Transmittal Form For Submittals
Transmittal Form For Submittals
TRANSMITTAL FORM FOR PROJECT SUBMITTALS
Project Name: Project Number/ Code: Date: Destination (To):
SAN-J International Building Expansion
Source (From):
Hartwell Dillard-- C.T. Purcell Excavating, Inc. [email protected]
Names:
Category:
Subcontractor: C.T. Purcell Excavating, Inc. Manufacturer: Various Ferguson Supplier: Stormwater Drainage System
Type of Submittal: Submittal Purpose: Submittal Description: Specification Number and Title: Drawing Number/ Detail Reference: Number of Copies:
Action For review and approval Product Data/Specifications RCP, Roof Drains, HP, Nyloplast Basins, Frame & Covers Civil Plans 1 – electronic
7/25/16 Scott Clark--Clayco [email protected]
Submittal/ Transmittal Distribution Record:
Submitted for Review and Approval Resubmitted for Review and Approval Substitution Involved – Request Attached Items included in Submission will be ordered immediately upon receipt of approval
Remarks:
Signature of Transmitter: Copies to:
Hartwell Dillard Owner Architect Engineer Contractor Subcontractor Other:
Post Office Box 171, Montpelier, Virginia 23192 ● (804) 512-5447 ● (804) 883-7605 (Fax) Class A License # 2705 087012A www.ctpurcellinc.com
SAN-J INTERNATIONAL CT Purcell Excavating INC
RCP STORM PIPE
Basic Dimensions I.D. Pipe (in.) 12 15 18 21 24 27 30 36 42
Pipe Section Length (Ft.) 8 8 8 8 8 8 8 8 8
Nominal Nominal Wall O.D. Thickness (in.) (in.) 19 2 19 1/2 2 1/4 23 2 1/2 26 1/2 2 3/4 30 3 33 1/2 3 1/4 37 3 1/2 44 4 51 4 1/2
Spig. Jt. Dia. (in.) 15 1/4 18 3/4 22 1/8 25 5/8 29 1/8 32 1/2 36 42 7/8 46 1/4
Spig. Jt. Depth (in.) 3 5/8 3 5/8 3 5/8 3 7/8 3 7/8 2 7/8 4 4 4
"A" Dim. (in.) 15/16 15/16 15/16 1 3/16 1 3/16 1 5/16 1 5/16 1 5/16 3/4
Bell O.D. (in.) 20 24 28 31 3/4 35 1/2 39 1/4 43 1/4 51 1/4 52
Bell Lgth. (in.) 5 5 5 6 6 1/2 6 1/2 7 7 1/2 7
Approx. Wt / Ft (Lbs) 130 160 190 240 300 370 440 600 860
HP STORM PIPE
ADS, Inc. Drainage Handbook Specifications ♦ 1-22 ________________________________________________________________________________________________
ADS N-12® HP 12”- 60” PIPE SPECIFICATION Scope This specification describes 12- through 60-inch (300 to 1500 mm) ADS N-12 HP pipe for use in gravity-flow storm drainage applications. Pipe Requirements • 12- through 30-inch (300 to 750 mm) pipe shall have a smooth interior and annular exterior corrugations and meet ASTM F2736 • 36- through 60-inch (900 to 1500 mm) pipe shall have a smooth interior and annular exterior corrugations • Manning’s “n” value for use in design shall be 0.012. Joint Performance Pipe shall be joined with a gasketed integral bell & spigot joint meeting the requirements of ASTM F2736, for applicable diameters. 12- through 60-inch (300 to 1500 mm) shall be watertight according to the requirements of ASTM D3212. Spigots shall have gaskets meeting the requirements of ASTM F477. Gasket 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 750 mm) diameters shall have a reinforced bell with a polymer composite band installed by the manufacturer. Fittings Fittings shall conform to ASTM F2736, for applicable diameters. Bell & spigot connections shall utilize a spunon, welded or integral bell and spigot with gaskets meeting ASTM F477. Fitting joints shall meet the watertight joint performance requirements of ASTM F2736 or ASTM D3212. Field Pipe and Joint Performance To assure watertightness, field performance verification may be accomplished by testing in accordance with ASTM F2487. Appropriate safety precautions must be used when field-testing any pipe material. Contact the manufacturer for recommended leakage rates. Material Properties Polypropylene compound for pipe and fitting production shall be impact modified