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HomeMy WebLinkAbout20260413_PWD3507_Submittal and Review DocumentsE agle C reek E lementary P ortables 31051200200300 1216 E 5th S treet, Arlington WA, 98223 Adding two portable classroom buildings and connecting to utilities Arlington P ublic S chools. Brian L ewis 315 N French Arlington WA 98223 360.618.6238 M cGranahan Architects. C hris L illey. On behalf of Arlington P ublic S chools 2111 P acif ic Ave Tacoma WA 98402 253.383.3084 chris.lilley@ mcgranahan.com H armsen LLC . David H arm sen 2822 C olby Ave., S uite 300 E verett WA 98201 360.794.7811 davidh@ harmsenllc.com TBD C hristopher J. L illey, AIA 5/26/23 blewis@ asd.wednet.edu ✔ STORMWATER SITE PLAN MAY 22, 2023 EAGLE CREEK ELEMENTARY – ADDITIONAL PORTABLES PAGE 1 P:\Work\Projects\2023\23-049 McGranahan-Eagle Crk\CE\DOCS\Eagle Creek ES Portables SSP.docx MR 1: PREPARATION OF STORMWATER SITE PLANS PROJECT OVERVIEW & EXECUTIVE SUMMARY DRAINAGE PLAN DESCRIPTION This Stormwater Site Plan is for the two portables (both 2-classroom portables) to be placed at the Arlington School District Eagle Creek Elementary site located at 1216 E 5 th Street on tax parcel 31051200200300. The portables are to be placed on the west edge of the existing paved play area. There will be no new impervious. The placement of the portables will replace 6,100 sf of existing impervious. Per the 2019 Department of Ecology Drainage Manual, the project site parameters are:  The project is re-development with greater than 35% existing impervious.  The project will result in greater than 2,000 sf of new and replaced impervious area.  The project does not add new impervious. There is no conversion of native land to lawn. There is no conversion of native land to pasture.  The project is not road related.  The total new plus replaced impervious is greater than 5,000 sf however the value of the proposed improvements is less than a 50% increase. Based on these site parameters, this site is required to comply with Minimum Requirements 1-5 of the Drainage Manual. DRAINAGE BASINS The site does not trigger runoff treatment or flow control. As such, not basin flow calculations have been performed. See MR 5 for a review of the List #1 features. DRAINAGE SYSTEM SKETCH Refer to Figure 2: Existing Site Conditions and Figures 3: Developed Site Conditions in Appendix A of this report. DOWNSTREAM ANALYSIS The site is already developed and there is a storm system in place for the school. Area drains collect runoff and route it to an infiltration gallery to the northwest of the portable site. The roof drains will be collected and routed to this same system. With no change in impervious coverage, the system will operate without change except for the benefit that the roofs will have cleaner runoff. UPSTREAM ANALYSIS Flow from the northwest on the existing asphalt play area will be routed around the new portable locations. STORMWATER SITE PLAN MAY 22, 2023 EAGLE CREEK ELEMENTARY – ADDITIONAL PORTABLES PAGE 2 P:\Work\Projects\2023\23-049 McGranahan-Eagle Crk\CE\DOCS\Eagle Creek ES Portables SSP.docx CONVEYANCE CALCULATIONS A section of existing storm pipe will be replaced in kind. Otherwise, only roof drains are proposed. No conveyance calculations have been performed. WATER QUALITY Construction water quality will be managed through the implementation of applicable Best Management Practices (BMPs) including those noted below: The following BMPs are considered for this project. BMP C103, High Visibility Fencing BMP C107, Construction Road/Parking Area Stabilization BMP C120, Temporary and Permanent Seeding BMP C121, Mulching BMP C123, Plastic Covering BMP C125, Topsoiling BMP C140, Dust Control BMP C151, Concrete Handling BMP C201, Grass-Lined Swale BMP C209, Outlet Protection BMP C233, Silt Fence Source control: The portables are being added to an existing elementary school campus and will fall in line with existing source controls. STORMWATER SITE PLAN MAY 22, 2023 EAGLE CREEK ELEMENTARY – ADDITIONAL PORTABLES PAGE 3 P:\Work\Projects\2023\23-049 McGranahan-Eagle Crk\CE\DOCS\Eagle Creek ES Portables SSP.docx EXISTING CONDITIONS SUMMARY DESCRIPTION The property is the Eagle Creek Elementary site located at 1216 E 5 th Street on tax parcel 31051200200300. The site includes an elementary school; associated access and parking; added portables; and play areas, both hardscape and grass. The proposed portable locations are southeast of the main building on the west edge of a paved play area. TOPOGRAPHY The proposed portables are to be placed on existing asphalt with grades ranging from1-3%. GROUND COVER The project area is asphalt. DRAINAGE PATTERNS & FACILITIES In the area of the proposed portable, runoff is from direct precipitation and sheet flows southwest on the surface of the asphalt to be collected in storm catchbasins. SOILS DESCRIPTION Geotest Services, Inc prepared a report for the site. They determined the underlying soils to be approximately 1-1.5 foot of fill overlying weathered and unweathered Recessional Outwash consisting of sands with some gravel and varying silt content. DEPTH TO GROUNDWATER The test pits were performed on March 21, 2023 and did not reach groundwater. Given that March is generally associated with high groundwater levels, groundwater is not expected to play a role in the development. SITE LIMITATIONS There are no limitations. The Department of Ecology has no nearby listings under the 303(d). UPSTREAM ANALYSIS The upstream flow on the play area to the northeast will be routed around the portable by site grading and the installation of a storm drain catchbasin. The existing storm line runs under the southern portable and will be relocated to flow north along the east face and then west to the original catchbasin. STORMWATER SITE PLAN MAY 22, 2023 EAGLE CREEK ELEMENTARY – ADDITIONAL PORTABLES PAGE 4 P:\Work\Projects\2023\23-049 McGranahan-Eagle Crk\CE\DOCS\Eagle Creek ES Portables SSP.docx DOWNSTREAM ANALYSIS The site is fully developed. Runoff from the portables will flow into the existing storm system, be routed to the northwest, and infiltrated in the existing, underground, rock gallery. With no new impervious, the existing system will continue to operate without impact. STORMWATER SITE PLAN MAY 22, 2023 EAGLE CREEK ELEMENTARY – ADDITIONAL PORTABLES PAGE 5 P:\Work\Projects\2023\23-049 McGranahan-Eagle Crk\CE\DOCS\Eagle Creek ES Portables SSP.docx MR 2: SWPPP NARRATIVE This SWPPP is for the two portables (both 2-classroom portables) to be placed at the Arlington School District Eagle Creek Elementary site located at 1216 E 5 th Street on tax parcel 31051200200300. The portables are to be placed on the west edge of the existing paved play area. There will be no new impervious. The placement of the portables will replace 6,100 sf of existing impervious. The construction site has the following characteristics: Tax Parcel: 31051200200300 Disturbed Area: 0.24 Acres Soil Type: Recessional Outwash Average slope: 1-3% Critical Areas: There are no critical areas nearby. 1. CONSTRUCTION STORMWATER POLLUTION PREVENTION ELEMENTS A Construction Stormwater Management Plan has been prepared as part of the construction drawings and is submitted for review and approval by the City of Arlington. The 13 Required Elements are addressed as follows: Element #1: Mark Clearing Limits The construction plans delineate the clearing limits and they will be marked in the field prior to construction. Given the site is currently asphalt, this might involve paint to mark saw cut lines. Element #2: Establish Construction Access The existing paved access provides a stabilized construction route. Element #3: Control Flow Rates There is no increase in existing impervious, so flow controls are not required. Element #4: Install Sediment Controls Sediment controls and their installation are discussed and located on the project plans and in MR3 in this report. BMP C103, High Visibility Fence (or paint on asphalt) BMP C220, Inlet Protection STORMWATER SITE PLAN MAY 22, 2023 EAGLE CREEK ELEMENTARY – ADDITIONAL PORTABLES PAGE 6 P:\Work\Projects\2023\23-049 McGranahan-Eagle Crk\CE\DOCS\Eagle Creek ES Portables SSP.docx Element #5: Stabilize Soils Bests Management Practices (BMP’s) will be used to control sediment transport during construction, see the project plans and MR3 in this report for additional discussion. BMP C123, Plastic Covering BMP C107 Construction Road/Parking Area Stabilization. Element #6: Protect Slopes N/A Element #7: Protect Drain Inlets Existing and proposed inlets will be protected with BMP C220 Inlet Protection based on the plan detail. Element #8: Stabilize Channels and Outlets No channels will be constructed as part of the work. Element #9: Control of Pollutants  All pollutants, including waste materials and demolition debris, that occur on-site shall be handled and disposed of in a manner that does not cause contamination of stormwater.  Cover, containment, and protection from vandalism shall be provided for all chemicals, liquid products, petroleum products, and non-inert wastes present on the site (see Chapter 173-304 WAC for the definition of inert waste). On-site fueling tanks shall include secondary containment.  Maintenance and repair of heavy equipment and vehicles involving oil changes, hydraulic system drain down, solvent and de-greasing cleaning operations, fuel tank drain down and removal, and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff must be conducted using spill prevention measures, such as drip pans. Contaminated surfaces shall be cleaned immediately following any discharge or spill incident. Emergency repairs may be performed on-site using temporary plastic placed beneath and, if raining, over the vehicle.  Application of agricultural chemicals, including fertilizers and pesticides, shall be conducted in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Manufacturers' recommendations for application rates and procedures shall be followed.  BMPs shall be used to prevent or treat contamination of stormwater runoff by pH modifying sources. These sources include, but are not limited to, bulk cement, cement kiln dust, fly ash, new concrete washing and curing waters, waste streams generated from concrete grinding and sawing, exposed aggregate processes, and concrete pumping and mixer washout waters. Stormwater discharges shall not cause or contribute to a violation of the water quality standard for pH in the receiving water. STORMWATER SITE PLAN MAY 22, 2023 EAGLE CREEK ELEMENTARY – ADDITIONAL PORTABLES PAGE 7 P:\Work\Projects\2023\23-049 McGranahan-Eagle Crk\CE\DOCS\Eagle Creek ES Portables SSP.docx Element #10: Control De-Watering No dewatering is expected as no excavation to the water table is anticipated. Element #11: Maintain BMP’s Notes for the maintenance of erosion control facilities are included on the construction plans. Element #12: Manage the Project The project will be subject to seasonal work limitations, site inspection and monitoring as required by the City of Arlington. Erosion control monitoring and supervision will be managed by the contractor. Element #13: Protect On-Site Stormwater Management BMPs No low impact BMP’s are proposed. 2. PROJECT DESCRIPTION The two portables are to be placed on the west edge of the existing paved play area. There will be no new impervious. The placement of the portables will replace 6,100 sf of existing impervious. 3. EXISTING SITE CONDITIONS The portables will be located southwest of the main building and on the west edge of a paved play area. A topographic map of the site indicates that the ground is sloped to the southwest. Site slopes range between 1-3 percent in that area. 4. ADJACENT AREAS The portables site is in the midst of the elementary school campus. 5. CRITICAL AREAS No critical areas have been identified on or near the site. 6. SOILS Geotest Services, Inc prepared a report for the site. They determined the underlying soils to be approximately 1-1.5 foot of fill overlying weathered and unweathered Recessional Outwash consisting of sands with some gravel and varying silt content. 7. EROSION PROBLEM AREAS There are no erosion issues with the site. 8. CONSTRUCTION SEQUENCE & PHASING 1. Attend preconstruction meeting with City of Arlington. 2. Call 811 for underground locates. STORMWATER SITE PLAN MAY 22, 2023 EAGLE CREEK ELEMENTARY – ADDITIONAL PORTABLES PAGE 8 P:\Work\Projects\2023\23-049 McGranahan-Eagle Crk\CE\DOCS\Eagle Creek ES Portables SSP.docx 3. Install temporary erosion control measures. 4. Demolish pavement to the limits required. 5. Grade as necessary for portable pads and move material to waste area. 6. Relocate storm system and install utilities. 6. Install foundations and place portables. 7. Replace around the portables. 8. Remove TESC measures once project work is complete. No phasing is proposed for the project. 9. CONSTRUCTION SCHEDULE Following is a conceptual construction schedule: Summer 2023 All work will be completed during the summer of 2023. 10. FINANCIAL/OWNERSHIP RESPONSIBILITIES City of Arlington requires an Erosion Control Improvement Bond. 11. ENGINEERING CALCULATIONS Due to the small scope of the proposed work and since there is no need for significant erosion control facilities, no erosion control engineering calculations have been prepared. MR 3: WATER POLLUTION SOURCE CONTROL CONSTRUCTION WATER POLLUTION SOURCE CONTROLS A Storm Water Pollution Prevention Plan (SWPPP) has been prepared for this project as part of the construction drawings. The plan will include several of the following erosion control Best Management Practices: BMP C103, High Visibility Plastic or Metal Fencing: The site is entirely paved. Pavement will be marked and sawcut which will control the extent of construction. BMP C107, Construction Road/Parking Area Stabilization: The exposed surfaces will be covered with the base course of rock for stabilization. BMP C123, Clear Plastic Covering: This involves covering a bare area with clear plastic that protect it from erosion from rainfall. This BMP will be used on this site to provide cover of temporary stockpiles. BMP C220, Inlet Protection: Existing and new inlets will receive protection based on plan detail. STORMWATER SITE PLAN MAY 22, 2023 EAGLE CREEK ELEMENTARY – ADDITIONAL PORTABLES PAGE 9 P:\Work\Projects\2023\23-049 McGranahan-Eagle Crk\CE\DOCS\Eagle Creek ES Portables SSP.docx PERMANENT WATER POLLUTION SOURCE CONTROLS The structure will be part of the larger elementary school and will fall in line with the current practices on site maintained by the Snohomish School District. MR 4: PRESERVATION OF NATURAL DRAINAGE The project will have no impact on the direction of stormwater flows. MR 5: ON-SITE STORMWATER MANAGMENT The site is required to meet MR 1-5. As such, it can meet the requirements of MR 5 either by using List #1 or meeting the Low Impact Development Performance Standard. The proposal is to meet the Low Impact Development Performance Standard: LAWN AND LANDSCAPED AREAS BMP T5.13 Post Construction Soil Quality and Depth is required as part of meeting the LIDPS, however there will be no disturbed pervious areas for which to use the amended soils. LOW IMPACT DEVELOPMENT PERFORMANCE STANDARD The site will drain to the existing infiltration system and be fully infiltrated. There are no new impervious areas. The original design will cover the new portables. FIGURES SITE HW Y 9 HW Y 9 ARLINGTON DIVI S I O N S T ST I L L A G U A M I S H A V E E GI L M A N A V E E 3RD ST Figure 1 - Vicinity Map SCALE: 1" = 2000' W W W W W W W W W W W W DSDSD W P P P P P P P P P P P P P P P P P P P P P P P P P SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 178 178 18 2 18 4 18 0 SD SD SD SD SD SD SD SD SD SD SD Figure 2 - Existing Conditions SCALE: 1" = 40' SD SD SD SD SD SD 178 178 182 18 0 SD W W W W W W W W W W W DSDSD W P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSD SD SD PR O P O S E D PO R T A B L E FF E 1 8 2 . 9 0 PR O P O S E D PO R T A B L E FF E 1 8 1 . 9 0 Figure 3 - Developed Conditions SCALE: 1" = 40' 12" PVC STORM SDCB, TYPE I TYPICAL EX. 12" STORM TO REMAIN RESET STRUCTURE FOR REVISED PIPE ANGLE CONNECT TO EX. SDCB 6" PVC ROOF DRAIN COLLECTOR, TYPICAL 6" PVC ROOF DRAIN COLLECTOR, TYPICAL DISCHARGE TO INFILTRATION SYSTEM INFILTRATION SYSTEM INFILTRATION SYSTEM PORTABLE LOCATIONS ORIGINAL DRAINAGE PLAN P R O J E C T N O T E S 1. ALL WORK PERFORMED SHALL COMPLY WITH THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON THE DRAWINGS AND SPECIFICATIONS. THE GENERAL CONTRACTOR SHALL COORDINATE THE GENERAL NOTES WITH THE WORK OF ALL TRADES INCLUDING BUT NOT LIMITED TO THE MECHANICAL AND ELECTRICAL TRADES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATE BUILDING PLACEMENT ON SITE. 3. THE CONTRACTOR SHALL VISIT ALL SITES ASSOICATED WITH THE WORK AND BE KNOWLEDGEABLE OF CONDITIONS THEREOF. THE CONTRACTOR SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE OWNER / ARCHITECT OF CONDITIONS REQUIRING MODIFICATION BEFORE PROCEEDING WITH THE WORK. 4. WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS BY VARIOUS DISCIPLINES, ARCHITECTURE DRAWINGS SHALL GENERALLY BE ASSUMED TO GOVERN. IN SUCH INSTANCES THE CONTRACTOR SHALL CONSULT THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 5 CONDITIONS WHICH ARE NOT DETAILED SHALL BE ASSUMED TO BE SIMILAR IN CHARACTER TO THOSE WHICH ARE. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CAN NOT BE DETERMINED THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 6. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE CODES AND GOVERNING AUTHORITIES AND SHALL BE OF BEST PRACTICE OF EACH TRADE. 7. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. DO NOT SCALE THE DRAWINGS. 8. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO PROCEEDING WITH THE WORK. THE CONTRACTOR IS TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES/ CORRECTIONS. 9. DEMOLITION / CONSTRUCTION SHALL CONFORM TO CHAPTERS 14 IFC AND 33 IBC. 10. THE PORTABLE CLASSROOM(S) SHALL BEAR LABOR AND INDUSTRIES GOLD LABELS AND CONFORM TO LIGHT AND VENTILATION REQUIREMENTS PER IBC CHAPTER 12. 11. THE SCHOOL DISTRICT WILL COORDINATE WITH THE CONTRACTOR FOR PROVIDING A CLEAR PATH OF TRAVEL IN PARKING AREAS LOCATED AT THE SCHOOL. A B B R E V I A T I O N S @ AT ACCOMP ACCOMPANYING ALUM ALUMINUM ANOD ANODIZED ASSY ASSEMBLY ALT ALTERNATE BD BOARD BLDG BUILDING BLKG BLOCKING BM BEAM BTWN BETWEEN CB CATCH BASIN CLG CEILING COL COLUMN CONC CONCRETE CL CENTER LINE CONT CONTINUOUS DEMO DEMOLISH DIA, Ø DIAMETER DN DOWN DS DOWNSPOUT DWG DRAWING EJ EXPANSION JOINT ELECT ELECTRICAL ELEV OR EL ELEVATION EMBED EMBEDMENT EQ EQUAL EQUIP EQUIPMENT EXP EXPANSION EXIST OR (E) EXISTING EXT EXTERIOR FIGS FIGURES FIN FINISH(ED) FLASHG FLASHING FRMG FRAMING GA GAUGE GALV GALVANIZED HDW HARDWARE HGT HEIGHT HORIZ HORIZONTAL INSUL INSULATION INSTALL INSTALLATION JT JOINT LB OR # POUND MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MTL METAL NIC NOT IN CONTRACT NO OR # NUMBER OC ON CENTER OD OUTSIDE DIAMETER OVHG OVERHANG PENE PENETRATION PERF PERFORATED PL PLATE PT PRESSURE TREATED PVC POLYVINYL CHLORIDE PW OR PLYWD PLYWOOD RD ROOF DRAIN REQD REQUIRED ROOFG ROOFING RV ROOF VENT SAC SUSPENDED ACOUSTICAL CEILING SCHED SCHEDULE SCUP SCUPPER SF SQUARE FEET SHT SHEET SHTG SHEATHING SIM SIMILAR SPEC SPECIFICATION SQ SQUARER S/S OR SS STAINLESS STEEL STD STANDARD STL STEEL STRUCT STRUCTURAL TERM TERMINATION THLD THRESHOLD TO TOP OF TOP TOP OF PARAPET TRTD TREATED TYP TYPICAL UNO UNLESS NOTED OTHERWISE W/ WITH WD WOOD P R O J E C T T E A M OWNER ARLINGTON SCHOOL DISTRICT #16 ARLINGTON PUBLIC SCHOOLS 315 N. FRENCH AVE ARLINGTON, WA 98223 PHONE: 360.618.6238 ARCHITECT McGRANAHAN ARCHITECTS 2111 PACIFIC AVENUE, SUITE 100 TACOMA, WA 98402 PHONE: 253.383.3084 CIVIL ENGINEER HARMSEN & ASSOCIATES 2822 COLBY AVENUE, SUITE 300 EVERETT, WA 98201 PHONE: 360.794.7811 MODULAR BUILDING MANUFACTURER BLAZER INDUSTRIES, INC. PO BOX 489 AUMSVILLE, OR 97325 PHONE: 503.749.1900 FAX: 503.749.3969 ELECTRICAL ENGINEER BCE ENGINEERS 6021 12TH STREET E, SUITE 200 FIFE, WA 09424 PHONE: 253.922.0446 P R O J E C T D A T A PROJECT DESCRIPTION: PORTABLE BUILDING ADDITION: THIS PROJECT INVOLVES THE INSTALLATION OF TWO PORTABLE CLASSROOM BUILDINGS ON THE SITE OF THE EXISTING EAGLE CREEK ELEMENTARY SCHOOL. PROJECT ADDRESS EAGLE CREEK ELEMENTARY 1216 E 5TH STREET ARLINGTON, WA 98223 TAX PARCEL NUMBER 31051200200300 LEGAL DESCRIPTION SEC 12 TWP 31 RGE 05 TH PTN S1/2 NW1/4 NW1/4 DAF - BEG SE COR NW1/4 NW1/4 TH W ALG S LN SD S1/2 NW1/4 NW1/4 TO SE COR LOT 9 PLAT OF PIED PIPER HEIGHTS TH NLY ALG E BDY LN SD PLAT & ALG EXT OF SD LN INSAME DIR TO INT N LN SD S1/2 NW1/4 NW1/4 TH ELY ALG SD N LN TO NE COR SD SUB TH S ALG E LN SD SUB TO POB TGW ALL TH PTN LOT 9 OF KUNZE ACREAGE TRACT LY N OF FDL - BEG SE COR LOT 9 TH NLY 200.62FTALG E LN THOF TO TPB SD LN TH WLY IN A STRT LN TAP ON W LN SD LOT WH IS 200FT N OF SW COR THOF & TERM SD LN TGW LOT 14 SD KUNZE ACREAGE TR EXC PTN DAF BEG SE COR SD LOT 14 TH S87*30 34W 6.23FT THN30*24 32E TO ELY LN SD LOT TH S ALG E LN SD LOT TO SE COR & POB & TGW TH PTN LOT 13 SD KUNZE ACREAGE TR DAF - BEG NW COR SD LOT 13 TH N85*24 32E 85.18FT TH S03*00 00W 151.33FT TH S15*24 32W 159.63FTTH S30*24 32W 88.05FT TH CONT ON LAST BEAR TAP OF INT WITH W LN SD LOT 13 TH NLY ALG W LN TO POB & ALSO TGW TH PTN N1/2 NW1/4 NW1/4 LY ELY OF PLAT OF BURGOYNE ADD EXC TH PTN OF NW1/4 NW1/4 NW1/4 LYSLY OF A LN EXT N87*40 18E FR NE COR LOT 7 SD PLAT TO E LN SD SUB. EXC TH PTN THOF DAF: BEG SE COR NW1/4 NW1/4 TH W ALG S LN OF S1/2 NW1/4 NW1/4 TO SE COR LOT 9 PLAT PIED PIPER HEIGHTS, VOL 13 PG109 OF PLAT TH NLY ALG E BDY LN SD PLAT & ALG EXT OF SD LN IN SAME DIR TO INT N LN OF S1/2 NW1/4 NW1/4 TH ELY ALG SD N LN TO NE COR S1/2 NW1/4 NW1/4 TH S ALG E LN OF SD S1/2 NW1/4 NW1/4 TPB. ALSOEXC FDP - COM SE COR LOT 9 KUNZE ACREAGE TRS IN VOL 9 PG 43 OF PLATS TH N04*13 55E ALG E LN SD LOT 9 DIST 200.62FT TO TPB TH CONT N04*13 55E ALG SD E LN DIST 60.28FT TH S88*42 59W DIST 565.23FT TO ELN OF W 562FT OF E1/2 N1/2 NW1/4 NW1/4 TH S45*16 46W DIST 180.93FT TO S LN OF E1/2 N1/2 NW1/4 NW1/4 TH N87*12 01E ALG SD S LN DIST 211.62FT TO SE COR SD SUB TH N04*11 13E ALG E LN SD SUB DIST 59.07FTTH N88*42 59E DIST 473.64FT TPB PER SWD REC AFN 200006120448. TGW FDP - COM SE COR LOT 9 KUNZE ACREAGE TRACTS PER PLATS VOL 9 PG 43 TH N04*13 55E ALG E LN SD LOT 9 200.62FT TPB TH CONT N04*13 55E ALGSD E LN 60.28FT TH S88*42 59W 565.23FT TO E LN W 562FT OF E1/2 N1/2 NW1/4 NW1/4 TH S45*16 46W 180.93FT TO S LN E1/2 N1/2 NW1/4 NW1/4 TH N87*12 01E ALG SD S LN 211.62FT TO SE COR SD SUB TH N04*11 13EALG E LN SD SUB 59.07FT TH N88*42 59E 473.64FT TPB PER QCD REC AFN 200105220839 JURISDICTION REFERENCE CITY OF ARLINGTON ZONING DESIGNATION P/PS PUBLIC/SEMI-PUBLIC LOT AREA 18.6 ACRES C O D E A N A L Y S I S OCCUPANCY TYPE: E BUILDING AREA: EACH BUILDING IS A GROSS AREA OF 1,963 SF FOR A COMBINED TOTAL AREA OF 3,926 SF. OCCUPANT LOAD: EACH OF THE TWO NEW BUILDINGS CONTAINS TWO CLASSROOMS AT 768 SF EA. PER TABLE 1004.5 OF THE IBC THE COMBINED OCCUPANT LOAD FOR EACH BUILDING 77. EXITING: EACH CLASSROOM IS PROVIDED WTH TWO EXITS THAT DISCHARGE DIRECTLY AT GRADE (4 PER BULDING). THE BUILDINGS ARE BEING SET ON RECESSED FOUNDATIONS SO RAMPS ARE NOT REQUIRED. CONSTRUCTON TYPE: TYPE VB, NON-SPRINKLERED. THE PORTABLES ARE WOOD FRAME CONSTRUCTION. THEY WILL BE MANUFACTURED OFF SITE AND DELIVERED TO THE SITE WITH AN L&I GOLD LABEL. FIRE SPRNKLERS: THE PORTBLES ARE BEING LOCATED ROUHGLY 50' FROM THE CLOSEST FACE OF THE EXISTING BUILDING. PER IBC 903.2.3, EXCEPTION 2 (AS MODIFIED BY WASHINGTON STATE AMENDMENTS) FIRE SPRINKLERS ARE NOT REQUIRED IN PORTABLE SCHOOL CLASSROOMS WITH AN OCCUPANT LOAD OF 51-98 PROVIDED THAT EACH CLSSROOM IS PROVIDED WITH TWO EXITS, AT LEAST ONE OF WHICH IS ACCESSIBLE, AND THE AGGREGATE AREA OF ANY CLUSTER OF PORTABLES IS LESS THAN 6,000 SF. ALL CONDITIONS OF THE EXCEPTION HAVE BEEN MET THEREFORE SPINKLERS ARE NOT BEING PROVIDED. PLUMBING: EACH CLASSROOM IS PROVIDED WITH A TOILET ROOM THAT INCLUDES A TOILET AND A HAND SINK AS WELL AS A SECOND HAND SINK IN THE CLASSROOM. BUILDING HEIGHT: THE BUILDINGS WILL BE 11'-10" HIGH FROM GRADE TO THE HIGHEST POINT OF THE ROOF RIDGE. PARKING COUNT: 34 MAIN BUILDING CLASSROOMS + 2 EXISTING PORTABLE CLASSROOMS + 4 NEW PORTABLE CLASSROOMS = 40 TOTAL CLASSROOMS 40 x 1.75 = 70 REQUIRED STALLS 77 EXISTING STALLS – 11 ELIMINATED STALLS AT THE NEW PORTABLES = 66 REMAINING AND 4 NEW REQUIRED THE ADJACENT STILLAGUAMISH VALLEY LEARNING CENTER (SVLC) HAS A TOTAL OF 51 PARKING STALLS IN A PAVED LOT UNDER THE POWER LINE EASEMENT. THEIR 10 CLASSROOMS REQUIRE 18 STALLS. 4 OF THE "EXCESS" 33 STALLS WIL BE DEDICATED TO EAGLE CREEK ELEMENTARY STAFF. CULTURAL RESOURCED-INADVERTENT DISCOVERY A. STATE LAW PROTECTS ARCHEOLOGICAL RESOURCES. IF ANY OF THE FOLLOWING ITEMS ARE DISCOVERED DURING THE COURSE OF THIS PROJECT, THE CONRACTOR IS TO STOP WORK AT ONCE AND NOTIFY THE OWNER. 1. AN ACCUMULATION OF SHELL, BURNED ROCKES, OR OTHER FOOD RELATED MATERIALS. 2. BONES OR BONE FRAGMENTS. (CONTRACTOR IS TO NOTIFY THE POLICE IN CASE OF DISCOVER OF HUMAN REMAINS). 3. AN AREA OF CHARCOAL OR VERY DARK STAINED SOIL WITH ARTIFACTS. 4. STONE TOOLS OR WASTE FLAKES (I.E. AN ARROWHEAD OR STONE CHIPS). 5. CLUSTERS OF TIN CANS OR BOTTLES; LOGGING OR AGRICULTURAL EQUIPMENT THAT APPEARS TO BE OLDER THAN 50 YEARS. 6. BURIED RAILROAD TRACKS, DECKING, OR OTHER INDUSTRIAL MATERIALS. B. IN THE EVENT OF A DISCOVERY, THE OWNER'S ARCHAELOGICAL CONSULTANT WILL REVIEW THE DISCOVERY AND MAKE A DETERMINATION AS TO THE REQUIRED ACTION. ORIGINAL SHEET IS 36" x 24" c o p y r i g h t 2 0 2 3 a l l r i g h t s r e s e r v e d s h e e t_ c h e c k e d_ d r a w n_ Project No. m c g - A R C a r c h i t e c t_ MCGRANAHAN ARCHITECTS l o c a t i o n_ c l i e n t_ p r o j e c t_ i s s u e d_ G0.00 COVER SHEET CL JP 2010.330 m o d u l a r b u i l d i n g m a n f._ e l e c t r i c a l e n g i n e e r_ c i v i l e n g i n e e r_ HARMSEN AND ASSOCIATES, INC BCE ENGINEERS, INC. BLAZER INDUSTRIES, INC. - PACIFIC MOBILE EAGLE CREEK ELEMENTARY - PORTABLE ARLINGTON PUBLIC SCHOOLS ARLINGTON, WA BID / PERMIT SET 22 MAY 23 STATE OF WASHINGTON REGISTERED ARCHITECT CHRISTOPHER J. LILLEY 7359 EAGLE CREEK ELEMENTARY SCHOOL A R L I N G T O N P U B L I C S C H O O L S A r l i n g t o n , W a s h i n g t o n B I D S E T 2 2 M A Y 2 0 2 3 PORTABLE BUILDINGS S H E E T I N D EX GENERAL G0.00 COVER SHEET CIVIL C1.0 COVER SHEET & STORMWATER POLLUTION PREVENTION PLAN C2.0 STORM DRAINAGE & PAVING PLAN C3.0 SANITARY SEWER & WATER PLAN C4.0 GENERAL CONSTRUCTION NOTES ARCHITECTURAL A1.00 STAIR PLANS, STAIR SECTIONS AND DETAILS PORTABLE T-1 COVER SHEET G-1 GENERAL NOTES A-0.1 SIGNAGE, DOOR TYPES, WINDOW TYPES, DOOR SCHEDULE AND RESTROOM ELEVATIONS A-1 FLOOR PLAN A-2 SECTION A-3 EXTERIOR ELEVATIONS A-4 DETAILS A-5 REFLECTED CEILING PLAN M-1 MECHANICAL PLAN M-2 MECHANICAL SCHEDULE P-1 PLUMBING E-1 ELECTRICAL POWER PLAN E-2 ELECTRICAL LIGHTING PLAN E-3 ELECTRICAL SCHEDULES S-1 FOUNDATION PLAN AND DETAILS ELECTRICAL E0.01 ELECTRICAL LEGEND E1.01 ELECTRICAL SITE PLAN E2.01 ELECTRICAL PLANS - PORTABLE 1 E2.02 ELECTRICAL PLANS - PORTABLE 2 E5.01 ONE-LINE DIAGRAM AND PANEL SCHEDULES E7.01 TELECOM DETAILS E7.02 ELECTRICAL DETAILS V I C I N I T Y M A P . r e v i s i o n_ SITE PLAN REVIEWCIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT SET ________ A1.00 4 PORTABLE CONCRETE STAIR AND LANDING STD STEEL PIPE HANDRAIL EACH SIDE 1' - 3 " H A N D R A I L E X T E N S I O N , T Y P (2 ) T @ 1 1 " = 1 ' - 1 0 " 4' - 0 " 4' - 0" ________ A1.00 7 ________ A1.00 5 4' - 0 " 5' - 0" (1)T @ 11" 1' - 3" HANDRAIL EXTENSION, TYP PORTABLE CONCRETE STAIR AND LANDING STD STEEL PIPE HANDRAIL EACH SIDE 5' - 0" 5' - 0 " BOLLARD, TYP, SEE ________ A1.00 6 ________ A1.00 3 3' - 0 " STD STEEL PIPE HANDRAIL, SEE (3 ) R @ 5 1 / 1 6 " ( + ) = 1 ' - 3 1 / 4 " ASPHALT CONCRETE STAIR AND LANDING ________ A1.00 6 ________ A1.00 3 3' - 0 " STD STEEL PIPE HANDRAIL, SEE ASPHALT CONCRETE STAIR AND LANDING (2 ) R @ 5 5 / 8 " ( + ) = 1 1 3 / 8 " DI M P E R S E C T I O N DIM PER PLAN1" 1/2" RADIUS, TYP MIN4" CONCRETE STEP 4" CRUSHED SURFACE TOP COARSE NOSING BAR, TYP VISIBILITY/NON SLIP GROOVES, TYP NON-SHRINK GROUT CONCRETE/ASPHALT 1 1/4" DIAMETER STD STEEL PIPE POST AND HANDRAIL PER PLAN 3" 3' - 0 " STEEL BOLLARD WITH YELLOW SAFETY POLYETHYLENE BOLLARD COVER CONCRETE FOOTING DRAIN BOX MI N 1' - 6 " MIN 1' - 0" ORIGINAL SHEET IS 36" x 24" c o p y r i g h t 2 0 2 3 a l l r i g h t s r e s e r v e d s h e e t_ c h e c k e d_ d r a w n_ Project No. m c g - A R C a r c h i t e c t_ MCGRANAHAN ARCHITECTS l o c a t i o n_ c l i e n t_ p r o j e c t_ i s s u e d_ A1.00 STAIR PLANS, STAIR SECTIONS AND DETAILS CL DAS 2010.330 m o d u l a r b u i l d i n g m a n f._ e l e c t r i c a l e n g i n e e r_ c i v i l e n g i n e e r_ HARMSEN AND ASSOCIATES, INC BCE ENGINEERS, INC. BLAZER INDUSTRIES, INC. - PACIFIC MOBILE EAGLE CREEK ELEMENTARY - PORTABLE ARLINGTON PUBLIC SCHOOLS ARLINGTON, WA BID / PERMIT SET 22 MAY 23 STATE OF WASHINGTON REGISTERED ARCHITECT CHRISTOPHER J. LILLEY 7359 Scale: 1/2" = 1'-0"1STAIR PLAN PROJECT NORTH Scale: 1/2" = 1'-0"2STAIR PLAN PROJECT NORTH Scale: 1/2" = 1'-0"4STAIR SECTION Scale: 1/2" = 1'-0"5STAIR SECTION Scale: 3" = 1'-0"3STAIR DETAIL Scale: 1 1/2" = 1'-0"6HANDRAIL DETAIL Scale: 1" = 1'-0"7BOLLARD DETAIL . r e v i s i o n_ UP UP UP UP UP UP UP W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W CO S CO D SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P SITE BM EL=181.07' PLANTER WITH CONC WALL(TYP) SD SD SDSD T1-CB RIM=181.28' IE=178.75' 6" PVC S IE=178.55' 6" PVC E IE=178.29' 12" PVC W T1-CB RIM=180.58' IE=176.57' 12" PVC S IE=176.65' 12" PVC NE IE=176.61 12" PVC E SSMH RIM=182.00' IE=177.5' TO CL CHANNEL 8"PVC, IN-EAST, OUT-WEST IE=177.82' 8"CPP E OIL/WATER SEPERATOR MANHOLE COVER RIM=182.52' IE NOT VISIBLE T1-CB RIM=179.28 IE=177.62' 12"CPP N IE=177.75' 12"CPP W APPROX. LOCATION OF 30' WIDE EMERGENCY ACCESS EASEMENT AFN 200105220840 T1-CB RIM=180.90' IE=176.81' 12" PVC NE IE=176.81' 12" PVC N IE=176.67' 12" PVC SW SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 178 18 2 18 4 18 0 TEMPORARY INLET PROTECTION PER WSDOT STANDARDS AND BMP C220 CLEARING LIMITS PER WSDOT STANDARDS AND BMP C103 1 1 PROPOSED PORTABLE FFE 189.20 PROPOSED PORTABLE FFE 181.90 REMOVE EXISTING FENCE AS REQUIRED FOR PLACEMENT OF NEW PORTABLES REMOVE EXISTING PARKING TEMPORARY INLET PROTECTION PER WSDOT STANDARDS AND BMP C220 REMOVE EXISTING FENCE AS REQUIRED FOR PLACEMENT OF NEW PORTABLES FENCE TO SOUTH TO REMAIN. PROTECT DURING CONSTRUCTION EXISTING STORM TO REMAIN. PROTECT DURING CONSTRUCTIKON SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSD EAGLE CREEK ELEMENTARY SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SAWCUT EXISTING PAVEMENT AS REQUIRED STORM LINE TO BE ABANDONED SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD TEMPORARY INLET PROTECTION PER WSDOT STANDARDS AND BMP C220 COORDINATE TRENCHING AND ASPHALT COVER WITH ELECTRICAL N88°01'01"E 1591.24' S5 ° 3 6 ' 2 9 " W 15 1 . 3 3 ' N47°10'24"W 37.80' N2 1 ° 5 5 ' 3 2 " W 50 1 . 2 5 ' S88°31'20"W 78.02' N5°24'08"E 135.04' S88°30'10"W 138.75'S88°30'10"W 518.54' S5°27'27"W 59.09' N89°59'25"W 474.11' S5 ° 3 2 ' 1 4 " W 19 8 . 6 5 ' S1 8 ° 0 1 ' 0 1 " W 15 9 . 6 3 ' S33°01'01"W 107.74' N89°54'56"W 23.91' S32°59'02"W 13.46' S5°32'14"W 0.54' C1.0 UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC.P:\WORK\PROJECTS\2023\23-049 MCGRANAHAN-EAGLE CRK\CE\DWG\SHEETS\C1.0 COVER SWPPP.DWG 5/19/2023 SECTION 12, TOWNSHIP 31 NORTH, RANGE 05 EAST, W.M. EA G L E C R E E K E L E M E N T A R Y NE W P O R T A B L E S 12 1 6 E 5 T H S T R E E T AR L I N G T O N , W A 9 8 2 2 3 CO V E R S H E E T & S T O R M W A T E R PO L L U T I O N P R E V E N T I O N P L A N DATE: 05/22/23 Know what's below. Call before you dig. 5/19 / 2 3 EN G I N E E R S SU R V E Y O R S REVISIONS ...... JOB #: 23-049 28 2 2 C O L B Y A V E . , S U I T E 3 0 0 (4 2 5 ) 2 5 2 - 1 8 8 4 EV E R E T T , W A 9 8 2 0 1 (2 0 6 ) 3 4 3 - 5 9 0 3 Feet 0 20 40 VERTICAL DATUM NAVD 88 VICINITY MAP SCALE 1"=2000' EAGLE CREEK ELEMENTARY EAGLE CREEK ELEMENTARY NEW PORTABLES ARLINGTON SCHOOL DISTRICT OVERALL SITE PLAN SCALE 1"=200' PROPOSED PORTABLES ENGINEER DAVID HARMSEN, P.E. HARMSEN, LLC. 125 E MAIN ST., SUITE 104 MONROE, WA. 98272 (360) 794-7811 EMAIL: davidh@harmsenllc.com OWNER/ APPLICANT BRIAN LEWIS EXECUTIVE DIRECTOR OF OPERATIONS ARLINGTON PUBLIC SCHOOLS 315 N. FRENCH AVE ARLINGTON, WA 98223 (360) 618-6238 EMAIL: blewis@asd.wednet.edu ARCHITECT/CONTACT MITCH KENT MCGRANAHAN ARCHITECTS 2111 PACIFIC AVENUE, STE. 100 TACOMA, WA 98402 (253) 383-3084 EMAIL: mitch.kent@mcgranahan.com SITE INFORMATION EAGLE CREEK ELEMENTARY SCHOOL 1216 E 5TH STREET ARLINGTON, WA 98223 TAX PARCEL: 31051200200300 PROPERTY AREA: 18.6 AC NEW IMPERVIOUS 0 SF REPLACED IMPERVIOUS 0 SF POLLUTION GENERATING IMPERVIOUS 0 SF DISTURBED AREA 10,500 SF ABREVIATED LEGAL DESCRIPTION A PORTION OF THE N 1/2 OF NW 1/4 OF THE NW 1/4 AND A PORTION OF THE N1/2 OF THE NE 1/4 OF THE NW 14 OF SECTION 12, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. BEING THE SAME PROPERTY AS DEPICTED ON RECORD OF SURVEY AFN 200203205007 EXCEPT THAT PORTION LYING IN THE S 1/2 OF THE NW 1/4 OF THE NW 1/4 SECTION 12, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. DATUM NAVD 88 BENCHMARK PROJECT BENCHMARK: MAG NAIL WITH WASHER SET IN PAVEMENT ELEVATION = 181.07' VERTICAL INFORMATION DERIVED FROM MULTIPLE GPS OCCUPATIONS UTILIZING THE WASHINGTON STATE REFERENCE NETWORK. BASKETBALL HOOP CATCH BASIN W WATER VALVE G GAS METER HH HAND HOLE LUMINAIRE CULVERT END POST/GATE POST TRANSFORMER PAD POWER VAULT POWER METER FLAGPOLE STORM DRAIN CLEANOUT D STORM DRAIN MANHOLE SD STORM DRAIN VAULT SIGN POST CO SANITARY SEWER CLEANOUT S SEWER MANHOLE T TELEPHONE PEDESTAL JUNCTION BOX POWER POLE FIRE HYDRANT BOLLARDWATER METER YD YARD DRAIN TV CABLE TV LINE CHAIN LINK FENCE LINE G GAS LINE P POWER LINE UP POWER LINE (U.G.) SS SEWER LINE SD STORM DRAIN LINE UT TELEPHONE LINE (U.G.) W WATER LINE BENCH MARK NAD 83(2011) WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE COMBINED SCALE FACTOR: 0.9999379798 LEGEND 2 1 STABILIZE PAVED AREAS WITH ASPHALT PAVING PER PAVING SECTION STABILIZE PERVIOUS AREAS WITH LAWN RESTORATION STABILIZE PAVED AREAS WITH CRUSHED ROCK PER PAVING SECTION STABILIZATION NOTES TEMPORARY PERMANENT 1 CLEARING LIMITS (BMP C101) TEMPORARY INLET PROTECTION PER WSDOT STANDARDS I-30.15-02 SILT FENCE I-40.20-00 STORM DRAIN INLET PROTECTION I-10.10-01 HIGH VISIBILITY FENCE WSDOT STANDARD DETAILS BMP LIST C103 HIGH VISIBILITY PLASTIC OR METAL FENCE C105 STABILIZED CONSTRUCTION ENTRANCE C107 CONSTRUCTION ROAD/PARKING AREA STABILIZATION C123 PLASTIC COVERING C220 STORM INLET PROTECTION C233 SILT FENCE SITE HW Y 9 HW Y 9 ARLINGTON DIVI S I O N S T ST I L L A G U A M I S H A V E E GI L M A N A V E E 3RD ST STORMWATER POLLUTION PREVENTION PLAN SCALE 1"=20' DEMO EXISTING SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 178 182 18 4 18 0 PROPOSED PORTABLE FFE 182.90 PROPOSED PORTABLE FFE 181.90 W W W W W W W W W W W W W W W W W W W W W W W CO W W P P P P P P P P P P P P P P P P P P P P P P IE=177.82' 8"CPP E T1-CB RIM=179.28 IE=177.62' 12"CPP N IE=177.75' 12"CPP W SD SD SD SD SD SD SD SDCB-1, TYPE I N: 437992.98 E: 1328278.17 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSD 6" PVC ROOF COLLECTOR, TYPICAL SDCB-EX. A RIM 179.81 IE (12" SE) IN=176.23 (CAP) IE (12" N) OUT=176.16 IE (12" S) IN=177.81 IE (12" E) IN =176.16 (NEW) CAP EXISTING STORM LINE AT EACH END. REMOVE ONLY AS REQUIRED FOR NEW FOOTINGS. EXI S T I N G 1 2 " S T O R M T O R E M A I N EX I S T I N G 1 2 " S T O R M T O R E M A I N EX I S T I N G 1 2 " S T O R M T O R E M A I N EXISTING 12" STORM TO REMAIN SD SD SD SD SD SDCB-2, TYPE I N: 437961.24 E: 1328279.29 6" SDCO, TYPICAL 80 LF 12" PVC 32 LF 12" PVC 80 LF 12" PVC SAWCUT & PATCH PER CITY OF ARLINGTON DETAIL R-140 SAWCUT & PATCH PER CITY OF ARLINGTON DETAIL R-140 TEE 6" PVC ROOF COLLECTOR INTO 12" STORM EXTEND ASPHALT TO MATCH EXISTING SURFACE. 