engineering Controls : Emergency eye wash fountains and safety showers should be available in the immediate vicinity of any potential exposure. Gas detectors should be used when flammable gases/vapors may be released. Provide exhaust ventilation or other engineering controls to keep the airborne concentrations of vapor or mists below the applicable workplace exposure limits indicated above. All electrical equipment should comply with the National Electric Code. Ensure all national/local regulations are observed. Personal Protective Equipment : Full protective flameproof clothing. Protective goggles. Gloves. Insufficient ventilation: wear respiratory protection. Materials for Protective Clothing : Wear fire/flame resistant/retardant clothing. Hand Protection : Wear chemically resistant protective gloves. Eye Protection : Chemical goggles or safety glasses. Skin and Body Protection : Wear suitable protective clothing. Respiratory Protection : Use NIOSH-approved air-purifying or supplied-air respirator where airborne concentrations of vapor or mist are expected to exceed exposure limits. Other Information : When using, do not eat, drink or smoke. SECTION 9: PHYSICAL AND CHEMICAL PROPERTIES 9.1. Information on Basic Physical and Chemical Properties Physical State : Liquid Appearance : Clear Odor : Strong Aromatic Odor/sharp mint like fragrance Odor Threshold : No data available pH : No data available Evaporation Rate : No data available Melting Point : No data available Freezing Point : No data available Boiling Point : > 35 °C (95.00 °F) Flash Point : -14 °C ASTM D-56 (6.80 °F) Auto-ignition Temperature : No data available Decomposition Temperature : No data available Flammability (solid, gas) : No data available HH-66 Vinyl Cement Safety Data Sheet According to Federal Register / Vol. 77, No. 58 / Monday, March 26, 2012 / Rules and Regulations 01/05/2015 EN (English US) 5/8 Vapor Pressure : No data available Relative Vapor Density at 20 °C : > 1 (heavier than air) Relative Density : 0.88 (water = 1) Solubility : Insoluble in water. Partition Coefficient: N-octanol/water : No data available Viscosity : No data available Lower Flammable Limit : 1 % Upper Flammable Limit : 12 % 9.2. Other Information VOC content : 51.9 % (3.59 lbs/gal or 430 g/l) SECTION 10: STABILITY AND REACTIVITY 10.1. Reactivity: Reacts violently with oxidants causing fire and explosion hazard. 10.2. Chemical Stability: Stable under recommended handling and storage conditions (see section 7). 10.3. Possibility of Hazardous Reactions: Hazardous polymerization will not occur. 10.4. Conditions to Avoid: Direct sunlight. Extremely high or low temperatures. Open flame. Ignition sources. 10.5. Incompatible Materials: Strong acids. Strong bases. Strong oxidizers. 10.6. Hazardous Decomposition Products: Carbon oxides (CO, CO2). SECTION 11: TOXICOLOGICAL INFORMATION 11.1. Information On Toxicological Effects Acute Toxicity: Not classified Toluene (108-88-3) LD50 Oral Rat 5580 mg/kg LD50 Dermal Rabbit 8390 mg/kg ATE (Vapors) 25.70 mg/l/4h Acetone (67-64-1) LD50 Oral Rat 5800 mg/kg LD50 Dermal Rabbit 15688 mg/kg LC50 Inhalation Rat 44 g/m³ Methyl ethyl ketone (78-93-3) LD50 Oral Rat 2054 mg/kg LD50 Dermal Rat > 10 ml/kg LC50 Inhalation Rat 23500 mg/m³ (Exposure time: 8 h) Skin Corrosion/Irritation: Not classified Serious Eye Damage/Irritation: Causes serious eye irritation. Respiratory or Skin Sensitization: Not classified Germ Cell Mutagenicity: Not classified Carcinogenicity: Not classified Toluene (108-88-3) IARC group 3 Reproductive Toxicity: Suspected of damaging fertility or the unborn child. Specific Target Organ Toxicity (Single Exposure): May cause drowsiness