copolymer meeting the material requirements of ASTM F2736, Section 4. Installation Installation shall be in accordance with ASTM D2321 and ADS recommended installation guidelines, with the exception that minimum cover in traffic areas for 12- through 48-inch (300 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. Backfill for minimum cover situations shall consist of Class 1, Class 2 (minimum 90% SPD) or Class 3 (minimum 95%) material. Maximum fill heights depend on embedment material and compaction level; please refer to Technical Note 2.04. Contact your local ADS representative or visit our website at www.adspipe.com for a copy of the latest installation guidelines. Pipe Dimensions Pipe I.D. in (mm) Pipe O.D.* in (mm) Minimum Pipe Stiffness @ 5% Deflection* #/in./in. (kN/m2)
12 (300) 14.5 (368)
Nominal Diameter, in (mm) 15 18 24 30 (375) (450) (600) (750) 17.6 21.2 28.0 35.4 (447) (538) (711) (899)
36 (900) 41.1 (1044)
48 (1200) 53.8 (1367)
60 (1500) 66.5 (1689)
70 (480)
60 (411)
40 (275)
35 (240)
30 (205)
56 (385)
50 (343)
46 (320)
* Minimum pipe stiffness values listed; contact a representative for maximum values
© ADS, Inc., May 2010
PVC ROOF DRAIN PIPE & FITTINGS
Product Description: 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 nonpressure applications. With top quality raw materials and modern processing technology North American Pipe's ASTM D3034 Gravity Sewer pipe meets all industry standards in addition to our own rigorous quality control standards. North American Pipe’s ASTM D3034 Gravity Sewer pipe utilizes Reiber style gaskets throughout the entire product offering. North American Pipe produces a full range of ASTM D3034Gravity Sewer pipe in SDR-35 and SDR-26 classifications. Whether specifying or installing our pipe you can be assured that North American Pipe will provide the pipe “Right, On Time, All the Time”.
This product is made in accordance with the following specifications: ASTM D3034 ASTM D3212
ASTM D1784
ASTM F477
Short Form Specification for North American Pipe Corporation ASTM D3034 Gasketed Gravity Sewer Pipe PVC gravity sewer pipe shall be made from a compound conforming to a cell classification of 12454 or 12364 as defined by ASTM D1784 and in accordance with ASTM D3034 for sizes four inch through fifteen inch. The wall thickness, when tested according to ASTM D3412, shall correspond to a dimension ratio of SDR 35 with a pipe stiffness value of 46 or SDR26 with a pipe stiffness of 115 for heavy wall pipe. Integral bells shall incorporate locked in gaskets meeting the requirements of ASTM D3212 and F477. The pipe shall be provided in lengths of 14 feet or 20 feet as required.
Rev: 06/2009
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” 6” 8” 10” 12” 15”
4.215 6.275 8.400 10.500 12.500 15.300
5.25 7.50 10.00 12.25 14.25 17.25
4.27 5.40 6.27 7.16 8.04 9.61
3.13 4.00 4.13 5.13 5.38 7.38
NOMINAL PIPE SIZE
SDR 35 (T)
SDR 26 (T)
SDR 23.5 (T)
4” 6” 8” 10” 12” 15”
.120 .180 .240 .300 .360 .437
.162 .241 .323 .404 .481 .588
.178 .265
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: 06/2009
PRODUCT INFORMATION
TRENCH TOUGH PLUS TM SDR35 SEWER FITTINGS Description and Applications
Joint Design
Trench Tough PlusTM SDR35 sewer fittings are designed to be used with standard PVC SDR35 sewer pipe manufactured under ASTM D3034, F679 or F1760. They can be used for both wastewater and stormwater applications, as well as the conveyance of industrial wastes.
The Trench Tough Plus joint is third-party certified to withstand a 15 psi hydrostatic pressure, which is important in case sewer surcharges.
These fittings are reinforced to SDR26 thickness at strategic locations such as the branches of tees and wyes for optimal long-term performance.