5% MAX SLOPE 5 FT CONCRETE LANDING. SLOPE AT 2% AWAY FROM BLDG EXTEND ASPHALT TO EXISTING SURFACE. 5% MAX SLOPE 5 FT CONCRETE LANDING. SLOPE AT 2% AWAY FROM BLDG ASPHALT THICKENED EDGE AT NORTH & EAST OF BUILDING ASPHALT THICKENED EDGE AT NORTH & EAST OF BUILDING 6" PVC ROOF COLLECTOR, TYPICAL 6" SDCO, TYPICAL ASPHALT PAVING PER DETAIL C2.0 1 C2.0 2 C2.0 2 1.00% 2. 6 4 % 3.72% 1. 0 0 % 1. 2 7 % 2.20% 1.24% 0. 6 2 % RESET STRUCTURE AS NECESSARY FOR REVISED PIPE ANGLE CRAWL ACCESS CRAWL ACCESS BOLLARDS PER ARCHITECT 181.85 182.84 1. 1 9 % 1.0 0 % WARP PAVING AT DOOR TO DIRECT RUNOFF TO THE WEST WARP PAVING AT DOOR TO DIRECT RUNOFF TO THE WEST SLOPE PAVING TO FLOW AROUND ACCESS MATCH EXISTING, SEAL JOINT WITH RS-4000 OR EQUAL DIRECT FLOW ALONG THICKENED EDGE TO PROPOSED CATCHBASINS SS SS SS SS SS SS SS SS SS SS SDCB-EX. B TYPE I RIM=181.58 IE (12" NE) IN=178.69 IE (12" E) IN=177.07 IE (12" NW) OUT=177.07 IE (12" NW) OUT=177.07 (CAP) (NEW) STAIR #1, SEE ARCHITECTURAL STAIR #2, SEE ARCHITECTURAL SCALE: H: 1"=20' V: 1"=5' STORM - PROFILE 170 175 180 185 170 175 180 185 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 80 LF 12" PVC S=0.005 FT/FT 32 LF 12" PVC S=0.005 FT/FT SDCB-1 TYPE I RIM=181.69 IE (12" S) IN=176.54 IE (12" W) OUT=176.54 SDCB-EX. A TYPE I RIM=179.81 IE (12" E) IN=176.16 IE (12" SE) IN=176.23 IE (12" S) IN=177.81 IE (12" N) OUT=176.16 SDCB-EX. B TYPE I RIM=181.58 IE (12" NE) IN=178.69 IE (12" E) IN=177.07 IE (12" NW) OUT=177.07 IE (12" NW) OUT=177.07 (NEW) APPROXIMATE EXISTING GROUND 80 LF 12" PVC S=0.005 FT/FT SDCB-2 TYPE I RIM=181.38 IE (12" SE) IN=176.69 IE (12" N) OUT=176.69 (CAP) PROPOSED SEWER ROOF COLLECTOR (CAP) (NEW) C2.0 UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC.P:\WORK\PROJECTS\2023\23-049 MCGRANAHAN-EAGLE CRK\CE\DWG\SHEETS\C2.0 STORM PAVING.DWG 5/25/2023 SECTION 12, TOWNSHIP 31 NORTH, RANGE 05 EAST, W.M. EA G L E C R E E K E L E M E N T A R Y NE W P O R T A B L E S 12 1 6 E 5 T H S T R E E T AR L I N G T O N , W A 9 8 2 2 3 ST O R M D R A I N A G E & P A V I N G P L A N DATE: 05/22/23 Know what's below. Call before you dig. 5/19 / 2 3 EN G I N E E R S SU R V E Y O R S REVISIONS ...... JOB #: 23-049 28 2 2 C O L B Y A V E . , S U I T E 3 0 0 (4 2 5 ) 2 5 2 - 1 8 8 4 EV E R E T T , W A 9 8 2 0 1 (2 0 6 ) 3 4 3 - 5 9 0 3 Feet 0 20 40 VERTICAL DATUM NAVD 88 DEVELOPMENT SERVICES MANAGER STORM DRAINAGE & PAVING PLAN SCALE 1"=20' ROOF DRAIN PIPE NOTES 1. PIPE RUNS SHALL HAVE MINIMUM POSITIVE SLOPE OF 1% AND 6" MIN DIAMETER SMOOTH WALL PIPE. 2. INSTALL CLEANOUTS AT TEES, BENDS 45° OR GREATER AND AT INTERVALS NO GREATER THAN 150 LF. 2.5" MINIMUM COMPACTED DEPTH HMA 4" MINIMUM COMPACTED DEPTH CSBC, COMPACT TO 95% OF ASTM D-1557 COMPACT SUBGRADE TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. PLACE STRUCTURAL FILL IF REQUIRED 4" MINIMUM DEPTH CONCRETE (3,000 PSI) 4" MINIMUM COMPACTED DEPTH, CSBC, COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY SUBGRADE, COMPACTED TO 95% MODIFIED PROCTOR DENSITY PROPOSED PORTABLE BUILDING FFE PER PLAN 18" SCALE: ASPHALT PAVING SECTION1NONE SCALE: CONCRETE PAVING SECTION2NONE SCALE: ASPHALT THICKENED EDGE3NONE ASPHALT PAVING PER DETAIL C2.0 16" 18" x 6" ASPHALT THICKENED EDGE. LOCATION PER PLAN SS SS SS SS SS SS SS SS SS SS SS SS SS SS UP UP UP UP UP UP UP W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W CO S CO D SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P SD SD SDSD T1-CB RIM=181.28' IE=178.75' 6" PVC S IE=178.55' 6" PVC E IE=178.29' 12" PVC W T1-CB RIM=180.58' IE=176.57' 12" PVC S IE=176.65' 12" PVC NE IE=176.61 12" PVC E SSMH RIM=182.00' IE=177.5' TO CL CHANNEL 8"PVC, IN-EAST, OUT-WEST IE=177.82' 8"CPP E OIL/WATER SEPERATOR MANHOLE COVER RIM=182.52' IE NOT VISIBLE T1-CB RIM=179.28 IE=177.62' 12"CPP N IE=177.75' 12"CPP W T1-CB RIM=180.90' IE=176.81' 12" PVC NE IE=176.81' 12" PVC N IE=176.67' 12" PVC SW SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 178 178 18 2 18 4 18 0 PROPOSED PORTABLE FFE 182.90 PROPOSED PORTABLE FFE 181.90 NEAREST EXISTING FIRE HYDRANT SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSD (2) 5/8" WATER METERS PER CITY OF ARLINGTON STD DETAIL W-040 1" H D P E W A T E R L I N E SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 20 9 L F 8 " P V C 111 LF 8" DI S = -0.005 FT/FT 7 LF 6" PVC S = 0.010 FT/FT 7 LF 6" PVC S = 0.010 FT/FT N: 438063.19 E: 1328236.40 SSMH-1 N: 437952.12 E: 1328239.97 SSCO-SSCO 1 SD SD SD SD SD SAWCUT & PATCH WITH RS4000 OR APPROVED EQUAL SAWCUT & PATCH PER CITY OF ARLINGTON DETAIL R-140 SAWCUT & PATCH WITH RS4000 OR APPROVED EQUAL SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD PROTECT EXISTING CURB REMOVE & REPLACE EXISTING CONCRETE WALKWAY IN-KIND SAWCUT AND PATCH FOR ELECTRICAL REMOVE AND REPLACE CONCRETE WALK IN-KIND SCALE: H: 1"=20' V: 1"=5' EX. SSMH TO SSMH #1 - PROFILE 170 175 180 185 170 175 180 185 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 EX. SSMH RIM=182.00 IE (8" NW) IN=177.50 IE (8" E) OUT=177.50 IE (8" S) OUT=177.50 209 LF 8" PVC S=0.005 FT/FT 209 LF 8" PVC S=0.005 FT/FT APPROXIMATE EXISTING GROUND 12" STORM SSMH-1 RIM=182.24 IE (8" N) IN=178.54 IE (8" S) OUT=178.64 EX. WATER CENTER FULL SECTION OF SEWER PIPE UNDER WATER SCALE: H: 1"=20' V: 1"=5' SSMH #1 TO SSCO #1 - PROFILE 175 180 185 175 180 185 0+00 0+20 0+40 0+60 0+80 1+00 1+20 SSMH-1 RIM=182.24 IE (8" N) IN=178.54 IE (8" S) OUT=178.64 111 LF 8" DI S=0.005 FT/FT SSCO 1 RIM=180.89 IE (8" N) IN=179.20 IE (6" E) IN=179.37 APPROXIMATE EXISTING GROUND SS STUB 0+34 LT IE 178.98 SS STUB 1+11 LT IE 179.37 12" STORM C3.0 UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC.P:\WORK\PROJECTS\2023\23-049 MCGRANAHAN-EAGLE CRK\CE\DWG\SHEETS\C3.0 SEWER WATER.DWG 5/23/2023 SECTION 12, TOWNSHIP 31 NORTH, RANGE 05 EAST, W.M. EA G L E C R E E K E L E M E N T A R Y NE W P O R T A B L E S 12 1 6 E 5 T H S T R E E T AR L I N G T O N , W A 9 8 2 2 3 SA N I T A R Y S E W E R & W A T E R P L A N DATE: 05/22/23 Know what's below. Call before you dig. 5/19 / 2 3 EN G I N E E R S SU R V E Y O R S REVISIONS ...... JOB #: 23-049 28 2 2 C O L B Y A V E . , S U I T E 3 0 0 (4 2 5 ) 2 5 2 - 1 8 8 4 EV E R E T T , W A 9 8 2 0 1 (2 0 6 ) 3 4 3 - 5 9 0 3 Feet 0 20 40 VERTICAL DATUM NAVD 88 DEVELOPMENT SERVICES MANAGER SANITARY SEWER & WATER PLAN SCALE 1"=20' C4.0 UNPUBLISHED WORK COPYRIGHT © 2023 BY HARMSEN & ASSOCIATES INC.P:\WORK\PROJECTS\2023\23-049 MCGRANAHAN-EAGLE CRK\CE\DWG\SHEETS\C4.0 NOTES.DWG 5/19/2023 SECTION 12, TOWNSHIP 31 NORTH, RANGE 05 EAST, W.M. EA G L E C R E E K E L E M E N T A R Y NE W P O R T A B L E S 12 1 6 E 5 T H S T R E E T AR L I N G T O N , W A 9 8 2 2 3 GE N E R A L C O N S T R U C T I O N N O T E S DATE: 05/22/23 Know what's below. Call before you dig. 5/19 / 2 3 EN G I N E E R S SU R V E Y O R S REVISIONS ...... JOB #: 23-049 28 2 2 C O L B Y A V E . , S U I T E 3 0 0 (4 2 5 ) 2 5 2 - 1 8 8 4 EV E R E T T , W A 9 8 2 0 1 (2 0 6 ) 3 4 3 - 5 9 0 3 GENERAL CONSTRUCTION NOTES: 1.ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF ARLINGTON PUBLIC WORKS STANDARDS AND SPECIFICATIONS, AND THE CURRENT EDITION OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. 2.IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO OBTAIN A GRADING PERMIT, RIGHT-OFWAY PERMIT, AND UTILITY PERMITS, FROM THE CITY. ALL REQUIRED PERMITS FROM OTHER AGENCIES MUST ALSO BE OBTAINED BY THE DEVELOPER/CONTRACTOR. 3.PRIOR TO ANY CONSTRUCTION ACTIVITY, THE DEVELOPER/ CONTRACTOR SHALL ATTEND A PRECONSTRUCTION CONFERENCE WITH THE CITY. THE CONSTRACTOR SHALL SCHEDULE THE PRECONSTRUCTION CONFERENCE BY CALLING (360) 403-3500. PRIOR TO SCHEDULING, THE CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL FOR THE TRAFFIC CONTROL PLAN, CITY PERMITS, TEMPORARY EROSION AND SEDIMENT CONTROL PLAN, PERFORMANCE BOND, COPY OF OTHER AGENCY PERMITS, A COPY OF THE CONTRACTOR’S LICENSE, AND PROOF OF INSURANCE COVERAGE. 4.A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE JOB SITE WHEN CONSTRUCTION IS IN PROGRESS. 5.ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, THE CITY ENGINEER, AND OTHER APPROPRIATE PUBLIC AGENCIES. 6.ALL OF THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN THE PLANS HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS. 7.THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATE SERVICE (1-800-424-5555 OR 811) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 8.INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE ACCOMPLISHED BY REPRESENTATIVES OF THE CITY OF ARLINGTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS, ALLOWING PROPER ADVANCE NOTICE. THE INSPECTOR MAY REQUIRE REMOVAL AND REPLACEMENT OF ITEMS THAT DO NOT MEET CITY STANDARDS OR WERE CONSTRUCTED WITHOUT INSPECTION. 9.THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL TIMES BY CLEANING WITH A SWEEPING AND/OR VACUUM TRUCK. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE CITY INSPECTOR. 10.THE CONTRACTOR SHALL MAINTAIN TWO (2) SETS OF “AS- BUILT” PLANS SHOWING ALL FIELD CHANGES AND MODIFICATIONS. IMMEDIATELY AFTER CONSTRUCTION COMPLETION, THE CONTRACTOR SHALL DELIVER BOTH COPIES OF RED-LINED PLANS TO THE CITY. THE CITY WILL FORWARD ONE OF THE COPIES TO THE DESIGN ENGINEER. STORM DRAINAGE NOTES: 1.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS AND CITY STANDARDS AND SPECIFICATIONS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, THE CITY ENGINEER, AND OTHER APPROPRIATE PUBLIC AGENCIES. 2.ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE CITY STANDARDS AND SPECIFICATIONS. ACCEPTABLE STORM DRAINAGE PIPE MATERIALS INCLUDE CONCRETE, PVC, HDPE, AND DUCTILE IRON. CORRUGATED METAL PIPES (GALVANIZED ALUMINUM OR STEEL) ARE NOT ACCEPTED BY THE CITY. ALL PIPE JOINTS MUST HAVE GASKETS AND SHALL BE WATER TIGHT UNLESS OTHERWISE DIRECTED BY THE CITY. 3.PIPE BEDDING MATERIAL SHALL BE 5/8-INCH MINUS CRUSHED GRAVEL FOR ALL PIPE TYPES, EXCEPT DUCTILE IRON. BEDDING MATERIAL FOR DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS OF THE CITY’S STANDARDS AND SPECIFICATIONS (CHAPTER 4). 4.ALL TRENCH BACKFILL IN AREAS OF PAVEMENT OR STRUCTURAL LOADING SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY. ALL OTHER AREAS SHALL BE COMPACTED TO AT LEAST 90% OF MAXIMUM DRY DENSITY. 5.ALL PIPE SHALL BE PLACED ON STABLE EARTH. IF IN THE OPINION OF THE CITY INSPECTOR, THE EXISTING TRENCH FOUNDATION IS UNSATISFACTORY, THEN IT SHALL BE EXCAVATED BELOW GRADE AND BACKFILLED WITH GRAVEL BEDDING MATERIAL TO SUPPORT THE PIPE. 6.LOT DRAINAGE SYSTEMS, STUB-OUTS AND ANY DRAINS BEHIND THE SIDEWALK MUST BE INSTALLED AS REQUIRED PRIOR TO SIDEWALK CONSTRUCTION. STUB-OUTS SHALL BE MARKED WITH A 2”X4” WITH 3 FEET VISIBLE ABOVE GRADE AND MARKED “STORM”. LOCATION AND DEPTH OF THESE INSTALLATIONS SHALL BE SHOWN ON THE AS-BUILT PLANS SUBMITTED TO THE CITY. 6.ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE SHOWN ON THE PLANS AND APPROVED BY THE CITY. THE USE AND INSTALLATION OF INLETS IS DISCOURAGED. 7.ALL CATCH BASINS WITH A DEPTH OF 5 FEET (RIM TO INVERT) OR GREATER SHALL BE TYPE 2 CATCH BASINS EQUIPPED WITH 3/4 INCH DIAMETER SAFETY MANHOLE STEPS OR A MANHOLE LADDER PER CITY STANDARD DETAILS. 8.ALL GRATES SHALL BE MARKED “OUTFALL TO STREAM – DUMP NO POLLUTANTS”. ALL SOLID COVER SHALL BE MARKED “DRAIN”. ALL CATCH BASINS AND MANHOLES SHALL BE EQUIPPED WITH LOCKING FRAMES AND LIDS OR GRATES PER CITY STANDARD DETAILS. 9.ALL GRATES LOCATED IN THE GUTTER FLOW LINE (INLET AND CATCH BASIN) SHALL BE DEPRESSED 0.1 FOOT BELOW PAVEMENT LEVEL. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE, INLET AND CATCH BASIN FRAMES AND GRATES/COVERS TO GRADE JUST PRIOR TO CURB INSTALLATION AND/PAVING. 11.ALL RETENTION/DETENTION FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ALL CONSTRUCTION ACTIVITY, UNLESS OTHERWISE APPROVED BY THE CITY. 12.DETENTION/RETENTION PONDS WITH SIDE SLOPES STEEPER THAN 3:1 OR WITH A MAXIMUM WATER DEPTH GREATER THAN 3 FEET SHALL BE ENCLOSED WITH A VINYL COATED CHAIN LINK FENCE. 12.BIO-FILTRATION SWALES AND/OR FILTER STRIPS SHALL BE CONSTRUCTED, BEDDED OR SEEDED AND IN OPERATION PRIOR TO, OR SODDED IN CONJUNCTION WITH, ASPHALT PAVING. THE VEGETATION IN THE BIO-SWALE MUST BE WELL ESTABLISHED BEFORE PAVING BEGINS. 13.STORM WATER RETENTION/DETENTION FACILITIES, STORM DRAINAGE PIPE AND CATCH BASINS SHALL BE FLUSHED AND CLEANED BY THE DEVELOPER PRIOR TO THE CITY’S ACCEPTANCE OF THE PROJECT. 14.WHEN INFILTRATION FACILITIES ARE CONSTRUCTED, COMPACTION OF SOIL IS NOT ALLOWED, AS THE DESIGN IS BASED ON NATURAL SOIL IN THE ORIGINAL LOCATION. VEHICLES SHALL NOT BE DRIVEN OVER THE INFILTRATION AREA DURING CONSTRUCTION. 15.IF THE CONTRACTOR ENCOUNTERS GROUNDWATER OR SOIL CONDITIONS DIFFERENT FROM THAT SHOWN IN THE PLANS DURING INFILTRATION SYSTEM INSTALLATION, THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR. SWPP NOTES: 1. APPROVAL OF THE TEMPORARY EROSION/SEDIMENT CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR STORM DRAINAGE DESIGN. 2. A TESC PLAN MEETING THE DOE STORM WATER MANAGEMENT MANUAL ADOPTED BY THE CITY SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO ANY WORK ON THE SITE. AN APPROVED COPY MUST BE MAINTAINED ON-SITE AND BE READILY AVAILABLE TO THE CITY INSPECTOR AT THEIR REQUEST. 3. THE TESC BMP’S SHOWN ON THE PLAN MUST BE INSTALLED PRIOR TO ALL OTHER CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT-LADDEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, LEAVE THE SITE, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. MAINTENANCE, REPALCEMENT, AND UPGRADING OF THE TESC PLAN IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETE AND APPROVED BY THE CITY. 4.THE BOUNDARIES OF THE CLEARING LIMITS, SHOWN ON THE TESC PLAN, SHALL BE CLEARLY FENCED OR FLAGGED IN THE FIELD PRIOR TO STARTING CONSTRUCTION. NO DISTURBANCE BEYOND THE FENCED OR FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FENCING AND/OR FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE CONSTRUCTION PROJECT. 5. THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AND ADDED TO AS NEEDED, FOR UNEXPECTED STORM EVENTS AND TO REFLECT CHANGED CONDITIONS, AS REQUIRED BY THE CITY. 6. THE CONTRACTOR SHALL PROVIDE THE CITY A 24-HOUR EMERGENCY CONTACT PHONE NUMBER OF THE CONTRACTOR’S CERTIFIED EROSION CONTROL SUPERVISOR PRIOR TO STARTING CONSTRUCTION. 7. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE CONTINUED FUNCTION AND OPERATION. 8. BETWEEN OCTOBER 1 AND APRIL 30, DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWO (2) DAYS SHALL BE IMMEDIATELY COVERED BY MULCH, SOD OR PLASTIC COVERING. BETWEEN MAY 1 AND SEPTEMBER 30, DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR MORE THAN SEVEN (7) DAYS SHALL BE IMMEDIATELY COVERED BY SEEDING OR OTHER APPROVED METHODS. 9. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH BASINS, PRE-TREATMENT/SEDIMENT POND, AND SEDIMENT TRAPS UPON REACHING A DEPTH OF 12 INCHES. 10. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES, SHALL PROVIDE ADEQUATE STORAGE CAPACITY, AND SHALL BE CLEANED OUT ENTIRELY ONCE THE SITE IS STABILIZED. IF THE PERMANENT FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. 11. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROXIMATE RATE OF 120 LBS PER ACRE. 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 3 INCHES, OR 3,000 POUNDS PER ACRE. 13. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS. WHEN ACTIVELY WORKING WITH THE SOIL STOCKPILE, STABILIZATION BY GROUND COVER BMPS SHALL OCCUR AT THE END OF EACH WORK DAY. 14. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 15. MAINTENANCE AND REPAIR OF TESC FACILITIES AND STRUCTURES SHALL BE CONDUCTED IMMEDIATELY UPON RECOGNITION OF A PROBLEM OR WHEN THE TESC MEASURES BECOME DAMAGED. 16. UPON COMPLETION OF THE PROJECT, ALL BMP’S SHALL BE REMOVED FROM THE SITE AND RIGHT OF WAY. IF BMP’S ARE REQUIRED TO REMAIN IN PLACE FOR FURTHER PROTECTION, ARRANEMENTS FOR REMOVAL SHALL BE MADE WITH THE CITY INSPECTOR. 17. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTEND PRACTICABLE. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT WILL NOT BE CONVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGEINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT THE PROJECT COMPLETION, DEMONSTRATE THE REQUIREMENTS ESTABLISHED IN T5.13 OF THE 2014 SWMMWW, POST CONSTRUCTION SOIL QUALITY AND DEPTH. BMP T5.13: POST-CONSTRUCTION SOIL QUALITY THIS BMP SHALL BE USED IN THE LANDSCAPED AREAS ON THE SITE AND ANY OTHER DISTURBED AREAS. SOIL RETENTION RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. SOIL QUALITY ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: 1.A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN PLANTING BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE. 2.MULCH PLANTING BEDS WITH 2 INCHES OF ORGANIC MATERIAL 3.USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS: a.THE ORGANIC CONTENT FOR “PRE-APPROVED” AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE COMPOST BELOW, WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% BIOSOLIDS OR MANURE. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 40% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1. THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. b.CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING (A.) ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B, TESTING PARAMETERS, IN WAC 173-350-220. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. IMPLEMENTATION OPTIONS: THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW: 1.LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 2.AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT “PRE-APPROVED” RATES, OR AT CUSTOM CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. 3.STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHER AT A DEFAULT “PRE-APPROVED” RATE OR AT A CUSTOM CALCULATED RATE. 4.IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. COMPOST TO ENSURE THAT THE BSM WILL SUPPORT HEALTHY PLANT GROWTH AND ROOT DEVELOPMENT, CONTRIBUTE TO BIOFILTRATION OF POLLUTANTS, AND NOT RESTRICT INFILTRATION WHEN USED IN THE PROPORTIONS CITED HEREIN, THE FOLLOWING COMPOST STANDARDS ARE REQUIRED. MEETS THE DEFINITION OF “COMPOSTED MATERIAL” IN WAC 173-350-100 AND COMPLIES WITH TESTING PARAMETERS AND OTHER STANDARDS IN WAC 173-350-220. PRODUCED AT A COMPOSTING FACILITY THAT IS PERMITTED BY THE JURISDICTIONAL HEALTH AUTHORITY. PERMITTED COMPOST FACILITIES IN WASHINGTON ARE INCLUDED ON A LIST AVAILABLE AT HTTP://WWW.ECY.WA.GOV/PROGRAMS/SWFA/ORGANICS/SOIL.HTML THE COMPOST PRODUCT MUST ORIGINATE A MINIMUM OF 65 PERCENT BY VOLUME FROM RECYCLED PLANT WASTE COMPRISED OF ”YARD DEBRIS,” “CROP RESIDUES,” AND “BULKING AGENTS” AS THOSE TERMS ARE DEFINED IN WAC 173-350-100. A MAXIMUM OF 35 PERCENT BY VOLUME OF “POST-CONSUMER FOOD WASTE” AS DEFINED IN WAC 173-350-100, BUT NOT INCLUDING BIOSOLIDS, MAY BE SUBSTITUTED FOR RECYCLED PLANT WASTE. STABLE (LOW OXYGEN USE AND CO2 GENERATION) AND MATURE (CAPABLE OF SUPPORTING PLANT GROWTH) BY TESTS SHOWN BELOW. THIS IS CRITICAL TO PLANT SUCCESS IN A BIORETENTION SOIL MIXES. MOISTURE CONTENT RANGE: NO VISIBLE FREE WATER OR DUST PRODUCED WHEN HANDLING THE MATERIAL. TESTED IN ACCORDANCE WITH THE U.S. COMPOSTING COUNCIL “TEST METHOD FOR THE EXAMINATION OF COMPOST AND COMPOSTING” (TMECC), AS ESTABLISHED IN THE COMPOSTING COUNCIL'S “SEAL OF TESTING ASSURANCE” (STA) PROGRAM. MOST WASHINGTON COMPOST FACILITIES NOW USE THESE TESTS. SCREENED TO THE FOLLOWING SIZE GRADATIONS FOR FINE COMPOST WHEN TESTED IN ACCORDANCE WITH TMECC TEST METHOD 02.02-B, SAMPLE SIEVING FOR AGGREGATE SIZE CLASSIFICATION.” FINE COMPOST SHALL MEET THE FOLLOWING GRADATION BY DRY WEIGHT MINIMUM PERCENT PASSING 2”: 100% MINIMUM PERCENT PASSING 1”: 99% MINIMUM PERCENT PASSING 5/8”: 90% MINIMUM PERCENT PASSING ¼”: 75% PH BETWEEN 6.0 AND 8.5 (TMECC 04.11-A). “PHYSICAL CONTAMINANTS” (AS DEFINED IN WAC 173-350-100) CONTENT LESS THAT 1% BY WEIGHT (TMECC 03.08-A) TOTAL, NOT TO EXCEED 0.25 PERCENT FILM PLASTIC BY DRY WEIGHT. MINIMUM ORGANIC MATTER CONTENT OF 40% (TMECC 05.07-A “LOSS ON IGNITION) SOLUBLE SALT CONTENT LESS THAN 4.0 DS/M (MMHOS/CM) (TMECC 04.10-A “ELECTRICAL CONDUCTIVITY, 1:5 SLURRY METHOD, MASS BASIS”) MATURITY INDICATORS FROM A CUCUMBER BIOASSAY (TMECC 05.05-A “SEEDLING EMERGENCE AND RELATIVE GROWTH ) MUST BE GREATER THAN 80%FOR BOTH EMERGENCE AND VIGOR”) STABILITY OF 7 MG CO2-C/G OM/DAY OR BELOW (TMECC 05.08-B “CARBON DIOXIDE EVOLUTION RATE”) CARBON TO NITROGEN RATIO (TMECC 05.02A “ CARBON TO NITROGEN RATIO” WHICH USES 04.01 “ORGANIC CARBON” AND 04.02D “TOTAL NITROGEN BY OXIDATION”) OF LESS THAN 25:1. THE C:N RATIO MAY BE UP TO 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PUGET SOUND LOWLAND NATIVE SPECIES AND UP TO 40:1 FOR COARSE COMPOST TO BE USED AS A SURFACE MULCH (NOT IN A SOIL MIX). SOIL DESIGN CRITERIA THE CAVFS DESIGN INCORPORATES COMPOSTED MATERIAL INTO THE NATIVE SOILS PER THE CRITERIA IN BMP T5.13: POST-CONSTRUCTION SOIL QUALITY AND DEPTH (P.911) FOR TURF AREAS. HOWEVER, AS NOTED BELOW, THE COMPOST SHALL NOT CONTAIN BIOSOLIDS, OR MANURE. THE GOAL IS TO CREATE A HEALTHY SOIL ENVIRONMENT FOR A LUSH GROWTH OF TURF. SOIL/COMPOST MIX: ·PRESUMPTIVE APPROACH: PLACE AND ROTOTILL 1.75 INCHES OF COMPOSTED MATERIAL INTO 6.25 INCHES OF SOIL (A TOTAL AMENDED DEPTH OF ABOUT 9.5 INCHES), FOR A SETTLED DEPTH OF 8 INCHES. WATER OR ROLL TO COMPACT SOIL TO 85% MAXIMUM. PLANT GRASS. ·CUSTOM APPROACH: PLACE AND ROTOTILL THE CALCULATED AMOUNT OF COMPOSTED MATERIAL INTO A DEPTH OF SOIL NEEDED TO ACHIEVE 8 INCHES OF SETTLED SOIL AT 5% ORGANIC CON-TENT. WATER OR ROLL TO COMPACT SOIL TO 85% MAXIMUM. PLANT GRASS. THE AMOUNT OF COMPOST OR OTHER SOIL AMENDMENTS USED VARIES BY SOIL TYPE AND ORGANIC MATTER CONTENT. IF THERE IS A GOOD POSSIBILITY THAT SITE CONDITIONS MAY ALREADY CONTAIN A RELATIVELY HIGH ORGANIC CONTENT, THEN IT MAY BE POSSIBLE TO MODIFY THE PRE-APPROVED RATE DESCRIBED ABOVE AND STILL BE ABLE TO ACHIEVE THE 5% ORGANIC CONTENT TARGET. ·THE FINAL SOIL MIX (INCLUDING COMPOST AND SOIL) SHOULD HAVE AN INITIAL SATURATED HYDRAULIC CONDUCTIVITY LESS THAN 12 INCHES PER HOUR, AND A MINIMUM LONG-TERM HYDRAULIC CONDUCTIVITY OF 1.0 INCH/HOUR PER ASTM DESIGNATION D 2434 (STANDARD TEST METHOD FOR PERMEABILITY OF GRANULAR SOILS) AT 85% COMPACTION PER ASTM DESIGNATION D 1557 (STANDARD TEST METHOD FOR LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING MODIFIED EFFORT. INFILTRATION RATE AND HYDRAULIC CONDUCTIVITY ARE ASSUMED TO BE APPROXIMATELY THE SAME IN A UNIFORM MIX SOIL. NOTE: LONG TERM SATURATED HYDRAULIC CONDUCTIVITY IS DETERMINED BY APPLYING THE APPROPRIATE INFILTRATION CORRECTION FACTORS AS EXPLAINED UNDER “DETERMINING BIORETENTION SOIL MIX INFILTRATION RATE” UNDER BMP T7.30: BIORETENTION CELLS, SWALES, AND PLANTER BOXES(P.959). ·THE FINAL SOIL MIXTURE SHOULD HAVE A MINIMUM ORGANIC CONTENT OF 5% BY DRY WEIGH TPER ASTM DESIGNATION D 2974 (STANDARD TEST METHOD FOR MOISTURE, ASH AND ORGANIC MATTER OF PEAT AND OTHER ORGANIC SOILS) (TACKETT, 2004). ·ACHIEVING THE ABOVE RECOMMENDATIONS WILL DEPEND ON THE SPECIFIC SOIL AND COM-POST CHARACTERISTICS. IN GENERAL, THE RECOMMENDATION CAN BE ACHIEVED WITH 60% TO65% LOAMY SAND MIXED WITH 25% TO 30% COMPOST OR 30% SANDY LOAM, 30% COARSE SAND, AND 30% COMPOST. ·THE FINAL SOIL MIXTURE SHOULD BE TESTED PRIOR TO INSTALLATION FOR FERTILITY, MICRONUTRIENT ANALYSIS, AND ORGANIC MATERIAL CONTENT. ·CLAY CONTENT FOR THE FINAL SOIL MIX SHOULD BE LESS THAN 5%. ·COMPOST MUST NOT CONTAIN BIOSOLIDS, MANURE, ANY STREET OR HIGHWAY SWEEPINGS, OR ANY CATCH BASIN SOLIDS. ·THE PH FOR THE SOIL MIX SHOULD BE BETWEEN 5.5 AND 7.0 (STENN, 2003). IF THE PH FALLS OUTSIDE THE ACCEPTABLE RANGE, IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE PLUS SULFUR TO LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL PRIOR TO USE IN LID AREAS (LOW-IMPACT DEVELOPMENT CENTER,2004). ·THE SOIL MIX SHOULD BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER SIMILAR MATERIAL LARGER THAN 2 INCHES. ·WHEN PLACING TOPSOIL, IT IS IMPORTANT THAT THE FIRST LIFT OF TOPSOIL IS MIXED INTO THE TOP OF THE EXISTING SOIL. THIS ALLOWS THE ROOTS TO PENETRATE THE UNDERLYING SOIL EASIER AND HELPS PREVENT THE FORMATION OF A SLIP PLANE BETWEEN THE TWO SOIL LAYERS. SOIL COMPONENT: THE TEXTURE FOR THE SOIL COMPONENT OF THE LID BMP SOIL MIX SHOULD BE LOAMY SAND (USDA SOIL TEXTURAL CLASSIFICATION). COMPOST COMPONENT: FOLLOW THE SPECIFICATIONS FOR COMPOST IN BMP T7.30: BIORETENTION CELLS, SWALES, AND PLANTER BOXES (P.959) DEVELOPMENT SERVICES MANAGER Eagle Creek Elementary Portables Arlington Public Schools 1 Zoning Permitting / Site Plan Review Project Narrative McGranahan Architects 24 May 2023 This memo is intended to support the Zoning Permit and Site Plan Review Application for the Eagle Creek Elementary School Portable Project. Project Description The project will add two portable classroom buildings, each with two classrooms, to the Eagle Creek Elementary site. The portables will be located on the south side of the existing building, directly adjacent to the existing playground and located on what is current asphalt paving. A new fence will be added on the west side of the portables. Each structure is roughly 64 feet by 28 feet and will be placed on permanent concrete foundations. The foundations will be recessed so that ramps are not required from the main entry doors. Secondary egress doors that are not required to be accessible routes of travel will have steps. No new impervious area is planned. The new buildings will replace existing asphalt paving. The roof and footing drains will be tied into the existing storm water infiltration system so there will be zero net impact on storm water discharge. Each of the 4 new classrooms will have a single occupant toilet room and be connected to water and sanitary sewer. Power and low voltage systems, including intercom and fire alarm, will be fed from the main building and run to the portables underground. There is an existing water service line that circles the main building, adjacent to the new portable locations. The new structures will be placed outside the water line easement and be connected to that water loop directly. Sanitary sewer service from the existing elementary building is at the northwest corner of the school. A manhole would saddle over existing sewer main and new pipe extended to the south at minimum grade, terminating in a second manhole by the proposed portables. Side sewers would extend from the new main to serve the facilities. The existing main building does not have fire sprinklers and fire sprinklers are not planned for the new portable classrooms. See the cover sheet of the drawings for a narrative of building code compliance. The project will add 4 new classrooms so it will require additional parking. The adjacent Stillaguamish Valley Learning Center (SVLC) has excess parking stalls that can be repurposed to cover the added capacity for these new classrooms. See the calculations on the cover sheet of the drawings. The buildings will be set well away from the property lines. The closest property line is to the south. There is an existing wood fence and landscaping on that property line that will shield the view of the portables so no new landscaping is being proposed. The buildings will be 11’-0” tall at their peak and painted to match the color of the existing school. 1)Based on permit type requested (Type I, Type II or Type III), complete the form as follows: Type I permits complete all sections.  T e II ermits com lete as follows: -Grading Only - Complete Temporary Erosion and Sediment Control (TESC). - 2) 3) 4) 5) 6) PROJECT COSTS PLAN REVIEW & INSPECTION FEES PLAN REVIEW & INSPECTION FEE (6% of Project Value) 6,156.44$ GRADING FEE (4) (Cubic Yard )-$ Review fees due at time of submittal Road and Alley (Public) Stormwater Drainage and Grading (Public) Utilities (Public) Temporary Erosion and Sediment Control (Public and Private) ASSURANCE DEVIC Base Calculation of Performance Device 21,534.75$ PERFORMANCE DEVICE 150%Amount Du Base Calculation of Maintenance Device -$ MAINTENANCE DEVICE 20% Amount Du CONTRUCTION PLAN REVIEW & INSPECTION FEE WORKSHEET Community & Economic Development Department City of Arlington 18204 59th Avenue NE  Arlington WA 98223 (360) 403-3551 This form is to be completed and submitted with Type I , Type II Type III Construction Permit Application. Excel will auto-calculate the relevant fields and subtotals throughout the document. Only the 'Quantity' columns should be completed. Stormwater Drainage Only - Complete the Temporary Erosion and Sediment Control and Stormwater Drainage Section for Public or Private The developer shall enter the quantities shown on the construction drawings into the Construction Calculation Worksheet. This document is used to determine the amount of plan reivew and inspection fees due to the city. Type III permits complete the Temporary Erosion and Sediment Control (TESC). 32,302.13$ -$ 6,156.44$ An Assurance Device such as a Performance Bond or Assignment of Funds needs to be on file with the City of Arlington prior to permit issuance. The Assurance Device shall be 150% of the Construction Calculation Worksheet which are as follows: The summary page calculates the fees due at intake for Civil and Stormwater Drainage construction permits only. This does not include fees for Grading or those required by other departments or agencies. Grading fees are based on Cubic Yard Quantity and shall be calculated at time of permit submittal. Grading fees shall be paid at permit submittal. If an item that is part of your project does not exist in the spreadsheet complete the Write-In-Items section with the item, quantity and associated unit cost. There are a few unit prices that are blank, please complete them accordingly. Inspection fees shall be calculated for Private Development during the review process and shall be paid upon permit issuance. Total Review Fees Due $ 7,608.75 $ 94,998.50 $ 102,607.25 TOTAL PROJECT COSTPRIVATE TOTALPUBLIC TOTAL Verif formula, totals do not match 1 Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Description Unit Price Unit Quantity Cost Reference # Backfill & compaction-embankment 6.50$ CY 70 455.00$ Check dams 78.00$ EACH -$ BMP C207 Catch Basin Protection 35.50$ EACH 4 142.00$ Crushed surfacing 1 1/4" minus 18.00$ TON 60 1,080.00$ WSDOT 9-03.9(3) Ditching 8.00$ CY -$ Excavation-bulk 3.00$ CY 250 750.00$ Fence, silt 2.00$ LF -$ BMP C233 Fence, Temporary (NGPA) 2.00$ LF -$ Geotextile Fabric 2.50$ SY -$ Hay Bale Silt Trap 0.50$ EACH -$ Hydroseeding 4,200.00$ ACRE -$ BMP C120 Interceptor Swale / Dike 1.00$ LF -$ Jute Mesh 2.00$ SY -$ BMP C122 Level Spreader 1.75$ LF -$ Mulch, by hand, straw, 3" deep 3.00$ SY -$ BMP C121 Mulch, by machine, straw, 2" deep 1.00$ SY -$ BMP C121 Piping, temporary, CPP, 6" 12.50$ LF -$ Piping, temporary, CPP, 8" 19.00$ LF -$ Piping, temporary, CPP, 12" 24.00$ LF -$ Plastic covering, 6mm thick, sandbagged 3.00$ SY 100 300.00$ BMP C123 Rip Rap, machine placed; slopes 50.00$ CY -$ WSDOT 9-13.1(2) Rock Construction Entrance, 50'x15'x1' 1,800.00$ EACH -$ BMP C105 Rock Construction Entrance, 100'x15'x1' 3,600.00$ EACH -$ BMP C105 Sediment pond riser assembly 3,050.00$ EACH -$ BMP C241 Sediment trap, 5' high berm 21.00$ LF -$ BMP C240 Sed. trap, 5' high, riprapped spillway berm section 79.00$ LF -$ BMP C240 Seeding, by hand 1.00$ SY -$ BMP C120 Sodding, 1" deep, level ground 8.00$ SY -$ BMP C120 Sodding, 1" deep, sloped ground 9.50$ SY -$ BMP C120 TESC Supervisor 84.00$ HR 40 3,360.00$ Water truck, dust control 130.00$ HR -$ BMP C140 WRITE-IN-ITEMS -$ -$ -$ -$ -$ -$ SUBTOTAL (TESC Only):6,087.00$ MOBILIZATION 10%:608.70$ CONTINGENCY 15%:913.05$ TOTAL: 7,608.75$ TEMPORARY EROSION & SEDIMENT CONTROL Include Public Improvements & Private Development Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Public Description Unit Price Unit Quantity Cost Quantity Cost Access Road, Retention / Detention 26.00$ SY -$ -$ * (CBs include frame and lid) Beehive 90.00$ EACH -$ -$ CB Type I 1,650.00$ EACH -$ 2 3,300.00$ CB Type IL 1,850.00$ EACH -$ -$ CB Type II, 48" Dia 2,550.00$ EACH -$ -$ for additional depth over 4' 650.00$ FT -$ -$ CB Type II, 54" Dia 2,700.00$ EACH -$ -$ for additional depth over 4' 600.00$ FT -$ -$ CB Type II, 60" Dia 2,900.00$ EACH -$ -$ for additional depth over 4' 750.00$ FT -$ -$ CB Type II, 72" Dia 4,000.00$ EACH -$ -$ for additional depth over 4' 900.00$ FT -$ -$ Through-curb Inlet Framework (Add) 550.00$ EACH -$ -$ Cleanout, PVC, 4" 200.00$ EACH -$ -$ Cleanout, PVC, 6" 250.00$ EACH -$ 4 1,000.00$ Cleanout, PVC, 8" 300.00$ EACH -$ -$ Culvert, Box __ ft x __ ft -$ LS -$ -$ Culvert, PVC, 4" 12.00$ LF -$ -$ Culvert, PVC, 6" 17.00$ LF -$ 250 4,250.00$ Culvert, PVC, 8" 19.00$ LF -$ -$ Culvert, PVC, 12" 30.00$ LF -$ -$ Culvert, CMP, 8" 23.00$ LF -$ -$ Culvert, CMP, 12" 35.00$ LF -$ -$ Culvert, CMP, 15" 42.00$ LF -$ -$ Culvert, CMP, 18" 47.00$ LF -$ -$ Culvert, CMP, 24" 69.00$ LF -$ -$ Culvert, CMP, 30" 100.00$ LF -$ -$ Culvert, CMP, 36" 150.00$ LF -$ -$ Culvert, CMP, 48" 194.00$ LF -$ -$ Culvert, CMP, 60" 310.00$ LF -$ -$ Culvert, CMP, 72" 400.00$ LF -$ -$ Culvert, Concrete, 8" 36.00$ LF -$ -$ Culvert, Concrete, 12" 43.00$ LF -$ -$ Culvert, Concrete, 15" 52.00$ LF -$ -$ Culvert, Concrete, 18" 55.00$ LF -$ -$ Culvert, Concrete, 24" 85.00$ LF -$ -$ Culvert, Concrete, 30" 136.00$ LF -$ -$ Culvert, Concrete, 36" 165.00$ LF -$ -$ Culvert, Concrete, 42" 196.00$ LF -$ -$ Culvert, Concrete, 48" 210.00$ LF -$ -$ Culvert, CPP, 6" 16.00$ LF -$ -$ Culvert, CPP, 8" 22.00$ LF -$ -$ Culvert, CPP, 12" 28.00$ LF -$ 192 5,376.00$ Culvert, CPP, 15" 34.00$ LF -$ -$ Culvert, CPP, 18" 39.00$ LF -$ -$ Culvert, CPP, 24" 49.00$ LF -$ -$ Private DevelopmentSTORMWATER DRAINAGE Public Improvements Private Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Culvert, CPP, 30" 62.00$ LF -$ -$ Culvert, CPP, 36" 69.00$ LF -$ -$ Ditching 12.00$ CY -$ -$ Flow Dispersal Trench (1,436 base+) 40.00$ LF -$ -$ French Drain (3' depth) 39.00$ LF -$ -$ Geotextile, laid in trench, polypropylene 5.00$ SY -$ -$ Infiltration pond testing 125.00$ HR -$ -$ Mid-tank Access Riser, 48" dia, 6' deep 2,025.00$ EACH -$ -$ Pipe, High Density Water Pipe (HDWP) 160.00$ LF -$ -$ Pipe, C900 90.00$ LF -$ -$ Pond Overflow Spillway 18.00$ SY -$ -$ Restrictor/Oil Separator, 12" 1,500.00$ EACH -$ -$ Restrictor/Oil Separator, 15" 1,550.00$ EACH -$ -$ Restrictor/Oil Separator, 18" 1,680.00$ EACH -$ -$ Riprap, placed 52.00$ CY -$ -$ Tank End Reducer (36" Dia) 1,280.00$ EACH -$ -$ Thru-Inlet at CB 150.00$ EACH -$ -$ Trash Rack, 12" 320.00$ EACH -$ -$ Trash Rack, 15" 325.00$ EACH -$ -$ Trash Rack, 18" 350.00$ EACH -$ -$ Trash Rack, 21" 375.00$ EACH -$ -$ WRITE-IN-ITEMS -$ -$ -$ -$ -$ -$ -$ -$ -$ SUBTOTAL:-$ 13,926.00$ MOBILIZATION 10%:-$ CONTINGENCY 15%:-$ TOTAL: -$ 13,926.00$ Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Description