or dizziness. Specific Target Organ Toxicity (Repeated Exposure): May cause damage to organs through prolonged or repeated exposure. Aspiration Hazard: Not classified Symptoms/Injuries After Inhalation: High concentration of vapours may induce: headache, dizziness, drowsiness, nausea and vomiting. Symptoms/Injuries After Skin Contact: Repeated exposure may cause skin dryness or cracking. Symptoms/Injuries After Eye Contact: Causes serious eye irritation. Symptoms/Injuries After Ingestion: Ingestion is likely to be harmful or have adverse effects. Chronic Symptoms: May cause damage to organs through prolonged or repeated exposure. May cause damage to central nervous system, liver, and kidneys. Suspected of damaging fertility or the unborn child. SECTION 12: ECOLOGICAL INFORMATION 12.1. Toxicity Toluene (108-88-3) LC50 Fish 1 15.22 - 19.05 mg/l (Exposure time: 96 h - Species: Pimephales promelas [flow-through]) EC50 Daphnia 1 5.46 - 9.83 mg/l (Exposure time: 48 h - Species: Daphnia magna [Static]) HH-66 Vinyl Cement Safety Data Sheet According to Federal Register / Vol. 77, No. 58 / Monday, March 26, 2012 / Rules and Regulations 01/05/2015 EN (English US) 6/8 LC 50 Fish 2 12.6 mg/l (Exposure time: 96 h - Species: Pimephales promelas [static]) EC50 Daphnia 2 11.5 mg/l (Exposure time: 48 h - Species: Daphnia magna) NOEC chronic crustacea 0.74 mg/l (Ceriodaphnia dubia) Acetone (67-64-1) LC50 Fish 1 4144.846 mg/l (Exposure time: 96 h - Species: Oncorhynchus mykiss) EC50 Daphnia 1 1679.66 mg/l (Exposure time: 48 h - Species: Daphnia magna [Static]) LC 50 Fish 2 6210 (6210 - 8120) mg/l (Exposure time: 96 h - Species: Pimephales promelas [static]) EC50 Daphnia 2 12600 (12600 - 12700) mg/l (Exposure time: 48 h - Species: Daphnia magna) Methyl ethyl ketone (78-93-3) LC50 Fish 1 3130 (3130 - 3320) mg/l (Exposure time: 96 h - Species: Pimephales promelas [flow-through]) EC50 Daphnia 1 520 mg/l (Exposure time: 48 h - Species: Daphnia magna) EC50 Daphnia 2 5091 mg/l (Exposure time: 48 h - Species: Daphnia magna) 12.2. Persistence and Degradability Acetone (67-64-1) Persistence and Degradability Readily biodegradable in water. 12.3. Bioaccumulative Potential Toluene (108-88-3) Log Pow 2.65 Acetone (67-64-1) BCF fish 1 0.69 Log Kow -0.24 Methyl ethyl ketone (78-93-3) Log Pow 0.29 12.4. Mobility in Soil No additional information available 12.5. Other Adverse Effects Other Information : Avoid release to the environment. SECTION 13: DISPOSAL CONSIDERATIONS 13.1. Waste treatment methods Waste Disposal Recommendations: Dispose of waste material in accordance with all local, regional, national, and international regulations. Additional Information: Handle empty containers with care because residual vapors are flammable. RCRA Waste Number: D001. SECTION 14: TRANSPORT INFORMATION 14.1. In Accordance with DOT Proper Shipping Name : ADHESIVES containing a flammable liquid Hazard Class : 3 Identification Number : UN1133 Label Codes : 3 Packing Group : II ERG Number : 128 14.2. In Accordance with IMDG Proper Shipping Name : ADHESIVES Hazard Class : 3 Identification Number : UN1133 Packing Group : II Label Codes : 3 EmS-No. (Fire): F-E EmS-No. (Spillage): S-D MFAG Number : 127 14.3. In Accordance with IATA Proper Shipping Name : ADHESIVES Packing Group : II Identification Number : UN1133 Hazard Class : 3 Label Codes : 3 HH-66 Vinyl Cement Safety Data Sheet According to Federal Register / Vol. 77, No. 58 / Monday, March 26, 2012 / Rules and Regulations 01/05/2015 EN (English US) 7/8 ERG Code (IATA) : 3L SECTION 15: REGULATORY INFORMATION 15.1 US Federal Regulations HH-66 Vinyl Cement SARA Section 311/312 Hazard Classes Fire hazard Immediate (acute) health