Applicable Standards ASTM F1336 ASTM F679 ASTM D3034
Joints are third-party certified to withstand a -10.8 psi vacuum pressure, which is necessary if the fitting is installed below the groundwater level. Each of the above performance levels are tested with the joint deflected 5º, as well as a 5% ring deflection. This simulates a “worst case” installation scenario. While the joint forms an extremely tight seal, the insertion forces required to assemble the joint are significantly lower than for competing fittings. Multi Fittings joints easily meet the tough maximum infiltration/exfiltration limits set for PVC pipe of 25 U.S. gal./in.dia./mile/day.
CSA B182.2
Available Configurations
CSA B181.2
Multi Fittings has the widest range of molded fittings in North America. Any other configurations can be fabricated. For a complete list of the Multi Fittings product lineup, please refer to the Multi Fittings Price List or go to www.multifittings.com.
IAPMO File 2431
Short Form Specifications All sewer fittings must comply with the ASTM D3034 and ASTM F1336 Standards. Fittings must be third party certified to CSA B182.2 or the above ASTM standards. Proof of third party verification must be supplied to the project engineer prior to approval. Fitting joints must withstand a minimum 15 psi hydrostatic pressure and a -10.8 psi vacuum pressure for at least 10 minutes with no leakage while joint is deflected 5º and ring deflection is 5%. Proof of laboratory testing to this effect must be supplied with fittings. Impact testing will be carried out both at 73ºF and at 32ºF with no cracking or splitting allowed. Proof of laboratory testing to this effect must be supplied with fittings.
6
MULTI FITTINGS MUNICIPAL WATER AND SEWER SYSTEMS
NYLOPLAST DRAIN BASINS
Section 2721 Engineered Surface Drainage Products GENERAL PVC surface drainage inlets shall include the drain basin type as indicated on the contract drawing and referenced within the contract specifications. The ductile iron grates (12” and 15” frames are cast iron) for each of these fittings are to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer. The surface drainage inlets shall be as manufactured by Nyloplast a division of Advanced Drainage Systems, Inc., or prior approved equal. MATERIALS The drain basins required for this contract shall be manufactured from PVC pipe stock, utilizing a thermo-molding process to reform the pipe stock to the specified configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connection with the specified pipe system. This joint tightness shall conform to ASTM D3212 for joints for drain and sewer plastic pipe using flexible elastomeric seals. The pipe bell spigot shall be joined to the main body of the drain basin or catch basin. The pipe stock used to manufacture the main body and pipe stubs of the surface drainage inlets shall meet the mechanical property requirements for fabricated fittings as described by ASTM D3034, Standard for Sewer PVC Pipe and Fittings; ASTM F1336, Standard for PVC Gasketed Sewer Fittings. The grates furnished for all surface drainage inlets shall be ductile iron grates for sizes 8”, 10”, 12”, 15”, 18”, 24” and 30” (12” and 15” frames are cast iron) shall be made specifically for each basin so as to provide a round bottom flange that closely matches the diameter of the surface drainage inlet. Grates for drain basins shall be capable of supporting H-25 wheel loading for heavy-duty traffic or H-10 loading for pedestrian traffic. 12” and 15” grates will be hinged to the frame using pins. Metal used in the manufacture of the castings shall conform to ASTM A536 grade 70-50-05 for ductile iron and ASTM A-48-83 class 30B for 12” and 15” cast iron frames. Grates shall be provided painted black. INSTALLATION The specified PVC surface drainage inlet shall be installed using conventional flexible pipe backfill materials and procedures. The backfill material shall be crushed stone or other granular material meeting the requirements of class 1 or 2 material as defined in ASTM D2321. The surface drainage inlets shall be bedded and back-filled uniformly in accordance with ASTM D2321. The drain basin body will be cut at the time of the final grade so as to maintain a one piece, leak proof structure. No brick, stone or concrete block will be used to set the grate to the final grade height. For H-25 Load rated installations, an 8” to 10” thick concrete ring will be poured under the grate and frame as recommended by details provided from the manufacturer.
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST.
DRAWN BY CJA DATE
3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com
MATERIAL
10MAR00
APPD BY
CJA
PROJECT NO./NAME TITLE
DATE
10MAR00
DWG SIZE
A
DRAIN BASIN SECTION 2721 SCALE
1:1
SHEET
1 OF 1
8" - 30" SPECIFICATIONS DWG NO.