Unit Price Unit Quantity Cost Backfill & Compaction- embankment 8.00$ CY -$ Backfill & Compaction- trench 11.00$ CY -$ Clear/Remove Brush, by hand (acre) 2,363.00$ ACRE -$ Bollards - fixed 325.00$ EACH -$ Bollards - removable 600.00$ EACH -$ Clearing/Grubbing/Tree Removal 6,000.00$ ACRE -$ Excavation - bulk 2.50$ CY -$ Excavation - Trench 5.00$ CY -$ Fencing, cedar, 6' high 25.00$ LF -$ Fencing, chain link, 4' 19.50$ LF -$ Fencing, chain link, vinyl coated, 6' high 18.00$ LF -$ Fencing, chain link, gate, vinyl coated, 1,563.00$ EACH -$ Fencing, split rail, 3' high 14.00$ LF -$ Fill & compact - common barrow 27.00$ CY -$ Fill & compact - gravel base 30.00$ CY -$ Fill & compact - screened topsoil 45.00$ CY -$ Gabion, 12" deep, stone filled mesh 62.00$ SY -$ Gabion, 18" deep, stone filled mesh 86.00$ SY -$ Gabion, 36" deep, stone filled mesh 152.00$ SY -$ Grading, fine, by hand 2.00$ SY -$ Grading, fine, with grader 1.25$ SY -$ Guard Post 90.00$ EACH -$ Monuments 104.00$ EACH -$ Sensitive Areas Sign 20.00$ EACH -$ Sodding, 1" deep, sloped ground 10.00$ SY -$ Topsoil Type A (imported) 30.00$ CY -$ Traffic control crew ( 2 flaggers ) 98.00$ HR -$ Trail, 4" chipped wood 9.00$ SY -$ Trail, 4" crushed cinder 10.00$ SY -$ Trail, 4" top course 9.50$ SY -$ Wall, retaining, concrete 66.00$ SF -$ Wall, rockery 13.00$ SF -$ WRITE-IN-ITEMS -$ -$ -$ -$ -$ -$ Subtotal -$ Public ImprovementsGENERAL ITEMS Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Description Unit Price Unit Quantity Cost AC Grinding, 4' wide machine < 1000sy 35.00$ SY -$ C Grinding, 4' wide machine 1000-200 8.50$ SY -$ AC Grinding, 4' wide machine > 2000sy 2.50$ SY -$ AC Removal/Disposal/Repair 60.00$ SY -$ Barricade, Type I 36.00$ LF -$ Barricade Type II 25.00$ LF -$ Barricade, Type III ( Permanent ) 55.00$ LF -$ Conduit, 2" 5.00$ LF -$ Curb & Gutter, rolled 20.00$ LF -$ Curb & Gutter, vertical 15.00$ LF -$ Curb and Gutter, demolition and dispos 20.00$ LF -$ Curb, extruded asphalt 5.00$ LF -$ Curb, extruded concrete 4.50$ LF -$ Guard Rail 30.00$ LF -$ Sawcut, asphalt, 3" depth 3.50$ LF -$ Sawcut, concrete, per 1" depth 3.00$ LF -$ Sealant, asphalt 2.00$ LF -$ Shoulder, gravel, 4" thick 11.00$ SY -$ Sidewalk, 4" thick 40.00$ SY -$ Sidewalk, 4" thick, demolition and dispo 36.00$ SY -$ Sidewalk, 6" thick 45.00$ SY -$ Sidewalk, 6" thick, demolition and dispo 45.00$ SY -$ Signs -$ LS -$ Sign, Handicap 100.00$ EACH -$ Striping, per stall 7.50$ EACH -$ Street Light System -$ LS -$ Traffic Signal -$ LS -$ Traffic Signal Modification -$ LS -$ Striping, thermoplastic, ( for crosswalk ) 3.50$ SF -$ Striping, 4" reflectorized line 0.40$ LF -$ AC Patching/Trenching Restoration 100.00$ TON -$ Controlled Density Fill (CDF) 90.00$ CY -$ WRITE-IN-ITEMS -$ -$ -$ -$ -$ -$ Subtotal -$ Public ImprovementsSTREET IMPROVEMENT Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Description Unit Price Unit Quantity Cost Asphalt Overlay, 1.5" AC 12.00$ SY -$ Asphalt Overlay, 2" AC 15.00$ SY -$ Asphalt Road 2", First 2500 SY 10.00$ SY -$ Asphalt Road 2", Qty. over 2500SY 9.00$ SY -$ Asphalt Road 3", First 2500 SY 15.00$ SY -$ Asphalt Road 3", Qty. over 2500 SY 13.00$ SY -$ Asphalt Road 5", First 2500 SY 22.00$ SY -$ Asphalt Road 5", Qty. Over 2500 SY 22.00$ SY -$ Asphalt Road 6", First 2500 SY 25.00$ SY -$ Asphalt Road 6", Qty. Over 2500 SY 24.00$ SY -$ Asphalt Treated Base, 4" thick 14.00$ SY -$ Gravel Base Course 2" 7.50$ SY -$ Gravel Base Course 4" 15.00$ SY -$ Gravel Base Course 6" 22.50$ SY -$ Gravel Road, 4" rock, First 2500 SY 15.00$ SY -$ Gravel Road, 4" rock, Qty. over 2500 S 11.00$ SY -$ Concrete Road, 5", no base, over 2500 22.00$ SY -$ Concrete Road, 6", no base, over 2500 32.00$ SY -$ Thickened Edge 11.00$ LF -$ WRITE-IN-ITEMS -$ -$ -$ -$ -$ -$ Subtotal -$ STREET SURFACING/PAVEMENT Public Improvements Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Description Unit Price Unit Quantity Cost Blowoff 1,800.00$ EACH -$ Connection to Existing Water Main 2,000.00$ EACH -$ Ductile Iron Watermain, CL 52, 6 Inch Dia 65.00$ LF -$ Ductile Iron Watermain, CL 52, 8 Inch Dia 85.00$ LF -$ Ductile Iron Watermain, CL 52, 10 Inch Dia 103.00$ LF -$ Ductile Iron Watermain, CL 52, 12 Inch Dia.125.00$ LF -$ Gate Valve, 6 inch Dia 250.00$ EACH -$ Gate Valve, 8 Inch Dia 380.00$ EACH -$ Gate Valve, 10 Inch Dia 425.00$ EACH -$ Gate Valve, 12 Inch Dia 500.00$ EACH -$ Fire Hydrant Assembly, with Guard Posts 3,000.00$ EACH -$ Fire Hydrant Assembly, without Guard Posts 2,500.00$ EACH -$ Air-Vac, 8 Inch Dia 6,000.00$ EACH -$ Air-Vac,10 Inch Dia 7,500.00$ EACH -$ Air-Vac, 12 Inch Dia 12,000.00$ EACH -$ Pressure Reducing Valve Assembly, 8 In. Di 3,800.00$ EACH -$ Pressure Reducing Valve Assembly, 10 In. D 4,200.00$ EACH -$ Pressure Reducing Valve Assembly, 12 In. D 5,000.00$ EACH -$ Valve Marker Post 350.00$ EACH -$ WRITE-IN-ITEMS Water Service 1,000.00$ EACH -$ -$ -$ -$ -$ Subtotal -$ WATER SYSTEM Public Improvements Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Description Unit Price Unit Quantity Cost Connection to Existing Sewer Main 750.00$ EACH -$ Clean Outs 500.00$ EACH -$ Grease Interceptor, 500 gallon 6,000.00$ EACH -$ Grease Interceptor, 1000 gallon 10,000.00$ EACH -$ Grease Interceptor, 1500 gallon 15,000.00$ EACH -$ Side Sewer Pipe, PVC. 4 Inch Dia 8.00$ LF -$ Side Sewer Pipe, PVC. 6 Inch Dia 12.00$ LF -$ Sewer Pipe, PVC, 8 inch Dia 33.00$ LF -$ Sewer Pipe, PVC, 12 Inch Dia 41.00$ LF -$ Sewer Pipe, PVC, ____ Inch Dia -$ LF -$ Lift Station (Entire System) -$ LS -$ Manhole, 48 Inch Dia 3,000.00$ EACH -$ for additional depth over 4 feet/per fo 532.00$ FEET -$ Manhole, 54 Inch Dia 3,500.00$ EACH -$ for additional depth over 4 feet/per fo 532.00$ FEET -$ Manhole, 60 Inch Dia 3,700.00$ EACH -$ for additional depth over 4 feet/per fo 532.00$ FEET -$ Manhole, 72 Inch Dia 4,000.00$ EACH -$ for additional depth over 4 feet/per fo 625.00$ FEET -$ Manhole, 96 Inch Dia 5,000.00$ EACH -$ for additional depth over 4 feet/per fo 625.00$ FEET -$ Outside Drop -$ LS -$ Inside Drop -$ LS -$ Pipe, C-900 90.00$ LF -$ Pipe, High Density Water Pipe (HDWP) 160.00$ LF -$ WRITE-IN-ITEMS -$ -$ -$ -$ -$ -$ Subtotal -$ SANITARY SEWER Public Improvements Rev 7/2017 CONSTRUCTION CALCULATION WORKSHEET Description Unit Price Unit Quantity Cost Street Trees 500.00$ EACH -$ Root Barrier EACH -$ Median Landscaping -$ LS -$ Right-of-Way Landscaping -$ LS -$ Wetland Landscaping -$ LS -$ Private Landscaping -$ LS -$ WRITE-IN-ITEMS -$ -$ -$ -$ -$ -$ Subtotal -$ PUBLIC SUBTOTAL -$ MOBILIZATION 10%:-$ CONTINGENCY 15%:-$ GRANDTOTAL: -$ (INCLUDES GENERAL, STREET, SURFACING, WATER, SEWER, LANDSCAPING) LANDSCAPING & VEGETATION Include Public Improvements & Private Development Rev 7/2017 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) RPK M: _|_ W _ _ _ _ _ _ m m Mg _ @H M _ m L _ __ _ _ LI _ »% _ * ‘i v _ t_ __ _-_ _ _ r| 6& 8 hm _H _ ~ } _ § m AC T <_ _ m E Gu a m l1 _ _ Hi m |_ _ U _ _ M m _U _ } mm g g i m Om mc m m m m ma g 1| gfi m || _ _ W y E Eh m h m fi w m l W ’H:UE __ I I *i '1_ _1 +, _ T|¢ %1 mf g __ WM L L I ____ __ _ U O _ 1| Bg u @_ m _ q _ g _T _ fi _ U _ _ J __i__" _ _ I _: _ _ im z g o r m %b | = fl : " _ = | ___ _ I Eg __ ___ __ my ___ k = _" _EH_ | _ _ _ _ W__ _ _ _ mm __ __ _ _ I e_ _ g ni m g m m Em __B8 nO < % 2% 5% Mb K pmKgm 1| no / \ _ m m _W ) n _ fi <_ % _ m E _ Lé __ M m _fif g §_ $ _ 23 T G|' _ __ _ _ _ _ “ __ _ U _ U J_ | BM k _ @ @ | mf g If _ é‘TGEaIIE 6HW _ H G EB E }§ _ m NE H Em ____ _ U _ _ _ _ fl _ _ n 4 _ _ _ _ _ _ _ _ __ _ z _ _ nfl_ = m _ _ u m _ _ _ “ _ _ _ _ 84 % Gm gm __ __ __ _U__ fl _ _ _ _ _ _ _ _ _ _ _m_ _ _ _ n _ _ _ F |_ _ _ _ _ ' _ §“_ _ _ _ _ _ __m fi _ _ _ _ U m __ _ _ _ __ ' _ _ | mH _ _ _ _ _"r____H _ _ | _ $ l _ _ fi _ _ _ m _ w _ H F _ _ ( _ ? 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_r_ _ ’ _ F P w O¢_ $ € _ _ _ w _ m E“__ m _ U _ _ " & _ m _ U H g_{_ _ m z m _ D ; W _ gm _z _? _ fi _ _ _ m afim g z n m m u _"? _ u _ _ D 2 _ p _ _ _ “ H_U _ _ U _ n _ Dm _ n ; _ _ _ } _ r “ H_U _ _ 8 _ bz g m w u fl _fi _ _U _ M _ _ _ £ _ }z _ _ m ; _ w " M: 1 ?__ _ " _ _ _ _ _ _ _ _ _ _ _ m _U _ £ _ _ m DE } ___ _ _ _ _ z ___ _ _ _ _ _ _ _ _ _ _ _ U _ _H_ _ w _ E m _ _ _ _ _m _ E‘_ _ m m _ _ _ _Q“ _ m__ m _ _ _ _ _ _ _ m _ _ U z DO z_ U _ _ _ “m a m _U_ _ ; _ 5 _ _ _ z _ m __w fi _ _ _ _ _ , _ _ m " __ “_ M M_“W Po w e r e d b y T C P D F ( w w w . t c p d f . o r g ) Po w e r e d b y T C P D F ( w w w . t c p d f . o r g ) NOTES: Non-skid pattern (TYP) APWA standard plan #42 OLYMPIC FOUNDRY INC. 24" X 6" LOCKING MANHOLE RING & COVER MATL: Cast Iron ASTM A48, CL30 RATING: H-20 PART NO. MH30A D/T APPROX WT: Ring 210 Lbs, Cover 150 Lbs REV: A DATE: 6/23/2007 New border REV A DOCUMENT APPROVED BY: DATE: DWN: CL DATE: 6/23/2003 TOLERANCE XX +- .1 XXX +- .06 XXXX +- .030 < +- 2 DEG REV: DATE: CHKD: CL DATE: 6/23/2003 DWG #: MH30A DT SCALE: N/A SHEET: 1 OF 1 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) NOTES: OLYMPIC FOUNDRY INC. 11" X 8" LOCKING "SEWER" CLEAN-OUT RING & COVER MATL: CAST IRON ASTM A48 CL30 RATING: H-20 PART NO. M1025 APPROX WT: RING 70 LBS, COVER 40 LBS.REV: A DATE: 7/16/2003 Created Drawing REV A DOCUMENT APPROVED BY: DATE: DWN: CM DATE: 7/16/2003 TOLERANCE XX +- .1 XXX +- .06 XXXX +- .030 < +- 2 DEG REV: DATE: CHKD: FS DATE: 7/17/2003 DWG #: M1025 Sewer SCALE: N/A SHEET: 1 OF 1 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) M:U}:FmjmazoE‘I’ummmp~_Hi%I ___\____A@EmgqG©_©©a/_’_i_‘____U_‘___u___‘__‘_§K I HE%*Dm_zGmE13Lf__ AO_\N__'I_l___|__JOoimm _wO______O_$€_mE if5QM:U5]! ¥i__|+_|_qmAu\a__U_}lt ____ z_§§§S§§§%§§§§fi§F|#lam.‘aA8WwlmfimOAO_VAfiF%_wIWb%V|/ 5__ U}T%*@@@@A_flfl IVI NA\h____w_mO____OZ€__mE_ Ik_L'__@_>_lTANw\¥__D__p_|___4*|__\m__ _ mmO__|_OZ<__m§__U_O_A_'_O_|_m U_m;_r nfl__%_Dm7____;__"_______“____"____D___________fl__“_:______"____u_"____%5MD!"__§_g_________u_________u___E_“_____"__"____"________gn_____g____1__u_____§_________u_____________*______________§n_l!___“__:____3_______g_D____“_____n_____h______£___2______2_______§__ti_u__0_=___"__2 mg___n___3______g <___2__________"_Qfi_"_3______u____*33 E:_____"___n__n_______u__________n______i______"_ _m______gmmmflg moclmmwlgmw§___E_gE_fiU3grgm _zCm} _U_MOgQ__7__(__/H5_m_““Oowgmow9578_/675$? “gm?3&3 O_|m>ZO_!:>wm_m_<_w;_|QPU_~E__/6 I_m><<UC|_|< 8_5__/6U__U_Um_U $lfl_%__md E_m_@I___OO<_m_“N“HG Em_H_@P7_‘__w 3Em CZ____"6%Em %:m_§_|w_HfiO______QP'___O_/_85$IO3?EOZ m\m__M___6$2yaDram _££__fiIO_M}%__MO_/_ $5_P¥mOEWT m__ __@0529 Um;Z; Ab1;itAgm_g%GWwPEm@I_Zg ___+|5%/_[_\UZm Tl:___U_}_|'__LC9NM 8 Im@____ __\l__IQ“?;mfi%yfl__mmUgwmwwg mmmumfi/6_m_Z_“_O_h~_(___5__OZ @@H5@@_O@O@@m_@@¥ Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) 48" Type 1 Precast Manhole WSDOT B-5.20-00 1' to 5' 6" 5"5"48" 2' to 5' 12" 4" min 24"18" to 3' 16" max 32 Shope Enterprises, Inc. 1618 East Main Avenue Puyallup, WA 98372-3142 1-800-422-7560 [Toll Free - WA only] www.shopeconcrete.com (253) 848-1551 Fax Line 1 (253) 845-0292 Fax Line 2 (253) 864-6172 Note: drawings not to scale Cone Reinforcing Minimum 0.120 square inches / linear foot Manhole Wall Reinforcing Minimum 0.120 square inches / linear foot Base Slab Reinforcing 0.15 square inches / linear foot in both directions Separated base slab 0.23 square inches / linear foot in both directions Hole or Knock Out Dimensions Conformity Standards ASTM C478 - 97 Manhole ASTM C443 rubber gasket joint ASTM D - 4101 polypropylene steps and ladders Washington State APWA / WSDOT Standard Options Available Prechanneled base Sealcon Gu lined base Specialized coatings Kor-N-Seal boots Maximum hole size is 36 inches 8 inches of minimum distance between holes 2 inch diameter lifting holes provided Cored holes available ! ! Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) RPK M: _|_ W _ _ _ _ _ _ m m Mg _ @H M _ m L _ __ _ _ LI _ »% _ * ‘i v _ t_ __ _-_ _ _ r| 6& 8 hm _H _ ~ } _ § m AC T <_ _ m E Gu a m l1 _ _ Hi m |_ _ U _ _ M m _U _ } mm g g i m Om mc m m m m ma g 1| gfi m || _ _ W y E Eh m h m fi w m l W ’H:UE __ I I *i '1_ _1 +, _ T|¢ %1 mf g __ WM L L I ____ __ _ U O _ 1| Bg u @_ m _ q _ g _T _ fi _ U _ _ J __i__" _ _ I _: _ _ im z g o r m %b | = fl : " _ = | ___ _ I Eg __ ___ __ my ___ k = _" _EH_ | _ _ _ _ W__ _ _ _ mm __ __ _ _ I e_ _ g ni m g m m Em __B8 nO < % 2% 5% Mb K pmKgm 1| no / \ _ m m _W ) n _ fi <_ % _ m E _ Lé __ M m _fif g §_ $ _ 23 T G|' _ __ _ _ _ _ “ __ _ U _ U J_ | BM k _ @ @ | mf g If _ é‘TGEaIIE 6HW _ H G EB E }§ _ m NE H Em ____ _ U _ _ _ _ fl _ _ n 4 _ _ _ _ _ _ _ _ __ _ z _ _ nfl_ = m _ _ u m _ _ _ “ _ _ _ _ 84 % Gm gm __ __ __ _U__ fl _ _ _ _ _ _ _ _ _ _ _m_ _ _ _ n _ _ _ F |_ _ _ _ _ ' _ §“_ _ _ _ _ _ __m fi _ _ _ _ U m __ _ _ _ __ ' _ _ | mH _ _ _ _ _"r____H _ _ | _ $ l _ _ fi _ _ _ m _ w _ H F _ _ ( _ ? _ _ _ _ r _ _ _ : H _ ___ _ _ U _ _ _ _ " _ _ _ _ ___:__ _ _ “ G _ _ _ _ _ _ | _ _ ' _ ; _ ; _H_ _ _ _ _ _ ___ _ _ _ _ _ : _H _ _ _ _ _ _ ___ _ _ _ _ w ___ _ _ __ r _ _ __ _ E _ _ _ __ _ _ _ _ _T_ _ _ U _ _ "_ __ _ _ _ _ ___ _ _ _ w _ _ _ _ _ _ _n _ _ _ _ _ __ _ _ _ _ _ h ___ : m _ w _ _ U _ ? _ _ _ _ U _ _ | _:_ _ _ _I : _ $__ _ _ _ _ _ “ _ _ n _"_H _ " _ _ _ _ _ _ _ _ _ ___ _ _ u _ _ _ “ “ E ___” _ _ _ _ _ _ _ _ = _ l _ H _ H _ _ iOU Z Y U Z W Z H Em _ m _ _ 1 : _m b _ fm o @_ o m U T I_ m X _ | _ m P U }_ ‘ _ H _ / _ mn _ N _ m E }U_ H _ _ _ _ U _ H _ ___ _ _ _ _ _ _ _ _ H “* 9 Em E3 }_ u _ _ u _ _ _ E _ Gi g _b_ _ _ _ w _ u _ _ H __ _ _ _ _ u _ __E : m _ ~ _ _ P _ | m_ _ fl _ _ _ _ _ __ _ _ _ _ _ _ _ _ 12 ___ _ m _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ m _m _ _ _xMb : 5n _ _ fi _ z m ;> ; @ __ _ _ Z _ u _ 09 5 __m _ _ m _ _ _ _ _ _ m _ ” _ _ my ;_ _ fi _ H _ _ _ _ _ _ gw ___ _ _ fi _ _ _ * _ r 4 _ r _ _ _ _ % \ m _ m _ ~ ‘ _ E _ _ _ H _ _ H _ _ ‘ _ W hl h u l l l fi Hu g EE G UH _ T _ _ _ _ _ _ _ w H%_ _ m _ _ _f _ ) m h w $ V _|_ E _ m H _ F 1 3 _ H _§ _ _ c_ m _ _ } _ 5% m_ _ § | m ____ H Tu % _ w_ | § - m __h mg fl_ n : H_ _ _ _ _ “ _ m _ _ U__ m m _ _ U m _ _ 1 _ _ _ _ _ fi _ 2 _ ma m _ Em>“M o b i l ? _r_ _ ’ _ F P w O¢_ $ € _ _ _ w _ m E“__ m _ U _ _ " & _ m _ U H g_{_ _ m z m _ D ; W _ gm _z _? _ fi _ _ _ m afim g z n m m u _"? _ u _ _ D 2 _ p _ _ _ “ H_U _ _ U _ n _ Dm _ n ; _ _ _ } _ r “ H_U _ _ 8 _ bz g m w u fl _fi _ _U _ M _ _ _ £ _ }z _ _ m ; _ w " M: 1 ?__ _ " _ _ _ _ _ _ _ _ _ _ _ m _U _ £ _ _ m DE } ___ _ _ _ _ z ___ _ _ _ _ _ _ _ _ _ _ _ U _ _H_ _ w _ E m _ _ _ _ _m _ E‘_ _ m m _ _ _ _Q“ _ m__ m _ _ _ _ _ _ _ m _ _ U z DO z_ U _ _ _ “m a m _U_ _ ; _ 5 _ _ _ z _ m __w fi _ _ _ _ _ , _ _ m " __ “_ M M_“W Po w e r e d b y T C P D F ( w w w . t c p d f . o r g ) Po w e r e d b y T C P D F ( w w w . t c p d f . o r g ) NOTES: Non-skid pattern (TYP) APWA standard plan #42 OLYMPIC FOUNDRY INC. 24" X 6" LOCKING MANHOLE RING & COVER MATL: Cast Iron ASTM A48, CL30 RATING: H-20 PART NO. MH30A D/T APPROX WT: Ring 210 Lbs, Cover 150 Lbs REV: A DATE: 6/23/2007 New border REV A DOCUMENT APPROVED BY: DATE: DWN: CL DATE: 6/23/2003 TOLERANCE XX +- .1 XXX +- .06 XXXX +- .030 < +- 2 DEG REV: DATE: CHKD: CL DATE: 6/23/2003 DWG #: MH30A DT SCALE: N/A SHEET: 1 OF 1 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) NOTES: OLYMPIC FOUNDRY INC. 11" X 8" LOCKING "SEWER" CLEAN-OUT RING & COVER MATL: CAST IRON ASTM A48 CL30 RATING: H-20 PART NO. M1025 APPROX WT: RING 70 LBS, COVER 40 LBS.REV: A DATE: 7/16/2003 Created Drawing REV A DOCUMENT APPROVED BY: DATE: DWN: CM DATE: 7/16/2003 TOLERANCE XX +- .1 XXX +- .06 XXXX +- .030 < +- 2 DEG REV: DATE: CHKD: FS DATE: 7/17/2003 DWG #: M1025 Sewer SCALE: N/A SHEET: 1 OF 1 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) M:U}:FmjmazoE‘I’ummmp~_Hi%I ___\____A@EmgqG©_©©a/_’_i_‘____U_‘___u___‘__‘_§K I HE%*Dm_zGmE13Lf__ AO_\N__'I_l___|__JOoimm _wO______O_$€_mE if5QM:U5]! ¥i__|+_|_qmAu\a__U_}lt ____ z_§§§S§§§%§§§§fi§F|#lam.‘aA8WwlmfimOAO_VAfiF%_wIWb%V|/ 5__ U}T%*@@@@A_flfl IVI NA\h____w_mO____OZ€__mE_ Ik_L'__@_>_lTANw\¥__D__p_|___4*|__\m__ _ mmO__|_OZ<__m§__U_O_A_'_O_|_m U_m;_r nfl__%_Dm7____;__"_______“____"____D___________fl__“_:______"____u_"____%5MD!"__§_g_________u_________u___E_“_____"__"____"________gn_____g____1__u_____§_________u_____________*______________§n_l!___“__:____3_______g_D____“_____n_____h______£___2______2_______§__ti_u__0_=___"__2 mg___n___3______g <___2__________"_Qfi_"_3______u____*33 E:_____"___n__n_______u__________n______i______"_ _m______gmmmflg moclmmwlgmw§___E_gE_fiU3grgm _zCm} _U_MOgQ__7__(__/H5_m_““Oowgmow9578_/675$? “gm?3&3 O_|m>ZO_!:>wm_m_<_w;_|QPU_~E__/6 I_m><<UC|_|< 8_5__/6U__U_Um_U $lfl_%__md E_m_@I___OO<_m_“N“HG Em_H_@P7_‘__w 3Em CZ____"6%Em %:m_§_|w_HfiO______QP'___O_/_85$IO3?EOZ m\m__M___6$2yaDram _££__fiIO_M}%__MO_/_ $5_P¥mOEWT m__ __@0529 Um;Z; Ab1;itAgm_g%GWwPEm@I_Zg ___+|5%/_[_\UZm Tl:___U_}_|'__LC9NM 8 Im@____ __\l__IQ“?;mfi%yfl__mmUgwmwwg mmmumfi/6_m_Z_“_O_h~_(___5__OZ @@H5@@_O@O@@m_@@¥ Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) 48" Type 1 Precast Manhole WSDOT B-5.20-00 1' to 5' 6" 5"5"48" 2' to 5' 12" 4" min 24"18" to 3' 16" max 32 Shope Enterprises, Inc. 1618 East Main Avenue Puyallup, WA 98372-3142 1-800-422-7560 [Toll Free - WA only] www.shopeconcrete.com (253) 848-1551 Fax Line 1 (253) 845-0292 Fax Line 2 (253) 864-6172 Note: drawings not to scale Cone Reinforcing Minimum 0.120 square inches / linear foot Manhole Wall Reinforcing Minimum 0.120 square inches / linear foot Base Slab Reinforcing 0.15 square inches / linear foot in both directions Separated base slab 0.23 square inches / linear foot in both directions Hole or Knock Out Dimensions Conformity Standards ASTM C478 - 97 Manhole ASTM C443 rubber gasket joint ASTM D - 4101 polypropylene steps and ladders Washington State APWA / WSDOT Standard Options Available Prechanneled base Sealcon Gu lined base Specialized coatings Kor-N-Seal boots Maximum hole size is 36 inches 8 inches of minimum distance between holes 2 inch diameter lifting holes provided Cored holes available ! ! 23U -ANSI/AWWA C153/A2153 fil Mechanical Joint Compact Ductile Iron Fittings TYLER U N ION““':"‘*:““’*°:“ Quality Waterworks Products ‘:|DOMESTIC E NDN_DDMES.nc SUBMITTAL:C153 MECHANICAL JOINT PRODUCT SIZES: STANDARDS: MATERIAL: PRESSURE RATING: DEFLECTION: NSF-51 81 NSF372: ASPHALT COATING CEMENT LINING: EPOXY COATING: BARE FITTINGS: FASTNERS: INSTALLATION: [Current revisions for the noted Standards Hfifillfi 2”-54"(2”not included in ANSI/AWWA C153 standard] ANSIIAWWA C153/1121.53,NFPA13j'24,3”-15"UL ancl 3“-1o”FM listed 8.approved {File -Tvler Union} Cast of ASTM A535 qualified ductile iron.Date code is cast on and required for traceability. *Flanged fittings rated at 250 psi.Mechanical joints 2“—24"rated at 350 psi and 30“—45"at 250 psi. *Note:With rubber annular ring flange gasket,2“—24”Flanged fittings can be rated at 350 psi. Note:Wves over 12”are not pressure rated.Contact Tvler Union for rating in vour application. Joint deflection 5"max for 2"—12”and 3°max for 14”—48".Reduces by 50%at nominal pipe Si fitting diameters Meets all requirements including Annex G,Tvler Uniorfs Underwriters Laboratorv listing lvlH1E439. :Per ANSI,/AWWA C1041'A21.4 and ANSI/IAWWA C153,/A21.53. Per ANSI/AWWA C104/A21.4,with double cement lining available upon request. Fusion bonded epoxy per ANSI/'AWWA C116,/A21.16.Additional coatings available upon request. Available upon request. High strength low allov weathering steel per ANSI/AWWA C111/A2111 and ASTM A242 Install per AWWA C600fC551 using pipe conforming to ANSIXAWWA {I151/A2151 or AWWA C900/905. —-E L .31 2 _é "-‘:5 2 s ‘5t.‘0\~-“ 2‘_l:T 'F 0.?5 -- i<'1 o c A 0.12--l F x‘ NOMINAL IUINT DIMEN5IDN5 |N INCH E5 B-ULT5 A Dla B Hub Dia a Dia K3 Dia |Pip 2.51H epth 2 50 LAND 3 50 3-50 2.51 5.15 GLAND 5 55 0.55 0.35 0.30 5}5x3 '.C '.JDI .K".'.L NI T QW- D e D G GLAND GLAND 4 25 0 52 2 ass also .11..4.54 Ros s.1s 2.52 2.55 o.ss oféz o.§.§o.ss 3,24 am?523.5 II- I 4.50 2.50 5.52 5.02 4.50 2.50 5.05 5.12 0.50 0.25 0.35 0.34 2,15 3f4x3-1,l"2 -I5 5.50 2.50 5.02 5.12 2.00 5.50 11.05 11.12 0.53 0.55 0.43 0.35 3f4x3-122 0'1 OJ 5.05 2.50 10.12 10.22 5.15 11.25 13.31 13.32 0.55 1.00 0.45 0.35 225 2,33 3;’4x4 0'! 10 11.10 2.50 12.22 12.34 11.20 14.00 15.52 15.52 0.20 1.00 0.42 0.40 2,15 324104 12 13.20 2.50 14.32 14.44 13.30 15.25 12.55 12.55 0.23 1.00 0.45 0.42 223 3;’4x4 C0 14 15.30 3.50 15.40 15.54 15.44 15 .25 20.31 20.25 0.25 1.25 0.55 0.42 225 3;'4x4-1f 2 10 15 12.40 15 15.50 3.50 a.so 15.50 20.50 15.54 20.24 12.54 15.54 21.00 23.25 2__:-'_:_.§_s 11?-I.-5°0.05 1.§1 o.sa_0.50 324:4-1f 2 1? 24.53 24.25 1.00 1.35 0.55 0.54 101/a 325?:-1.72 12 20 21.50 3-50 22.20 22-54 21.24 25-50 22-05 22-00 1-02 1 -44 0-55 0.52 2f3 3f4x4-122 14 24 25.50 3.50 25.50 22.04 25.94 30.00 31.55 31.50 1.02 1.55 0.25 0.51 223 3f4x5 15 30 32.00 4.50 33.25 33.45 32.12 35.55 35.12 35.12 1.31 2.00 0.52 0.55 1-1,35 1x5 20 35 35.30 4.50 35.55 35.25 35.42 43.25 45.00 45.00 1.45 2.00 1.00 0.24 1-115 1115 24 42 44.50 43 50.50 4.50 4.50 45.25 52.05 45.55 52.25 44.52 50.92 50.52 52.50 53.12 50.00 53.12 50.00 1.45 1.45 2 .00 2.00 1.25 1.35 0.52 0.50 1-325 1-325 1-1_l'4x5-1;’2 1-12425-122 25 32 54 Available on Request Available on Re -nest 54 Available on Request Corona:1001 El Eamino Ave.I Corona,EA 92329 I (B55)522-B421 New Lenox:2200 West l'l5‘lI'El'tl New Lenox,IL 50451 Tyler:11910 ER 492 I Tvier,Texas 25205 I (500)522-5425 Portland:15520 N.Lombard St.I Port arid.0R 92203 Dallas:1201 Ave.S.5uite100 I Grande Prairie,TX 25050 Oxford:1500 Greenbrier Dear Road lAnniston,AL 35202 50 Annlston 1501 W 12""St I Anniston,AL 35201 I {E00}225—2501 Elmer 201 liienvon Ave I Elmer,New Jersev 03315 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) SIGMA... Qualitv —Service —~(..=:'.||n1nitment —Dclivcrccl. C153 DUCTILE IRON MECHANICAL JOINT FITTINGS I I I I H BASIC SPECIPlCAT.ICINS_I I I SIZES:'1"-54" |U|p,TER|A|_;I Ductile Iron ASTi'v'l A535,Glade 65-45-11,6D~¢iE—1D or }'D—5El-D5. |JRE§§URE;I 35!]PSI Water Working Pressure 2”-24*’. I 25D PSI Water Working Pressure 3D”-48”. I 15D PSI Water Working Pressure 54"-54". ‘[E5T||\|(;;I In accordance with ANSIIAWWA C153lA21.53. I In accordance with LIL -FM requirements. I All fittings are hvdrostaticallv tested in accordance with SIGMA Clualitv Management Stan- darcl. I All fittings are heat coded to ensure traceabilltv and verification of metallurgical properties in accordance with the prevailing standards and SIGMA Dualltv Management Standards. |_,AY|i'i,|t3 LENGTH;I Short bodv design --straight section of body deleted to provide a compact and lighter fitting without reducing strength or flow characteristics. I In accordance with AHSIIAWWA C153,lA21.53. |}E|=|_Ec'|'|flfl;Maximum allowable deflection for Ml Joint on a full length pipe is as mentioned below: 3“-4"=H Degrees E"=T Degrees E"-12"=5 Degrees 14"-4a"=s Degrees CEMENT |_|N||\|G;I Maximum Double cement lined in accordance with ANSIIAWWA C1D4,iA21.4. :'="!"“I""!"' {j[)j.'qT||\,|G;I Interior of fitting is seal coated iasphaltic material}in accordance with ANSI} AWWA C1D4_lA21.4 and hi5Fi51 approved. I Exterior of fitting is seal coated [asphaitic material}in accordance with ANSI) AWWA C153.ii‘i21.53 and NSFE1 approved. GA5|{ET5;I SEH in accordance with ANSIIAWWA C111fA21.11. I Also available in EPDM,NEH and ER. T.Bfl]_T5;I Low Allov corrosion resistant high strength steel in accordance with Al‘~.lSl,iAWWA E111,’ 1421.11. p,PPRQVA|_5;I 3“-15“Underwriters Laboratories listed and Factorv Mutual Approved. 5TA|'iJDAR|)5;I Certified to NSFE1 Standard including Annex G 3»E-7'2. I nnslinvvvva C153_iA21.53 for Compact Ductile iron Fittings 2”-Eli“for water and other lio- uids. ||'q,|5T_p‘|_|_,qT|(]|q|;I PerAH5l;'AWWA CEDD and C111 using DIP conforming to C15D,liZ151 and PVC pipe conform- ing ‘II!CEUDICEIDS. For sewer applications that reauire mandrel passage after installation,SIEMA recommends the end user check the fitting with the respective site mandrel BEFORE installing the fitting.SIGMA Corporation will NUT take responsibility for any back charges incurred due to the fitting not being checked with a mandrel prior to installation. Q -lune sins SIGMA Corp-oration 'w'vvvv.s I;|i"'ii:'L'.'.ITi rn n mania ___"®EC!) Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) 26 Mechanical Plugs 1.800.843.7584 | www.cherneind.com Inside-of-Pipe Gripper® plugEnd-of-Pipe Gripper® plug Always block plugs when conducting air tests. Cherne's Gripper plugs can be used in a variety of applications including DWV (drain, waste and vent) testing and stack testing. End-of-Pipe design won't fall in, whereas the Inside-of-Pipe design allows you to locate the plug inside the pipe as far as you need. Time tested, the Gripper® remains one of the most popular mechanical plugs on the market. Original Gripper® Plug Features: • Ideal for sewer testing and long-term applications • Made with glass-reinforced ABS plastic • End-of-pipe design seals only at the end of a pipe • Inside-of-pipe design seals inside pipe as far as needed Equipped with: • Easy to install extra large zinc wing nut – won't rust • Natural rubber o-ring • Galvanized carriage bolt to prevent corrosion Original Gripper® Part Number Nominal Size Range of Use MaximumBack Pressure Length Product Weight End-of-Pipe Gripper 270210 1 1/2" (40 mm) 1.48"-1.65" (39-42 mm) 17 psi (1,2 bar) 40 ft. (12 M) 1.75" (44.5 mm) 0.13 lbs (0.05 kg) 270229 2" (50 mm) 1.9"-2.17" (49-55 mm) 17 psi (1,2 bar) 40 ft. (12 M) 1.87" (47.5 mm) 0.19 lbs (0.09 kg) 270237 3" (75 mm) 2.8"-3.1" (71-79 mm) 17 psi (1,2 bar) 40 ft. (12 M) 2.5" (63.5 mm) 0.375 lbs (0.16 kg) 270245 4" (100 mm) 3.8"-4.06" (96-103 mm) 17 psi (1,2 bar) 40 ft. (12 M) 2.5" (63.5 mm) 0.5 lbs (0.23 kg) 270261 6" (150 mm) 5.77"-6.08" (147-154 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 2.5 lbs (1.14 kg) 270270 8" (200 mm) 7.7"-8.03" (196-204 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 3 lbs (1.37 kg) Inside-of-Pipe Gripper 270296 4" (100 mm) 3.8"-4.06" (96-103 mm) 17 psi (1,2 bar) 40 ft. (12 M) 2.5" (63.5 mm) .5 lbs (0.23 kg) 270253 6" (150 mm) 5.77"-6.08" (147-154 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 2.5 lbs (1.14 kg) 270288 8" (200 mm) 7.7"-8.03" (196-204 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 3 lbs (1.37 kg) TYTON JOINT“PIPE A l*~J‘:1l/.A"i-"W.-'i-"A.E-_!.A.ll lilif-i;lIi‘E ANSI.-‘AWWA C151i'A21.5.Ductile Iron Pipe,Centrifugally Cast for Water. Ductile Iron Tyton Joint Pipe is centrifugally cast in metal molds in accordance with ANSIJ AWWA C15liA2i .5. The asphaltic outside coating is in accordance with Al"lSllAWWAE15'|l'A2'|.5l. As specified in AN SIIAWWA Cl Si M21 .51,pipe weights have been calculated using standard barrel weights and weights of hells being produced. ANSIIAWWA C104.-‘A.21.4,Cement- Mortar Lining for Ductile-Iron Pipe and Fittings for Water. The cement-mortar lining and inside coating are in accordance with AHSIIAWWA ti [iii A214. Special linings andior coatings can he furnished for specific conditions AHSIIAWWA C11 1r'A21.1 1,Rubber- Gaslret Joints for Ductile-Iron Pressure Pipe and Fittings. Tyton Gaskets are fumished in accordance with AHSIIAWWA C1iliA2i.1l. AHSIJAWWA C1D5fA21.5,Polyethylene Encasement for Ductile Iron Pipe Systems. If specifiers and users believe that corrosive soils will be encountered where our products are to he installed,please refer to AlllSlr'AW‘WA £1051’All .5, for proper errtemal protection procedures. ASTM A746-D3 "Standard specification for Ductile Iron Gravity Sewer Pipe." ASTM A?1i5~Dfl "Standard Specification for Ductile Iron Culvert Pipe." ASTM A536 "Standard Specification for Ductile Iron Castings.“ Tyton Joint is U.S.Pipe’s trademark for pipe with a push-on type connection. Simplicity.sturdiness and watertightness are built into the system by design. Convincing proof of its worldwide acceptance is shown by the fact that more than 95%of the pipe now sold by U.5.Pipe is Tyton Joint. Tyton Joint Pipe is available in sizes 3"through 54".Sizes 3"through 42"are available in nominal 18-foot laying lengths.4"through SD“sizes,along with sizes 43"through 64",are available in nominal 2lIi~foot laying lengths. Tyton Joint Pipe in sizes 4"through 36"are UL listed,and sizes 4"through lo"are FM Approved. When Tyton Joint Pipe is used for bridge crossings or other above-ground installations.each length of pipe must be supported in a manner to restrict both vertical and horizontal movement. ATyton Gasket is the only accessory required when installing Tyton Joint Pipe.It is a circular rubber gasket that has a modified bulb shape in cross section.Gaskets are furnished in accordance with ANSIIAWWA C11 if A21.1.Composition and dimensions of the gasket have been carefuliy engineered to ensure a watertight and lasting seal.The standard Tyton Gasket is manufactured of 5BR —-styrene butadiene rubber.Gaskets of special elastorners may be ordered for special applications.The gasket contour and bell socket contour ensure that the gasket will remain seated during proper assembly of the pipe.Whenjoint restraint is required for push—on joint pipe, two options are available from U.S.Pipe.For joint restraint of 4"through 24", Field Lok 350 Gaskets may be used.Field Lok 350 Gaskets are rated for 350 psi in sizes 4"through 24".In addition,for 4"through 36"sizes,TR Flex Pipe and Fittings may be used,and for 30"through 64"sizes,HP Lok Pipe and Fittings may be used.TP.Flex Pipe and Fittings are rated for working pressures for 350 psi in 4"through 24"sizes,2513 psi in sizes 3D"through 36".For HP Lok Pipe and Fittings,the working pressure is 350 psi for 30"through 64“.For higher pressure applications contact your U.S.Pipe representative.Complete details on Field Lok 35D Gaskets,TR Flerc Pipe and Fittings,and HP Lok Pipe and Fittings can be found on our website.www.uspipe.com. NOTE:U.S.Pipe qualifies for Federal Procurement under Public Law hlo.94-581],HDTE:Each of the following is a nationally recognized standards organization: Section 6002,known as the Resource Recovery Act of 19?-o,since,due to American National Standards institute {ANSI},American Waterworks modem technology,recycled iron and steel scrap are used to a large degree in Association {AWWAL American Society for Testing and Materials |[ASTlv'l}, our Ductile iron Pipe production. The piain end of the pipe is furnished beveled or with a quarter eliipse on the Ni"5i°“Pl 5‘=""l'Ptl°"FP“"dPFiP"["551 FPHPFY MU“-‘Pl (ml edge to allow assembly.More than no years of successful errperience have proved its sealing capabilities.Hydrostatic tests have shown that the system will withstand pressures far in excess of rated pressures. Underwriters Laboratories {UL},National Fire Protection Association {l~lFPA], U.5.Pipe A Forrerro Eorrrpony 2 —WEE Pewter ""'5'""E55 THICKNESS oursiocoiiuiicrcii B"“"EL'”EIG"T PE“WEIGHT PER LENGTH wcisiir PIER LENGTH5'15 crass root La-I-LI-I LU TYTON JOINT“PIPE 54 0.34 55 0.32 56 0.40 3.96 3.96 3.96 "1.-3 "2.3 I8-F001 LAYING LENGTH 20-F0iI.'iT LA‘i’|i»iiL~.Ll;i~ioTH 220 "3.2 240 255 J5-hr -Iii.-'-lb -I5 -lb 51 0.26 4.30 52 0.29 53 .422 1 4-4 54 0.35 4.3I 55 0.33 56 0.41 .4-‘-‘.4’::P''-'-Eil3'll-2i_ii_ll_I'i_il'I_J "1.3 '2.e _23 's.0 "-5.1 'z.s 225 235 235 260 230 300 320 200 33.3 310 sso 355 U'i-C25-C2\C2'1C2’\C2"1 C21- 50 0.25 5 1 0.23 52 0.31 53 0.34 54 0.32 55 0.40 6.9I 56 0.43 6.90 6.9I P253‘‘-Q"-Q i_i1_i-r_rr_i-r_i-=i_i 6.0 6.91 21 "6.0 '2.3 "9.6 .4 23.2 25.0 26.2 305 335 320 400 435 465 335 320 410 445 430 515 495 550 W. DD oooooooooo so 0.22 0.05 s1 i0;3L 0.05 s2 _0.53 __0.05 ss oars 0.05 0.05 0.05 54 0.39 9.05 22.3 i 2!-iii 22.2 30.1 32.5 34.3 32.2 430 425 425 525 520 560 525 620 605 620 650 220 690 265 DDDDDDD i i fl F F F 55 0.42 56 0.45 5°are 1 51 0.32 '‘. 52 0.35 "". 53 0.33 "". 54 0.41 ‘". 55 0.44 "". 56 0.42 "".T 1—|.l.—|.-—l| 11:!11:!11:!11:!1:!I3 NOTE:Thicknesses and dimensions of 3"through 64"ductile iron ‘Tolerance of 0.0.of spigot end:3-12 in.,10.06 in.,:14-24 in pipe conform to AN5ii'AW'iAlA Cl 512A21.5l .Weights may vary from +0.05 in.,-0.03 in.;30-43 in.,+0.03 in.,-0.06 in.;54-64 in , 30.1 33 36.2 39.2 42 1 45.1 43.0 the standard because of differences in bell weights.+0.04 in.,-0.10 in. “Including bell;calculated weight of pipe rounded off to nearest 5 lbs. 520 625 630 230 235 340 390 Table continued on next page P U.5.Pipe A Foiterro -Cornpony 52.‘? 690 rso 010 azo 030 000 _"-mi P0005 SIZE THICITN ESS BARREL WEIGHT PER 12. .1? ‘I2 12 12. 12 12 TYTON JOINT“PIPE THICKNESS UUTSIDE DIAMETER WEIGHT FER LENGTH WEIGHT PER LENGTHCLAS5FO0T 50 0.31 "3.20 51 0.34 "3.20 52 0.32 "3.20 53 0.40 "3.20 54 0.43 "3.20 55 0.46 "3.20 56 0.49 "3.20 33.4 42.0 45.6 49.2 52.3 56.3 59.9 is-soor tnviivo LENGTH so-roor La-rii-10 ceiierii 225 S00 290 355 920 935 1 045 1 1 10 325 945 "015 "090 "160 "230 I -P-PiF F‘-Pi F -I1 .1-=I.i=Iai 50 _0.33 "5.30 51 0.36 "5.30 52 0.39 "5.30 53 0.42 "5.30 54 0.45 "5.30 ss 0.43 __-s.so 56 0.51 "5.30 42.5 51 .2 55.9 60.1 64.2 63.4 22.5 910 935 "060 "135 "210 "235 -aso "005 "090 "120 "255 "340 "420 i"-'E=§i:is"i 16 16 16 16 16 16- ,16. 50 0.34 "2.40 51 0.32 "2.40 52 0.40 ‘2.40 53 0.43 "2.40 54 0.46 "2.40 55 0.49 "2.40 so 0.52 -2.40 55.3 60.6 65.4 20.1 24.9 29.2 34.4 -oss -150 -240 -525 -41 0 -405 -sao -1 rs -225 -520 -405 "560 ".43?-250 1. 1 1 1 11 1 |.|-so D015-9% 13 50 0.35 "9.50 51 0.33 "9.50 52 0.41 "9.50 53 _0.44 "9.50 54 0.42 "9.50 55 0.50 "9.50 S6 0.53 "9.50 64.4 69.3 25.2 30.6 36.0 91 .3 96.2 "225 "325 "420 "520 "615 "210 "305 "355 "465 "520 "630 "235 "395 2000 Table continued on next page.It NDTE:Thicknesses and dimensions of 3"through 64"ductile iron pipe “Tolerance of 0.0.of spigot end:3-1 2 in.,:i:0.06 in.;14-24 in.+0.05 conform to ANSIIAWWA C151.iA21.51.Weights may vary from the in.,-0.00 in.;30-43 in.,+0.08 in.,-0.06 in.;54-64 in.+0.04 in.,-0.10 in. 514I'l94"?I P493959 PTPITTETEPPE5 I"PPII W9I9I“-5-hlncluding bell;calculated weight of pipe rounded off to nearest 5 lbs. To learn more visit our website at www.uspipe.con-1 SUGGESTED SPECIFICATION FUR PROTECTO 401 INTERIOR LINING FOR DUCTILE IRON PIPE AND FITTINGS I.Bondition of Ductile Iron Prior to Surface Preparation All Ductile Iron pipe and fittings shall be delivered to the application facility without asphalt,cement lining,or any other lining on the interior surface.Because complete removal of old linings may not be possible,the intent of this specification is that the entire interior of the Ductile Iron pipe and fittings shall not have been lined with any substance prior to the application of the specified lining material and no coating shall have been applied to the first six inches of the exterior of the spigot ends. ll.Lining Material The standard of quality is PHDTEBTU 401 Ceramic Epoxy.The material shall be an amine cured novalac epoxy containing at least 20%by volume of ceramic quartz pigment.llny request for substitution must be accompanied by a successful history of lining pipe and fittings for sewer service,a test report verifying the following properties and a ceititication of the test results. II.A permeability rating of 0.00 when tested according to the procedure described in Method it of ASTME 95. Procedure A with a test duration of 30 days. B.The following tests must be run on coupons from factory-lined Ductile Iron pipe. 1.ASTM B 117 Salt Spray {scribed panel} Results to equal [ll]undercutting after lwo years. 2.llSTli1 E 95 Cathodic [lisbontlment {l.5 volts at 77°F) Results to equal no more than D5 mm undercutting alter 3D days. 3.Immersion Testing Hated using ASTM D ?14. a.20%Sulfuric llcid llo effect atler two years. b.l4l]°F 25%Sodium Hydroxide lllo effect after two years. c.lE[l“F Distilled Water [scribed panel} lilo effect after two years. d.l2[l“F Tap Water [scribed panell l'.l.