hazard Delayed (chronic) health hazard Toluene (108-88-3) Listed on the United States TSCA (Toxic Substances Control Act) inventory Listed on United States SARA Section 313 RQ (Reportable quantity, section 304 of EPA's List of Lists) : 1000 lb SARA Section 313 - Emission Reporting 1.0 % Acetone (67-64-1) Listed on the United States TSCA (Toxic Substances Control Act) inventory EPA TSCA Regulatory Flag T - T - indicates a substance that is the subject of a Section 4 test rule under TSCA. Methyl ethyl ketone (78-93-3) Listed on the United States TSCA (Toxic Substances Control Act) inventory SARA Section 311/312 Hazard Classes Immediate (acute) health hazard Fire hazard Proprietary Component Listed on the United States TSCA (Toxic Substances Control Act) inventory 15.2 US State Regulations Toluene (108-88-3) U.S. - California - Proposition 65 - Developmental Toxicity WARNING: This product contains chemicals known to the State of California to cause birth defects. U.S. - California - Proposition 65 - Reproductive Toxicity Female WARNING: This product contains chemicals known to the State of California to cause (Female) reproductive harm. Toluene (108-88-3) U.S. - Massachusetts - Right To Know List U.S. - New Jersey - Right to Know Hazardous Substance List U.S. - Pennsylvania - RTK (Right to Know) - Environmental Hazard List U.S. - Pennsylvania - RTK (Right to Know) List Acetone (67-64-1) U.S. - Massachusetts - Right To Know List U.S. - New Jersey - Right to Know Hazardous Substance List U.S. - Pennsylvania - RTK (Right to Know) - Environmental Hazard List U.S. - Pennsylvania - RTK (Right to Know) List Methyl ethyl ketone (78-93-3) U.S. - Massachusetts - Right To Know List U.S. - New Jersey - Right to Know Hazardous Substance List U.S. - Pennsylvania - RTK (Right to Know) - Environmental Hazard List U.S. - Pennsylvania - RTK (Right to Know) List SECTION 16: OTHER INFORMATION, INCLUDING DATE OF PREPARATION OR LAST REVISION Revision Date : 01/05/2015 Other Information : This document has been prepared in accordance with the SDS requirements of the OSHA Hazard Communication Standard 29 CFR 1910.1200. GHS Full Text Phrases: ------ Aquatic Acute 2 Hazardous to the aquatic environment - Acute Hazard Category 2 ------ Aquatic Chronic 3 Hazardous to the aquatic environment - Chronic Hazard Category 3 ------ Asp. Tox. 1 Aspiration hazard Category 1 ------ Eye Irrit. 2A Serious eye damage/eye irritation Category 2A ------ Flam. Liq. 2 Flammable liquids Category 2 ------ Repr. 2 Reproductive toxicity Category 2 HH-66 Vinyl Cement Safety Data Sheet According to Federal Register / Vol. 77, No. 58 / Monday, March 26, 2012 / Rules and Regulations 01/05/2015 EN (English US) 8/8 ------ Skin Irrit. 2 Skin corrosion/irritation Category 2 ------ STOT RE 2 Specific target organ toxicity (repeated exposure) Category 2 ------ STOT SE 3 Specific target organ toxicity (single exposure) Category 3 ------ H225 Highly flammable liquid and vapor ------ H304 May be fatal if swallowed and enters airways ------ H315 Causes skin irritation ------ H319 Causes serious eye irritation ------ H336 May cause drowsiness or dizziness ------ H361 Suspected of damaging fertility or the unborn child ------ H373 May cause damage to organs through prolonged or repeated exposure ------ H401 Toxic to aquatic life ------ H412 Harmful to aquatic life with long lasting effects The information above is believed to be accurate and represents the information currently available to us. We however, make no warranty of merchantability or any other warranty, express or implied, with respect to this information, and we assume no liability resulting from its use. SDS US (GHS HazCom)