7001-110-011
REV
C
STORM FRAMES & COVERS
TRANSMITTAL FORM FOR PROJECT SUBMITTALS
Project Name: Project Number/ Code: Date: Destination (To):
SAN-J International Building Expansion
Source (From):
Hartwell Dillard-- C.T. Purcell Excavating, Inc. [email protected]
Names:
Category:
Subcontractor: C.T. Purcell Excavating, Inc. Manufacturer: Various Ferguson Supplier: Stormwater Drainage System
Type of Submittal: Submittal Purpose: Submittal Description: Specification Number and Title: Drawing Number/ Detail Reference: Number of Copies:
Action For review and approval Product Data/Specifications RCP, Roof Drains, HP, Nyloplast Basins, Frame & Covers Civil Plans 1 – electronic
7/25/16 Scott Clark--Clayco [email protected]
Submittal/ Transmittal Distribution Record:
Submitted for Review and Approval Resubmitted for Review and Approval Substitution Involved – Request Attached Items included in Submission will be ordered immediately upon receipt of approval
Remarks:
Signature of Transmitter: Copies to:
Hartwell Dillard Owner Architect Engineer Contractor Subcontractor Other:
Post Office Box 171, Montpelier, Virginia 23192 ● (804) 512-5447 ● (804) 883-7605 (Fax) Class A License # 2705 087012A www.ctpurcellinc.com
SAN-J INTERNATIONAL CT Purcell Excavating INC
RCP STORM PIPE
Basic Dimensions I.D. Pipe (in.) 12 15 18 21 24 27 30 36 42
Pipe Section Length (Ft.) 8 8 8 8 8 8 8 8 8
Nominal Nominal Wall O.D. Thickness (in.) (in.) 19 2 19 1/2 2 1/4 23 2 1/2 26 1/2 2 3/4 30 3 33 1/2 3 1/4 37 3 1/2 44 4 51 4 1/2
Spig. Jt. Dia. (in.) 15 1/4 18 3/4 22 1/8 25 5/8 29 1/8 32 1/2 36 42 7/8 46 1/4
Spig. Jt. Depth (in.) 3 5/8 3 5/8 3 5/8 3 7/8 3 7/8 2 7/8 4 4 4
"A" Dim. (in.) 15/16 15/16 15/16 1 3/16 1 3/16 1 5/16 1 5/16 1 5/16 3/4
Bell O.D. (in.) 20 24 28 31 3/4 35 1/2 39 1/4 43 1/4 51 1/4 52
Bell Lgth. (in.) 5 5 5 6 6 1/2 6 1/2 7 7 1/2 7
Approx. Wt / Ft (Lbs) 130 160 190 240 300 370 440 600 860
HP STORM PIPE
ADS, Inc. Drainage Handbook Specifications ♦ 1-22 ________________________________________________________________________________________________
ADS N-12® HP 12”- 60” PIPE SPECIFICATION Scope This specification describes 12- through 60-inch (300 to 1500 mm) ADS N-12 HP pipe for use in gravity-flow storm drainage applications. Pipe Requirements • 12- through 30-inch (300 to 750 mm) pipe shall have a smooth interior and annular exterior corrugations and meet ASTM F2736 • 36- through 60-inch (900 to 1500 mm) pipe shall have a smooth interior and annular exterior corrugations • Manning’s “n” value for use in design shall be 0.012. Joint Performance Pipe shall be joined with a gasketed integral bell & spigot joint meeting the requirements of ASTM F2736, for applicable diameters. 12- through 60-inch (300 to 1500 mm) shall be watertight according to the requirements of ASTM D3212. Spigots shall have gaskets meeting the requirements of ASTM F477. Gasket 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 750 mm) diameters shall have a reinforced bell with a polymer composite band installed by the manufacturer. Fittings Fittings shall conform to ASTM F2736, for applicable diameters. Bell & spigot connections shall utilize a spunon, welded or integral bell and spigot with gaskets meeting ASTM F477. Fitting joints shall meet the watertight joint performance requirements of ASTM F2736 or ASTM D3212. Field Pipe and Joint Performance To assure watertightness, field performance verification may be accomplished by testing in accordance with ASTM F2487. Appropriate safety precautions must be used when field-testing any pipe material. Contact the manufacturer for recommended leakage rates. Material Properties Polypropylene compound for pipe and fitting production shall be impact modified copolymer