[l undercutting alter two years with no effect. B.Abrasion Resistance Less than .D?5 mm [3 mils)loss alter one million cycles on a :22.5“sliding aggregate slurry abrasion tester using a sharp natural siliceous gravel with a particle size between 2 mm and 10 mm [European Standandard Sll598l. Ti‘?FLEJF‘-'&Ffftfl {UK .5'5tF‘are Registered Trademarks of U..S'.Pipe and Foundry Company. U.S.PIPE PHIJTEGTD 401 liilll-‘ifll'33-3W SUGGESTED SPECIFICATION FOR PROTECTO 401 INTERIOR LINING FOR DUCTILE IRON PIPE AND FITTINGS tcour.) IH.Apphcafion A.Applicator The lining shalt be applied by a certified firm with a successful history of applying linings to the interior of Ductile Iron pipe and fittings. B.Surface Preparation Prior to abrasive blasting,the entire area to receive the protective compound shall be inspected for oil,grease,etc.Any areas where oil or grease is present,or any substance which can be removed by solvent,shall be solvent cleaned to remove these substances.After the surface has been made free of grease,oil or other substances,all areas to receive the protective compounds shall be abrasive blasted using compressed air nozzles with sand or grit abrasive material-The entire surface to be lined shall be struck with the blast media so that all rust,loose oxides,etc.,are removed from the surface.Only slight stains and tightly adhering oxide may be left on the surface.Any area where rust reappears before lining must be reblastetl. C.lining After surface preparation.the interior of the pipe shall receive AD mils nominal dry film thickness of PFIDTECTD 401. Np lining shall be applied when the substrate or ambient temperature is below 1-’i[l"‘F.The surface also must be dry and dust free-If flange pipe or fittings are included in the project,the lining shall not be used on the face of the flange. D.Coating of Bell Sockets and Spigot Ends Due to the tolerances involved.bell interior and spigot exterior up to E»inches baclr from the end of the spigot end must be coated with B mils nominal,ill mils maximum PRDTECTO Joint Compound.The Joint Compound shall be applied by brush to ensure coverage.Care should be talren that the Joint Compound is smooth without excess buildup in the gasiret seat or on the spigot ends.Coating of the gasket seat and spigot ends shall be done after the application of the linings. E.Number of Coats The numberof coats of lining material applied shall be as recommended by the lining manufacturer.However,in no case shall this material be applied above the dry thiclrness per coat recommended by the lining manufacturer in printed literature. The maximum or minimum time between coats shall be that time recommended by the lining material manufacturer. No material shall be used for lining which is not indefinitely recoatable with itself without roughening of the surface. F.Touch-Up Er Repair PROTECTO lolnt Compound shall be used for touch-up or repair in accordance with manufacturers recommendations. Ti?FLEX”zfl FiEtl.'Il ttiif 350 are Registered Trademarirs oi U 5'Pipe and Foundry Company U.5.PIPE PHDTEGTI]4[I1 if "-ll5£lI'~1'I 39'? SUGGESTED SPECIFICATION FOR PROTECTO 401 INTERIOR LINING FOR DUCTILE IRON PIPE AND FITTINGS room.) G.High Pressure Cleaning Guidelines for Pressure Cleaning the Internal Diameter of Ductile Iron Pipe The Ductile iron Pipe Research Association land its Member Companies},Federal Signal Corporation land its subsidiaries llactor,Elgin,Guzzler,letstream Er Ravel,and lnduron Coatings inc.participated in a pressure cleaning research program that was conducted by the Missouri University of Science and Technology —High Pressure Waterjet Laboratory. The test program included asphaltic seal coated cement-mortar lined and Proteeto tltll lined Ductile Iron pipe which resulted in guidelines for the pressure cleaning of the inside diameters of Ductile Iron pipe.Through a collaborative effort with the organizations above and the City of Moline,Illinois.field tests were conducted and the guidelines verified as effective and safe for cement-mortar and Protecto rllll lined ductile iron pipe. Guidelines are as follows: l.‘he nozze shall be configured with fan jets only {no round ietsl. 2.The fan jets should be oriented at a maximum angle of 30 degrees to the pipe wall. 3."he nozz e shall be a minimum of2 inches standoff from the pipe surface. 4.The nozz e assembly shall be self-rotating and incorporate a rotational control mechanism -target speed of 30 rpm. 5.“he water pressure at the nozzles shall be no more than 2,50!)psi- E.The nozzle assembly shall have non-abrasive wheels andior LIHMW luttraehigli molecular weight]polyethylene sliids positioned so that at no time does the nozzle assembly contact the lining of the pipe. 'i'.The nozzle assembly shall continually move when pressure washing with no hesitation in the pipe. B.All hose couplings,hoses,etc.shall be smooth so as to facilitate movement across the pipe joints without creating damage to the lining. Pipe diameters of 2rl-inch and larger may require additional passes for effective cleaning. Vector Blue Twister Nozzle (or equal)and appropriate assembly Although research shows no significant damage in testing.the decision to pressure wash,if made by the customer,engineer. or installer,may present some risli of damage to the Protecto dill. Any such rislr is dependent on water pressure,speed,jet design and angle to the lining,distance of the jet from the lining, type of lining,and other factors.DIPF-tA does not warrant or guarantee the result or assume any risii associated with pressure washing. TR FLIEJP-'zfl FiEtl.'Ii ttiif .5'5tF‘are Registered Trademariis oi f.f..S'.Pipe and Foundry Company. U.S.PIPE PROTECTO 401 flilfl-‘-'ifll'33-Elli? SUGGESTED SPECIFICATION FOR PROTECTO 401 INTERIOR LINING FOR DUCTILE IRON PIPE AND FITTINGS (cont) Ill.Inspection And Certification A.Inspection I.All Ductile Iron pipe and fitting linings shall be checked forthiciiness using a magnetic film thickness gauge. The thicliness testing shall be done using the method outlined in SSPB PA-2 Film Thickness Rating. 2.The interior lining of all pipe and barrels and fittings shall be tested for pinholes with a nondestructive 2,50tl volt test. Any defects found shall be repaired prior to shipment. 3.Each pipe joint and fitting shall be marked with the date of application of the lining system along with its numerical sequence of application on that date and records maintained by the applicator of his work. B.Certification The pipe or fitting manufacturer must supply a certificate attesting to the fact that the applicator met the requirements of this specification and that the material used was as specified. C.Handhng PROTECTO dill Lined Pipe and Fittings must be handled only from the outside of the pipe and fittings.No forks.chains, straps,hooks.etc.shall be placed inside the pipe and fittings for lifting,positioning or laying. U.S.PIPE PROTECTO 401 ti5‘f|3fll'Tr3-Nil Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) 899 1 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F 1336 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. 3.0 Injection Molded Fittings are produced in sizes 4" through 12" diameter. Fabricated Fittings are produced in sizes 4" through 27" diameter. A 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 resistance chart for suitability. 5.0 Marking. GPK fittings shall be marked with applicable size, "PVC", company name or logo, PSM and the ASTM specification number (D 3034, F 1336 or F 679). The fittings and/or packaging shall include the manufacturer's date and shift code. 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 1/2% of base ID as shown in Table XI.I 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 between the fitting and trench wall. A cushion of approved material up to a minimum of 12" over the fittings and between the trench walls shall be applied in accordance with the engineers' specifications. 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 at the property line and should be laid in straight alignment and uniform slope of not less than 1/4" per foot for 4" nominal pipe and 1/8" per foot for 6" pipe. Where collection sewers are deeper than 7 feet a vertical standpipe of 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 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 prevent the newly backfilled trench from becoming a "French Drain." Before backfilling 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 compaction. Tamping should be done in 4" layers and continued in this manner all the way up to 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. We warranty our products to be free of manufacturer's defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. SDR 35 / PS46 FITTING SPECIFICATIONS 2 899 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 sizes 4" through 12" diameter. Fabricated fittings are produced in sizes 4" through 27" diameter. 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 or12364 as defined in ASTM D 1784. 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. Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4" - 5" 150 Ft-Lbs 6" - 8" 210 Ft-Lbs 10" - 27" 220 Ft-Lbs Impact Resistance:Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb. Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4" 50 Ft-Lbs 6" - 8" 75 Ft-Lbs 10"-12" 90 FT-Lbs Pipe Stiffness: Extruded components are tested in accordance with ASTM D 2421. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679 of 46 psi. 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 + 10 minutes deflected @ 10.8 psi. Vacuum: 10 minutes @ 22" Hg + 10 minutes deflected @ 22" Hg. 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 F1336 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 @ 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 surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches surface area which can be bonded to pipe. GPK does not recommend gasket skirts where air tests are required. GPK FITTING SUBMITTAL SHEET GSeries Our branch intersections are reinforced against stress and breakage to a degree never before available in a PVC sewer fitting. This means the weakest point of competitors’ fittings is just another strong point in Plastic Trends’ fittings. Form #0280 Rev. 2/06See available configurations on the opposite side of this sheet. FITT I NGS Science • Technology • InnovationSTI SDR 35 PVC STI™ Gasketed Sewer Fittings Injection Molded in Sizes 4” – 12” (Fabricated sizes 15” - 36” are available) Features • 4” - 6” reducing branches on 8”, 10” and 12” fittings have a minimum wall thickness of SDR 18. • Extended Pre-Alignment Entrance. • PVC One-Piece Injection Molded. • High Performance Gasket. • Generously Blended Branch Intersections. • Square Pipe Stop. • Specially Formed Raceway. • Heavy Duty Support at Branch Intersections. • Rounded Edges to Minimize Stress Points. Applications STI™ Gasketed Sewer fittings are intended for non-pressure drainage of sewage and surface water. The Next Generation STI™ fittings are the next generation of strength and quality in gasketed sewer fittings. They combine the latest in research and development, optimizing the best of today’s Science, Technology and Innovation. Triple Certification Listing STI™ fittings are the only fittings in the industry with triple certification listing. They are third party tested and listed by NSF, UPC and CSA to meet specifications defined in ASTM D 3034, ASTM F 1336 and CSA B182.2, where applicable. New Features A one-piece integral bell and an extended pre-alignment entrance aids in proper alignment of pipe and fittings. In addition to scientifically formulated resins, square pipe stops resist pipe push-through while extra heavy support is provided under the pipe stop at branch intersections for added strength. Setting The Standard As the only manufacturer to offer a complete new line of innovative gasketed tooling, Plastic Trends sets the standard for PVC fittings produced in the industry. STI™ gasketed sewer fittings represent the latest evolution in PTI’s continuous effort to offer the most technologically advanced fittings available. If you specify, distribute or install gasketed sewer fittings, demand the most advanced fittings available, STI™. Plastic Trends supplies the only fittings with Triple Certification listing GSeries TEE GxGxG TEE GxSxG TEE W/DWV BRANCH GxGxDWV H SANITARY TEE GxGxG SANITARY TEE GxSxG WYE GxGxG WYE GxSxG WYE W/DWV BRANCH GxGxDWV H COMBO WYE & 1/8 BEND GxGxG DOUBLE WYE GxGxGxG DOUBLE WYE GxSxGxG 2-WAY CLEANOUT GxGxG 2-WAY CLEANOUT (DWV) G x G x DWV G CAP G SPIGOT PLUG S TEMPORARY PLUG S REPAIR COUPLING GxG STOP COUPLING GxG CONCENTRIC INC. COUPLING GxG ECCENTRIC INC. COUPLING GxG CONCENTRIC INC. BUSHING SxG ECCENTRIC INC. BUSHING SxG ADAPTER SWR S x DWV G DWV ADAPTER SLEEVE DWV S x SWR G RISER ADAPTER SxS DWV ADAPTER SWR G x DWV G ADAPTER SWR S x SWR G ADAPTER SWR H x SWR G SW ADAPTER SWR S x DWV G DWV ADAPTER SWR S x DWV H DWV ADAPTER SWR H x DWV G ADAPTER SWR S x SWR H 1/4 BEND GxG 1/4 BEND GxS 1/4 BEND LONG GxG 1/4 BEND LONG GxS 1/8 BEND GxG 1/8 BEND GxS 1/16 BEND GxG 1/16 BEND GxS Plastic Trends, Inc. 56400 Mound Road Shelby Twp., MI 48316 586.781.2700 • 800.232.5690 Fax: 586.781.0888 www.plastictrends.com SDR 35 PVC STI™ Gasketed Sewer Fittings Injection Molded in Sizes 4” – 12” Fabricated in Sizes 15” – 36” For additional configurations, list prices and dimensional drawings visit www.plastictrends.com Configurations Available IN-LINE BACKWATER VALVE GxG TERMINAL BACKWATER VALVE GxG Short Form Specifications 4” through 12” injection molded gasketed SDR 35 sewer fittings shall be manufactured in accordance with ASTM D 3034, ASTM F1336, and CSA B182.2. They shall be injection molded from virgin PVC compound having a cell classification of 12454 or 13343 in accordance with, and certified by the National Sanitation Foundation (NSF), to meet ASTM D 1784. Gaskets shall be manufactured in accordance with ASTM F 477 or ASTM F 913. Gaskets shall be firmly seated in fitting in order to ensure proper installation and to prevent dislocation or misalignment during system assembly. Gasket joints must comply with ASTM D 3212 Internal Pressure Test (exfiltration) and Vacuum Test (infiltration) at 5 degrees of gasket joint deflection. Where available, reducing branches on injection molded 8”, 10”, and 12” tees, wyes, and tee-wyes shall be minimum DR18 wall thickness in the reducing branch body and reducing branch hub below the gasket race. Gasketed SDR 35 sewer fittings shall be certified by the National Sanitation Foundation (NSF) and, in applicable configurations, by the International Association Of Plumbing And Municipal Officials (IAPMO) to meet ASTM D 3034, and by the Canadian Standards Association (CSA) to meet CSA B182.2. Triple Certified Listing PIPE SIZE (IN) AVERAGE O.D. (IN) NOM. I.D. (IN) MIN. T. (IN) MIN. E (IN) APPROX. D9 (IN) APPROX. WEIGHT (LBS/FT) SDR 35 (PS46) ASTM D3034 4 4.215 3.975 0.120 3.50 4.695 1.05 6 6.275 5.915 0.180 4.25 6.995 2.36 8 8.400 7.920 0.240 4.75 9.360 4.24 10 10.500 9.900 0.300 6.00 11.700 6.64 12 12.500 11.780 0.360 6.25 13.940 9.50 15 15.300 14.426 0.437 7.25 17.048 14.19 SDR 26 (PS115) ASTM D3034 4 4.215 3.891 0.162 3.50 4.863 1.40 6 6.275 5.793 0.241 4.25 7.239 3.11 8 8.400 7.754 0.323 4.75 9.692 5.63 10 10.500 9.692 0.404 6.00 12.116 8.84 12 12.500 11.538 0.481 6.25 14.424 12.56 15 15.300 14.124 0.588 7.25 17.652 18.90 PS46, ASTM F679 18 18.701 17.629 0.499 8.00 20.845 21.43 21 22.047 20.783 0.588 9.50 24.575 29.88 24 24.803 23.381 0.661 9.60 27.647 38.96 27 27.953 26.351 0.745 10.10 31.157 49.47 30 CIOD 32.000 30.194 0.853 16.75 35.612 64.18 36 CIOD 38.300 36.042 1.021 19.02 42.816 93.00 42 CIOD 44.500 41.948 1.187 22.43 49.604 — 48 CIOD 50.800 47.888 1.355 24.78 56.624 — PS115, ASTM F679 18 18.701 17.261 0.671 8.00 21.581 28.49 21 22.047 20.349 0.791 9.50 25.443 — 24 24.803 22.891 0.889 9.60 28.627 — 27 27.953 25.799 1.002 10.10 32.261 — 30 CIOD 32.000 29.070 1.148 16.75 36.348 — 36 CIOD 38.300 35.464 1.373 19.02 45.438 — 42 CIOD 44.500 41.072 1.596 22.43 51.356 — 48 CIOD 50.800 46.886 1.822 24.78 58.628 — SUBMITTAL AND DATA SHEET GRAVITY SEWER DR 35 Pipe Conforms to ASTM D 3084 and ASTM D 1784,cell class 1 2454 or 12364 Gasket conforms to ASTM F 4'77 -Standard color of pipe is green -Product manufactured with one integral gasketed bell standard per iength -Pipe is produced in 14-foot andfor 2U—foot laying lengths -{J3 Gasketed Sewer PVC “e""‘“g*“*lo ........._Aatl-tore -Each spigot end is beveled to facilitate assembly and reference marked to indicate proper insertion depth Part Number Trade Size Length (feet) Dimensions (inchea)Minimum Approximate Standard Crate 0.0. (ave) l.D.Wall Weight Per Quantity (approx)(inches)100 (lbs)(feet) 304001 4G 8040020G 4 14 20 4.215 3.96 0.120 10? 1,176 1,580 8060014G 3060020G 8 14 20 E-.2?5 5.80 0.180 244 480 700 308001 4G 308002003 8 14 | 20 8.400 7.80 0.240 445 280 400 8010001413 10 14 1 0.500 0.88 0.800 890 168 3012001-4G 12 14 12.500 11.374 0.360 1 .003 112 3015001-4G 15 14 15.300 14.3‘?0.43‘?1,491 84 www.heritagepiastics.com I-810W Sewer Pipe D3034 Gasketed Data Sheet (1 1 18] Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) Product Standard: Pipe Compound: Gasket: Integral Bell Joint: Pipe Stiffness: Pipe Length: Installation: ASTM 3034 (4”–15”) ASTM F679 (18”–48”) ASTM D1784 Cells Class 12454 or 12364 ASTM F477 ASTM D3212 ASTM D2412 F/Y = 46 PSI or 115 PSI 14 or 20 feet laying length ASTM D 2321 JM Eagle™ Installation Guide I.D. : Inside Dameter O.D. : Outside Diameter T. : Wall Thickness D9 : Bell Outside Diameter E : Distance between Assembly Mark to the end of spigot. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) northern pipe productsGasketed Sewer Pipe May-2015 | 1302 39th St NW, Fargo, ND 58102 | 701-282-7655 | 800-747-7655 | Fax: 701-282-2887 www.northernpipe.com u PVC GRAVITY SEWER PIPE | Gasketed Pipe Specifications Northern Pipe Products PVC Gasketed Sewer Pipe 4” through 15” meets all dimensional and physical specifications of ASTM D-3034. 18” through 24” sewer pipe meets all dimensional and physical specifications of ASTM F-679. 4” through 24” SDR-35 sewer pipe products are available with the CSA (Canadian Standards Association) mark of acceptance. All Gasketed Sewer Pipe is manufactured to laying lengths. u ASTM D-3034 | Gasketed Sewer Pipe NOMINAL PIPE SIZE (IN.) PIPE OUTSIDE DIAMETER (IN.) SDR-35 SDR-26 MINIMUM WALL (IN.) POUNDS PER FOOT MINIMUM WALL (IN.) POUNDS PER FOOT 14’ LENGTH 20’ LENGTH 14’ LENGTH 20’ LENGTH 4”4.215".120"1.04 lbs.1.03 lbs..162"1.38 lbs.1.36 lbs. 6”6.275".180"2.32 lbs.2.30 lbs..241"3.08 lbs.3.06 lbs. 8”8.400".240"4.18 lbs.4.13 lbs..323"5.57 lbs.5.50 lbs. 10”10.500".300"6.55 lbs.6.46 lbs..404"8.74 lbs.8.64 lbs. 12”12.500".360"9.36 lbs.9.22 lbs..481"12.41 lbs.12.28 lbs. 15”15.300".437"13.97 lbs.13.75 lbs..588"18.65 lbs.18.40 lbs. Note: 4” and 6” diameter SDR-28 with the Canadian Standards Association mark of acceptance is available on special order. u ASTM F-679 | Gasketed Sewer Pipe NOMINAL PIPE SIZE (IN.) PIPE OUTSIDE DIAMETER (IN.) SDR-35 (PS 46)SDR-26 (PS 115) MINIMUM WALL (IN.) POUNDS PER FOOT MINIMUM WALL (IN.) POUNDS PER FOOT 14’ LENGTH 20’ LENGTH 14’ LENGTH 20’ LENGTH 18"18.701".536"21.03 lbs.20.70 lbs..720"27.90 lbs.27.51 lbs. 21"22.047".632" 29.62 lbs.N/A .849"39.40 lbs.N/A 24"24.803".711"37.40 lbs.N/A .954"49.80 lbs.N/A northern pipe productsGasketed Sewer Pipe May-2015 | 1302 39th St NW, Fargo, ND 58102 | 701-282-7655 | 800-747-7655 | Fax: 701-282-2887 www.northernpipe.com u PVC GRAVITY SEWER PIPE | Gasketed Joint Specifications Northern Pipe Products PVC Gasketed Sewer Pipe is manufactured with gasketed joints conforming to ASTM D-3212. The rubber gaskets are manufactured to conform to the requirements of ASTM F-477 (Standard Specification for Elastomeric Seals for Joining Plastic Pipe). Northern Pipe Products employs the Rieber Gasket System. The Rieber joining system is a factory made “locked-in” flexible elastomeric seal. The gasket is installed in the bell race during manufacture of the joint. It should not be removed for any reason, destruction of the joint occurs. u LOCKED-IN GASKET JOINT NOMINAL PIPE SIZE (IN.) DIMENSIONS (IN.) (A) GASKET GROOVE (RACE) OUTSIDE DIAMETER (B) LIP LENGTH (C) GASKET GROOVE (RACE) LENGTH (D) OVERALL JOINT (E) SPIGOT INSERTION DEPTH 4"5.300"1.000".750"4.000"3.000" 6"7.500"1.250".875"4.250"3.250" 8"10.000"1.500".875"5.625"4.625" 10"12.350"1.500"1.000"6.250"5.250" 12"14.500"1.500"1.125"6.375"6.375" 15"17.500"1.750"1.400"7.000"6.000" 18"21.125"2.000"1.500"7.500"6.500" 21"24.750"3.000"1.725"10.000"9.000" 24"27.750"3.000"1.900"10.000"9.000" A. Gasket Groove (Race) Outside Diameter B. Lip Length C. Gasket Groove (Race) Length D. Overall Joint E. Spigot Insertion Depth B C D E A Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) IPEX USA LLC 3 Place du Commerce, Suite101, Île-des-Soeurs, Verdun, PQ, Canada H3E 1H7  (514) 769-2200  (800) 363-2620 FAX (514) 769-1672 www.ipexamerica.com GASKETED SEWER PIPE1 LETTER OF COMPLIANCE Scope: This letter of compliance covers the requirements for PVC Ring-Tite SDR28 and SDR35 Gasketed Sewer Pipe. These products meet or exceed performance standards set by the American Society for Testing and Materials (ASTM), the Bureau de normalization du Quebec (BNQ), and the CSA International (CSA). Ring-Tite Gasketed Sewer Pipes are suitable for conveyance of industrial, sanitary and storm-water sewage and is available in the following sizes: SDR28 4”, 5” and 6” (100 mm, 125 mm & 150 mm) SDR35 4” through 42” (100 mm – 1050 mm) SDR41 8” through 48” (200 mm – 1200 mm) Material: PVC Poly(Vinyl Chloride) used in the manufacturing of Ring-Tite Gasketed Sewer Pipe complies with ASTM D 1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds, having a cell classification of 12454 or 12364. Gasket materials used in the manufacturing of Ring-Tite Gasketed Sewer Pipe complies with the following requirements: ASTM F 477 “Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe” for low-head applications or, ASTM F 913 “Standard Specification for Thermoplastic Elastomeric Seals (Gaskets) for Joining Plastic Pipe” Extruded Pipe: Extruded Ring-Tite Gasketed Sewer Pipe conform to the following standards: ASTM D 2412 “Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading” ASTM D 3034 “Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings” ASTM D 3212 “Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals” ASTM F 679 “Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings” BNQ NQ 3624-60 “Plastic Pipe – Load Deflection Test” BNQ NQ 3624-130 “Piping – PVC Plastic Rigid Pipe and Fittings, 150 mm in Diameter or Smaller for Underground Sewage Application” 1 Products are manufactured by IPEX Inc. and/or IPEX USA LLC. Page 2/.. Ring-Tite Gasketed Sewer Pipe IPEX USA LLC 3 Place du Commerce, Suite101, Île-des-Soeurs, Verdun, PQ, Canada H3E 1H7  (514) 769-2200  (800) 363-2620 FAX (514) 769-1672 www.ipexamerica.com BNQ NQ 3624-135 “Unplasticized Polyvinyl Chloride (PVC) Pipe and Fittings, 200 mm in Diameter or Larger, for Underground Sewage and Soil Drainage” CSA B182.2 “PVC Sewer Pipe and Fittings (PSM Type)” Lubricant: All Ring-Tite Gasketed Sewer Pipe must be assembled using PVC pipe lubricant. Markings: Ring-Tite Gasketed Sewer Pipes are marked as prescribed in the above applicable standards to indicate size of the pipe, material designation, compliance to standard, and manufacturer’s name or trademark. Color Coding: Ring-Tite Gasketed Sewer Pipe is color-coded green for SDR35 and white for SDR28 & SDR41. Yours truly, Frank Yorio Senior Vice President, Operations Issue Date: 2011-11-09 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) THELLEBURG PIPE SEALS Most widely used flexible connector in sanitary sewer applications throughout the world Easy-to-Install Meets the specifications of ASTM C923 PATENT Patented Waveband tech- nology creates a more effective seal by con- centrating the com- pressive force of the expan- sion band.The rubber is "captured"between the band and the concrete. ORDERING INFORMATION Kor-N-Seal I:106/406 Series Pipe-to-Manhole Con- nector. The106Seriesconnectoris8incheslong,the406Series connector is 6 inches long.The number following the hyphen in our model numbers is the required hole size. l®l RECOMMENDED TORQUE VALUES Connectors with 8"hole size and smaller:Steel Wedge -1/2"Socket Wrench -8 ft.lbs. Connectors with 10-20"hole sizes: Ex Series -1/2 "Socket Wrench -12 -20 ft.lbs. Steel Wedge -1/'2"Socket Wrench -12 ft.lbs. Preset torque limiters are available. Contact Customer Service at 1-800-626- 218O for more information. FOR LARGER PIPE SIZES REFER TO KOR-N-SEAL ll SERIES CONNECTORS 206 Series -For pipe sizes 15"-51"in diameter. Larger sizes available-contact Customer Service. 306 Series -To fit larger pipe into smaller diameter manholes. 506 Series -Designed specifically for stormwater applications USING CORRUGATED PIPE Adapters are required when using Corrugated Pipe. Refer to the Corrugated Pipe Adapter Data Sheet for details. WEDGE STYLE CONNECTORS EX SERIES PLASTIC OR STAINLESS STEEL Installation requires a 1/2"socket wrench fit preset torque limiter. .1.5fl--1-.BO ‘Y5-IOGZ-TM-W-S T" "'4.;20.-6-4U-51U'6.'-.&5RW3-131"" 5.»lQ'~5-.99 -51-0!5-'.3.W$-‘B’ :-*-T‘5-U-'-E-:l:.2-fi's4c-s-tow 10" i'-"7'.5O'-.-'<B'5-.Tii1'-S3iifi6:I-10.-5'W' -*'F.50'—'9fflO".514-O.fii11AW 11"' '1‘-$.50-T.Ofl Si¢.flB§12BW 1'2"" '-*r.eo¢e;ot1-..$4£i6=12AW 12* sjs.?_5-to :11 sins-mw mt *=si25-ens sios-iew 12%’ *e=s_o-':l‘.1.2s's-ins-ttfifew 1'6" *'13.00+-14.20 .S1f}6-16W 16’-‘ ‘*1es;n.1t-cc fizoei-eonw 210'"- Ftefer to Recommended installation Instructions. *These sizes available in Plastic "EX"Wedge or Steel Wedge. TOGG LE STYLE CONNECTORS (JACK-IN-STYLE) Installation requires a hydraulic jack assembly. 1.50-4.30 ‘S106-TMT T’ -4:2-O-5.4-.01 5105-BSHT B.” 5;-10~5.Q_O .$_‘lOB~BT '3'-' r;-so-s.-4o s-to ‘sect ':_LD"' ?.=50"-3.90 S-@'O641O";-5T 101F* T.-5E'i—Q.O.D 5'40'B.~1’lAT '11” 6-.Ufl-KOO S4_QB_-¥12€TT''12" ?.i50-943.5 $40.6-12AT' 5.75-'r._'o.n s1o._e-5.2 er 1:2?" 3.25-9.75 5S1O.B‘-12-T 12" -e.5e¥11.e-5 s-ice-ieer "1s*' "1.3_.OQ-14.50 S'1OEi1BT "16" Fiefer to Recommended lnstallaticn Instmctions.To Install ?”&B"Togg|e Style Connectors:Expander Assembly (p/n H1225)B’Extension (pin 13808} Refer to 206 or 306 Series for larger diameters. Covered under U.S.Patent No.5,338,359 TRELLEBORG Kor-N-Seal®W Product Line TRELLEBORG PERFORMANCE Performed on all standards sizes of Kor-N-Seal Connectors Technical Specifications Head Pressure E923 —11 D“-13 psi {I-ll]ft}for 10 min.+13 psi for 10 min. T"-1D psi (23 ftl for 10 min.+10 psi for 10 min. Deflection Test C923 -12.2 T“in any direction Over T‘in any direction Load Test C923 -12.3 150 lbsfin.pipe dia.Over 150 lbs/in.pipe dla. RESILIENT RUBBER MATERIAL Conforms to ASTM C923 ASTM Method Test Requirements l<.or—i~l-Seal Products Chemical Resistance l N Sulfuric Acid 1 N Hydrochloric Acid Tensile Strength Elongation at Break Hardness Accelerated Elven-Aging Compression Set Water Absorption Ozone Resistance D543,at 22°C for 43 I1 D412 D2240 [shore A durometer} D5173 TU t 1"G for T days D395,method B,at TOT for 22h D471,immerse El.?5 by 2-in. specimen in distilled water at 70°C for 48 D1171 No welg ht loss No weight loss 1200 psi 350%min :|:5 from the manufacturer's specified hardness Decrease of 15%,max.of original tensile strength.decrease of2l1l% max.of elongation Decrease of 25%,max.of original deflection Increase of 10%,max.of original by weight Rating 0 Low-temperatu re Brittle Point BT46 No fracture at -40“C Tear Resistance D624,method B 200 lbffin. 300 SERIES STAINLESS STEEL Conforms to ASTM C923,ASTM A666 and A240 *<@-one P"-We Tensile Strength ‘field Strength {min.} zs.ooo psi ao,ooo pal Elongation in 2"(min.'36)40% Hardness Rockwell "B"95 WWW.TRELLEBClRG.COMfPlPE-SEALS No weight loss No weight loss if-B0 psi 500% 4515 10.1%tensile decrease 4% elongation decrease 13%decrease .89-6 increase Ratingfl No fracture at -40°C No tear at 210 lhffin. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) 23U -ANSI/AWWA C153/A2153 fil Mechanical Joint Compact Ductile Iron Fittings TYLER U N ION““':"‘*:““’*°:“ Quality Waterworks Products ‘:|DOMESTIC E NDN_DDMES.nc SUBMITTAL:C153 MECHANICAL JOINT PRODUCT SIZES: STANDARDS: MATERIAL: PRESSURE RATING: DEFLECTION: NSF-51 81 NSF372: ASPHALT COATING CEMENT LINING: EPOXY COATING: BARE FITTINGS: FASTNERS: INSTALLATION: [Current revisions for the noted Standards Hfifillfi 2”-54"(2”not included in ANSI/AWWA C153 standard] ANSIIAWWA C153/1121.53,NFPA13j'24,3”-15"UL ancl 3“-1o”FM listed 8.approved {File -Tvler Union} Cast of ASTM A535 qualified ductile iron.Date code is cast on and required for traceability. *Flanged fittings rated at 250 psi.Mechanical joints 2“—24"rated at 350 psi and 30“—45"at 250 psi. *Note:With rubber annular ring flange gasket,2“—24”Flanged fittings can be rated at 350 psi. Note:Wves over 12”are not pressure rated.Contact Tvler Union for rating in vour application. Joint deflection 5"max for 2"—12”and 3°max for 14”—48".Reduces by 50%at nominal pipe Si fitting diameters Meets all requirements including Annex G,Tvler Uniorfs Underwriters Laboratorv listing lvlH1E439. :Per ANSI,/AWWA C1041'A21.4 and ANSI/IAWWA C153,/A21.53. Per ANSI/AWWA C104/A21.4,with double cement lining available upon request. Fusion bonded epoxy per ANSI/'AWWA C116,/A21.16.Additional coatings available upon request. Available upon request. High strength low allov weathering steel per ANSI/AWWA C111/A2111 and ASTM A242 Install per AWWA C600fC551 using pipe conforming to ANSIXAWWA {I151/A2151 or AWWA C900/905. —-E L .31 2 _é "-‘:5 2 s ‘5t.‘0\~-“ 2‘_l:T 'F 0.?5 -- i<'1 o c A 0.12--l F x‘ NOMINAL IUINT DIMEN5IDN5 |N INCH E5 B-ULT5 A Dla B Hub Dia a Dia K3 Dia |Pip 2.51H epth 2 50 LAND 3 50 3-50 2.51 5.15 GLAND 5 55 0.55 0.35 0.30 5}5x3 '.C '.JDI .K".'.L NI T QW- D e D G GLAND GLAND 4 25 0 52 2 ass also .11..4.54 Ros s.1s 2.52 2.55 o.ss oféz o.§.§o.ss 3,24 am?523.5 II- I 4.50 2.50 5.52 5.02 4.50 2.50 5.05 5.12 0.50 0.25 0.35 0.34 2,15 3f4x3-1,l"2 -I5 5.50 2.50 5.02 5.12 2.00 5.50 11.05 11.12 0.53 0.55 0.43 0.35 3f4x3-122 0'1 OJ 5.05 2.50 10.12 10.22 5.15 11.25 13.31 13.32 0.55 1.00 0.45 0.35 225 2,33 3;’4x4 0'! 10 11.10 2.50 12.22 12.34 11.20 14.00 15.52 15.52 0.20 1.00 0.42 0.40 2,15 324104 12 13.20 2.50 14.32 14.44 13.30 15.25 12.55 12.55 0.23 1.00 0.45 0.42 223 3;’4x4 C0 14 15.30 3.50 15.40 15.54 15.44 15 .25 20.31 20.25 0.25 1.25 0.55 0.42 225 3;'4x4-1f 2 10 15 12.40 15 15.50 3.50 a.so 15.50 20.50 15.54 20.24 12.54 15.54 21.00 23.25 2__:-'_:_.§_s 11?-I.-5°0.05 1.§1 o.sa_0.50 324:4-1f 2 1? 24.53 24.25 1.00 1.35 0.55 0.54 101/a 325?:-1.72 12 20 21.50 3-50 22.20 22-54 21.24 25-50 22-05 22-00 1-02 1 -44 0-55 0.52 2f3 3f4x4-122 14 24 25.50 3.50 25.50 22.04 25.94 30.00 31.55 31.50 1.02 1.55 0.25 0.51 223 3f4x5 15 30 32.00 4.50 33.25 33.45 32.12 35.55 35.12 35.12 1.31 2.00 0.52 0.55 1-1,35 1x5 20 35 35.30 4.50 35.55 35.25 35.42 43.25 45.00 45.00 1.45 2.00 1.00 0.24 1-115 1115 24 42 44.50 43 50.50 4.50 4.50 45.25 52.05 45.55 52.25 44.52 50.92 50.52 52.50 53.12 50.00 53.12 50.00 1.45 1.45 2 .00 2.00 1.25 1.35 0.52 0.50 1-325 1-325 1-1_l'4x5-1;’2 1-12425-122 25 32 54 Available on Request Available on Re -nest 54 Available on Request Corona:1001 El Eamino Ave.I Corona,EA 92329 I (B55)522-B421 New Lenox:2200 West l'l5‘lI'El'tl New Lenox,IL 50451 Tyler:11910 ER 492 I Tvier,Texas 25205 I (500)522-5425 Portland:15520 N.Lombard St.I Port arid.0R 92203 Dallas:1201 Ave.S.5uite100 I Grande Prairie,TX 25050 Oxford:1500 Greenbrier Dear Road lAnniston,AL 35202 50 Annlston 1501 W 12""St I Anniston,AL 35201 I {E00}225—2501 Elmer 201 liienvon Ave I Elmer,New Jersev 03315 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) 23U -ANSI/AWWA C153/A2153 fil Mechanical Joint Compact Ductile Iron Fittings TYLER U N ION““':"‘*:““’*°:“ Quality Waterworks Products ‘:|DOMESTIC E NDN_DDMES.nc SUBMITTAL:C153 MECHANICAL JOINT PRODUCT SIZES: STANDARDS: MATERIAL: PRESSURE RATING: DEFLECTION: NSF-51 81 NSF372: ASPHALT COATING CEMENT LINING: EPOXY COATING: BARE FITTINGS: FASTNERS: INSTALLATION: [Current revisions for the noted Standards Hfifillfi 2”-54"(2”not included in ANSI/AWWA C153 standard] ANSIIAWWA C153/1121.53,NFPA13j'24,3”-15"UL ancl 3“-1o”FM listed 8.approved {File -Tvler Union} Cast of ASTM A535 qualified ductile iron.Date code is cast on and required for traceability. *Flanged fittings rated at 250 psi.Mechanical joints 2“—24"rated at 350 psi and 30“—45"at 250 psi. *Note:With rubber annular ring flange gasket,2“—24”Flanged fittings can be rated at 350 psi. Note:Wves over 12”are not pressure rated.Contact Tvler Union for rating in vour application. Joint deflection 5"max for 2"—12”and 3°max for 14”—48".Reduces by 50%at nominal pipe Si fitting diameters Meets all requirements including Annex G,Tvler Uniorfs Underwriters Laboratorv listing lvlH1E439. :Per ANSI,/AWWA C1041'A21.4 and ANSI/IAWWA C153,/A21.53. Per ANSI/AWWA C104/A21.4,with double cement lining available upon request. Fusion bonded epoxy per ANSI/'AWWA C116,/A21.16.Additional coatings available upon request. Available upon request. High strength low allov weathering steel per ANSI/AWWA C111/A2111 and ASTM A242 Install per AWWA C600fC551 using pipe conforming to ANSIXAWWA {I151/A2151 or AWWA C900/905. —-E L .31 2 _é "-‘:5 2 s ‘5t.‘0\~-“ 2‘_l:T 'F 0.?5 -- i<'1 o c A 0.12--l F x‘ NOMINAL IUINT DIMEN5IDN5 |N INCH E5 B-ULT5 A Dla B Hub Dia a Dia K3 Dia |Pip 2.51H epth 2 50 LAND 3 50 3-50 2.51 5.15 GLAND 5 55 0.55 0.35 0.30 5}5x3 '.C '.JDI .K".'.L NI T QW- D e D G GLAND GLAND 4 25 0 52 2 ass also .11..4.54 Ros s.1s 2.52 2.55 o.ss oféz o.§.§o.ss 3,24 am?523.5 II- I 4.50 2.50 5.52 5.02 4.50 2.50 5.05 5.12 0.50 0.25 0.35 0.34 2,15 3f4x3-1,l"2 -I5 5.50 2.50 5.02 5.12 2.00 5.50 11.05 11.12 0.53 0.55 0.43 0.35 3f4x3-122 0'1 OJ 5.05 2.50 10.12 10.22 5.15 11.25 13.31 13.32 0.55 1.00 0.45 0.35 225 2,33 3;’4x4 0'! 10 11.10 2.50 12.22 12.34 11.20 14.00 15.52 15.52 0.20 1.00 0.42 0.40 2,15 324104 12 13.20 2.50 14.32 14.44 13.30 15.25 12.55 12.55 0.23 1.00 0.45 0.42 223 3;’4x4 C0 14 15.30 3.50 15.40 15.54 15.44 15 .25 20.31 20.25 0.25 1.25 0.55 0.42 225 3;'4x4-1f 2 10 15 12.40 15 15.50 3.50 a.so 15.50 20.50 15.54 20.24 12.54 15.54 21.00 23.25 2__:-'_:_.§_s 11?-I.-5°0.05 1.§1 o.sa_0.50 324:4-1f 2 1? 24.53 24.25 1.00 1.35 0.55 0.54 101/a 325?:-1.72 12 20 21.50 3-50 22.20 22-54 21.24 25-50 22-05 22-00 1-02 1 -44 0-55 0.52 2f3 3f4x4-122 14 24 25.50 3.50 25.50 22.04 25.94 30.00 31.55 31.50 1.02 1.55 0.25 0.51 223 3f4x5 15 30 32.00 4.50 33.25 33.45 32.12 35.55 35.12 35.12 1.31 2.00 0.52 0.55 1-1,35 1x5 20 35 35.30 4.50 35.55 35.25 35.42 43.25 45.00 45.00 1.45 2.00 1.00 0.24 1-115 1115 24 42 44.50 43 50.50 4.50 4.50 45.25 52.05 45.55 52.25 44.52 50.92 50.52 52.50 53.12 50.00 53.12 50.00 1.45 1.45 2 .00 2.00 1.25 1.35 0.52 0.50 1-325 1-325 1-1_l'4x5-1;’2 1-12425-122 25 32 54 Available on Request Available on Re -nest 54 Available on Request Corona:1001 El Eamino Ave.I Corona,EA 92329 I (B55)522-B421 New Lenox:2200 West l'l5‘lI'El'tl New Lenox,IL 50451 Tyler:11910 ER 492 I Tvier,Texas 25205 I (500)522-5425 Portland:15520 N.Lombard St.I Port arid.0R 92203 Dallas:1201 Ave.S.5uite100 I Grande Prairie,TX 25050 Oxford:1500 Greenbrier Dear Road lAnniston,AL 35202 50 Annlston 1501 W 12""St I Anniston,AL 35201 I {E00}225—2501 Elmer 201 liienvon Ave I Elmer,New Jersev 03315 PROTECTO 401™ Ceramic Epoxy STANDARD SPECIFICATION FOR LINING DUCTILE IRON PIPE FOR SEWER SERVICE I.CONDITION OF DUCTILE IRON PRIOR TO SURFACE PREPARATION All ductile pipe and fittings shall be delivered to the application facility without asphalt, cement lining, or any other lining on the interior surface. Because removal of old linings may not be possible, the intent of this specification is that the entire interior of the ductile iron pipe and fittings shall not have been lined with any substance prior to the application of the specified lining material and no coating shall have been applied to the first six inches of the exterior of the spigot ends. II. LINING MATERIAL The standard of quality is Protecto 401™ Ceramic Epoxy. The material shall be an amine cured novolac epoxy containing at least 20% by volume of ceramic quartz pigment. Any request for substitution must be accompanied by a successful history of lining pipe and fittings for sewer service, a test report verifying the following properties, and a certification of the test results. A. A permeability rating of 0.00 when tested according to Method A of ASTM E-96-66, Procedure A with a test duration of 30 days. B. The following test must be run on coupons from factory lined ductile iron pipe: * ASTM B-117 Salt Spray (scribed panel) - Results to equal 0.0 undercutting after two years. * ASTM G-95 Cathodic Disbondment 1.5 volts @ 77°F. Results to equal no more than 0.5 mm undercutting after 30 days. * Immersion testing rated using ASTM D-714-87. —20% Sulfuric acid—No effect after two years. —140°F 25% Sodium Hydroxide—No effect after two years. —160°F Distilled Water—No effect after two years. —120°F Tap Water (scribed panel)—0.0 undercutting after two years with no effect. * ASTM G-22 90 Standard practice for determining resistance of Synthetic Polymeric materials to bacteria. The test should determine the resistance to growth of Acidithiobacillus Bacteria and should be conducted at 30 degrees centigrade for a period of 7 days on a minimum of 4 panels. The growth must be limited only to trace amounts of bacteria. C. An abrasion resistance of no more than 3 mils (.075 mm) loss after one million cycles using European Standard EN 598: 1994 Section 7.8 Abrasion Resistance. III. APPLICATION Applicator The lining shall be applied by a certified firm with a successful history of applying linings to the interior of ductile iron pipe and fittings.All applicators must be independently inspected at least two times per year to insure compliance with the requirements of this specification. This inspection must be coordinated and reviewed by the manufacturer of the lining material and any deviation from the application and/or quality requirements shall be corrected by the applicator. All inspections shall be in writing and a permanent record maintained. Surface Preparation Prior to abrasive blasting, the entire area to receive the protective compound shall be inspected for oil, grease, etc. Any areas with oil, grease, or any substance that can be removed by solvent, shall be solvent cleaned to remove those substances. After the surface has been made free of grease, oil or other substances, all areas to receive the protective compounds shall be abrasive blasted using sand or grit abrasive media. The entire surface to be lined shall be struck with the blast media so that all rust, loose oxides, etc., are removed from the surface. Only slight stains and tightly adhering oxide may be left on the surface. Any area where rust reappears before lining must be re-blasted. Lining After surface preparation and within 12 hours of surface preparation, the interior of the pipe shall receive 40 mils nominal dry film thickness. No lining shall take place when the substrate or ambient temperature is below 40°F. The surface also must be dry and dust free. If flange pipe or fittings are included in the project, the lining shall not be used on the face of the flange. Coating of Bell Sockets and Spigot Ends Due to the tolerances involved, the gasket area and spigot end up to 6 inches back from the end of the spigot end must be coated with 6 mils nominal, 10 mils maximum using Protecto 401™ Join t Compound. The Joint Compound shall be applied by brush to ensure coverage. Care should be taken that the Joint Compound is smooth without excess buildup in the gasket seat or on the spigot ends. Coating of the gasket seat and spigot ends shall be done after the application of the lining. Number of Coats The number of coats of lining material applied shall be as recommended by the lining manufacturer. However, in no case shall this material be applied above the dry thickness per coat recommended by the lining manufacturer in printed literature. The maximum or minimum time between coats shall be that time recommended by the lining material manufacturer. To prevent delamination between coats, no material shall be used for lining which is not indefinitely recoatable with itself without roughening of the surface. Touch-Up and Repair Protecto 401™ Joint Compound shall be used for touch-up or repair in accordance with manufacturer's recommendations. IV. INSPECTION AND CERTIFICATION Inspection All ductile iron pipe and fitting linings shall be checked for thickness using a magnetic film thickness gauge. The thickness testing shall be done using the method outlined in SSPC PA-2 Film Thickness Rating. The interior lining of all pipe barrels and fittings shall be tested for pinholes with a non-destructive 2,500 volt test. Any defects found shall be repaired prior to shipment. Each pipe joint and fitting shall be marked with the date of application of the lining system along with its numerical sequence of application on that date and records maintained by the applicator of his work. Certification The pipe or fitting manufacturer must supply a certificate attesting to the fact that the applicator met the requirements of this specification, and that the material used was as specified. V. HANDLING Lined pipe and fittings must be handled only from the outside of the pipe and fittings. No forks, chains, straps, hooks, etc. shall be placed inside the pipe and fittings for lifting, positioning, or laying. The pipe shall not be dropped or unloaded by rolling. Care should be taken not to let the pipe strike sharp objects while swinging or being off loaded. Ductile iron pipe should never be placed on grade by use of hydraulic pressure from an excavator bucket or by banging with heavy hammers. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) EASY TO INSTALL Since the radial bolts have the same size hex head as AWWA T‑bolts, a single wrench can be used for installation. No parts need to be removed from the PVC‑RomaGrip™ to use it on either C900 or IPS PVC. And the available DI/IPS gasket is a slip‑on design, and not a stretch‑on gasket commonly found on other restraints. Ask any installer just how important these features are. SAfE fOr ThIN wALL pIpE QuikGrip™ wedges and SofTouch™ bolts work together to firmly engage pipe wall safely. SIMpLE TO MAINTAIN RomaGrip™ components are mechanically secure so they won’t fall off during shipping, installation, or in the event the RomaGrip must be removed from the pipe. rObuST dESIgN The RomaGrip™ is designed to take whatever comes down the pipeline. Computer‑generated solid models and 3‑D finite element stress analysis assure that there is plenty of strength where it is needed. The RomaGrip™ pipe restrainer provides mechanical joint restraint for ductile iron, (steel 3”‑12”) and PVC pipe. The RomaGrip™ can be utilized on valves, fittings, hydrants and practically anywhere a mechanical joint is present. R B248 • 03/2005 romagrip™ for ductile iron and steel pipe romagrip™ for pVC pipe rOMAC INduSTrIES,INC. 1 800 426 9341 romac.com Place the RomaGrip gland on the pipe end. Slip the gasket over the pipe end. Insert and tighten the T‑Bolts Tighten the SofTouch™ bolts on the RomaGrip until the bolt heads break off (this indicates you’ve applied the proper amount of torque). see installation instructions for complete procedure Installation is simple romagrip™ Nominal pipe Size Shipping weight (lbs.) Number of restraint wedges deflection Angle (degrees) pressure rating (2:1 test) 3 7 2 5 350 4 8 2 5 350 6 10 3 5 350 8 15 4 5 350 10 27 6 5 350 12 35 8 5 350 14 48 10 2 350 16 54 12 2 350 18 62 12 1.5 250 20 78 14 1.5 250 24 88 16 1.5 250 30 190 20 1 250 36 225 24 1 250 42 500 28 1 250 48 600 32 1 250 SofTouch™ bolt heads shear off precisely when the proper torque is applied. Quikgrip™ heat treated radial restraining wedges engage the pipe and spread forces evenly. Open design allows the installer to see the restraining wedges engage the pipe romagrip™ Material Specifications gland: Ductile iron meeting or exceeding ASTM A 536‑80, Grade 65‑45‑12. gasket*: A standard MJ gasket is used with this fitting. See ANSI/AWWA C111/A21.11 for gasket specs. For steel pipe (3”‑12”), an MJ x IPS transition gasket or Romac’s DI/IPS gasket is used. restraining bolt: Roll threaded ductile iron meeting or exceeding ASTM A 536‑80. restraining wedges: Ductile iron, meeting or exceeding ASTM A 536‑80. Heat‑treated using a proprietary process. Coatings: Shop coat applied for corrosion protection in transit. Fusion bonded epoxy available upon request. use: Ductile Iron Pipe 3 ‑ 48", IPS size sch. 40 steel pipe, 3 ‑ 12". Not for use on PVC pipe. * Gasket is included in the RomaGrip™ Accessory Pack RomaGrip™ precision designed ductile iron pipe restraint Ro m a G r i p ™ fo r u s e o n D u c t i l e I r o n p i p e This information is based on the best data available at the date printed, please check with Romac for any updates or changes. ROMACINDUSTRIES,INC. 6-10 April 30, 2012 1-800-426-9341 www.romac.com 4" MJ x SDR35 Transition Gasket 0.60 # 6" MJ x SDR35 Transition Gasket 0.90 # 8" MJ x SDR35 Transition Gasket 1.15 # 10" MJ x SDR35 Transition Gasket 1.60 # 12" MJ x SDR35 Transition Gasket 1.90 # 18" MJ x SDR35 Transition Gasket 3.16 # 24" MJ x SDR35 Transition Gasket 5.00 # MJ x SDR35 TransitionGasket (PVC Sewer) Ma t e r i a l S p e c i f i c a t i o n s Gasket: Virgin SBR per ASTM D 2000 MBA 710, compounded for water and sewer service. Other compounds available on request. Use: The gasket is designed to be used in cast iron mechanical joint fittings for adapting to PVC sewer pipe. Pressure Rating: Up to 10 psi. For higher pressure ratings, contact Romac Engineering. MJ x SDR35 Transition Gasket Romac Style “LCT”TM Manhole Adapter Gasket Ma t e r i a l S p e c i f i c a t i o n s Gasket: Virgin SBR per ASTM D 2000 M2AA 60, compounded for water and sewer service. Use: The gasket is designed to be used on PVC sewer pipe when grouting into a concrete manhole wall. Manhole Adapter Gasket “LCT” Gasket cross section 6"8"10" NOMINALPIPE SIZE SIZED FOR SDR 35 PIPE O.D.s APPROXIMATE WEIGHT (lbs.)CATALOG NUMBER LIST PRICE 4" LCT- Adapter Gasket 4.215 0.30 # 6" LCT- Adapter Gasket 6.275 0.45 # 8" LCT- Adapter Gasket 8.4 0.55 # 10" LCT- Adapter Gasket 10.5 0.70 # 12" LCT- Adapter Gasket 12.5 0.85 # 15" LCT- Adapter Gasket 15.3 1.00 # 18" LCT- Adapter Gasket 18.7 1.25 # 21" LCT- Adapter Gasket 22.05 1.50 # 24" LCT- Adapter Gasket 24.8 1.65 # 27" LCT- Adapter Gasket 27.96 1.85 # 4" 12"15"18"21"24" 27" To Order: Specify catalog number. Other sizes available, please specify pipe O.D. Price on application. Example: For 6.28 O.D., order 6" LCT To Order: Specify catalog number. 4"6" 8"10" NOMINALPIPE SIZE APPROXIMATE WEIGHT (lbs.)CATALOG NUMBER LIST PRICE 12"18"24" $25.40 27.59 31.04 33.63 36.21 39.09 45.33 54.12 60.50 63.94 $21.15 23.39 27.14 45.22 57.22 144.20 170.32 ROMAC INDUSTRIES, INC. MJ X SDR35 TRANSITION GASKET SUBMITTAL INFORMATION USE: The MJ X SDR 35 gasket is designed to be used in cast iron mechanical joint fittings for adapting to PVC sewer pipe. MATERIAL Gasket Gasket is made from virgin Styrene Butadiene Rubber (SBR) compounded for water and sewer service in accordance with ASTM D2000 MBA 710 - 90. Also available in Ethylene Propylene Diene Methylene (EPDM) and Nitrile Butadiene Rubber (NBR) on request. PRESSURE When properly installed on the correct size pipe, the Romac MJ X SDR 35 gasket can work up to 10 psi. For higher pressure ratings, contact Romac Engineering SIZES 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. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) 23U -ANSI/AWWA C153/A2153 fil Mechanical Joint Compact Ductile Iron Fittings TYLER U N ION““':"‘*:““’*°:“ Quality Waterworks Products ‘:|DOMESTIC E NDN_DDMES.nc SUBMITTAL:C153 MECHANICAL JOINT PRODUCT SIZES: STANDARDS: MATERIAL: PRESSURE RATING: DEFLECTION: NSF-51 81 NSF372: ASPHALT COATING CEMENT LINING: EPOXY COATING: BARE FITTINGS: FASTNERS: INSTALLATION: [Current revisions for the noted Standards Hfifillfi 2”-54"(2”not included in ANSI/AWWA C153 standard] ANSIIAWWA C153/1121.53,NFPA13j'24,3”-15"UL ancl 3“-1o”FM listed 8.approved {File -Tvler Union} Cast of ASTM A535 qualified ductile iron.Date code is cast on and required for traceability. *Flanged fittings rated at 250 psi.Mechanical joints 2“—24"rated at 350 psi and 30“—45"at 250 psi. *Note:With rubber annular ring flange gasket,2“—24”Flanged fittings can be rated at 350 psi. Note:Wves over 12”are not pressure rated.Contact Tvler Union for rating in vour application. Joint deflection 5"max for 2"—12”and 3°max for 14”—48".Reduces by 50%at nominal pipe Si fitting diameters Meets all requirements including Annex G,Tvler Uniorfs Underwriters Laboratorv listing lvlH1E439. :Per ANSI,/AWWA C1041'A21.4 and ANSI/IAWWA C153,/A21.53. Per ANSI/AWWA C104/A21.4,with double cement lining available upon request. Fusion bonded epoxy per ANSI/'AWWA C116,/A21.16.Additional coatings available upon request. Available upon request. High strength low allov weathering steel per ANSI/AWWA C111/A2111 and ASTM A242 Install per AWWA C600fC551 using pipe conforming to ANSIXAWWA {I151/A2151 or AWWA C900/905. —-E L .31 2 _é "-‘:5 2 s ‘5t.‘0\~-“ 2‘_l:T 'F 0.?5 -- i<'1 o c A 0.12--l F x‘ NOMINAL IUINT DIMEN5IDN5 |N INCH E5 B-ULT5 A Dla B Hub Dia a Dia K3 Dia |Pip 2.51H epth 2 50 LAND 3 50 3-50 2.51 5.15 GLAND 5 55 0.55 0.35 0.30 5}5x3 '.C '.JDI .K".'.L NI T QW- D e D G GLAND GLAND 4 25 0 52 2 ass also .11..4.54 Ros s.1s 2.52 2.55 o.ss oféz o.§.§o.ss 3,24 am?523.5 II- I 4.50 2.50 5.52 5.02 4.50 2.50 5.05 5.12 0.50 0.25 0.35 0.34 2,15 3f4x3-1,l"2 -I5 5.50 2.50 5.02 5.12 2.00 5.50 11.05 11.12 0.53 0.55 0.43 0.35 3f4x3-122 0'1 OJ 5.05 2.50 10.12 10.22 5.15 11.25 13.31 13.32 0.55 1.00 0.45 0.35 225 2,33 3;’4x4 0'! 10 11.10 2.50 12.22 12.34 11.20 14.00 15.52 15.52 0.20 1.00 0.42 0.40 2,15 324104 12 13.20 2.50 14.32 14.44 13.30 15.25 12.55 12.55 0.23 1.00 0.45 0.42 223 3;’4x4 C0 14 15.30 3.50 15.40 15.54 15.44 15 .25 20.31 20.25 0.25 1.25 0.55 0.42 225 3;'4x4-1f 2 10 15 12.40 15 15.50 3.50 a.so 15.50 20.50 15.54 20.24 12.54 15.54 21.00 23.25 2__:-'_:_.§_s 11?-I.-5°0.05 1.§1 o.sa_0.50 324:4-1f 2 1? 24.53 24.25 1.00 1.35 0.55 0.54 101/a 325?:-1.72 12 20 21.50 3-50 22.20 22-54 21.24 25-50 22-05 22-00 1-02 1 -44 0-55 0.52 2f3 3f4x4-122 14 24 25.50 3.50 25.50 22.04 25.94 30.00 31.55 31.50 1.02 1.55 0.25 0.51 223 3f4x5 15 30 32.00 4.50 33.25 33.45 32.12 35.55 35.12 35.12 1.31 2.00 0.52 0.55 1-1,35 1x5 20 35 35.30 4.50 35.55 35.25 35.42 43.25 45.00 45.00 1.45 2.00 1.00 0.24 1-115 1115 24 42 44.50 43 50.50 4.50 4.50 45.25 52.05 45.55 52.25 44.52 50.92 50.52 52.50 53.12 50.00 53.12 50.00 1.45 1.45 2 .00 2.00 1.25 1.35 0.52 0.50 1-325 1-325 1-1_l'4x5-1;’2 1-12425-122 25 32 54 Available on Request Available on Re -nest 54 Available on Request Corona:1001 El Eamino Ave.I Corona,EA 92329 I (B55)522-B421 New Lenox:2200 West l'l5‘lI'El'tl New Lenox,IL 50451 Tyler:11910 ER 492 I Tvier,Texas 25205 I (500)522-5425 Portland:15520 N.Lombard St.I Port arid.0R 92203 Dallas:1201 Ave.S.5uite100 I Grande Prairie,TX 25050 Oxford:1500 Greenbrier Dear Road lAnniston,AL 35202 50 Annlston 1501 W 12""St I Anniston,AL 35201 I {E00}225—2501 Elmer 201 liienvon Ave I Elmer,New Jersev 03315 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) SIGMA... Qualitv —Service —~(..=:'.||n1nitment —Dclivcrccl. C153 DUCTILE IRON MECHANICAL JOINT FITTINGS I I I I H BASIC SPECIPlCAT.ICINS_I I I SIZES:'1"-54" |U|p,TER|A|_;I Ductile Iron ASTi'v'l A535,Glade 65-45-11,6D~¢iE—1D or }'D—5El-D5. |JRE§§URE;I 35!]PSI Water Working Pressure 2”-24*’. I 25D PSI Water Working Pressure 3D”-48”. I 15D PSI Water Working Pressure 54"-54". ‘[E5T||\|(;;I In accordance with ANSIIAWWA C153lA21.53. I In accordance with LIL -FM requirements. I All fittings are hvdrostaticallv tested in accordance with SIGMA Clualitv Management Stan- darcl. I All fittings are heat coded to ensure traceabilltv and verification of metallurgical properties in accordance with the prevailing standards and SIGMA Dualltv Management Standards. |_,AY|i'i,|t3 LENGTH;I Short bodv design --straight section of body deleted to provide a compact and lighter fitting without reducing strength or flow characteristics. I In accordance with AHSIIAWWA C153,lA21.53. |}E|=|_Ec'|'|flfl;Maximum allowable deflection for Ml Joint on a full length pipe is as mentioned below: 3“-4"=H Degrees E"=T Degrees E"-12"=5 Degrees 14"-4a"=s Degrees CEMENT |_|N||\|G;I Maximum Double cement lined in accordance with ANSIIAWWA C1D4,iA21.4. :'="!"“I""!"' {j[)j.'qT||\,|G;I Interior of fitting is seal coated iasphaltic material}in accordance with ANSI} AWWA C1D4_lA21.4 and hi5Fi51 approved. I Exterior of fitting is seal coated [asphaitic material}in accordance with ANSI) AWWA C153.ii‘i21.53 and NSFE1 approved. GA5|{ET5;I SEH in accordance with ANSIIAWWA C111fA21.11. I Also available in EPDM,NEH and ER. T.Bfl]_T5;I Low Allov corrosion resistant high strength steel in accordance with Al‘~.lSl,iAWWA E111,’ 1421.11. p,PPRQVA|_5;I 3“-15“Underwriters Laboratories listed and Factorv Mutual Approved. 5TA|'iJDAR|)5;I Certified to NSFE1 Standard including Annex G 3»E-7'2. I nnslinvvvva C153_iA21.53 for Compact Ductile iron Fittings 2”-Eli“for water and other lio- uids. ||'q,|5T_p‘|_|_,qT|(]|q|;I PerAH5l;'AWWA CEDD and C111 using DIP conforming to C15D,liZ151 and PVC pipe conform- ing ‘II!CEUDICEIDS. For sewer applications that reauire mandrel passage after installation,SIEMA recommends the end user check the fitting with the respective site mandrel BEFORE installing the fitting.SIGMA Corporation will NUT take responsibility for any back charges incurred due to the fitting not being checked with a mandrel prior to installation. Q -lune sins SIGMA Corp-oration 'w'vvvv.s I;|i"'ii:'L'.'.ITi rn n mania ___"®EC!) Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) 26 Mechanical Plugs 1.800.843.7584 | www.cherneind.com Inside-of-Pipe Gripper® plugEnd-of-Pipe Gripper® plug Always block plugs when conducting air tests. Cherne's Gripper plugs can be used in a variety of applications including DWV (drain, waste and vent) testing and stack testing. End-of-Pipe design won't fall in, whereas the Inside-of-Pipe design allows you to locate the plug inside the pipe as far as you need. Time tested, the Gripper® remains one of the most popular mechanical plugs on the market. Original Gripper® Plug Features: • Ideal for sewer testing and long-term applications • Made with glass-reinforced ABS plastic • End-of-pipe design seals only at the end of a pipe • Inside-of-pipe design seals inside pipe as far as needed Equipped with: • Easy to install extra large zinc wing nut – won't rust • Natural rubber o-ring • Galvanized carriage bolt to prevent corrosion Original Gripper® Part Number Nominal Size Range of Use MaximumBack Pressure Length Product Weight End-of-Pipe Gripper 270210 1 1/2" (40 mm) 1.48"-1.65" (39-42 mm) 17 psi (1,2 bar) 40 ft. (12 M) 1.75" (44.5 mm) 0.13 lbs (0.05 kg) 270229 2" (50 mm) 1.9"-2.17" (49-55 mm) 17 psi (1,2 bar) 40 ft. (12 M) 1.87" (47.5 mm) 0.19 lbs (0.09 kg) 270237 3" (75 mm) 2.8"-3.1" (71-79 mm) 17 psi (1,2 bar) 40 ft. (12 M) 2.5" (63.5 mm) 0.375 lbs (0.16 kg) 270245 4" (100 mm) 3.8"-4.06" (96-103 mm) 17 psi (1,2 bar) 40 ft. (12 M) 2.5" (63.5 mm) 0.5 lbs (0.23 kg) 270261 6" (150 mm) 5.77"-6.08" (147-154 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 2.5 lbs (1.14 kg) 270270 8" (200 mm) 7.7"-8.03" (196-204 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 3 lbs (1.37 kg) Inside-of-Pipe Gripper 270296 4" (100 mm) 3.8"-4.06" (96-103 mm) 17 psi (1,2 bar) 40 ft. (12 M) 2.5" (63.5 mm) .5 lbs (0.23 kg) 270253 6" (150 mm) 5.77"-6.08" (147-154 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 2.5 lbs (1.14 kg) 270288 8" (200 mm) 7.7"-8.03" (196-204 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 3 lbs (1.37 kg) TYTON JOINT“PIPE A l*~J‘:1l/.A"i-"W.-'i-"A.E-_!.A.ll lilif-i;lIi‘E ANSI.-‘AWWA C151i'A21.5.Ductile Iron Pipe,Centrifugally Cast for Water. Ductile Iron Tyton Joint Pipe is centrifugally cast in metal molds in accordance with ANSIJ AWWA C15liA2i .5. The asphaltic outside coating is in accordance with Al"lSllAWWAE15'|l'A2'|.5l. As specified in AN SIIAWWA Cl Si M21 .51,pipe weights have been calculated using standard barrel weights and weights of hells being produced. ANSIIAWWA C104.-‘A.21.4,Cement- Mortar Lining for Ductile-Iron Pipe and Fittings for Water. The cement-mortar lining and inside coating are in accordance with AHSIIAWWA ti [iii A214. Special linings andior coatings can he furnished for specific conditions AHSIIAWWA C11 1r'A21.1 1,Rubber- Gaslret Joints for Ductile-Iron Pressure Pipe and Fittings. Tyton Gaskets are fumished in accordance with AHSIIAWWA C1iliA2i.1l. AHSIJAWWA C1D5fA21.5,Polyethylene Encasement for Ductile Iron Pipe Systems. If specifiers and users believe that corrosive soils will be encountered where our products are to he installed,please refer to AlllSlr'AW‘WA £1051’All .5, for proper errtemal protection procedures. ASTM A746-D3 "Standard specification for Ductile Iron Gravity Sewer Pipe." ASTM A?1i5~Dfl "Standard Specification for Ductile Iron Culvert Pipe." ASTM A536 "Standard Specification for Ductile Iron Castings.“ Tyton Joint is U.S.Pipe’s trademark for pipe with a push-on type connection. Simplicity.sturdiness and watertightness are built into the system by design. Convincing proof of its worldwide acceptance is shown by the fact that more than 95%of the pipe now sold by U.5.Pipe is Tyton Joint. Tyton Joint Pipe is available in sizes 3"through 54".Sizes 3"through 42"are available in nominal 18-foot laying lengths.4"through SD“sizes,along with sizes 43"through 64",are available in nominal 2lIi~foot laying lengths. Tyton Joint Pipe in sizes 4"through 36"are UL listed,and sizes 4"through lo"are FM Approved. When Tyton Joint Pipe is used for bridge crossings or other above-ground installations.each length of pipe must be supported in a manner to restrict both vertical and horizontal movement. ATyton Gasket is the only accessory required when installing Tyton Joint Pipe.It is a circular rubber gasket that has a modified bulb shape in cross section.Gaskets are furnished in accordance with ANSIIAWWA C11 if A21.1.Composition and dimensions of the gasket have been carefuliy engineered to ensure a watertight and lasting seal.The standard Tyton Gasket is manufactured of 5BR —-styrene butadiene rubber.Gaskets of special elastorners may be ordered for special applications.The gasket contour and bell socket contour ensure that the gasket will remain seated during proper assembly of the pipe.Whenjoint restraint is required for push—on joint pipe, two options are available from U.S.Pipe.For joint restraint of 4"through 24", Field Lok 350 Gaskets may be used.Field Lok 350 Gaskets are rated for 350 psi in sizes 4"through 24".In addition,for 4"through 36"sizes,TR Flex Pipe and Fittings may be used,and for 30"through 64"sizes,HP Lok Pipe and Fittings may be used.TP.Flex Pipe and Fittings are rated for working pressures for 350 psi in 4"through 24"sizes,2513 psi in sizes 3D"through 36".For HP Lok Pipe and Fittings,the working pressure is 350 psi for 30"through 64“.For higher pressure applications contact your U.S.Pipe representative.Complete details on Field Lok 35D Gaskets,TR Flerc Pipe and Fittings,and HP Lok Pipe and Fittings can be found on our website.www.uspipe.com. NOTE:U.S.Pipe qualifies for Federal Procurement under Public Law hlo.94-581],HDTE:Each of the following is a nationally recognized standards organization: Section 6002,known as the Resource Recovery Act of 19?-o,since,due to American National Standards institute {ANSI},American Waterworks modem technology,recycled iron and steel scrap are used to a large degree in Association {AWWAL American Society for Testing and Materials |[ASTlv'l}, our Ductile iron Pipe production. The piain end of the pipe is furnished beveled or with a quarter eliipse on the Ni"5i°“Pl 5‘=""l'Ptl°"FP“"dPFiP"["551 FPHPFY MU“-‘Pl (ml edge to allow assembly.More than no years of successful errperience have proved its sealing capabilities.Hydrostatic tests have shown that the system will withstand pressures far in excess of rated pressures. Underwriters Laboratories {UL},National Fire Protection Association {l~lFPA], U.5.Pipe A Forrerro Eorrrpony 2 —WEE Pewter ""'5'""E55 THICKNESS oursiocoiiuiicrcii B"“"EL'”EIG"T PE“WEIGHT PER LENGTH wcisiir PIER LENGTH5'15 crass root La-I-LI-I LU TYTON JOINT“PIPE 54 0.34 55 0.32 56 0.40 3.96 3.96 3.96 "1.-3 "2.3 I8-F001 LAYING LENGTH 20-F0iI.'iT LA‘i’|i»iiL~.Ll;i~ioTH 220 "3.2 240 255 J5-hr -Iii.-'-lb -I5 -lb 51 0.26 4.30 52 0.29 53 .422 1 4-4 54 0.35 4.3I 55 0.33 56 0.41 .4-‘-‘.4’::P''-'-Eil3'll-2i_ii_ll_I'i_il'I_J "1.3 '2.e _23 's.0 "-5.1 'z.s 225 235 235 260 230 300 320 200 33.3 310 sso 355 U'i-C25-C2\C2'1C2’\C2"1 C21- 50 0.25 5 1 0.23 52 0.31 53 0.34 54 0.32 55 0.40 6.9I 56 0.43 6.90 6.9I P253‘‘-Q"-Q i_i1_i-r_rr_i-r_i-=i_i 6.0 6.91 21 "6.0 '2.3 "9.6 .4 23.2 25.0 26.2 305 335 320 400 435 465 335 320 410 445 430 515 495 550 W. DD oooooooooo so 0.22 0.05 s1 i0;3L 0.05 s2 _0.53 __0.05 ss oars 0.05 0.05 0.05 54 0.39 9.05 22.3 i 2!-iii 22.2 30.1 32.5 34.3 32.2 430 425 425 525 520 560 525 620 605 620 650 220 690 265 DDDDDDD i i fl F F F 55 0.42 56 0.45 5°are 1 51 0.32 '‘. 52 0.35 "". 53 0.33 "". 54 0.41 ‘". 55 0.44 "". 56 0.42 "".T 1—|.l.—|.-—l| 11:!11:!11:!11:!1:!I3 NOTE:Thicknesses and dimensions of 3"through 64"ductile iron ‘Tolerance of 0.0.of spigot end:3-12 in.,10.06 in.,:14-24 in pipe conform to AN5ii'AW'iAlA Cl 512A21.5l .Weights may vary from +0.05 in.,-0.03 in.;30-43 in.,+0.03 in.,-0.06 in.;54-64 in , 30.1 33 36.2 39.2 42 1 45.1 43.0 the standard because of differences in bell weights.+0.04 in.,-0.10 in. “Including bell;calculated weight of pipe rounded off to nearest 5 lbs. 520 625 630 230 235 340 390 Table continued on next page P U.5.Pipe A Foiterro -Cornpony 52.‘? 690 rso 010 azo 030 000 _"-mi P0005 SIZE THICITN ESS BARREL WEIGHT PER 12. .1? ‘I2 12 12. 12 12 TYTON JOINT“PIPE THICKNESS UUTSIDE DIAMETER WEIGHT FER LENGTH WEIGHT PER LENGTHCLAS5FO0T 50 0.31 "3.20 51 0.34 "3.20 52 0.32 "3.20 53 0.40 "3.20 54 0.43 "3.20 55 0.46 "3.20 56 0.49 "3.20 33.4 42.0 45.6 49.2 52.3 56.3 59.9 is-soor tnviivo LENGTH so-roor La-rii-10 ceiierii 225 S00 290 355 920 935 1 045 1 1 10 325 945 "015 "090 "160 "230 I -P-PiF F‘-Pi F -I1 .1-=I.i=Iai 50 _0.33 "5.30 51 0.36 "5.30 52 0.39 "5.30 53 0.42 "5.30 54 0.45 "5.30 ss 0.43 __-s.so 56 0.51 "5.30 42.5 51 .2 55.9 60.1 64.2 63.4 22.5 910 935 "060 "135 "210 "235 -aso "005 "090 "120 "255 "340 "420 i"-'E=§i:is"i 16 16 16 16 16 16- ,16. 50 0.34 "2.40 51 0.32 "2.40 52 0.40 ‘2.40 53 0.43 "2.40 54 0.46 "2.40 55 0.49 "2.40 so 0.52 -2.40 55.3 60.6 65.4 20.1 24.9 29.2 34.4 -oss -150 -240 -525 -41 0 -405 -sao -1 rs -225 -520 -405 "560 ".43?-250 1. 1 1 1 11 1 |.|-so D015-9% 13 50 0.35 "9.50 51 0.33 "9.50 52 0.41 "9.50 53 _0.44 "9.50 54 0.42 "9.50 55 0.50 "9.50 S6 0.53 "9.50 64.4 69.3 25.2 30.6 36.0 91 .3 96.2 "225 "325 "420 "520 "615 "210 "305 "355 "465 "520 "630 "235 "395 2000 Table continued on next page.It NDTE:Thicknesses and dimensions of 3"through 64"ductile iron pipe “Tolerance of 0.0.of spigot end:3-1 2 in.,:i:0.06 in.;14-24 in.+0.05 conform to ANSIIAWWA C151.iA21.51.Weights may vary from the in.,-0.00 in.;30-43 in.,+0.08 in.,-0.06 in.;54-64 in.+0.04 in.,-0.10 in. 514I'l94"?I P493959 PTPITTETEPPE5 I"PPII W9I9I“-5-hlncluding bell;calculated weight of pipe rounded off to nearest 5 lbs. To learn more visit our website at www.uspipe.con-1 SUGGESTED SPECIFICATION FUR PROTECTO 401 INTERIOR LINING FOR DUCTILE IRON PIPE AND FITTINGS I.Bondition of Ductile Iron Prior to Surface Preparation All Ductile Iron pipe and fittings shall be delivered to the application facility without asphalt,cement lining,or any other lining on the interior surface.Because complete removal of old linings may not be possible,the intent of this specification is that the entire interior of the Ductile Iron pipe and fittings shall not have been lined with any substance prior to the application of the specified lining material and no coating shall have been applied to the first six inches of the exterior of the spigot ends. ll.Lining Material The standard of quality is PHDTEBTU 401 Ceramic Epoxy.The material shall be an amine cured novalac epoxy containing at least 20%by volume of ceramic quartz pigment.llny request for substitution must be accompanied by a successful history of lining pipe and fittings for sewer service,a test report verifying the following properties and a ceititication of the test results. II.A permeability rating of 0.00 when tested according to the procedure described in Method it of ASTME 95. Procedure A with a test duration of 30 days. B.The following tests must be run on coupons from factory-lined Ductile Iron pipe. 1.ASTM B 117 Salt Spray {scribed panel} Results to equal [ll]undercutting after lwo years. 2.llSTli1 E 95 Cathodic [lisbontlment {l.5 volts at 77°F) Results to equal no more than D5 mm undercutting alter 3D days. 3.Immersion Testing Hated using ASTM D ?14. a.20%Sulfuric llcid llo effect atler two years. b.l4l]°F 25%Sodium Hydroxide lllo effect after two years. c.lE[l“F Distilled Water [scribed panel} lilo effect after two years. d.l2[l“F Tap Water [scribed panell l'.l.[l undercutting alter two years with no effect. B.Abrasion Resistance Less than .D?5 mm [3 mils)loss alter one million cycles on a :22.5“sliding aggregate slurry abrasion tester using a sharp natural siliceous gravel with a particle size between 2 mm and 10 mm [European Standandard Sll598l. Ti‘?FLEJF‘-'&Ffftfl {UK .5'5tF‘are Registered Trademarks of U..S'.Pipe and Foundry Company. U.S.PIPE PHIJTEGTD 401 liilll-‘ifll'33-3W SUGGESTED SPECIFICATION FOR PROTECTO 401 INTERIOR LINING FOR DUCTILE IRON PIPE AND FITTINGS tcour.) IH.Apphcafion A.Applicator The lining shalt be applied by a certified firm with a successful history of applying linings to the interior of Ductile Iron pipe and fittings. B.Surface Preparation Prior to abrasive blasting,the entire area to receive the protective compound shall be inspected for oil,grease,etc.Any areas where oil or grease is present,or any substance which can be removed by solvent,shall be solvent cleaned to remove these substances.After the surface has been made free of grease,oil or other substances,all areas to receive the protective compounds shall be abrasive blasted using compressed air nozzles with sand or grit abrasive material-The entire surface to be lined shall be struck with the blast media so that all rust,loose oxides,etc.,are removed from the surface.Only slight stains and tightly adhering oxide may be left on the surface.Any area where rust reappears before lining must be reblastetl. C.lining After surface preparation.the interior of the pipe shall receive AD mils nominal dry film thickness of PFIDTECTD 401. Np lining shall be applied when the substrate or ambient temperature is below 1-’i[l"‘F.The surface also must be dry and dust free-If flange pipe or fittings are included in the project,the lining shall not be used on the face of the flange. D.Coating of Bell Sockets and Spigot Ends Due to the tolerances involved.bell interior and spigot exterior up to E»inches baclr from the end of the spigot end must be coated with B mils nominal,ill mils maximum PRDTECTO Joint Compound.The Joint Compound shall be applied by brush to ensure coverage.Care should be talren that the Joint Compound is smooth without excess buildup in the gasiret seat or on the spigot ends.Coating of the gasket seat and spigot ends shall be done after the application of the linings. E.Number of Coats The numberof coats of lining material applied shall be as recommended by the lining manufacturer.However,in no case shall this material be applied above the dry thiclrness per coat recommended by the lining manufacturer in printed literature. The maximum or minimum time between coats shall be that time recommended by the lining material manufacturer. No material shall be used for lining which is not indefinitely recoatable with itself without roughening of the surface. F.Touch-Up Er Repair PROTECTO lolnt Compound shall be used for touch-up or repair in accordance with manufacturers recommendations. Ti?FLEX”zfl FiEtl.'Il ttiif 350 are Registered Trademarirs oi U 5'Pipe and Foundry Company U.5.PIPE PHDTEGTI]4[I1 if "-ll5£lI'~1'I 39'? SUGGESTED SPECIFICATION FOR PROTECTO 401 INTERIOR LINING FOR DUCTILE IRON PIPE AND FITTINGS room.) G.High Pressure Cleaning Guidelines for Pressure Cleaning the Internal Diameter of Ductile Iron Pipe The Ductile iron Pipe Research Association land its Member Companies},Federal Signal Corporation land its subsidiaries llactor,Elgin,Guzzler,letstream Er Ravel,and lnduron Coatings inc.participated in a pressure cleaning research program that was conducted by the Missouri University of Science and Technology —High Pressure Waterjet Laboratory. The test program included asphaltic seal coated cement-mortar lined and Proteeto tltll lined Ductile Iron pipe which resulted in guidelines for the pressure cleaning of the inside diameters of Ductile Iron pipe.Through a collaborative effort with the organizations above and the City of Moline,Illinois.field tests were conducted and the guidelines verified as effective and safe for cement-mortar and Protecto rllll lined ductile iron pipe. Guidelines are as follows: l.‘he nozze shall be configured with fan jets only {no round ietsl. 2.The fan jets should be oriented at a maximum angle of 30 degrees to the pipe wall. 3."he nozz e shall be a minimum of2 inches standoff from the pipe surface. 4.The nozz e assembly shall be self-rotating and incorporate a rotational control mechanism -target speed of 30 rpm. 5.“he water pressure at the nozzles shall be no more than 2,50!)psi- E.The nozzle assembly shall have non-abrasive wheels andior LIHMW luttraehigli molecular weight]polyethylene sliids positioned so that at no time does the nozzle assembly contact the lining of the pipe. 