meeting the material requirements of ASTM F2736, Section 4. Installation Installation shall be in accordance with ASTM D2321 and ADS recommended installation guidelines, with the exception that minimum cover in traffic areas for 12- through 48-inch (300 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. Backfill for minimum cover situations shall consist of Class 1, Class 2 (minimum 90% SPD) or Class 3 (minimum 95%) material. Maximum fill heights depend on embedment material and compaction level; please refer to Technical Note 2.04. Contact your local ADS representative or visit our website at www.adspipe.com for a copy of the latest installation guidelines. Pipe Dimensions Pipe I.D. in (mm) Pipe O.D.* in (mm) Minimum Pipe Stiffness @ 5% Deflection* #/in./in. (kN/m2)
12 (300) 14.5 (368)
Nominal Diameter, in (mm) 15 18 24 30 (375) (450) (600) (750) 17.6 21.2 28.0 35.4 (447) (538) (711) (899)
36 (900) 41.1 (1044)
48 (1200) 53.8 (1367)
60 (1500) 66.5 (1689)
70 (480)
60 (411)
40 (275)
35 (240)
30 (205)
56 (385)
50 (343)
46 (320)
* Minimum pipe stiffness values listed; contact a representative for maximum values
© ADS, Inc., May 2010
PVC ROOF DRAIN PIPE & FITTINGS
Product Description: 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 nonpressure applications. With top quality raw materials and modern processing technology North American Pipe's ASTM D3034 Gravity Sewer pipe meets all industry standards in addition to our own rigorous quality control standards. North American Pipe’s ASTM D3034 Gravity Sewer pipe utilizes Reiber style gaskets throughout the entire product offering. North American Pipe produces a full range of ASTM D3034Gravity Sewer pipe in SDR-35 and SDR-26 classifications. Whether specifying or installing our pipe you can be assured that North American Pipe will provide the pipe “Right, On Time, All the Time”.
This product is made in accordance with the following specifications: ASTM D3034 ASTM D3212
ASTM D1784
ASTM F477
Short Form Specification for North American Pipe Corporation ASTM D3034 Gasketed Gravity Sewer Pipe PVC gravity sewer pipe shall be made from a compound conforming to a cell classification of 12454 or 12364 as defined by ASTM D1784 and in accordance with ASTM D3034 for sizes four inch through fifteen inch. The wall thickness, when tested according to ASTM D3412, shall correspond to a dimension ratio of SDR 35 with a pipe stiffness value of 46 or SDR26 with a pipe stiffness of 115 for heavy wall pipe. Integral bells shall incorporate locked in gaskets meeting the requirements of ASTM D3212 and F477. The pipe shall be provided in lengths of 14 feet or 20 feet as required.
Rev: 06/2009
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” 6” 8” 10” 12” 15”
4.215 6.275 8.400 10.500 12.500 15.300
5.25 7.50 10.00 12.25 14.25 17.25
4.27 5.40 6.27 7.16 8.04 9.61
3.13 4.00 4.13 5.13 5.38 7.38
NOMINAL PIPE SIZE
SDR 35 (T)
SDR 26 (T)
SDR 23.5 (T)
4” 6” 8” 10” 12” 15”
.120 .180 .240 .300 .360 .437
.162 .241 .323 .404 .481 .588
.178 .265
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: 06/2009
PRODUCT INFORMATION
TRENCH TOUGH PLUS TM SDR35 SEWER FITTINGS Description and Applications
Joint Design
Trench Tough PlusTM SDR35 sewer fittings are designed to be used with standard PVC SDR35 sewer pipe manufactured under ASTM D3034, F679 or F1760. They can be used for both wastewater and stormwater applications, as well as the conveyance of industrial wastes.
The Trench Tough Plus joint is third-party certified to withstand a 15 psi hydrostatic pressure, which is important in case sewer surcharges.
These fittings are reinforced to SDR26 thickness at strategic locations such as the branches of tees and wyes for optimal long-term performance.
Applicable Standards ASTM F1336 ASTM F679 ASTM D3034
Joints are third-party certified to withstand a -10.8 psi vacuum pressure, which is necessary if the fitting is installed below the groundwater level. Each of the above performance levels are tested with the joint deflected 5º, as well as a 5% ring deflection. This simulates a “worst case” installation scenario. While the joint forms an extremely tight seal, the insertion forces required to assemble the joint are significantly lower than for competing fittings. Multi Fittings joints easily meet the tough maximum infiltration/exfiltration limits set for PVC pipe of 25 U.S. gal./in.dia./mile/day.
CSA B182.2
Available Configurations
CSA B181.2
Multi Fittings has the widest range of molded fittings in North America. Any other configurations can be fabricated. For a complete list of the Multi Fittings product lineup, please refer to the Multi Fittings Price List or go to www.multifittings.com.
IAPMO File 2431
Short Form Specifications All sewer fittings must comply with the ASTM D3034 and ASTM F1336 Standards. Fittings must be third party certified to CSA B182.2 or the above ASTM standards. Proof of third party verification must be supplied to the project engineer prior to approval. Fitting joints must withstand a minimum 15 psi hydrostatic pressure and a -10.8 psi vacuum pressure for at least 10 minutes with no leakage while joint is deflected 5º and ring deflection is 5%. Proof of laboratory testing to this effect must be supplied with fittings. Impact testing will be carried out both at 73ºF and at 32ºF with no cracking or splitting allowed. Proof of laboratory testing to this effect must be supplied with fittings.
6
MULTI FITTINGS MUNICIPAL WATER AND SEWER SYSTEMS
NYLOPLAST DRAIN BASINS
Section 2721 Engineered Surface Drainage Products GENERAL PVC surface drainage inlets shall include the drain basin type as indicated on the contract drawing and referenced within the contract specifications. The ductile iron grates (12” and 15” frames are cast iron) for each of these fittings are to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer. The surface drainage inlets shall be as manufactured by Nyloplast a division of Advanced Drainage Systems, Inc., or prior approved equal. MATERIALS The drain basins required for this contract shall be manufactured from PVC pipe stock, utilizing a thermo-molding process to reform the pipe stock to the specified configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connection with the specified pipe system. This joint tightness shall conform to ASTM D3212 for joints for drain and sewer plastic pipe using flexible elastomeric seals. The pipe bell spigot shall be joined to the main body of the drain basin or catch basin. The pipe stock used to manufacture the main body and pipe stubs of the surface drainage inlets shall meet the mechanical property requirements for fabricated fittings as described by ASTM D3034, Standard for Sewer PVC Pipe and Fittings; ASTM F1336, Standard for PVC Gasketed Sewer Fittings. The grates furnished for all surface drainage inlets shall be ductile iron grates for sizes 8”, 10”, 12”, 15”, 18”, 24” and 30” (12” and 15” frames are cast iron) shall be made specifically for each basin so as to provide a round bottom flange that closely matches the diameter of the surface drainage inlet. Grates for drain basins shall be capable of supporting H-25 wheel loading for heavy-duty traffic or H-10 loading for pedestrian traffic. 12” and 15” grates will be hinged to the frame using pins. Metal used in the manufacture of the castings shall conform to ASTM A536 grade 70-50-05 for ductile iron and ASTM A-48-83 class 30B for 12” and 15” cast iron frames. Grates shall be provided painted black. INSTALLATION The specified PVC surface drainage inlet shall be installed using conventional flexible pipe backfill materials and procedures. The backfill material shall be crushed stone or other granular material meeting the requirements of class 1 or 2 material as defined in ASTM D2321. The surface drainage inlets shall be bedded and back-filled uniformly in accordance with ASTM D2321. The drain basin body will be cut at the time of the final grade so as to maintain a one piece, leak proof structure. No brick, stone or concrete block will be used to set the grate to the final grade height. For H-25 Load rated installations, an 8” to 10” thick concrete ring will be poured under the grate and frame as recommended by details provided from the manufacturer.
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST.
DRAWN BY CJA DATE
3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com
MATERIAL
10MAR00
APPD BY
CJA
PROJECT NO./NAME TITLE
DATE
10MAR00
DWG SIZE
A
DRAIN BASIN SECTION 2721 SCALE
1:1
SHEET
1 OF 1
8" - 30" SPECIFICATIONS DWG NO.
7001-110-011
REV
C
STORM FRAMES & COVERS