'i'.The nozzle assembly shall continually move when pressure washing with no hesitation in the pipe. B.All hose couplings,hoses,etc.shall be smooth so as to facilitate movement across the pipe joints without creating damage to the lining. Pipe diameters of 2rl-inch and larger may require additional passes for effective cleaning. Vector Blue Twister Nozzle (or equal)and appropriate assembly Although research shows no significant damage in testing.the decision to pressure wash,if made by the customer,engineer. or installer,may present some risli of damage to the Protecto dill. Any such rislr is dependent on water pressure,speed,jet design and angle to the lining,distance of the jet from the lining, type of lining,and other factors.DIPF-tA does not warrant or guarantee the result or assume any risii associated with pressure washing. TR FLIEJP-'zfl FiEtl.'Ii ttiif .5'5tF‘are Registered Trademariis oi f.f..S'.Pipe and Foundry Company. U.S.PIPE PROTECTO 401 flilfl-‘-'ifll'33-Elli? SUGGESTED SPECIFICATION FOR PROTECTO 401 INTERIOR LINING FOR DUCTILE IRON PIPE AND FITTINGS (cont) Ill.Inspection And Certification A.Inspection I.All Ductile Iron pipe and fitting linings shall be checked forthiciiness using a magnetic film thickness gauge. The thicliness testing shall be done using the method outlined in SSPB PA-2 Film Thickness Rating. 2.The interior lining of all pipe and barrels and fittings shall be tested for pinholes with a nondestructive 2,50tl volt test. Any defects found shall be repaired prior to shipment. 3.Each pipe joint and fitting shall be marked with the date of application of the lining system along with its numerical sequence of application on that date and records maintained by the applicator of his work. B.Certification The pipe or fitting manufacturer must supply a certificate attesting to the fact that the applicator met the requirements of this specification and that the material used was as specified. C.Handhng PROTECTO dill Lined Pipe and Fittings must be handled only from the outside of the pipe and fittings.No forks.chains, straps,hooks.etc.shall be placed inside the pipe and fittings for lifting,positioning or laying. U.S.PIPE PROTECTO 401 ti5‘f|3fll'Tr3-Nil Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) 899 1 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F 1336 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. 3.0 Injection Molded Fittings are produced in sizes 4" through 12" diameter. Fabricated Fittings are produced in sizes 4" through 27" diameter. A 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 resistance chart for suitability. 5.0 Marking. GPK fittings shall be marked with applicable size, "PVC", company name or logo, PSM and the ASTM specification number (D 3034, F 1336 or F 679). The fittings and/or packaging shall include the manufacturer's date and shift code. 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 1/2% of base ID as shown in Table XI.I 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 between the fitting and trench wall. A cushion of approved material up to a minimum of 12" over the fittings and between the trench walls shall be applied in accordance with the engineers' specifications. 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 at the property line and should be laid in straight alignment and uniform slope of not less than 1/4" per foot for 4" nominal pipe and 1/8" per foot for 6" pipe. Where collection sewers are deeper than 7 feet a vertical standpipe of 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 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 prevent the newly backfilled trench from becoming a "French Drain." Before backfilling 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 compaction. Tamping should be done in 4" layers and continued in this manner all the way up to 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. We warranty our products to be free of manufacturer's defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. SDR 35 / PS46 FITTING SPECIFICATIONS 2 899 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 sizes 4" through 12" diameter. Fabricated fittings are produced in sizes 4" through 27" diameter. 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 or12364 as defined in ASTM D 1784. 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. Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4" - 5" 150 Ft-Lbs 6" - 8" 210 Ft-Lbs 10" - 27" 220 Ft-Lbs Impact Resistance:Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb. Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4" 50 Ft-Lbs 6" - 8" 75 Ft-Lbs 10"-12" 90 FT-Lbs Pipe Stiffness: Extruded components are tested in accordance with ASTM D 2421. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679 of 46 psi. 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 + 10 minutes deflected @ 10.8 psi. Vacuum: 10 minutes @ 22" Hg + 10 minutes deflected @ 22" Hg. 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 F1336 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 @ 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 surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches surface area which can be bonded to pipe. GPK does not recommend gasket skirts where air tests are required. GPK FITTING SUBMITTAL SHEET GSeries Our branch intersections are reinforced against stress and breakage to a degree never before available in a PVC sewer fitting. This means the weakest point of competitors’ fittings is just another strong point in Plastic Trends’ fittings. Form #0280 Rev. 2/06See available configurations on the opposite side of this sheet. FITT I NGS Science • Technology • InnovationSTI SDR 35 PVC STI™ Gasketed Sewer Fittings Injection Molded in Sizes 4” – 12” (Fabricated sizes 15” - 36” are available) Features • 4” - 6” reducing branches on 8”, 10” and 12” fittings have a minimum wall thickness of SDR 18. • Extended Pre-Alignment Entrance. • PVC One-Piece Injection Molded. • High Performance Gasket. • Generously Blended Branch Intersections. • Square Pipe Stop. • Specially Formed Raceway. • Heavy Duty Support at Branch Intersections. • Rounded Edges to Minimize Stress Points. Applications STI™ Gasketed Sewer fittings are intended for non-pressure drainage of sewage and surface water. The Next Generation STI™ fittings are the next generation of strength and quality in gasketed sewer fittings. They combine the latest in research and development, optimizing the best of today’s Science, Technology and Innovation. Triple Certification Listing STI™ fittings are the only fittings in the industry with triple certification listing. They are third party tested and listed by NSF, UPC and CSA to meet specifications defined in ASTM D 3034, ASTM F 1336 and CSA B182.2, where applicable. New Features A one-piece integral bell and an extended pre-alignment entrance aids in proper alignment of pipe and fittings. In addition to scientifically formulated resins, square pipe stops resist pipe push-through while extra heavy support is provided under the pipe stop at branch intersections for added strength. Setting The Standard As the only manufacturer to offer a complete new line of innovative gasketed tooling, Plastic Trends sets the standard for PVC fittings produced in the industry. STI™ gasketed sewer fittings represent the latest evolution in PTI’s continuous effort to offer the most technologically advanced fittings available. If you specify, distribute or install gasketed sewer fittings, demand the most advanced fittings available, STI™. Plastic Trends supplies the only fittings with Triple Certification listing GSeries TEE GxGxG TEE GxSxG TEE W/DWV BRANCH GxGxDWV H SANITARY TEE GxGxG SANITARY TEE GxSxG WYE GxGxG WYE GxSxG WYE W/DWV BRANCH GxGxDWV H COMBO WYE & 1/8 BEND GxGxG DOUBLE WYE GxGxGxG DOUBLE WYE GxSxGxG 2-WAY CLEANOUT GxGxG 2-WAY CLEANOUT (DWV) G x G x DWV G CAP G SPIGOT PLUG S TEMPORARY PLUG S REPAIR COUPLING GxG STOP COUPLING GxG CONCENTRIC INC. COUPLING GxG ECCENTRIC INC. COUPLING GxG CONCENTRIC INC. BUSHING SxG ECCENTRIC INC. BUSHING SxG ADAPTER SWR S x DWV G DWV ADAPTER SLEEVE DWV S x SWR G RISER ADAPTER SxS DWV ADAPTER SWR G x DWV G ADAPTER SWR S x SWR G ADAPTER SWR H x SWR G SW ADAPTER SWR S x DWV G DWV ADAPTER SWR S x DWV H DWV ADAPTER SWR H x DWV G ADAPTER SWR S x SWR H 1/4 BEND GxG 1/4 BEND GxS 1/4 BEND LONG GxG 1/4 BEND LONG GxS 1/8 BEND GxG 1/8 BEND GxS 1/16 BEND GxG 1/16 BEND GxS Plastic Trends, Inc. 56400 Mound Road Shelby Twp., MI 48316 586.781.2700 • 800.232.5690 Fax: 586.781.0888 www.plastictrends.com SDR 35 PVC STI™ Gasketed Sewer Fittings Injection Molded in Sizes 4” – 12” Fabricated in Sizes 15” – 36” For additional configurations, list prices and dimensional drawings visit www.plastictrends.com Configurations Available IN-LINE BACKWATER VALVE GxG TERMINAL BACKWATER VALVE GxG Short Form Specifications 4” through 12” injection molded gasketed SDR 35 sewer fittings shall be manufactured in accordance with ASTM D 3034, ASTM F1336, and CSA B182.2. They shall be injection molded from virgin PVC compound having a cell classification of 12454 or 13343 in accordance with, and certified by the National Sanitation Foundation (NSF), to meet ASTM D 1784. Gaskets shall be manufactured in accordance with ASTM F 477 or ASTM F 913. Gaskets shall be firmly seated in fitting in order to ensure proper installation and to prevent dislocation or misalignment during system assembly. Gasket joints must comply with ASTM D 3212 Internal Pressure Test (exfiltration) and Vacuum Test (infiltration) at 5 degrees of gasket joint deflection. Where available, reducing branches on injection molded 8”, 10”, and 12” tees, wyes, and tee-wyes shall be minimum DR18 wall thickness in the reducing branch body and reducing branch hub below the gasket race. Gasketed SDR 35 sewer fittings shall be certified by the National Sanitation Foundation (NSF) and, in applicable configurations, by the International Association Of Plumbing And Municipal Officials (IAPMO) to meet ASTM D 3034, and by the Canadian Standards Association (CSA) to meet CSA B182.2. Triple Certified Listing PIPE SIZE (IN) AVERAGE O.D. (IN) NOM. I.D. (IN) MIN. T. (IN) MIN. E (IN) APPROX. D9 (IN) APPROX. WEIGHT (LBS/FT) SDR 35 (PS46) ASTM D3034 4 4.215 3.975 0.120 3.50 4.695 1.05 6 6.275 5.915 0.180 4.25 6.995 2.36 8 8.400 7.920 0.240 4.75 9.360 4.24 10 10.500 9.900 0.300 6.00 11.700 6.64 12 12.500 11.780 0.360 6.25 13.940 9.50 15 15.300 14.426 0.437 7.25 17.048 14.19 SDR 26 (PS115) ASTM D3034 4 4.215 3.891 0.162 3.50 4.863 1.40 6 6.275 5.793 0.241 4.25 7.239 3.11 8 8.400 7.754 0.323 4.75 9.692 5.63 10 10.500 9.692 0.404 6.00 12.116 8.84 12 12.500 11.538 0.481 6.25 14.424 12.56 15 15.300 14.124 0.588 7.25 17.652 18.90 PS46, ASTM F679 18 18.701 17.629 0.499 8.00 20.845 21.43 21 22.047 20.783 0.588 9.50 24.575 29.88 24 24.803 23.381 0.661 9.60 27.647 38.96 27 27.953 26.351 0.745 10.10 31.157 49.47 30 CIOD 32.000 30.194 0.853 16.75 35.612 64.18 36 CIOD 38.300 36.042 1.021 19.02 42.816 93.00 42 CIOD 44.500 41.948 1.187 22.43 49.604 — 48 CIOD 50.800 47.888 1.355 24.78 56.624 — PS115, ASTM F679 18 18.701 17.261 0.671 8.00 21.581 28.49 21 22.047 20.349 0.791 9.50 25.443 — 24 24.803 22.891 0.889 9.60 28.627 — 27 27.953 25.799 1.002 10.10 32.261 — 30 CIOD 32.000 29.070 1.148 16.75 36.348 — 36 CIOD 38.300 35.464 1.373 19.02 45.438 — 42 CIOD 44.500 41.072 1.596 22.43 51.356 — 48 CIOD 50.800 46.886 1.822 24.78 58.628 — SUBMITTAL AND DATA SHEET GRAVITY SEWER DR 35 Pipe Conforms to ASTM D 3084 and ASTM D 1784,cell class 1 2454 or 12364 Gasket conforms to ASTM F 4'77 -Standard color of pipe is green -Product manufactured with one integral gasketed bell standard per iength -Pipe is produced in 14-foot andfor 2U—foot laying lengths -{J3 Gasketed Sewer PVC “e""‘“g*“*lo ........._Aatl-tore -Each spigot end is beveled to facilitate assembly and reference marked to indicate proper insertion depth Part Number Trade Size Length (feet) Dimensions (inchea)Minimum Approximate Standard Crate 0.0. (ave) l.D.Wall Weight Per Quantity (approx)(inches)100 (lbs)(feet) 304001 4G 8040020G 4 14 20 4.215 3.96 0.120 10? 1,176 1,580 8060014G 3060020G 8 14 20 E-.2?5 5.80 0.180 244 480 700 308001 4G 308002003 8 14 | 20 8.400 7.80 0.240 445 280 400 8010001413 10 14 1 0.500 0.88 0.800 890 168 3012001-4G 12 14 12.500 11.374 0.360 1 .003 112 3015001-4G 15 14 15.300 14.3‘?0.43‘?1,491 84 www.heritagepiastics.com I-810W Sewer Pipe D3034 Gasketed Data Sheet (1 1 18] Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) Product Standard: Pipe Compound: Gasket: Integral Bell Joint: Pipe Stiffness: Pipe Length: Installation: ASTM 3034 (4”–15”) ASTM F679 (18”–48”) ASTM D1784 Cells Class 12454 or 12364 ASTM F477 ASTM D3212 ASTM D2412 F/Y = 46 PSI or 115 PSI 14 or 20 feet laying length ASTM D 2321 JM Eagle™ Installation Guide I.D. : Inside Dameter O.D. : Outside Diameter T. : Wall Thickness D9 : Bell Outside Diameter E : Distance between Assembly Mark to the end of spigot. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) northern pipe productsGasketed Sewer Pipe May-2015 | 1302 39th St NW, Fargo, ND 58102 | 701-282-7655 | 800-747-7655 | Fax: 701-282-2887 www.northernpipe.com u PVC GRAVITY SEWER PIPE | Gasketed Pipe Specifications Northern Pipe Products PVC Gasketed Sewer Pipe 4” through 15” meets all dimensional and physical specifications of ASTM D-3034. 18” through 24” sewer pipe meets all dimensional and physical specifications of ASTM F-679. 4” through 24” SDR-35 sewer pipe products are available with the CSA (Canadian Standards Association) mark of acceptance. All Gasketed Sewer Pipe is manufactured to laying lengths. u ASTM D-3034 | Gasketed Sewer Pipe NOMINAL PIPE SIZE (IN.) PIPE OUTSIDE DIAMETER (IN.) SDR-35 SDR-26 MINIMUM WALL (IN.) POUNDS PER FOOT MINIMUM WALL (IN.) POUNDS PER FOOT 14’ LENGTH 20’ LENGTH 14’ LENGTH 20’ LENGTH 4”4.215".120"1.04 lbs.1.03 lbs..162"1.38 lbs.1.36 lbs. 6”6.275".180"2.32 lbs.2.30 lbs..241"3.08 lbs.3.06 lbs. 8”8.400".240"4.18 lbs.4.13 lbs..323"5.57 lbs.5.50 lbs. 10”10.500".300"6.55 lbs.6.46 lbs..404"8.74 lbs.8.64 lbs. 12”12.500".360"9.36 lbs.9.22 lbs..481"12.41 lbs.12.28 lbs. 15”15.300".437"13.97 lbs.13.75 lbs..588"18.65 lbs.18.40 lbs. Note: 4” and 6” diameter SDR-28 with the Canadian Standards Association mark of acceptance is available on special order. u ASTM F-679 | Gasketed Sewer Pipe NOMINAL PIPE SIZE (IN.) PIPE OUTSIDE DIAMETER (IN.) SDR-35 (PS 46)SDR-26 (PS 115) MINIMUM WALL (IN.) POUNDS PER FOOT MINIMUM WALL (IN.) POUNDS PER FOOT 14’ LENGTH 20’ LENGTH 14’ LENGTH 20’ LENGTH 18"18.701".536"21.03 lbs.20.70 lbs..720"27.90 lbs.27.51 lbs. 21"22.047".632" 29.62 lbs.N/A .849"39.40 lbs.N/A 24"24.803".711"37.40 lbs.N/A .954"49.80 lbs.N/A northern pipe productsGasketed Sewer Pipe May-2015 | 1302 39th St NW, Fargo, ND 58102 | 701-282-7655 | 800-747-7655 | Fax: 701-282-2887 www.northernpipe.com u PVC GRAVITY SEWER PIPE | Gasketed Joint Specifications Northern Pipe Products PVC Gasketed Sewer Pipe is manufactured with gasketed joints conforming to ASTM D-3212. The rubber gaskets are manufactured to conform to the requirements of ASTM F-477 (Standard Specification for Elastomeric Seals for Joining Plastic Pipe). Northern Pipe Products employs the Rieber Gasket System. The Rieber joining system is a factory made “locked-in” flexible elastomeric seal. The gasket is installed in the bell race during manufacture of the joint. It should not be removed for any reason, destruction of the joint occurs. u LOCKED-IN GASKET JOINT NOMINAL PIPE SIZE (IN.) DIMENSIONS (IN.) (A) GASKET GROOVE (RACE) OUTSIDE DIAMETER (B) LIP LENGTH (C) GASKET GROOVE (RACE) LENGTH (D) OVERALL JOINT (E) SPIGOT INSERTION DEPTH 4"5.300"1.000".750"4.000"3.000" 6"7.500"1.250".875"4.250"3.250" 8"10.000"1.500".875"5.625"4.625" 10"12.350"1.500"1.000"6.250"5.250" 12"14.500"1.500"1.125"6.375"6.375" 15"17.500"1.750"1.400"7.000"6.000" 18"21.125"2.000"1.500"7.500"6.500" 21"24.750"3.000"1.725"10.000"9.000" 24"27.750"3.000"1.900"10.000"9.000" A. Gasket Groove (Race) Outside Diameter B. Lip Length C. Gasket Groove (Race) Length D. Overall Joint E. Spigot Insertion Depth B C D E A Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) IPEX USA LLC 3 Place du Commerce, Suite101, Île-des-Soeurs, Verdun, PQ, Canada H3E 1H7  (514) 769-2200  (800) 363-2620 FAX (514) 769-1672 www.ipexamerica.com GASKETED SEWER PIPE1 LETTER OF COMPLIANCE Scope: This letter of compliance covers the requirements for PVC Ring-Tite SDR28 and SDR35 Gasketed Sewer Pipe. These products meet or exceed performance standards set by the American Society for Testing and Materials (ASTM), the Bureau de normalization du Quebec (BNQ), and the CSA International (CSA). Ring-Tite Gasketed Sewer Pipes are suitable for conveyance of industrial, sanitary and storm-water sewage and is available in the following sizes: SDR28 4”, 5” and 6” (100 mm, 125 mm & 150 mm) SDR35 4” through 42” (100 mm – 1050 mm) SDR41 8” through 48” (200 mm – 1200 mm) Material: PVC Poly(Vinyl Chloride) used in the manufacturing of Ring-Tite Gasketed Sewer Pipe complies with ASTM D 1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds, having a cell classification of 12454 or 12364. Gasket materials used in the manufacturing of Ring-Tite Gasketed Sewer Pipe complies with the following requirements: ASTM F 477 “Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe” for low-head applications or, ASTM F 913 “Standard Specification for Thermoplastic Elastomeric Seals (Gaskets) for Joining Plastic Pipe” Extruded Pipe: Extruded Ring-Tite Gasketed Sewer Pipe conform to the following standards: ASTM D 2412 “Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading” ASTM D 3034 “Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings” ASTM D 3212 “Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals” ASTM F 679 “Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings” BNQ NQ 3624-60 “Plastic Pipe – Load Deflection Test” BNQ NQ 3624-130 “Piping – PVC Plastic Rigid Pipe and Fittings, 150 mm in Diameter or Smaller for Underground Sewage Application” 1 Products are manufactured by IPEX Inc. and/or IPEX USA LLC. Page 2/.. Ring-Tite Gasketed Sewer Pipe IPEX USA LLC 3 Place du Commerce, Suite101, Île-des-Soeurs, Verdun, PQ, Canada H3E 1H7  (514) 769-2200  (800) 363-2620 FAX (514) 769-1672 www.ipexamerica.com BNQ NQ 3624-135 “Unplasticized Polyvinyl Chloride (PVC) Pipe and Fittings, 200 mm in Diameter or Larger, for Underground Sewage and Soil Drainage” CSA B182.2 “PVC Sewer Pipe and Fittings (PSM Type)” Lubricant: All Ring-Tite Gasketed Sewer Pipe must be assembled using PVC pipe lubricant. Markings: Ring-Tite Gasketed Sewer Pipes are marked as prescribed in the above applicable standards to indicate size of the pipe, material designation, compliance to standard, and manufacturer’s name or trademark. Color Coding: Ring-Tite Gasketed Sewer Pipe is color-coded green for SDR35 and white for SDR28 & SDR41. Yours truly, Frank Yorio Senior Vice President, Operations Issue Date: 2011-11-09 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) THELLEBURG PIPE SEALS Most widely used flexible connector in sanitary sewer applications throughout the world Easy-to-Install Meets the specifications of ASTM C923 PATENT Patented Waveband tech- nology creates a more effective seal by con- centrating the com- pressive force of the expan- sion band.The rubber is "captured"between the band and the concrete. ORDERING INFORMATION Kor-N-Seal I:106/406 Series Pipe-to-Manhole Con- nector. The106Seriesconnectoris8incheslong,the406Series connector is 6 inches long.The number following the hyphen in our model numbers is the required hole size. l®l RECOMMENDED TORQUE VALUES Connectors with 8"hole size and smaller:Steel Wedge -1/2"Socket Wrench -8 ft.lbs. Connectors with 10-20"hole sizes: Ex Series -1/2 "Socket Wrench -12 -20 ft.lbs. Steel Wedge -1/'2"Socket Wrench -12 ft.lbs. Preset torque limiters are available. Contact Customer Service at 1-800-626- 218O for more information. FOR LARGER PIPE SIZES REFER TO KOR-N-SEAL ll SERIES CONNECTORS 206 Series -For pipe sizes 15"-51"in diameter. Larger sizes available-contact Customer Service. 306 Series -To fit larger pipe into smaller diameter manholes. 506 Series -Designed specifically for stormwater applications USING CORRUGATED PIPE Adapters are required when using Corrugated Pipe. Refer to the Corrugated Pipe Adapter Data Sheet for details. WEDGE STYLE CONNECTORS EX SERIES PLASTIC OR STAINLESS STEEL Installation requires a 1/2"socket wrench fit preset torque limiter. .1.5fl--1-.BO ‘Y5-IOGZ-TM-W-S T" "'4.;20.-6-4U-51U'6.'-.&5RW3-131"" 5.»lQ'~5-.99 -51-0!5-'.3.W$-‘B’ :-*-T‘5-U-'-E-:l:.2-fi's4c-s-tow 10" i'-"7'.5O'-.-'<B'5-.Tii1'-S3iifi6:I-10.-5'W' -*'F.50'—'9fflO".514-O.fii11AW 11"' '1‘-$.50-T.Ofl Si¢.flB§12BW 1'2"" '-*r.eo¢e;ot1-..$4£i6=12AW 12* sjs.?_5-to :11 sins-mw mt *=si25-ens sios-iew 12%’ *e=s_o-':l‘.1.2s's-ins-ttfifew 1'6" *'13.00+-14.20 .S1f}6-16W 16’-‘ ‘*1es;n.1t-cc fizoei-eonw 210'"- Ftefer to Recommended installation Instructions. *These sizes available in Plastic "EX"Wedge or Steel Wedge. TOGG LE STYLE CONNECTORS (JACK-IN-STYLE) Installation requires a hydraulic jack assembly. 1.50-4.30 ‘S106-TMT T’ -4:2-O-5.4-.01 5105-BSHT B.” 5;-10~5.Q_O .$_‘lOB~BT '3'-' r;-so-s.-4o s-to ‘sect ':_LD"' ?.=50"-3.90 S-@'O641O";-5T 101F* T.-5E'i—Q.O.D 5'40'B.~1’lAT '11” 6-.Ufl-KOO S4_QB_-¥12€TT''12" ?.i50-943.5 $40.6-12AT' 5.75-'r._'o.n s1o._e-5.2 er 1:2?" 3.25-9.75 5S1O.B‘-12-T 12" -e.5e¥11.e-5 s-ice-ieer "1s*' "1.3_.OQ-14.50 S'1OEi1BT "16" Fiefer to Recommended lnstallaticn Instmctions.To Install ?”&B"Togg|e Style Connectors:Expander Assembly (p/n H1225)B’Extension (pin 13808} Refer to 206 or 306 Series for larger diameters. Covered under U.S.Patent No.5,338,359 TRELLEBORG Kor-N-Seal®W Product Line TRELLEBORG PERFORMANCE Performed on all standards sizes of Kor-N-Seal Connectors Technical Specifications Head Pressure E923 —11 D“-13 psi {I-ll]ft}for 10 min.+13 psi for 10 min. T"-1D psi (23 ftl for 10 min.+10 psi for 10 min. Deflection Test C923 -12.2 T“in any direction Over T‘in any direction Load Test C923 -12.3 150 lbsfin.pipe dia.Over 150 lbs/in.pipe dla. RESILIENT RUBBER MATERIAL Conforms to ASTM C923 ASTM Method Test Requirements l<.or—i~l-Seal Products Chemical Resistance l N Sulfuric Acid 1 N Hydrochloric Acid Tensile Strength Elongation at Break Hardness Accelerated Elven-Aging Compression Set Water Absorption Ozone Resistance D543,at 22°C for 43 I1 D412 D2240 [shore A durometer} D5173 TU t 1"G for T days D395,method B,at TOT for 22h D471,immerse El.?5 by 2-in. specimen in distilled water at 70°C for 48 D1171 No welg ht loss No weight loss 1200 psi 350%min :|:5 from the manufacturer's specified hardness Decrease of 15%,max.of original tensile strength.decrease of2l1l% max.of elongation Decrease of 25%,max.of original deflection Increase of 10%,max.of original by weight Rating 0 Low-temperatu re Brittle Point BT46 No fracture at -40“C Tear Resistance D624,method B 200 lbffin. 300 SERIES STAINLESS STEEL Conforms to ASTM C923,ASTM A666 and A240 *<@-one P"-We Tensile Strength ‘field Strength {min.} zs.ooo psi ao,ooo pal Elongation in 2"(min.'36)40% Hardness Rockwell "B"95 WWW.TRELLEBClRG.COMfPlPE-SEALS No weight loss No weight loss if-B0 psi 500% 4515 10.1%tensile decrease 4% elongation decrease 13%decrease .89-6 increase Ratingfl No fracture at -40°C No tear at 210 lhffin. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) 23U -ANSI/AWWA C153/A2153 fil Mechanical Joint Compact Ductile Iron Fittings TYLER U N ION““':"‘*:““’*°:“ Quality Waterworks Products ‘:|DOMESTIC E NDN_DDMES.nc SUBMITTAL:C153 MECHANICAL JOINT PRODUCT SIZES: STANDARDS: MATERIAL: PRESSURE RATING: DEFLECTION: NSF-51 81 NSF372: ASPHALT COATING CEMENT LINING: EPOXY COATING: BARE FITTINGS: FASTNERS: INSTALLATION: [Current revisions for the noted Standards Hfifillfi 2”-54"(2”not included in ANSI/AWWA C153 standard] ANSIIAWWA C153/1121.53,NFPA13j'24,3”-15"UL ancl 3“-1o”FM listed 8.approved {File -Tvler Union} Cast of ASTM A535 qualified ductile iron.Date code is cast on and required for traceability. *Flanged fittings rated at 250 psi.Mechanical joints 2“—24"rated at 350 psi and 30“—45"at 250 psi. *Note:With rubber annular ring flange gasket,2“—24”Flanged fittings can be rated at 350 psi. Note:Wves over 12”are not pressure rated.Contact Tvler Union for rating in vour application. Joint deflection 5"max for 2"—12”and 3°max for 14”—48".Reduces by 50%at nominal pipe Si fitting diameters Meets all requirements including Annex G,Tvler Uniorfs Underwriters Laboratorv listing lvlH1E439. :Per ANSI,/AWWA C1041'A21.4 and ANSI/IAWWA C153,/A21.53. Per ANSI/AWWA C104/A21.4,with double cement lining available upon request. Fusion bonded epoxy per ANSI/'AWWA C116,/A21.16.Additional coatings available upon request. Available upon request. High strength low allov weathering steel per ANSI/AWWA C111/A2111 and ASTM A242 Install per AWWA C600fC551 using pipe conforming to ANSIXAWWA {I151/A2151 or AWWA C900/905. —-E L .31 2 _é "-‘:5 2 s ‘5t.‘0\~-“ 2‘_l:T 'F 0.?5 -- i<'1 o c A 0.12--l F x‘ NOMINAL IUINT DIMEN5IDN5 |N INCH E5 B-ULT5 A Dla B Hub Dia a Dia K3 Dia |Pip 2.51H epth 2 50 LAND 3 50 3-50 2.51 5.15 GLAND 5 55 0.55 0.35 0.30 5}5x3 '.C '.JDI .K".'.L NI T QW- D e D G GLAND GLAND 4 25 0 52 2 ass also .11..4.54 Ros s.1s 2.52 2.55 o.ss oféz o.§.§o.ss 3,24 am?523.5 II- I 4.50 2.50 5.52 5.02 4.50 2.50 5.05 5.12 0.50 0.25 0.35 0.34 2,15 3f4x3-1,l"2 -I5 5.50 2.50 5.02 5.12 2.00 5.50 11.05 11.12 0.53 0.55 0.43 0.35 3f4x3-122 0'1 OJ 5.05 2.50 10.12 10.22 5.15 11.25 13.31 13.32 0.55 1.00 0.45 0.35 225 2,33 3;’4x4 0'! 10 11.10 2.50 12.22 12.34 11.20 14.00 15.52 15.52 0.20 1.00 0.42 0.40 2,15 324104 12 13.20 2.50 14.32 14.44 13.30 15.25 12.55 12.55 0.23 1.00 0.45 0.42 223 3;’4x4 C0 14 15.30 3.50 15.40 15.54 15.44 15 .25 20.31 20.25 0.25 1.25 0.55 0.42 225 3;'4x4-1f 2 10 15 12.40 15 15.50 3.50 a.so 15.50 20.50 15.54 20.24 12.54 15.54 21.00 23.25 2__:-'_:_.§_s 11?-I.-5°0.05 1.§1 o.sa_0.50 324:4-1f 2 1? 24.53 24.25 1.00 1.35 0.55 0.54 101/a 325?:-1.72 12 20 21.50 3-50 22.20 22-54 21.24 25-50 22-05 22-00 1-02 1 -44 0-55 0.52 2f3 3f4x4-122 14 24 25.50 3.50 25.50 22.04 25.94 30.00 31.55 31.50 1.02 1.55 0.25 0.51 223 3f4x5 15 30 32.00 4.50 33.25 33.45 32.12 35.55 35.12 35.12 1.31 2.00 0.52 0.55 1-1,35 1x5 20 35 35.30 4.50 35.55 35.25 35.42 43.25 45.00 45.00 1.45 2.00 1.00 0.24 1-115 1115 24 42 44.50 43 50.50 4.50 4.50 45.25 52.05 45.55 52.25 44.52 50.92 50.52 52.50 53.12 50.00 53.12 50.00 1.45 1.45 2 .00 2.00 1.25 1.35 0.52 0.50 1-325 1-325 1-1_l'4x5-1;’2 1-12425-122 25 32 54 Available on Request Available on Re -nest 54 Available on Request Corona:1001 El Eamino Ave.I Corona,EA 92329 I (B55)522-B421 New Lenox:2200 West l'l5‘lI'El'tl New Lenox,IL 50451 Tyler:11910 ER 492 I Tvier,Texas 25205 I (500)522-5425 Portland:15520 N.Lombard St.I Port arid.0R 92203 Dallas:1201 Ave.S.5uite100 I Grande Prairie,TX 25050 Oxford:1500 Greenbrier Dear Road lAnniston,AL 35202 50 Annlston 1501 W 12""St I Anniston,AL 35201 I {E00}225—2501 Elmer 201 liienvon Ave I Elmer,New Jersev 03315 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) 23U -ANSI/AWWA C153/A2153 fil Mechanical Joint Compact Ductile Iron Fittings TYLER U N ION““':"‘*:““’*°:“ Quality Waterworks Products ‘:|DOMESTIC E NDN_DDMES.nc SUBMITTAL:C153 MECHANICAL JOINT PRODUCT SIZES: STANDARDS: MATERIAL: PRESSURE RATING: DEFLECTION: NSF-51 81 NSF372: ASPHALT COATING CEMENT LINING: EPOXY COATING: BARE FITTINGS: FASTNERS: INSTALLATION: [Current revisions for the noted Standards Hfifillfi 2”-54"(2”not included in ANSI/AWWA C153 standard] ANSIIAWWA C153/1121.53,NFPA13j'24,3”-15"UL ancl 3“-1o”FM listed 8.approved {File -Tvler Union} Cast of ASTM A535 qualified ductile iron.Date code is cast on and required for traceability. *Flanged fittings rated at 250 psi.Mechanical joints 2“—24"rated at 350 psi and 30“—45"at 250 psi. *Note:With rubber annular ring flange gasket,2“—24”Flanged fittings can be rated at 350 psi. Note:Wves over 12”are not pressure rated.Contact Tvler Union for rating in vour application. Joint deflection 5"max for 2"—12”and 3°max for 14”—48".Reduces by 50%at nominal pipe Si fitting diameters Meets all requirements including Annex G,Tvler Uniorfs Underwriters Laboratorv listing lvlH1E439. :Per ANSI,/AWWA C1041'A21.4 and ANSI/IAWWA C153,/A21.53. Per ANSI/AWWA C104/A21.4,with double cement lining available upon request. Fusion bonded epoxy per ANSI/'AWWA C116,/A21.16.Additional coatings available upon request. Available upon request. High strength low allov weathering steel per ANSI/AWWA C111/A2111 and ASTM A242 Install per AWWA C600fC551 using pipe conforming to ANSIXAWWA {I151/A2151 or AWWA C900/905. —-E L .31 2 _é "-‘:5 2 s ‘5t.‘0\~-“ 2‘_l:T 'F 0.?5 -- i<'1 o c A 0.12--l F x‘ NOMINAL IUINT DIMEN5IDN5 |N INCH E5 B-ULT5 A Dla B Hub Dia a Dia K3 Dia |Pip 2.51H epth 2 50 LAND 3 50 3-50 2.51 5.15 GLAND 5 55 0.55 0.35 0.30 5}5x3 '.C '.JDI .K".'.L NI T QW- D e D G GLAND GLAND 4 25 0 52 2 ass also .11..4.54 Ros s.1s 2.52 2.55 o.ss oféz o.§.§o.ss 3,24 am?523.5 II- I 4.50 2.50 5.52 5.02 4.50 2.50 5.05 5.12 0.50 0.25 0.35 0.34 2,15 3f4x3-1,l"2 -I5 5.50 2.50 5.02 5.12 2.00 5.50 11.05 11.12 0.53 0.55 0.43 0.35 3f4x3-122 0'1 OJ 5.05 2.50 10.12 10.22 5.15 11.25 13.31 13.32 0.55 1.00 0.45 0.35 225 2,33 3;’4x4 0'! 10 11.10 2.50 12.22 12.34 11.20 14.00 15.52 15.52 0.20 1.00 0.42 0.40 2,15 324104 12 13.20 2.50 14.32 14.44 13.30 15.25 12.55 12.55 0.23 1.00 0.45 0.42 223 3;’4x4 C0 14 15.30 3.50 15.40 15.54 15.44 15 .25 20.31 20.25 0.25 1.25 0.55 0.42 225 3;'4x4-1f 2 10 15 12.40 15 15.50 3.50 a.so 15.50 20.50 15.54 20.24 12.54 15.54 21.00 23.25 2__:-'_:_.§_s 11?-I.-5°0.05 1.§1 o.sa_0.50 324:4-1f 2 1? 24.53 24.25 1.00 1.35 0.55 0.54 101/a 325?:-1.72 12 20 21.50 3-50 22.20 22-54 21.24 25-50 22-05 22-00 1-02 1 -44 0-55 0.52 2f3 3f4x4-122 14 24 25.50 3.50 25.50 22.04 25.94 30.00 31.55 31.50 1.02 1.55 0.25 0.51 223 3f4x5 15 30 32.00 4.50 33.25 33.45 32.12 35.55 35.12 35.12 1.31 2.00 0.52 0.55 1-1,35 1x5 20 35 35.30 4.50 35.55 35.25 35.42 43.25 45.00 45.00 1.45 2.00 1.00 0.24 1-115 1115 24 42 44.50 43 50.50 4.50 4.50 45.25 52.05 45.55 52.25 44.52 50.92 50.52 52.50 53.12 50.00 53.12 50.00 1.45 1.45 2 .00 2.00 1.25 1.35 0.52 0.50 1-325 1-325 1-1_l'4x5-1;’2 1-12425-122 25 32 54 Available on Request Available on Re -nest 54 Available on Request Corona:1001 El Eamino Ave.I Corona,EA 92329 I (B55)522-B421 New Lenox:2200 West l'l5‘lI'El'tl New Lenox,IL 50451 Tyler:11910 ER 492 I Tvier,Texas 25205 I (500)522-5425 Portland:15520 N.Lombard St.I Port arid.0R 92203 Dallas:1201 Ave.S.5uite100 I Grande Prairie,TX 25050 Oxford:1500 Greenbrier Dear Road lAnniston,AL 35202 50 Annlston 1501 W 12""St I Anniston,AL 35201 I {E00}225—2501 Elmer 201 liienvon Ave I Elmer,New Jersev 03315 PROTECTO 401™ Ceramic Epoxy STANDARD SPECIFICATION FOR LINING DUCTILE IRON PIPE FOR SEWER SERVICE I.CONDITION OF DUCTILE IRON PRIOR TO SURFACE PREPARATION All ductile pipe and fittings shall be delivered to the application facility without asphalt, cement lining, or any other lining on the interior surface. Because removal of old linings may not be possible, the intent of this specification is that the entire interior of the ductile iron pipe and fittings shall not have been lined with any substance prior to the application of the specified lining material and no coating shall have been applied to the first six inches of the exterior of the spigot ends. II. LINING MATERIAL The standard of quality is Protecto 401™ Ceramic Epoxy. The material shall be an amine cured novolac epoxy containing at least 20% by volume of ceramic quartz pigment. Any request for substitution must be accompanied by a successful history of lining pipe and fittings for sewer service, a test report verifying the following properties, and a certification of the test results. A. A permeability rating of 0.00 when tested according to Method A of ASTM E-96-66, Procedure A with a test duration of 30 days. B. The following test must be run on coupons from factory lined ductile iron pipe: * ASTM B-117 Salt Spray (scribed panel) - Results to equal 0.0 undercutting after two years. * ASTM G-95 Cathodic Disbondment 1.5 volts @ 77°F. Results to equal no more than 0.5 mm undercutting after 30 days. * Immersion testing rated using ASTM D-714-87. —20% Sulfuric acid—No effect after two years. —140°F 25% Sodium Hydroxide—No effect after two years. —160°F Distilled Water—No effect after two years. —120°F Tap Water (scribed panel)—0.0 undercutting after two years with no effect. * ASTM G-22 90 Standard practice for determining resistance of Synthetic Polymeric materials to bacteria. The test should determine the resistance to growth of Acidithiobacillus Bacteria and should be conducted at 30 degrees centigrade for a period of 7 days on a minimum of 4 panels. The growth must be limited only to trace amounts of bacteria. C. An abrasion resistance of no more than 3 mils (.075 mm) loss after one million cycles using European Standard EN 598: 1994 Section 7.8 Abrasion Resistance. III. APPLICATION Applicator The lining shall be applied by a certified firm with a successful history of applying linings to the interior of ductile iron pipe and fittings.All applicators must be independently inspected at least two times per year to insure compliance with the requirements of this specification. This inspection must be coordinated and reviewed by the manufacturer of the lining material and any deviation from the application and/or quality requirements shall be corrected by the applicator. All inspections shall be in writing and a permanent record maintained. Surface Preparation Prior to abrasive blasting, the entire area to receive the protective compound shall be inspected for oil, grease, etc. Any areas with oil, grease, or any substance that can be removed by solvent, shall be solvent cleaned to remove those substances. After the surface has been made free of grease, oil or other substances, all areas to receive the protective compounds shall be abrasive blasted using sand or grit abrasive media. The entire surface to be lined shall be struck with the blast media so that all rust, loose oxides, etc., are removed from the surface. Only slight stains and tightly adhering oxide may be left on the surface. Any area where rust reappears before lining must be re-blasted. Lining After surface preparation and within 12 hours of surface preparation, the interior of the pipe shall receive 40 mils nominal dry film thickness. No lining shall take place when the substrate or ambient temperature is below 40°F. The surface also must be dry and dust free. If flange pipe or fittings are included in the project, the lining shall not be used on the face of the flange. Coating of Bell Sockets and Spigot Ends Due to the tolerances involved, the gasket area and spigot end up to 6 inches back from the end of the spigot end must be coated with 6 mils nominal, 10 mils maximum using Protecto 401™ Join t Compound. The Joint Compound shall be applied by brush to ensure coverage. Care should be taken that the Joint Compound is smooth without excess buildup in the gasket seat or on the spigot ends. Coating of the gasket seat and spigot ends shall be done after the application of the lining. Number of Coats The number of coats of lining material applied shall be as recommended by the lining manufacturer. However, in no case shall this material be applied above the dry thickness per coat recommended by the lining manufacturer in printed literature. The maximum or minimum time between coats shall be that time recommended by the lining material manufacturer. To prevent delamination between coats, no material shall be used for lining which is not indefinitely recoatable with itself without roughening of the surface. Touch-Up and Repair Protecto 401™ Joint Compound shall be used for touch-up or repair in accordance with manufacturer's recommendations. IV. INSPECTION AND CERTIFICATION Inspection All ductile iron pipe and fitting linings shall be checked for thickness using a magnetic film thickness gauge. The thickness testing shall be done using the method outlined in SSPC PA-2 Film Thickness Rating. The interior lining of all pipe barrels and fittings shall be tested for pinholes with a non-destructive 2,500 volt test. Any defects found shall be repaired prior to shipment. Each pipe joint and fitting shall be marked with the date of application of the lining system along with its numerical sequence of application on that date and records maintained by the applicator of his work. Certification The pipe or fitting manufacturer must supply a certificate attesting to the fact that the applicator met the requirements of this specification, and that the material used was as specified. V. HANDLING Lined pipe and fittings must be handled only from the outside of the pipe and fittings. No forks, chains, straps, hooks, etc. shall be placed inside the pipe and fittings for lifting, positioning, or laying. The pipe shall not be dropped or unloaded by rolling. Care should be taken not to let the pipe strike sharp objects while swinging or being off loaded. Ductile iron pipe should never be placed on grade by use of hydraulic pressure from an excavator bucket or by banging with heavy hammers. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) EASY TO INSTALL Since the radial bolts have the same size hex head as AWWA T‑bolts, a single wrench can be used for installation. No parts need to be removed from the PVC‑RomaGrip™ to use it on either C900 or IPS PVC. And the available DI/IPS gasket is a slip‑on design, and not a stretch‑on gasket commonly found on other restraints. Ask any installer just how important these features are. SAfE fOr ThIN wALL pIpE QuikGrip™ wedges and SofTouch™ bolts work together to firmly engage pipe wall safely. SIMpLE TO MAINTAIN RomaGrip™ components are mechanically secure so they won’t fall off during shipping, installation, or in the event the RomaGrip must be removed from the pipe. rObuST dESIgN The RomaGrip™ is designed to take whatever comes down the pipeline. Computer‑generated solid models and 3‑D finite element stress analysis assure that there is plenty of strength where it is needed. The RomaGrip™ pipe restrainer provides mechanical joint restraint for ductile iron, (steel 3”‑12”) and PVC pipe. The RomaGrip™ can be utilized on valves, fittings, hydrants and practically anywhere a mechanical joint is present. R B248 • 03/2005 romagrip™ for ductile iron and steel pipe romagrip™ for pVC pipe rOMAC INduSTrIES,INC. 1 800 426 9341 romac.com Place the RomaGrip gland on the pipe end. Slip the gasket over the pipe end. Insert and tighten the T‑Bolts Tighten the SofTouch™ bolts on the RomaGrip until the bolt heads break off (this indicates you’ve applied the proper amount of torque). see installation instructions for complete procedure Installation is simple romagrip™ Nominal pipe Size Shipping weight (lbs.) Number of restraint wedges deflection Angle (degrees) pressure rating (2:1 test) 3 7 2 5 350 4 8 2 5 350 6 10 3 5 350 8 15 4 5 350 10 27 6 5 350 12 35 8 5 350 14 48 10 2 350 16 54 12 2 350 18 62 12 1.5 250 20 78 14 1.5 250 24 88 16 1.5 250 30 190 20 1 250 36 225 24 1 250 42 500 28 1 250 48 600 32 1 250 SofTouch™ bolt heads shear off precisely when the proper torque is applied. Quikgrip™ heat treated radial restraining wedges engage the pipe and spread forces evenly. Open design allows the installer to see the restraining wedges engage the pipe romagrip™ Material Specifications gland: Ductile iron meeting or exceeding ASTM A 536‑80, Grade 65‑45‑12. gasket*: A standard MJ gasket is used with this fitting. See ANSI/AWWA C111/A21.11 for gasket specs. For steel pipe (3”‑12”), an MJ x IPS transition gasket or Romac’s DI/IPS gasket is used. restraining bolt: Roll threaded ductile iron meeting or exceeding ASTM A 536‑80. restraining wedges: Ductile iron, meeting or exceeding ASTM A 536‑80. Heat‑treated using a proprietary process. Coatings: Shop coat applied for corrosion protection in transit. Fusion bonded epoxy available upon request. use: Ductile Iron Pipe 3 ‑ 48", IPS size sch. 40 steel pipe, 3 ‑ 12". Not for use on PVC pipe. * Gasket is included in the RomaGrip™ Accessory Pack RomaGrip™ precision designed ductile iron pipe restraint Ro m a G r i p ™ fo r u s e o n D u c t i l e I r o n p i p e This information is based on the best data available at the date printed, please check with Romac for any updates or changes. ROMACINDUSTRIES,INC. 6-10 April 30, 2012 1-800-426-9341 www.romac.com 4" MJ x SDR35 Transition Gasket 0.60 # 6" MJ x SDR35 Transition Gasket 0.90 # 8" MJ x SDR35 Transition Gasket 1.15 # 10" MJ x SDR35 Transition Gasket 1.60 # 12" MJ x SDR35 Transition Gasket 1.90 # 18" MJ x SDR35 Transition Gasket 3.16 # 24" MJ x SDR35 Transition Gasket 5.00 # MJ x SDR35 TransitionGasket (PVC Sewer) Ma t e r i a l S p e c i f i c a t i o n s Gasket: Virgin SBR per ASTM D 2000 MBA 710, compounded for water and sewer service. Other compounds available on request. Use: The gasket is designed to be used in cast iron mechanical joint fittings for adapting to PVC sewer pipe. Pressure Rating: Up to 10 psi. For higher pressure ratings, contact Romac Engineering. MJ x SDR35 Transition Gasket Romac Style “LCT”TM Manhole Adapter Gasket Ma t e r i a l S p e c i f i c a t i o n s Gasket: Virgin SBR per ASTM D 2000 M2AA 60, compounded for water and sewer service. Use: The gasket is designed to be used on PVC sewer pipe when grouting into a concrete manhole wall. Manhole Adapter Gasket “LCT” Gasket cross section 6"8"10" NOMINALPIPE SIZE SIZED FOR SDR 35 PIPE O.D.s APPROXIMATE WEIGHT (lbs.)CATALOG NUMBER LIST PRICE 4" LCT- Adapter Gasket 4.215 0.30 # 6" LCT- Adapter Gasket 6.275 0.45 # 8" LCT- Adapter Gasket 8.4 0.55 # 10" LCT- Adapter Gasket 10.5 0.70 # 12" LCT- Adapter Gasket 12.5 0.85 # 15" LCT- Adapter Gasket 15.3 1.00 # 18" LCT- Adapter Gasket 18.7 1.25 # 21" LCT- Adapter Gasket 22.05 1.50 # 24" LCT- Adapter Gasket 24.8 1.65 # 27" LCT- Adapter Gasket 27.96 1.85 # 4" 12"15"18"21"24" 27" To Order: Specify catalog number. Other sizes available, please specify pipe O.D. Price on application. Example: For 6.28 O.D., order 6" LCT To Order: Specify catalog number. 4"6" 8"10" NOMINALPIPE SIZE APPROXIMATE WEIGHT (lbs.)CATALOG NUMBER LIST PRICE 12"18"24" $25.40 27.59 31.04 33.63 36.21 39.09 45.33 54.12 60.50 63.94 $21.15 23.39 27.14 45.22 57.22 144.20 170.32 ROMAC INDUSTRIES, INC. MJ X SDR35 TRANSITION GASKET SUBMITTAL INFORMATION USE: The MJ X SDR 35 gasket is designed to be used in cast iron mechanical joint fittings for adapting to PVC sewer pipe. MATERIAL Gasket Gasket is made from virgin Styrene Butadiene Rubber (SBR) compounded for water and sewer service in accordance with ASTM D2000 MBA 710 - 90. Also available in Ethylene Propylene Diene Methylene (EPDM) and Nitrile Butadiene Rubber (NBR) on request. PRESSURE When properly installed on the correct size pipe, the Romac MJ X SDR 35 gasket can work up to 10 psi. For higher pressure ratings, contact Romac Engineering SIZES 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. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) NOTES: OLYMPIC FOUNDRY INC. 8" X 4" LOCKING CLEAN-OUT RING & COVER MATL: Cast Iron ASTM A48, CL30 RATING: H-20 PART NO. M1007 D/T APPROX WT: Ring - 42 Lbs, Cover 14 - Lbs REV: A DATE: 7/9/2003 New border REV A DOCUMENT APPROVED BY: DATE: DWN: CL DATE: 7/9/2003 TOLERANCE XX +- .1 XXX +- .06 XXXX +- .030 < +- 2 DEG REV: DATE: CHKD: CL DATE: 7/9/2003 DWG #: M1007 DT SCALE: N/A SHEET: 1 OF 1 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) ___fl:_ _ _ _ “ _ _ . _ ~ _ * _ _ _ n _ _ _ _ “ u _ U : _ _ : F _ _ _ _ _ _ _ _ : _ _____ _ , _ _ _ H _ _ _ _ _ _H_m _ u : : fl _ _ | _ fi _ | _ ] _ _ H _ _ _ ? _ T _ ___ _ _ _ _ _ _ fl __ _ _ _ d_u _ _ _ 1 _ " _ : _ _ __ _ _ _ O |‘ : ' | ‘ m m _ __ H _ m _ _mm__ O _ U _ _A4| E__ __ __ _ __ _ _ EA ’ __5__ _ E_ _ ~_|_ S ma __ __ ; _ __ _ __ _ __ _ _ _ _ _ _ __ _ ’ _ _ _ __ _ _ ___ _ _ W_ H _ _ _ _ w £ d _ ‘ u _ _ I H _ _ _ _ _ Hf_ _ \ _ fi _ _ 1 _ _ _ H _ _ _ \ w _ ’ _ __ g I um _1‘ __ _ _ { 5 _ _ _ _H mg : Ig m “O m _F Igm U; pp m : mn m m i O LL__W mg _| _ _ U m_ } Q A (_ _ _ m _ _ _ } _ _ _| _ _ U __ _ O _ U Sm g 1| SW 3 ll 9& 6 hmJ. AjMf g _P : Q 8 Ll SS E _| _m _ _ _ w 8% Fm|__‘ I _ IMm g m z ml m 1 _ mo l m_H N #8 IT _ UL I _| @ m _ D _ U | _ I _w m M U % RM _ U <_ _ m $ _ _ Sfi m 1| 65 % [J w_ m O _ _ _ _ O Z bi } cg m m m UH I m g _ m _ m m__U _ m _ _ U _ _ " _ m U _ " __ _ _ H m En _ fi _ _ ‘ _ m _ _ _"n _ _ _ _ _ _ _ _ m Fflo g ” _5_ _ _ _ _ _ _ ; _ _ H _ E€_ m Z m _ _ U _ Z M _ Pa m _? _ __é _ H _ _ _ _ " m __ M m _ _ _ _ _ _ m _ _ nu : 06 5 1 0 2 mg J__ _ _ , _ _ m _ Q _ | _ _ _ _ __ _ U r_ m m _ P z n mu }U _ _ _ § if2 E EH wm m \ m fl _ _ m _ J _ fi m _ _ n _ m V Fw d ‘ ~= a = _ : : _ & \ m fi _ _ N E H _ _ : _ _ _ m _H m _ P _ § _ m E1 0 0 Em %_ U _ _ u K _ O_ U m : }_ m _ u _ u _= " }z _ m _ m n H _ u _ _ fig Eg o U_ _ _ _ _ _ _ _ w | D5 5 }zm _ _ _ _ m m H mu “ _= :_ H _ _ _ m § _ _ _ _ 1_ ] x _H _ _ 1 _ _ _ E 1% _5 _ _ ’ _ _ % _ _ _ ’ _ ' _ z} _ _ § fl Da m Nu “ CMHy n_ U < _ m m _w _ Q _ U _ _| _ w m _ _ _ __ _ _ __ __ ___ m _ _ _ _ _ _ _ _ _ _ _ g Um } ; THu '_ _H_| ____ § _ _ _ _ m _ _ _ _ _ = __ ' _ _ H _ _H__ _ = _ " E _ _ m _ _ _ _ _ _ _ _ _ _ ' _ _ __ 5 _ _ _% _ _ G } m @ _ u ° w 5 fi_ _ gh § _ _ _ _ _ _" _ _ | _ __ _ H _Egm G___ Tu x HM E fl_ H u _ _ . _ m _ _ I 2; ____ _ _ _ _ _ _ H £ _ _ _ _ _ ; _ _ _ _ : ' m E?__ _ ? _ _ _ _ _ _ ‘ _ ; _ __ _ _ _ ___ _ _ E Em ‘ %_ € _ _ _ _ _ _ _ _ u _ _£ _ _5__‘: _ _ _ _ j__ _ _ _ _ __ H ___ ~ _ 2 _ m x 4 _ _ _ __ b _ I T__ _ _ _ _ _ _ m _ _ _ _ _ HM __ _ _ _ _ _ _ _ m | _ | __ _ _ _ _|__ : _ _ U _ _ __ __ _ _ __ _ “ _ _ ,_ _ _ _ _ _ _ _ _ @L_ _ _ N _ w _ M _ _ _ " _ _ £ _H _ _ _ " P1 __ m __ _ _ _ _ __ | _ _ _ __ H _ w_ g _ _ _ _ _ _ E _ W _ $ F mm { _ _ § _ E 5 H; _u m } _ _ _ g mm } ; _ um “I E _O1 _ @h_ __ _ wM_ Po w e r e d b y T C P D F ( w w w . t c p d f . o r g ) Po w e r e d b y T C P D F ( w w w . t c p d f . o r g ) Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR® PIPE PRODUCTS HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 www.starpipeproducts.com MB - 15 Municipal & Construction CastingsMETER BOXES VER.12.01 MB-0037 iTEM COdE dETAilS COSP45L COMPLETE iTEM COdE dETAilS COSP45 COMPLETE iTEM COdE dETAilS CO7621S COMPLETE MB-00398"x 4" LOCKING CLEANOUT RING “CO” COVER 7621 HANDHOLE RING & COVER “S” MB-00388"x 4" NON-LOCKING CLEANOUT RING “CO” COVER CO7621S 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. NOTE: 2. APPROXIMATE WEIGHT COVER = 18.50 LBS 7621 CLEANOUT STAR RING = 22.88 LBS HANDHOLE RING & COVER "S" SSTAR CO7621R FORM E-14 Rev. B CO7621S 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. NOTE: 2. APPROXIMATE WEIGHT COVER = 18.50 LBS 7621 CLEANOUTSTAR RING = 22.88 LBS HANDHOLE RING & COVER "S" SSTAR CO7621R FORM E-14 Rev. B STAR COSP45L 8x4 CLEAN OUT RING 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. NOTE: 2. APPROXIMATE WEIGHT FOR COVER = 13 LBS FOR RING = 37 LBS " CO " COVER LOCKING TOP VIEW SECTION VIEW STAR COSP45RL CO FORM E-14 Rev. B STAR COSP45L 8x4 CLEAN OUT RING 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. NOTE: 2. APPROXIMATE WEIGHT FOR COVER = 13 LBS FOR RING = 37 LBS " CO " COVER LOCKING TOP VIEW SECTION VIEW STAR COSP45RL CO FORM E-14 Rev. B STAR COSP45 8x4 CLEAN OUT RING 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. NOTE: 2. APPROXIMATE WEIGHT FOR COVER = 13 LBS FOR RING = 37 LBS " CO " COVER NON - LOCKING TOP VIEW COSTAR COSP45R SECTION VIEW FORM E-14 Rev. B STAR COSP45 8x4 CLEAN OUT RING 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. NOTE: 2. APPROXIMATE WEIGHT FOR COVER = 13 LBS FOR RING = 37 LBS " CO " COVER NON - LOCKING TOP VIEW COSTAR COSP45R SECTION VIEW FORM E-14 Rev. B notes: - Material - Cast Iron Per ASTM A48 Class 30B - Dimensions in Inches notes: - Material - Cast Iron Per ASTM A48 Class 30B - Dimensions in Inches notes: - Material - Cast Iron Per ASTM A48 Class 30B - Dimensions in Inches - (2) 3/8" x 1" SS Socket Head Cap Screw 9.88 8.13 9.88 3.75 9.63 1.88 8.75 7.75 0.63 0.63 1.88 8.75 7.75 0.63 0.63 10.5 13.5 1.5 1.5 REVERSIBLE RING 10 2.5 9 8 4 9 15 10 2.5 9 8 4 9 15 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) NOTES: OLYMPIC FOUNDRY INC. 11" X 8" LOCKING CLEAN-OUT RING & COVER MATL: Cast Iron ASTM, A48, CL30 RATING: H-20 PART NO. M1025 APPROX WT: Ring 70 Lbs, Cover 40 Lbs REV: A DATE: 7/16/2003 New border REV A DOCUMENT APPROVED BY: DATE: DWN: CL DATE: 7/16/2003 TOLERANCE XX +- .1 XXX +- .06 XXXX +- .030 < +- 2 DEG REV: DATE: CHKD: CL DATE: 7/16/2003 DWG #: M1025 SCALE: N/A SHEET: 1 OF 1 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) gI P>UU m |__]imagi] |_|EI_|_|__m_w _T1|__ |_|_:5“ Ba llI_L__I NI-Mpwm_m_mD|__E8 IE EEab“ _FL__ M__U_U+I N8 LOmaman/___m$_hm I‘LM$5fig6_U{HEEh__QTE_ZI Gm _¥__fl.|_|_{i%_Wu fi|ME_A %*%TO____OZ UIU lit]l _Pg _ __|fl_$@ _|fig| figILEa *__T_m__“ZmFPO PODZ5X“gmKpa clam EI%_mm %mn_1_H_"No xMn “Em P _U__Q__E_m 3:U05: ______________ Ooguozmzi EOE§Ofi_nm:_m}_U‘F EM____E:E_%_%_1"§%_=____=_‘=E_H_%\mm_£Efi§__m _Uh___U“___UI___ ___D___|__m?_H_U_M__n_Mm_________Umfi__§__H_H_E_u“_||||||"'__ _Hm}_$m Em Emif_§__gH_D_U¢;mfl_n _g___E E“}zm_§_____XMwco EH5 EEG 0%mgmgUmgg$2_£Emw_E:fguv_|__H_E____H_______Ax 2: Omam __w Em1fim_fi=_d____fi___1_“_El;nHm}E_L 2%gmfiH_|_C_m__P_Li¢__m_w_I:ZnxH:PO26g:_mZm__U_é _£m _Z _?_fi___mM“Zia __D1__*m}___}____nu__:§_}FmHnw___"___nin_§E ___fl_____}§§_5_$3;w%__E'_§|m___h _“n_i_:2|_§1m__;2;_§_____r_____’_______2 E__:__F_£U________|:“___&_"_z_mInfizgmzgm__H_m _U;_{O_ED_“Nm_______fl__fi__fl____m_q_m_H____M_MHm_pm_fiHm“_mxb%_:_u_:5____Fq_cT___L|____J__fi:_~__h___hfl_U__F_____"_:__mm___‘_U_mmnm__U_____Uz mam___,_________m___"____u__mm Lcbmo rmm>Nmcfl________|._I__u_|H_|_‘______m“__________"____|_:|_£n_____“__“_________m__n_________nH___"fi_J_fl___fi__£__f___§_?_~m______w_O_____Us 5;n£m_U_m}E_2Dw_UP_'mH in mImm_Q _ @ #wQ_ Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) NOTES: WSDOT STD. B2A, APWA #49 OLYMPIC FOUNDRY INC. 20" X 24" REVERSIBLE LOCKING FRAME & GRATE MATL: Frame; Cast Iron ASTM A48 CL30, Grate; Ductile Iron ASTM A536 CL 80- 55-06 RATING: H-20 PART NO. SM60 D/T APPROX WT: Frame 160 Lbs, Grate 110 Lbs REV: A DATE: 6/23/2003 New border REV A DOCUMENT APPROVED BY: DATE: DWN: CL DATE: 6/23/2003 TOLERANCE XX +- .1 XXX +- .06 XXXX +- .030 < +- 2 DEG REV: DATE: CHKD: CL DATE: 6/23/2003 DWG #: SM60 DIAG DT SCALE: N/A SHEET: 1 OF 1 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) NOTES: OLYMPIC FOUNDRY INC. 8" X 4" LOCKING CLEAN-OUT RING & COVER MATL: Cast Iron ASTM A48, CL30 RATING: H-20 PART NO. M1007 D/T APPROX WT: Ring - 42 Lbs, Cover 14 - Lbs REV: A DATE: 7/9/2003 New border REV A DOCUMENT APPROVED BY: DATE: DWN: CL DATE: 7/9/2003 TOLERANCE XX +- .1 XXX +- .06 XXXX +- .030 < +- 2 DEG REV: DATE: CHKD: CL DATE: 7/9/2003 DWG #: M1007 DT SCALE: N/A SHEET: 1 OF 1 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) ___fl:_ _ _ _ “ _ _ . _ ~ _ * _ _ _ n _ _ _ _ “ u _ U : _ _ : F _ _ _ _ _ _ _ _ : _ _____ _ , _ _ _ H _ _ _ _ _ _H_m _ u : : fl _ _ | _ fi _ | _ ] _ _ H _ _ _ ? _ T _ ___ _ _ _ _ _ _ fl __ _ _ _ d_u _ _ _ 1 _ " _ : _ _ __ _ _ _ O |‘ : ' | ‘ m m _ __ H _ m _ _mm__ O _ U _ _A4| E__ __ __ _ __ _ _ EA ’ __5__ _ E_ _ ~_|_ S ma __ __ ; _ __ _ __ _ __ _ _ _ _ _ _ __ _ ’ _ _ _ __ _ _ ___ _ _ W_ H _ _ _ _ w £ d _ ‘ u _ _ I H _ _ _ _ _ Hf_ _ \ _ fi _ _ 1 _ _ _ H _ _ _ \ w _ ’ _ __ g I um _1‘ __ _ _ { 5 _ _ _ _H mg : Ig m “O m _F Igm U; pp m : mn m m i O LL__W mg _| _ _ U m_ } Q A (_ _ _ m _ _ _ } _ _ _| _ _ U __ _ O _ U Sm g 1| SW 3 ll 9& 6 hmJ. AjMf g _P : Q 8 Ll SS E _| _m _ _ _ w 8% Fm|__‘ I _ IMm g m z ml m 1 _ mo l m_H N #8 IT _ UL I _| @ m _ D _ U | _ I _w m M U % RM _ U <_ _ m $ _ _ Sfi m 1| 65 % [J w_ m O _ _ _ _ O Z bi } cg m m m UH I m g _ m _ m m__U _ m _ _ U _ _ " _ m U _ " __ _ _ H m En _ fi _ _ ‘ _ m _ _ _"n _ _ _ _ _ _ _ _ m Fflo g ” _5_ _ _ _ _ _ _ ; _ _ H _ E€_ m Z m _ _ U _ Z M _ Pa m _? _ __é _ H _ _ _ _ " m __ M m _ _ _ _ _ _ m _ _ nu : 06 5 1 0 2 mg J__ _ _ , _ _ m _ Q _ | _ _ _ _ __ _ U r_ m m _ P z n mu }U _ _ _ § if2 E EH wm m \ m fl _ _ m _ J _ fi m _ _ n _ m V Fw d ‘ ~= a = _ : : _ & \ m fi _ _ N E H _ _ : _ _ _ m _H m _ P _ § _ m E1 0 0 Em %_ U _ _ u K _ O_ U m : }_ m _ u _ u _= " }z _ m _ m n H _ u _ _ fig Eg o U_ _ _ _ _ _ _ _ w | D5 5 }zm _ _ _ _ m m H mu “ _= :_ H _ _ _ m § _ _ _ _ 1_ ] x _H _ _ 1 _ _ _ E 1% _5 _ _ ’ _ _ % _ _ _ ’ _ ' _ z} _ _ § fl Da m Nu “ CMHy n_ U < _ m m _w _ Q _ U _ _| _ w m _ _ _ __ _ _ __ __ ___ m _ _ _ _ _ _ _ _ _ _ _ g Um } ; THu '_ _H_| ____ § _ _ _ _ m _ _ _ _ _ = __ ' _ _ H _ _H__ _ = _ " E _ _ m _ _ _ _ _ _ _ _ _ _ ' _ _ __ 5 _ _ _% _ _ G } m @ _ u ° w 5 fi_ _ gh § _ _ _ _ _ _" _ _ | _ __ _ H _Egm G___ Tu x HM E fl_ H u _ _ . _ m _ _ I 2; ____ _ _ _ _ _ _ H £ _ _ _ _ _ ; _ _ _ _ : ' m E?__ _ ? _ _ _ _ _ _ ‘ _ ; _ __ _ _ _ ___ _ _ E Em ‘ %_ € _ _ _ _ _ _ _ _ u _ _£ _ _5__‘: _ _ _ _ j__ _ _ _ _ __ H ___ ~ _ 2 _ m x 4 _ _ _ __ b _ I T__ _ _ _ _ _ _ m _ _ _ _ _ HM __ _ _ _ _ _ _ _ m | _ | __ _ _ _ _|__ : _ _ U _ _ __ __ _ _ __ _ “ _ _ ,_ _ _ _ _ _ _ _ _ @L_ _ _ N _ w _ M _ _ _ " _ _ £ _H _ _ _ " P1 __ m __ _ _ _ _ __ | _ _ _ __ H _ w_ g _ _ _ _ _ _ E _ W _ $ F mm { _ _ § _ E 5 H; _u m } _ _ _ g mm } ; _ um “I E _O1 _ @h_ __ _ wM_ Po w e r e d b y T C P D F ( w w w . t c p d f . o r g ) Po w e r e d b y T C P D F ( w w w . t c p d f . o r g ) Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR® PIPE PRODUCTS HOUSTON CORPORATE TOLL FREE 1-800-999-3009 FAX 281-558-9000 www.starpipeproducts.com MB - 15 Municipal & Construction CastingsMETER BOXES VER.12.01 MB-0037 iTEM COdE dETAilS COSP45L COMPLETE iTEM COdE dETAilS COSP45 COMPLETE iTEM COdE dETAilS CO7621S COMPLETE MB-00398"x 4" LOCKING CLEANOUT RING “CO” COVER 7621 HANDHOLE RING & COVER “S” MB-00388"x 4" NON-LOCKING CLEANOUT RING “CO” COVER CO7621S 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. NOTE: 2. APPROXIMATE WEIGHT COVER = 18.50 LBS 7621 CLEANOUT STAR RING = 22.88 LBS HANDHOLE RING & COVER "S" SSTAR CO7621R FORM E-14 Rev. B CO7621S 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. NOTE: 2. APPROXIMATE WEIGHT COVER = 18.50 LBS 7621 CLEANOUTSTAR RING = 22.88 LBS HANDHOLE RING & COVER "S" SSTAR CO7621R FORM E-14 Rev. B STAR COSP45L 8x4 CLEAN OUT RING 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. NOTE: 2. APPROXIMATE WEIGHT FOR COVER = 13 LBS FOR RING = 37 LBS " CO " COVER LOCKING TOP VIEW SECTION VIEW STAR COSP45RL CO FORM E-14 Rev. B STAR COSP45L 8x4 CLEAN OUT RING 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. NOTE: 2. APPROXIMATE WEIGHT FOR COVER = 13 LBS FOR RING = 37 LBS " CO " COVER LOCKING TOP VIEW SECTION VIEW STAR COSP45RL CO FORM E-14 Rev. B STAR COSP45 8x4 CLEAN OUT RING 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. NOTE: 2. APPROXIMATE WEIGHT FOR COVER = 13 LBS FOR RING = 37 LBS " CO " COVER NON - LOCKING TOP VIEW COSTAR COSP45R SECTION VIEW FORM E-14 Rev. B STAR COSP45 8x4 CLEAN OUT RING 1. MATERIAL - CAST IRON PER ASTM A48 CLASS 30B. NOTE: 2. APPROXIMATE WEIGHT FOR COVER = 13 LBS FOR RING = 37 LBS " CO " COVER NON - LOCKING TOP VIEW COSTAR COSP45R SECTION VIEW FORM E-14 Rev. B notes: - Material - Cast Iron Per ASTM A48 Class 30B - Dimensions in Inches notes: - Material - Cast Iron Per ASTM A48 Class 30B - Dimensions in Inches notes: - Material - Cast Iron Per ASTM A48 Class 30B - Dimensions in Inches - (2) 3/8" x 1" SS Socket Head Cap Screw 9.88 8.13 9.88 3.75 9.63 1.88 8.75 7.75 0.63 0.63 1.88 8.75 7.75 0.63 0.63 10.5 13.5 1.5 1.5 REVERSIBLE RING 10 2.5 9 8 4 9 15 10 2.5 9 8 4 9 15 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) NOTES: OLYMPIC FOUNDRY INC. 11" X 8" LOCKING CLEAN-OUT RING & COVER MATL: Cast Iron ASTM, A48, CL30 RATING: H-20 PART NO. M1025 APPROX WT: Ring 70 Lbs, Cover 40 Lbs REV: A DATE: 7/16/2003 New border REV A DOCUMENT APPROVED BY: DATE: DWN: CL DATE: 7/16/2003 TOLERANCE XX +- .1 XXX +- .06 XXXX +- .030 < +- 2 DEG REV: DATE: CHKD: CL DATE: 7/16/2003 DWG #: M1025 SCALE: N/A SHEET: 1 OF 1 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) gI P>UU m |__]imagi] |_|EI_|_|__m_w _T1|__ |_|_:5“ Ba llI_L__I NI-Mpwm_m_mD|__E8 IE EEab“ _FL__ M__U_U+I N8 LOmaman/___m$_hm I‘LM$5fig6_U{HEEh__QTE_ZI Gm _¥__fl.|_|_{i%_Wu fi|ME_A %*%TO____OZ UIU lit]l _Pg _ __|fl_$@ _|fig| figILEa *__T_m__“ZmFPO PODZ5X“gmKpa clam EI%_mm %mn_1_H_"No xMn “Em P _U__Q__E_m 3:U05: ______________ Ooguozmzi EOE§Ofi_nm:_m}_U‘F EM____E:E_%_%_1"§%_=____=_‘=E_H_%\mm_£Efi§__m _Uh___U“___UI___ ___D___|__m?_H_U_M__n_Mm_________Umfi__§__H_H_E_u“_||||||"'__ _Hm}_$m Em Emif_§__gH_D_U¢;mfl_n _g___E E“}zm_§_____XMwco EH5 EEG 0%mgmgUmgg$2_£Emw_E:fguv_|__H_E____H_______Ax 2: Omam __w Em1fim_fi=_d____fi___1_“_El;nHm}E_L 2%gmfiH_|_C_m__P_Li¢__m_w_I:ZnxH:PO26g:_mZm__U_é _£m _Z _?_fi___mM“Zia __D1__*m}___}____nu__:§_}FmHnw___"___nin_§E ___fl_____}§§_5_$3;w%__E'_§|m___h _“n_i_:2|_§1m__;2;_§_____r_____’_______2 E__:__F_£U________|:“___&_"_z_mInfizgmzgm__H_m _U;_{O_ED_“Nm_______fl__fi__fl____m_q_m_H____M_MHm_pm_fiHm“_mxb%_:_u_:5____Fq_cT___L|____J__fi:_~__h___hfl_U__F_____"_:__mm___‘_U_mmnm__U_____Uz mam___,_________m___"____u__mm Lcbmo rmm>Nmcfl________|._I__u_|H_|_‘______m“__________"____|_:|_£n_____“__“_________m__n_________nH___"fi_J_fl___fi__£__f___§_?_~m______w_O_____Us 5;n£m_U_m}E_2Dw_UP_'mH in mImm_Q _ @ #wQ_ Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) NOTES: WSDOT STD. B2A, APWA #49 OLYMPIC FOUNDRY INC. 20" X 24" REVERSIBLE LOCKING FRAME & GRATE MATL: Frame; Cast Iron ASTM A48 CL30, Grate; Ductile Iron ASTM A536 CL 80- 55-06 RATING: H-20 PART NO. SM60 D/T APPROX WT: Frame 160 Lbs, Grate 110 Lbs REV: A DATE: 6/23/2003 New border REV A DOCUMENT APPROVED BY: DATE: DWN: CL DATE: 6/23/2003 TOLERANCE XX +- .1 XXX +- .06 XXXX +- .030 < +- 2 DEG REV: DATE: CHKD: CL DATE: 6/23/2003 DWG #: SM60 DIAG DT SCALE: N/A SHEET: 1 OF 1 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) 26 Mechanical Plugs 1.800.843.7584 | www.cherneind.com Inside-of-Pipe Gripper® plugEnd-of-Pipe Gripper® plug Always block plugs when conducting air tests. Cherne's Gripper plugs can be used in a variety of applications including DWV (drain, waste and vent) testing and stack testing. End-of-Pipe design won't fall in, whereas the Inside-of-Pipe design allows you to locate the plug inside the pipe as far as you need. Time tested, the Gripper® remains one of the most popular mechanical plugs on the market. Original Gripper® Plug Features: • Ideal for sewer testing and long-term applications • Made with glass-reinforced ABS plastic • End-of-pipe design seals only at the end of a pipe • Inside-of-pipe design seals inside pipe as far as needed Equipped with: • Easy to install extra large zinc wing nut – won't rust • Natural rubber o-ring • Galvanized carriage bolt to prevent corrosion Original Gripper® Part Number Nominal Size Range of Use MaximumBack Pressure Length Product Weight End-of-Pipe Gripper 270210 1 1/2" (40 mm) 1.48"-1.65" (39-42 mm) 17 psi (1,2 bar) 40 ft. (12 M) 1.75" (44.5 mm) 0.13 lbs (0.05 kg) 270229 2" (50 mm) 1.9"-2.17" (49-55 mm) 17 psi (1,2 bar) 40 ft. (12 M) 1.87" (47.5 mm) 0.19 lbs (0.09 kg) 270237 3" (75 mm) 2.8"-3.1" (71-79 mm) 17 psi (1,2 bar) 40 ft. (12 M) 2.5" (63.5 mm) 0.375 lbs (0.16 kg) 270245 4" (100 mm) 3.8"-4.06" (96-103 mm) 17 psi (1,2 bar) 40 ft. (12 M) 2.5" (63.5 mm) 0.5 lbs (0.23 kg) 270261 6" (150 mm) 5.77"-6.08" (147-154 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 2.5 lbs (1.14 kg) 270270 8" (200 mm) 7.7"-8.03" (196-204 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 3 lbs (1.37 kg) Inside-of-Pipe Gripper 270296 4" (100 mm) 3.8"-4.06" (96-103 mm) 17 psi (1,2 bar) 40 ft. (12 M) 2.5" (63.5 mm) .5 lbs (0.23 kg) 270253 6" (150 mm) 5.77"-6.08" (147-154 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 2.5 lbs (1.14 kg) 270288 8" (200 mm) 7.7"-8.03" (196-204 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 3 lbs (1.37 kg) 899 1 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F 1336 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. 3.0 Injection Molded Fittings are produced in sizes 4" through 12" diameter. Fabricated Fittings are produced in sizes 4" through 27" diameter. A 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 resistance chart for suitability. 5.0 Marking. GPK fittings shall be marked with applicable size, "PVC", company name or logo, PSM and the ASTM specification number (D 3034, F 1336 or F 679). The fittings and/or packaging shall include the manufacturer's date and shift code. 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 1/2% of base ID as shown in Table XI.I 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 between the fitting and trench wall. A cushion of approved material up to a minimum of 12" over the fittings and between the trench walls shall be applied in accordance with the engineers' specifications. 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 at the property line and should be laid in straight alignment and uniform slope of not less than 1/4" per foot for 4" nominal pipe and 1/8" per foot for 6" pipe. Where collection sewers are deeper than 7 feet a vertical standpipe of 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 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 prevent the newly backfilled trench from becoming a "French Drain." Before backfilling 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 compaction. Tamping should be done in 4" layers and continued in this manner all the way up to 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. We warranty our products to be free of manufacturer's defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. SDR 35 / PS46 FITTING SPECIFICATIONS 2 899 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 sizes 4" through 12" diameter. Fabricated fittings are produced in sizes 4" through 27" diameter. 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 or12364 as defined in ASTM D 1784. 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. Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4" - 5" 150 Ft-Lbs 6" - 8" 210 Ft-Lbs 10" - 27" 220 Ft-Lbs Impact Resistance:Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb. Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4" 50 Ft-Lbs 6" - 8" 75 Ft-Lbs 10"-12" 90 FT-Lbs Pipe Stiffness: Extruded components are tested in accordance with ASTM D 2421. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679 of 46 psi. 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 + 10 minutes deflected @ 10.8 psi. Vacuum: 10 minutes @ 22" Hg + 10 minutes deflected @ 22" Hg. 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 F1336 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 @ 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 surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches surface area which can be bonded to pipe. GPK does not recommend gasket skirts where air tests are required. GPK FITTING SUBMITTAL SHEET GSeries Our branch intersections are reinforced against stress and breakage to a degree never before available in a PVC sewer fitting. This means the weakest point of competitors’ fittings is just another strong point in Plastic Trends’ fittings. Form #0280 Rev. 2/06See available configurations on the opposite side of this sheet. FITT I NGS Science • Technology • InnovationSTI SDR 35 PVC STI™ Gasketed Sewer Fittings Injection Molded in Sizes 4” – 12” (Fabricated sizes 15” - 36” are available) Features • 4” - 6” reducing branches on 8”, 10” and 12” fittings have a minimum wall thickness of SDR 18. • Extended Pre-Alignment Entrance. • PVC One-Piece Injection Molded. • High Performance Gasket. • Generously Blended Branch Intersections. • Square Pipe Stop. • Specially Formed Raceway. • Heavy Duty Support at Branch Intersections. • Rounded Edges to Minimize Stress Points. Applications STI™ Gasketed Sewer fittings are intended for non-pressure drainage of sewage and surface water. The Next Generation STI™ fittings are the next generation of strength and quality in gasketed sewer fittings. They combine the latest in research and development, optimizing the best of today’s Science, Technology and Innovation. Triple Certification Listing STI™ fittings are the only fittings in the industry with triple certification listing. They are third party tested and listed by NSF, UPC and CSA to meet specifications defined in ASTM D 3034, ASTM F 1336 and CSA B182.2, where applicable. New Features A one-piece integral bell and an extended pre-alignment entrance aids in proper alignment of pipe and fittings. In addition to scientifically formulated resins, square pipe stops resist pipe push-through while extra heavy support is provided under the pipe stop at branch intersections for added strength. Setting The Standard As the only manufacturer to offer a complete new line of innovative gasketed tooling, Plastic Trends sets the standard for PVC fittings produced in the industry. STI™ gasketed sewer fittings represent the latest evolution in PTI’s continuous effort to offer the most technologically advanced fittings available. If you specify, distribute or install gasketed sewer fittings, demand the most advanced fittings available, STI™. Plastic Trends supplies the only fittings with Triple Certification listing GSeries TEE GxGxG TEE GxSxG TEE W/DWV BRANCH GxGxDWV H SANITARY TEE GxGxG SANITARY TEE GxSxG WYE GxGxG WYE GxSxG WYE W/DWV BRANCH GxGxDWV H COMBO WYE & 1/8 BEND GxGxG DOUBLE WYE GxGxGxG DOUBLE WYE GxSxGxG 2-WAY CLEANOUT GxGxG 2-WAY CLEANOUT (DWV) G x G x DWV G CAP G SPIGOT PLUG S TEMPORARY PLUG S REPAIR COUPLING GxG STOP COUPLING GxG CONCENTRIC INC. COUPLING GxG ECCENTRIC INC. COUPLING GxG CONCENTRIC INC. BUSHING SxG ECCENTRIC INC. BUSHING SxG ADAPTER SWR S x DWV G DWV ADAPTER SLEEVE DWV S x SWR G RISER ADAPTER SxS DWV ADAPTER SWR G x DWV G ADAPTER SWR S x SWR G ADAPTER SWR H x SWR G SW ADAPTER SWR S x DWV G DWV ADAPTER SWR S x DWV H DWV ADAPTER SWR H x DWV G ADAPTER SWR S x SWR H 1/4 BEND GxG 1/4 BEND GxS 1/4 BEND LONG GxG 1/4 BEND LONG GxS 1/8 BEND GxG 1/8 BEND GxS 1/16 BEND GxG 1/16 BEND GxS Plastic Trends, Inc. 56400 Mound Road Shelby Twp., MI 48316 586.781.2700 • 800.232.5690 Fax: 586.781.0888 www.plastictrends.com SDR 35 PVC STI™ Gasketed Sewer Fittings Injection Molded in Sizes 4” – 12” Fabricated in Sizes 15” – 36” For additional configurations, list prices and dimensional drawings visit www.plastictrends.com Configurations Available IN-LINE BACKWATER VALVE GxG TERMINAL BACKWATER VALVE GxG Short Form Specifications 4” through 12” injection molded gasketed SDR 35 sewer fittings shall be manufactured in accordance with ASTM D 3034, ASTM F1336, and CSA B182.2. They shall be injection molded from virgin PVC compound having a cell classification of 12454 or 13343 in accordance with, and certified by the National Sanitation Foundation (NSF), to meet ASTM D 1784. Gaskets shall be manufactured in accordance with ASTM F 477 or ASTM F 913. Gaskets shall be firmly seated in fitting in order to ensure proper installation and to prevent dislocation or misalignment during system assembly. Gasket joints must comply with ASTM D 3212 Internal Pressure Test (exfiltration) and Vacuum Test (infiltration) at 5 degrees of gasket joint deflection. Where available, reducing branches on injection molded 8”, 10”, and 12” tees, wyes, and tee-wyes shall be minimum DR18 wall thickness in the reducing branch body and reducing branch hub below the gasket race. Gasketed SDR 35 sewer fittings shall be certified by the National Sanitation Foundation (NSF) and, in applicable configurations, by the International Association Of Plumbing And Municipal Officials (IAPMO) to meet ASTM D 3034, and by the Canadian Standards Association (CSA) to meet CSA B182.2. Triple Certified Listing PIPE SIZE (IN) AVERAGE O.D. (IN) NOM. I.D. (IN) MIN. T. (IN) MIN. E (IN) APPROX. D9 (IN) APPROX. WEIGHT (LBS/FT) SDR 35 (PS46) ASTM D3034 4 4.215 3.975 0.120 3.50 4.695 1.05 6 6.275 5.915 0.180 4.25 6.995 2.36 8 8.400 7.920 0.240 4.75 9.360 4.24 10 10.500 9.900 0.300 6.00 11.700 6.64 12 12.500 11.780 0.360 6.25 13.940 9.50 15 15.300 14.426 0.437 7.25 17.048 14.19 SDR 26 (PS115) ASTM D3034 4 4.215 3.891 0.162 3.50 4.863 1.40 6 6.275 5.793 0.241 4.25 7.239 3.11 8 8.400 7.754 0.323 4.75 9.692 5.63 10 10.500 9.692 0.404 6.00 12.116 8.84 12 12.500 11.538 0.481 6.25 14.424 12.56 15 15.300 14.124 0.588 7.25 17.652 18.90 PS46, ASTM F679 18 18.701 17.629 0.499 8.00 20.845 21.43 21 22.047 20.783 0.588 9.50 24.575 29.88 24 24.803 23.381 0.661 9.60 27.647 38.96 27 27.953 26.351 0.745 10.10 31.157 49.47 30 CIOD 32.000 30.194 0.853 16.75 35.612 64.18 36 CIOD 38.300 36.042 1.021 19.02 42.816 93.00 42 CIOD 44.500 41.948 1.187 22.43 49.604 — 48 CIOD 50.800 47.888 1.355 24.78 56.624 — PS115, ASTM F679 18 18.701 17.261 0.671 8.00 21.581 28.49 21 22.047 20.349 0.791 9.50 25.443 — 24 24.803 22.891 0.889 9.60 28.627 — 27 27.953 25.799 1.002 10.10 32.261 — 30 CIOD 32.000 29.070 1.148 16.75 36.348 — 36 CIOD 38.300 35.464 1.373 19.02 45.438 — 42 CIOD 44.500 41.072 1.596 22.43 51.356 — 48 CIOD 50.800 46.886 1.822 24.78 58.628 — SUBMITTAL AND DATA SHEET GRAVITY SEWER DR 35 Pipe Conforms to ASTM D 3084 and ASTM D 1784,cell class 1 2454 or 12364 Gasket conforms to ASTM F 4'77 -Standard color of pipe is green -Product manufactured with one integral gasketed bell standard per iength -Pipe is produced in 14-foot andfor 2U—foot laying lengths -{J3 Gasketed Sewer PVC “e""‘“g*“*lo ........._Aatl-tore -Each spigot end is beveled to facilitate assembly and reference marked to indicate proper insertion depth Part Number Trade Size Length (feet) Dimensions (inchea)Minimum Approximate Standard Crate 0.0. (ave) l.D.Wall Weight Per Quantity (approx)(inches)100 (lbs)(feet) 304001 4G 8040020G 4 14 20 4.215 3.96 0.120 10? 1,176 1,580 8060014G 3060020G 8 14 20 E-.2?5 5.80 0.180 244 480 700 308001 4G 308002003 8 14 | 20 8.400 7.80 0.240 445 280 400 8010001413 10 14 1 0.500 0.88 0.800 890 168 3012001-4G 12 14 12.500 11.374 0.360 1 .003 112 3015001-4G 15 14 15.300 14.3‘?0.43‘?1,491 84 www.heritagepiastics.com I-810W Sewer Pipe D3034 Gasketed Data Sheet (1 1 18] Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) Product Standard: Pipe Compound: Gasket: Integral Bell Joint: Pipe Stiffness: Pipe Length: Installation: ASTM 3034 (4”–15”) ASTM F679 (18”–48”) ASTM D1784 Cells Class 12454 or 12364 ASTM F477 ASTM D3212 ASTM D2412 F/Y = 46 PSI or 115 PSI 14 or 20 feet laying length ASTM D 2321 JM Eagle™ Installation Guide I.D. : Inside Dameter O.D. : Outside Diameter T. : Wall Thickness D9 : Bell Outside Diameter E : Distance between Assembly Mark to the end of spigot. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) northern pipe productsGasketed Sewer Pipe May-2015 | 1302 39th St NW, Fargo, ND 58102 | 701-282-7655 | 800-747-7655 | Fax: 701-282-2887 www.northernpipe.com u PVC GRAVITY SEWER PIPE | Gasketed Pipe Specifications Northern Pipe Products PVC Gasketed Sewer Pipe 4” through 15” meets all dimensional and physical specifications of ASTM D-3034. 18” through 24” sewer pipe meets all dimensional and physical specifications of ASTM F-679. 4” through 24” SDR-35 sewer pipe products are available with the CSA (Canadian Standards Association) mark of acceptance. All Gasketed Sewer Pipe is manufactured to laying lengths. u ASTM D-3034 | Gasketed Sewer Pipe NOMINAL PIPE SIZE (IN.) PIPE OUTSIDE DIAMETER (IN.) SDR-35 SDR-26 MINIMUM WALL (IN.) POUNDS PER FOOT MINIMUM WALL (IN.) POUNDS PER FOOT 14’ LENGTH 20’ LENGTH 14’ LENGTH 20’ LENGTH 4”4.215".120"1.04 lbs.1.03 lbs..162"1.38 lbs.1.36 lbs. 6”6.275".180"2.32 lbs.2.30 lbs..241"3.08 lbs.3.06 lbs. 8”8.400".240"4.18 lbs.4.13 lbs..323"5.57 lbs.5.50 lbs. 10”10.500".300"6.55 lbs.6.46 lbs..404"8.74 lbs.8.64 lbs. 12”12.500".360"9.36 lbs.9.22 lbs..481"12.41 lbs.12.28 lbs. 15”15.300".437"13.97 lbs.13.75 lbs..588"18.65 lbs.18.40 lbs. Note: 4” and 6” diameter SDR-28 with the Canadian Standards Association mark of acceptance is available on special order. u ASTM F-679 | Gasketed Sewer Pipe NOMINAL PIPE SIZE (IN.) PIPE OUTSIDE DIAMETER (IN.) SDR-35 (PS 46)SDR-26 (PS 115) MINIMUM WALL (IN.) POUNDS PER FOOT MINIMUM WALL (IN.) POUNDS PER FOOT 14’ LENGTH 20’ LENGTH 14’ LENGTH 20’ LENGTH 18"18.701".536"21.03 lbs.20.70 lbs..720"27.90 lbs.27.51 lbs. 21"22.047".632" 29.62 lbs.N/A .849"39.40 lbs.N/A 24"24.803".711"37.40 lbs.N/A .954"49.80 lbs.N/A northern pipe productsGasketed Sewer Pipe May-2015 | 1302 39th St NW, Fargo, ND 58102 | 701-282-7655 | 800-747-7655 | Fax: 701-282-2887 www.northernpipe.com u PVC GRAVITY SEWER PIPE | Gasketed Joint Specifications Northern Pipe Products PVC Gasketed Sewer Pipe is manufactured with gasketed joints conforming to ASTM D-3212. The rubber gaskets are manufactured to conform to the requirements of ASTM F-477 (Standard Specification for Elastomeric Seals for Joining Plastic Pipe). Northern Pipe Products employs the Rieber Gasket System. The Rieber joining system is a factory made “locked-in” flexible elastomeric seal. The gasket is installed in the bell race during manufacture of the joint. It should not be removed for any reason, destruction of the joint occurs. u LOCKED-IN GASKET JOINT NOMINAL PIPE SIZE (IN.) DIMENSIONS (IN.) (A) GASKET GROOVE (RACE) OUTSIDE DIAMETER (B) LIP LENGTH (C) GASKET GROOVE (RACE) LENGTH (D) OVERALL JOINT (E) SPIGOT INSERTION DEPTH 4"5.300"1.000".750"4.000"3.000" 6"7.500"1.250".875"4.250"3.250" 8"10.000"1.500".875"5.625"4.625" 10"12.350"1.500"1.000"6.250"5.250" 12"14.500"1.500"1.125"6.375"6.375" 15"17.500"1.750"1.400"7.000"6.000" 18"21.125"2.000"1.500"7.500"6.500" 21"24.750"3.000"1.725"10.000"9.000" 24"27.750"3.000"1.900"10.000"9.000" A. Gasket Groove (Race) Outside Diameter B. Lip Length C. Gasket Groove (Race) Length D. Overall Joint E. Spigot Insertion Depth B C D E A Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) IPEX USA LLC 3 Place du Commerce, Suite101, Île-des-Soeurs, Verdun, PQ, Canada H3E 1H7  (514) 769-2200  (800) 363-2620 FAX (514) 769-1672 www.ipexamerica.com GASKETED SEWER PIPE1 LETTER OF COMPLIANCE Scope: This letter of compliance covers the requirements for PVC Ring-Tite SDR28 and SDR35 Gasketed Sewer Pipe. These products meet or exceed performance standards set by the American Society for Testing and Materials (ASTM), the Bureau de normalization du Quebec (BNQ), and the CSA International (CSA). Ring-Tite Gasketed Sewer Pipes are suitable for conveyance of industrial, sanitary and storm-water sewage and is available in the following sizes: SDR28 4”, 5” and 6” (100 mm, 125 mm & 150 mm) SDR35 4” through 42” (100 mm – 1050 mm) SDR41 8” through 48” (200 mm – 1200 mm) Material: PVC Poly(Vinyl Chloride) used in the manufacturing of Ring-Tite Gasketed Sewer Pipe complies with ASTM D 1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds, having a cell classification of 12454 or 12364. Gasket materials used in the manufacturing of Ring-Tite Gasketed Sewer Pipe complies with the following requirements: ASTM F 477 “Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe” for low-head applications or, ASTM F 913 “Standard Specification for Thermoplastic Elastomeric Seals (Gaskets) for Joining Plastic Pipe” Extruded Pipe: Extruded Ring-Tite Gasketed Sewer Pipe conform to the following standards: ASTM D 2412 “Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading” ASTM D 3034 “Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings” ASTM D 3212 “Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals” ASTM F 679 “Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings” BNQ NQ 3624-60 “Plastic Pipe – Load Deflection Test” BNQ NQ 3624-130 “Piping – PVC Plastic Rigid Pipe and Fittings, 150 mm in Diameter or Smaller for Underground Sewage Application” 1 Products are manufactured by IPEX Inc. and/or IPEX USA LLC. Page 2/.. Ring-Tite Gasketed Sewer Pipe IPEX USA LLC 3 Place du Commerce, Suite101, Île-des-Soeurs, Verdun, PQ, Canada H3E 1H7  (514) 769-2200  (800) 363-2620 FAX (514) 769-1672 www.ipexamerica.com BNQ NQ 3624-135 “Unplasticized Polyvinyl Chloride (PVC) Pipe and Fittings, 200 mm in Diameter or Larger, for Underground Sewage and Soil Drainage” CSA B182.2 “PVC Sewer Pipe and Fittings (PSM Type)” Lubricant: All Ring-Tite Gasketed Sewer Pipe must be assembled using PVC pipe lubricant. Markings: Ring-Tite Gasketed Sewer Pipes are marked as prescribed in the above applicable standards to indicate size of the pipe, material designation, compliance to standard, and manufacturer’s name or trademark. Color Coding: Ring-Tite Gasketed Sewer Pipe is color-coded green for SDR35 and white for SDR28 & SDR41. Yours truly, Frank Yorio Senior Vice President, Operations Issue Date: 2011-11-09 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) •• LAYFIELD .. Product Cut Sheet 1. Product Description Needle-punched non-woven geotextiles are made from polypropylene fibres that are tangled together in a needle-punching process. The fibres may be made in continuous or short lengths and achieve their strength by interlocking. Needle-punched non­ woven geotextiles have excellent water flow rates and are used for filtration of soil fines. Needle­ punched non-woven geotextiles have been used in drainage applications including trench drains (also known as french drains), as a wrapping for perforated pipe, for erosion protection, for the separation of a roads sub base and base course, and combined with three-dimensional structures to create prefabricated drains. They are also commonly used with geomembranes to provide a protective cushion. Needle-punched non-woven primary functions: filtration; separation; protection; drainage. 2. Technical Data Materials information is on page 2. 3. Installation General Installation: Place the roll of needle punched nonwoven geotextile at the top of the slope/grade and roll down grade, over lap successive and adjacent rolls by 450mm minimum. Do not allow vehicles to drive directly on the geotextile. Geotextile should be stored such that it is protected from rain and direct sunlight. Geotexile Separation: Ensure subgrade is rolled flat and compacted to engineer's specifications with no sharp objects or protrusions. Install geotextile as per General Installation above. Geotextile Filtration for Trench Drain (French Drain): Cut the geotextile to width and install such that there is sufficient material to wrap around the drain system with a overlap at the top the width of the trench. Other Uses: Please contact your local Layfield Representative for installation instructions for all other uses. Nonwoven Geotextiles 4. Availability and Cost Available from Layfield or distributors. Call 425-254-1075 @' Pacific time 780-453-6731 C@ Mountain time, or 905-761-9123 ~ Eastern time 5. Manufactured for Layfield Environmental Systems Corp. Layfield Geosynthetics & Ind. Fabrics Ltd. 6. Warranty Products sold will meet Layfield's published specifications at time of sale. Full warranty details are available from Layfield. 7. Maintenance Once geotextiles and geogrids are installed and carefully backfilled they do not require ongoing maintenance. 8. Filing Systems www.LayfieldGroup.com www.geomembranes.com 9 M . I P aterla ropertles -M . V I etrlc a ues 21 Dec 2011 Non-Woven Needle-Punched Geotextiles -Metric Values ASTM LP3.5 LP4 LP4.5 LP6 LP7 LP8 LP10 LP12 LP16 Grab Tensile (N) D4632 401 445 533 711 800 911 1,110 1,330 1,690 Elongation (%) D4632 50 50 50 50 50 50 50 50 50 Tear (N) D4533 178 222 222 267 333 356 444 511 644 CBR Punc (N) D6241 1110 1240 1380 1820 2022 2330 2890 3510 4560 ADS (microns) D4751 300 212 212 212 212 180 150 150 150 Permittivity (sec-l) D4491 2.0 2.0 1.7 1.5 1.4 1.4 1.2 1.0 0.7 Water Flow D4491 6,095 5,689 4,885 4,480 4,074 3,657 3,251 3,055 2,035 (I/min/m 2) UV (500 hrs) D4355 70% 70% 70% 70% 70% 70% 70% 70% 70% Roll Size (m) 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x 110 110 110 91.4 91.4 91.4 91.4 91.4 45.7 Roll Weight 1(kg) 73 78 86 92 99 113 140 181 112 10 M . I P aterla ropertles -USV I a ues 21 Dec 2011 Non-Woven Needle-Punched Geotextiles -US Values ASTM LP3.5 LP4 LP4.5 LP6 LP7 LP8 Grab Tensile (Ibs) D4632 90 100 120 160 180 205 Elongation (%) D4632 50 50 50 50 50 50 Tear (Ibs) D4533 40 50 50 60 75 80 CBR Punc (Ibs) D6241 250 280 310 410 455 525 ADS (sieve) D4751 50 70 70 70 70 80 Permittivity (sec-l) D4491 2.0 2.0 1.7 1.5 1.4 1.4 Water Flow (gpm/ft2) D4491 150 140 120 110 100 90 UV (500 hrs) D4355 70% 70% 70% 70% 70% 70% Roll Size (ft) 15 x 15 x 15 x 15 x 15 x 15 x 360 360 360 300 2 300 2 300 2 Roll Weight 1 (Ibs) 160 172 190 202 220 250 Note 1 : Typical values. All other values are minimum average roll values (MARV). Note 2 : LP6, LP7, and LP8 may be 15 x 360 ft depending on inventory Layfield Environmental Systems www.geomembranes.com service@geomembranes.com Design I Manufacture I Fabrication I Installation I Maintenance LP10 LP12 LP16 250 300 380 50 50 50 100 115 145 650 790 1025 100 100 100 1.2 1.0 0.7 80 75 50 70% 70% 70% 15 x 15 x 15 x 300 300 150 308 400 250 Tel (US): 1-800-796-6868 Tel (Canada): 1-800-840-2884 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) CPSS000385 ETQR13 Mirafi® 140N Mirafi® 140N is a nonwoven geotextile composed of polypropylene fibers, which are formed into a a stable network such that the fibers retain their relative position. 140N is inert to biological degradation and resists naturally encountered chemicals, alkalis, and acids. Minimum Average Roll Value Mechanical Properties Test Method Unit MD CD Grab Tensile Strength ASTM D 4632 kN (lbs) 0.53 (120) 0.53 (120) Grab Tensile Elongation ASTM D 4632 % 50 50 Trapezoid Tear Strength ASTM D 4533 kN (lbs) 0.22 (50) 0.22 (50) Mullen Burst Strength ASTM D 3786 kPa (psi) 1550 (225) Puncture Strength1 ASTM D 4833 kN (lbs) 0.30 (65) CBR Puncture Strength ASTM D 6241 kN (lbs) 1.33 (300) Apparent Opening Size (AOS) ASTM D 4751 mm (U.S. Sieve) 0.212 (70) Permittivity ASTM D 4491 sec-1 1.8 Permeability ASTM D 4491 cm/sec 0.21 Flow Rate ASTM D 4491 l/min/m2 (gal/min/ft2) 5500 (135) UV Resistance (at 500 hours) ASTM D 4355 % strength retained 70 1 ASTM D 4833 has been replaced with ASTM D 6241 Physical Properties Test Method Unit Typical Value Weight ASTM D 5261 g/m2 (oz/yd2) 163 (4.8) Thickness ASTM D 5199 mm (mils) 1.4 (55) Roll Dimensions (width x length) -- m (ft) 3.8 x 110 (12.5 x 360) 4.5 x 110 (15 x 360) Roll Area -- m2 (yd2) 418 (500) 502 (600) Estimated Roll Weight -- kg (lb) 74 (164) 89 (197) Disclaimer: TenCate assumes no liability for the accuracy or completeness of this information or for the ultimate use by the purchaser. TenCate disclaims any and all express, implied, or statutory standards, warranties or guarantees, including without limitation any implied warranty as to merchantability or fitness for a particular purpose or arising from a course of dealing or usage of trade as to any equipment, materials, or information furnished herewith. This document should not be construed as engineering advice. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) NOM. PIPE SIZE (IN) O.D. (IN) NOM. I.D. (IN) MIN T. (IN) APPROX. WEIGHT (LBS/FT) 4”4.215 3.961 0.120 1.022 4” x 10’ Perf 4.215 3.961 0.120 1.022 6”6.275 5.893 0.180 2.285 6” x 10’ Perf 6.275 5.893 0.180 2.285 JM EAGLE™ SOLVENT WELD SEWER PIPE CONFORMS TO SPECIFICATIONS PRIOR TO PERFORATION AND CELL CLASS 12454 OR 12364 AS DEFINED IN ASTM D1784 JM EAGLE™ PVC ASTM D3034 SOLVENT WELD SDR35 SEWER PIPE PERFORATED UNDERDRAIN PIPE : : NOM. PIPE SIZE (IN) O.D. (IN) NOM. I.D. (IN) MIN T. (IN) APPROX. WEIGHT (LBS/FT) 3” Solid 3.250 3.102 0.070 0.465 3” Perf 3.250 3.102 0.070 0.465 4” Solid 4.215 4.056 0.075 0.648 4” Perf 4.215 4.056 0.075 0.648 6” Solid 6.275 6.063 0.100 1.300 6” Perf 6.275 6.063 0.100 1.300 JM EAGLE ™ SOLVENT WELD DRAIN PIPE CONFORMS TO SPECIFICATIONS AND CELL CLASS 12454 OR 12164 AS DEFINED IN ASTM D1784 JM EAGLE ™ PVC ASTM D2729 SOLVENT WELD DRAIN PIPE : : Standard Color: Green, Standard length: 10’ or 20’ Overall, Belled End Only : : Standard perforations for pipe are two rows of holes 1/2” in diameter on 5” centers and 120 º angle apart. Perforated pipe does not have ASTM designation on print line. When using JM Eagle™ PVC ASTM D3034 Solvent Weld Sewer Pipe for septic tank fields, please install in accordance with ASTM D2321, and JM Eagle™ Publication JME-05B, “Gravity Sewer Installation Guide.” : : Standard Color: White, Standard length: 10’ Overall, Belled End Only : : Standard perforations for pipe are two rows of holes 1/2” in diameter on 5” centers and 120 º angle apart. Three perforation rows may be available. When using JM Eagle™ PVC ASTM D2729 Solvent Weld Drain Pipe for septic tank fields, please install in accordance with ASTM F481, and JM Eagle™ Publication JME-05B, “Gravity Sewer Installation Guide.” * Prior to ordering or specifying, please consult JM Eagle™ for product and /or listing availability. I.D. : Inside Diameter O.D. : Outside Diameter T. : Wall Thickness 120 120 HOLE SUBMITTAL AND DATA SHEET SOLVENT WELD Optional Color: White Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) CRESLINE-NORTHWEST, LLC. CORPORATE HEADQUARTERS: 600 CROSS POINTE BOULEVARD — EVANSVILLE, IN 47715 — TELEPHONE (812) 428-9300 PLANT: 223 MAURIN ROAD — CHEHALIS, WA 98532 — TELEPHONE (360) 740-0708 — FAX (360) 740-0721 www.cresline.com PVC SDR 35 D-3034 SEWER PIPE SOLVENT WELD CNWPVC-353034SW MARCH, 2012 PLEASE ORDER BY PART NUMBER. WEIGHT FEET PERCENT MIN. 10' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO. SOLVENT WELD PVC-SEWER SDR 35 ASTM D-3034 SOLID & PERFORATED GREEN WEIGHT FEET PERCENT MIN. 20' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO. SOLVENT WELD PVC-SEWER SDR 35 ASTM D-3034 SOLID & PERFORATED GREEN WEIGHT FEET PERCENT MIN. 10' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO. SOLVENT WELD PVC-SEWER SDR 35 ASTM D-3034 SOLID & PERFORATED WHITE WEIGHT FEET PERCENT MIN. 20' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO. SOLVENT WELD PVC-SEWER SDR 35 ASTM D-3034 SOLID & PERFORATED WHITE REFER TO ASTM D-2321 FOR PROPER INSTALLATION PROCEDURES OF SDR-35 SEWER PIPE. INSTALL AS DIRECTED BY ASTM D-2321. PERFORATIONS ARE 2 ROWS OF ½" HOLES ON 5" CENTERS 120° APART. 53113 4" PERF 4.215 3.975 .120 106.51 1200 6.6 3.5 53121 106.51 1200 6.6 3.54" SOLID 4.215 3.975 .120 53179 6" PERF 6.275 5.915 .180 238.40 350 4.1 4.0 53196 238.40 350 4.1 4.06" SOLID 6.275 5.915 .180 53112 4" PERF 4.215 3.975 .120 106.51 900 4.2 3.5 53119 106.51 900 4.2 3.54" SOLID 4.215 3.975 .120 4" SOLID 4.215 .120 106.51 6" SOLID 6.275 .180 238.40 4" PERF 6" PERF 900 900 350 350 4.215 6.275 3.975 4.2 4.2 4.1 4.1 3.5 3.5 4.0 4.0 53115 53120 53180 53195 4" PERF 4.215 3.975 106.51 238.40 3.975 5.915 5.915 .120 .180 .120 106.51 1200 6.6 238.40 700 9.76" SOLID 6.275 5.915 6" PERF 6.275 5.915 .180 .180 238.40 700 9.7 4" SOLID 4.215 3.975 .120 106.51 1200 6.6 3.5 53118 3.5 53122 4.0 53183 4.0 53197 6" SOLID 6.275 5.915 .180 238.40 700 9.7 4.0 53184 6" PERF 6.275 5.915 .180 238.40 700 9.7 4.0 53198 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) I III Heritaget‘; ; .._A\atkore Solvent Weld Sewer PVC (Perforated or Solid)see as Pipe Conforms to ASTM D 3034 and ASTM D 1784,cell class 12454 or 12364 Ii Proper hole positioning is assured by centering pipe print line at top. |===Product manufactured with one integral solvent-weld hell standard per length. 3040010 30-'-'l0010F 10 630 3040020 3040020F 20 1,260 3060010 3060010F M 10 if 0 0 260 3060020 3060020F 20 520 *Perforated SDR 35 sewer pipe meets the requirements of ASTM D 3034 prior to perforation. LOCATION OF PRINT LINE AND PERFORATIONS |_F PRINT LINE 120° / 4*’.\ Perforation Specifications:Two rows of Pi"diameter holes with hole spacing of 5”center-to-center.Rows are 120°apart. 2220 Nugget Way -Eugene,OR W403 -Phone 93??)811-?4?3 www.heritagepiaetioe.oom l-505W [£12.18] 4 i 4.215 3.96 0.120 103 i '6 i 6.275 5.89 0.130 236 i Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) GPK FITTING SUBMITTAL SHEET 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 sizes 4” (100mm) through 12” (300mm) diameter. Fabricated fittings are produced in sizes 4” (100mm) through 36” (973mm) diameter. 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: 4” – 5” 150 Ft-Lbs 6” – 8” 210 Ft-Lbs 10” – 36” 220 Ft-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: 4” 50 Ft-Lbs 6” – 8” 75 Ft-Lbs 10” – 12” 90 Ft-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. 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. 811 2 HD Fowler Company Submittal - SFA22HT 71800 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 are produced in sizes 4” (100mm) through 12” (300mm) diameter. Fabricated Fittings are produced in sizes 4” (100mm) through 36” (973mm) diameter. A 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. GPK fittings shall be marked with applicable size, “PVC”, company name or logo, PSM and the ASTM specification number (D 3034, F 1336 or F679). The fittings and/or packaging shall include the manufacturer’s date and shIft code. 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 whi ch 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 f ittings as well as between fitting and trench wall. A cushion of approved material up to a minimum of 12” (305mm) over the fittings and between the trench walls shall be applied in accordance with the engineers ’ specifications. 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 of not less than ¼” per foot (20.8mm/meter) for 4” (100mm) nominal pipe and 1/8” (10.4mm/meter) per foot for 6” (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 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 prevent the newly backfilled trench from becoming a “French Drain”. Before backfilling 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 fit tings, reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater compaction. Tamping should be done in 4” (100mm) layers and continued in this manner all the 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. We warranty our products to be free of manufacturer’s defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS 811 1 Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - SFA22HT 71800 Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - SFA22HT 80750 Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - SFA22HT 80750 Powered by TCPDF (www.tcpdf.org) catch basin products Catch Basin Type 1 Reinforcing ASTM I WSDOT requirements All components #3 grade 60 reinforcing 6 Inch Riser 300lbs 12 Inch Riser • 600 lb. Precast Base Base unit has four-way knock outs provided for pipe entry 2150lbs Confonnity Standerds Washington State APWA I WSDOT Standard Specifications WSDOTB-1 Note: drawings not to scal. (2S3) 848-1551 ." 20" r 20" Shope Enterprises, Inc. 1618 East MaIn Avenue Puyallup, WA 98372-3142 Fax Una 1 (253) 845-Q292 Fax Une2 (253) 864-6172 .. " 20" , , .. " 20" ,c; 0 , , .. " 20" 0 , , " .. " 22" 0" / , / / , / , / y / / , I / '"/ .. " 22" 12" , / / 0 / , / , / Y I I / / , I / './ "'" 22" / 0 / , / / , / ~ / , / 'r .. " I I I 1-800-422-7560 [Toll Free -WA only] www .. har .... ·tu.com Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) 7" 17" 44" 20" KO (4 PLC'S) HOLES FOR 1 3/8" PINS (2 PLC'S) 4" 32 12 " 1 12 " COVER 2 14 " COVER (4 PLC'S) 13" 4" MIN 4" MIN 2 12 "+-0"1/2" TYP ELEVATION VIEW 30" 34" 2" 21 12 " 25 12 " 3" 1" X 45° (4 PLC'S) 2" PLAN VIEW 28 12 " 1 12 " COVER 15" 3" TYP (KO) 11 12 " 4" MIN 4" MIN 21" 4" MIN. 17" 4 18" 18 " 28" REINFORCEMENT DETAILS 2 3 26" 30" 6" R1 18 " TYP 24 14 " 28 14 " 3/8 4X ITEM DESCRIPTION MATR/DWG QTY WT 1 CONC :: MIX DESIGN D3N (5000 @ 28D)CONC :: D3N 1 1847 2 TYPE 1 CB - REBAR HOOP RMCBH#3 1 3.56 3 REBAR :: #3 X 18 1/2" LG - STR STEEL :: A706-60 4 0.58 4 REBAR :: #3 X 36" LG - STR STEEL :: A706-60 2 1.13 Shope Concrete 1618 East Main Avenue Puyallup, WA 98372-3142 Phone (253) 848-1551 Fax Line 1 (253) 845-0292 Fax Line 2 (253) 864-6172 1-800-422-7560 [Toll Free - WA Only] www.shopeconcrete.com TYPE 1 CATCH BASIN BASE - STANDARD WITH (4) - 20" KO'S PER WSDOT STD. PLAN B-5.20-01 1855 LBS 05 FEB 2020 ARMSTRONG SPD REVIEW 0.455 CU YD 1 / 1 1:12 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SHOPE CONCRETE. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT WRITTEN PERMISSION OF SHOPE CONCRETE IS PROHIBITED. SHEET NO SCALE DESCRIPTION DRAWN BY DRAWN DATE CHECKED BY CHECKED DATE 20 FEB 2020 PRODUCT MIX DESIGN D3N PRODUCT STRIPPING STRENGTH 2,500 PSI PRODUCT 28-DAY STRENGTH 5,000 PSI PRODUCT CONCRETE VOL PRODUCT FINISHED WEIGHT STANDARD PRODUCT DRAWING PRODUCT NOCB1B DRAWING STATUS PRODUCTION REVISION - - REVISION DATE 2020 SERIES DRAWING CLASS 26 Mechanical Plugs 1.800.843.7584 | www.cherneind.com Inside-of-Pipe Gripper® plugEnd-of-Pipe Gripper® plug Always block plugs when conducting air tests. Cherne's Gripper plugs can be used in a variety of applications including DWV (drain, waste and vent) testing and stack testing. End-of-Pipe design won't fall in, whereas the Inside-of-Pipe design allows you to locate the plug inside the pipe as far as you need. Time tested, the Gripper® remains one of the most popular mechanical plugs on the market. Original Gripper® Plug Features: • Ideal for sewer testing and long-term applications • Made with glass-reinforced ABS plastic • End-of-pipe design seals only at the end of a pipe • Inside-of-pipe design seals inside pipe as far as needed Equipped with: • Easy to install extra large zinc wing nut – won't rust • Natural rubber o-ring • Galvanized carriage bolt to prevent corrosion Original Gripper® Part Number Nominal Size Range of Use MaximumBack Pressure Length Product Weight End-of-Pipe Gripper 270210 1 1/2" (40 mm) 1.48"-1.65" (39-42 mm) 17 psi (1,2 bar) 40 ft. (12 M) 1.75" (44.5 mm) 0.13 lbs (0.05 kg) 270229 2" (50 mm) 1.9"-2.17" (49-55 mm) 17 psi (1,2 bar) 40 ft. (12 M) 1.87" (47.5 mm) 0.19 lbs (0.09 kg) 270237 3" (75 mm) 2.8"-3.1" (71-79 mm) 17 psi (1,2 bar) 40 ft. (12 M) 2.5" (63.5 mm) 0.375 lbs (0.16 kg) 270245 4" (100 mm) 3.8"-4.06" (96-103 mm) 17 psi (1,2 bar) 40 ft. (12 M) 2.5" (63.5 mm) 0.5 lbs (0.23 kg) 270261 6" (150 mm) 5.77"-6.08" (147-154 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 2.5 lbs (1.14 kg) 270270 8" (200 mm) 7.7"-8.03" (196-204 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 3 lbs (1.37 kg) Inside-of-Pipe Gripper 270296 4" (100 mm) 3.8"-4.06" (96-103 mm) 17 psi (1,2 bar) 40 ft. (12 M) 2.5" (63.5 mm) .5 lbs (0.23 kg) 270253 6" (150 mm) 5.77"-6.08" (147-154 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 2.5 lbs (1.14 kg) 270288 8" (200 mm) 7.7"-8.03" (196-204 mm) 17 psi (1,2 bar) 40 ft. (12 M) 3.75" (95.3 mm) 3 lbs (1.37 kg) 899 1 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F 1336 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. 3.0 Injection Molded Fittings are produced in sizes 4" through 12" diameter. Fabricated Fittings are produced in sizes 4" through 27" diameter. A 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 resistance chart for suitability. 5.0 Marking. GPK fittings shall be marked with applicable size, "PVC", company name or logo, PSM and the ASTM specification number (D 3034, F 1336 or F 679). The fittings and/or packaging shall include the manufacturer's date and shift code. 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 1/2% of base ID as shown in Table XI.I 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 between the fitting and trench wall. A cushion of approved material up to a minimum of 12" over the fittings and between the trench walls shall be applied in accordance with the engineers' specifications. 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 at the property line and should be laid in straight alignment and uniform slope of not less than 1/4" per foot for 4" nominal pipe and 1/8" per foot for 6" pipe. Where collection sewers are deeper than 7 feet a vertical standpipe of 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 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 prevent the newly backfilled trench from becoming a "French Drain." Before backfilling 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 compaction. Tamping should be done in 4" layers and continued in this manner all the way up to 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. We warranty our products to be free of manufacturer's defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. SDR 35 / PS46 FITTING SPECIFICATIONS 2 899 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 sizes 4" through 12" diameter. Fabricated fittings are produced in sizes 4" through 27" diameter. 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 or12364 as defined in ASTM D 1784. 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. Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4" - 5" 150 Ft-Lbs 6" - 8" 210 Ft-Lbs 10" - 27" 220 Ft-Lbs Impact Resistance:Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 lb. Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4" 50 Ft-Lbs 6" - 8" 75 Ft-Lbs 10"-12" 90 FT-Lbs Pipe Stiffness: Extruded components are tested in accordance with ASTM D 2421. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679 of 46 psi. 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 + 10 minutes deflected @ 10.8 psi. Vacuum: 10 minutes @ 22" Hg + 10 minutes deflected @ 22" Hg. 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 F1336 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 @ 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 surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches surface area which can be bonded to pipe. GPK does not recommend gasket skirts where air tests are required. GPK FITTING SUBMITTAL SHEET GSeries Our branch intersections are reinforced against stress and breakage to a degree never before available in a PVC sewer fitting. This means the weakest point of competitors’ fittings is just another strong point in Plastic Trends’ fittings. Form #0280 Rev. 2/06See available configurations on the opposite side of this sheet. FITT I NGS Science • Technology • InnovationSTI SDR 35 PVC STI™ Gasketed Sewer Fittings Injection Molded in Sizes 4” – 12” (Fabricated sizes 15” - 36” are available) Features • 4” - 6” reducing branches on 8”, 10” and 12” fittings have a minimum wall thickness of SDR 18. • Extended Pre-Alignment Entrance. • PVC One-Piece Injection Molded. • High Performance Gasket. • Generously Blended Branch Intersections. • Square Pipe Stop. • Specially Formed Raceway. • Heavy Duty Support at Branch Intersections. • Rounded Edges to Minimize Stress Points. Applications STI™ Gasketed Sewer fittings are intended for non-pressure drainage of sewage and surface water. The Next Generation STI™ fittings are the next generation of strength and quality in gasketed sewer fittings. They combine the latest in research and development, optimizing the best of today’s Science, Technology and Innovation. Triple Certification Listing STI™ fittings are the only fittings in the industry with triple certification listing. They are third party tested and listed by NSF, UPC and CSA to meet specifications defined in ASTM D 3034, ASTM F 1336 and CSA B182.2, where applicable. New Features A one-piece integral bell and an extended pre-alignment entrance aids in proper alignment of pipe and fittings. In addition to scientifically formulated resins, square pipe stops resist pipe push-through while extra heavy support is provided under the pipe stop at branch intersections for added strength. Setting The Standard As the only manufacturer to offer a complete new line of innovative gasketed tooling, Plastic Trends sets the standard for PVC fittings produced in the industry. STI™ gasketed sewer fittings represent the latest evolution in PTI’s continuous effort to offer the most technologically advanced fittings available. If you specify, distribute or install gasketed sewer fittings, demand the most advanced fittings available, STI™. Plastic Trends supplies the only fittings with Triple Certification listing GSeries TEE GxGxG TEE GxSxG TEE W/DWV BRANCH GxGxDWV H SANITARY TEE GxGxG SANITARY TEE GxSxG WYE GxGxG WYE GxSxG WYE W/DWV BRANCH GxGxDWV H COMBO WYE & 1/8 BEND GxGxG DOUBLE WYE GxGxGxG DOUBLE WYE GxSxGxG 2-WAY CLEANOUT GxGxG 2-WAY CLEANOUT (DWV) G x G x DWV G CAP G SPIGOT PLUG S TEMPORARY PLUG S REPAIR COUPLING GxG STOP COUPLING GxG CONCENTRIC INC. COUPLING GxG ECCENTRIC INC. COUPLING GxG CONCENTRIC INC. BUSHING SxG ECCENTRIC INC. BUSHING SxG ADAPTER SWR S x DWV G DWV ADAPTER SLEEVE DWV S x SWR G RISER ADAPTER SxS DWV ADAPTER SWR G x DWV G ADAPTER SWR S x SWR G ADAPTER SWR H x SWR G SW ADAPTER SWR S x DWV G DWV ADAPTER SWR S x DWV H DWV ADAPTER SWR H x DWV G ADAPTER SWR S x SWR H 1/4 BEND GxG 1/4 BEND GxS 1/4 BEND LONG GxG 1/4 BEND LONG GxS 1/8 BEND GxG 1/8 BEND GxS 1/16 BEND GxG 1/16 BEND GxS Plastic Trends, Inc. 56400 Mound Road Shelby Twp., MI 48316 586.781.2700 • 800.232.5690 Fax: 586.781.0888 www.plastictrends.com SDR 35 PVC STI™ Gasketed Sewer Fittings Injection Molded in Sizes 4” – 12” Fabricated in Sizes 15” – 36” For additional configurations, list prices and dimensional drawings visit www.plastictrends.com Configurations Available IN-LINE BACKWATER VALVE GxG TERMINAL BACKWATER VALVE GxG Short Form Specifications 4” through 12” injection molded gasketed SDR 35 sewer fittings shall be manufactured in accordance with ASTM D 3034, ASTM F1336, and CSA B182.2. They shall be injection molded from virgin PVC compound having a cell classification of 12454 or 13343 in accordance with, and certified by the National Sanitation Foundation (NSF), to meet ASTM D 1784. Gaskets shall be manufactured in accordance with ASTM F 477 or ASTM F 913. Gaskets shall be firmly seated in fitting in order to ensure proper installation and to prevent dislocation or misalignment during system assembly. Gasket joints must comply with ASTM D 3212 Internal Pressure Test (exfiltration) and Vacuum Test (infiltration) at 5 degrees of gasket joint deflection. Where available, reducing branches on injection molded 8”, 10”, and 12” tees, wyes, and tee-wyes shall be minimum DR18 wall thickness in the reducing branch body and reducing branch hub below the gasket race. Gasketed SDR 35 sewer fittings shall be certified by the National Sanitation Foundation (NSF) and, in applicable configurations, by the International Association Of Plumbing And Municipal Officials (IAPMO) to meet ASTM D 3034, and by the Canadian Standards Association (CSA) to meet CSA B182.2. Triple Certified Listing PIPE SIZE (IN) AVERAGE O.D. (IN) NOM. I.D. (IN) MIN. T. (IN) MIN. E (IN) APPROX. D9 (IN) APPROX. WEIGHT (LBS/FT) SDR 35 (PS46) ASTM D3034 4 4.215 3.975 0.120 3.50 4.695 1.05 6 6.275 5.915 0.180 4.25 6.995 2.36 8 8.400 7.920 0.240 4.75 9.360 4.24 10 10.500 9.900 0.300 6.00 11.700 6.64 12 12.500 11.780 0.360 6.25 13.940 9.50 15 15.300 14.426 0.437 7.25 17.048 14.19 SDR 26 (PS115) ASTM D3034 4 4.215 3.891 0.162 3.50 4.863 1.40 6 6.275 5.793 0.241 4.25 7.239 3.11 8 8.400 7.754 0.323 4.75 9.692 5.63 10 10.500 9.692 0.404 6.00 12.116 8.84 12 12.500 11.538 0.481 6.25 14.424 12.56 15 15.300 14.124 0.588 7.25 17.652 18.90 PS46, ASTM F679 18 18.701 17.629 0.499 8.00 20.845 21.43 21 22.047 20.783 0.588 9.50 24.575 29.88 24 24.803 23.381 0.661 9.60 27.647 38.96 27 27.953 26.351 0.745 10.10 31.157 49.47 30 CIOD 32.000 30.194 0.853 16.75 35.612 64.18 36 CIOD 38.300 36.042 1.021 19.02 42.816 93.00 42 CIOD 44.500 41.948 1.187 22.43 49.604 — 48 CIOD 50.800 47.888 1.355 24.78 56.624 — PS115, ASTM F679 18 18.701 17.261 0.671 8.00 21.581 28.49 21 22.047 20.349 0.791 9.50 25.443 — 24 24.803 22.891 0.889 9.60 28.627 — 27 27.953 25.799 1.002 10.10 32.261 — 30 CIOD 32.000 29.070 1.148 16.75 36.348 — 36 CIOD 38.300 35.464 1.373 19.02 45.438 — 42 CIOD 44.500 41.072 1.596 22.43 51.356 — 48 CIOD 50.800 46.886 1.822 24.78 58.628 — SUBMITTAL AND DATA SHEET GRAVITY SEWER DR 35 Pipe Conforms to ASTM D 3084 and ASTM D 1784,cell class 1 2454 or 12364 Gasket conforms to ASTM F 4'77 -Standard color of pipe is green -Product manufactured with one integral gasketed bell standard per iength -Pipe is produced in 14-foot andfor 2U—foot laying lengths -{J3 Gasketed Sewer PVC “e""‘“g*“*lo ........._Aatl-tore -Each spigot end is beveled to facilitate assembly and reference marked to indicate proper insertion depth Part Number Trade Size Length (feet) Dimensions (inchea)Minimum Approximate Standard Crate 0.0. (ave) l.D.Wall Weight Per Quantity (approx)(inches)100 (lbs)(feet) 304001 4G 8040020G 4 14 20 4.215 3.96 0.120 10? 1,176 1,580 8060014G 3060020G 8 14 20 E-.2?5 5.80 0.180 244 480 700 308001 4G 308002003 8 14 | 20 8.400 7.80 0.240 445 280 400 8010001413 10 14 1 0.500 0.88 0.800 890 168 3012001-4G 12 14 12.500 11.374 0.360 1 .003 112 3015001-4G 15 14 15.300 14.3‘?0.43‘?1,491 84 www.heritagepiastics.com I-810W Sewer Pipe D3034 Gasketed Data Sheet (1 1 18] Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) Product Standard: Pipe Compound: Gasket: Integral Bell Joint: Pipe Stiffness: Pipe Length: Installation: ASTM 3034 (4”–15”) ASTM F679 (18”–48”) ASTM D1784 Cells Class 12454 or 12364 ASTM F477 ASTM D3212 ASTM D2412 F/Y = 46 PSI or 115 PSI 14 or 20 feet laying length ASTM D 2321 JM Eagle™ Installation Guide I.D. : Inside Dameter O.D. : Outside Diameter T. : Wall Thickness D9 : Bell Outside Diameter E : Distance between Assembly Mark to the end of spigot. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) northern pipe productsGasketed Sewer Pipe May-2015 | 1302 39th St NW, Fargo, ND 58102 | 701-282-7655 | 800-747-7655 | Fax: 701-282-2887 www.northernpipe.com u PVC GRAVITY SEWER PIPE | Gasketed Pipe Specifications Northern Pipe Products PVC Gasketed Sewer Pipe 4” through 15” meets all dimensional and physical specifications of ASTM D-3034. 18” through 24” sewer pipe meets all dimensional and physical specifications of ASTM F-679. 4” through 24” SDR-35 sewer pipe products are available with the CSA (Canadian Standards Association) mark of acceptance. All Gasketed Sewer Pipe is manufactured to laying lengths. u ASTM D-3034 | Gasketed Sewer Pipe NOMINAL PIPE SIZE (IN.) PIPE OUTSIDE DIAMETER (IN.) SDR-35 SDR-26 MINIMUM WALL (IN.) POUNDS PER FOOT MINIMUM WALL (IN.) POUNDS PER FOOT 14’ LENGTH 20’ LENGTH 14’ LENGTH 20’ LENGTH 4”4.215".120"1.04 lbs.1.03 lbs..162"1.38 lbs.1.36 lbs. 6”6.275".180"2.32 lbs.2.30 lbs..241"3.08 lbs.3.06 lbs. 8”8.400".240"4.18 lbs.4.13 lbs..323"5.57 lbs.5.50 lbs. 10”10.500".300"6.55 lbs.6.46 lbs..404"8.74 lbs.8.64 lbs. 12”12.500".360"9.36 lbs.9.22 lbs..481"12.41 lbs.12.28 lbs. 15”15.300".437"13.97 lbs.13.75 lbs..588"18.65 lbs.18.40 lbs. Note: 4” and 6” diameter SDR-28 with the Canadian Standards Association mark of acceptance is available on special order. u ASTM F-679 | Gasketed Sewer Pipe NOMINAL PIPE SIZE (IN.) PIPE OUTSIDE DIAMETER (IN.) SDR-35 (PS 46)SDR-26 (PS 115) MINIMUM WALL (IN.) POUNDS PER FOOT MINIMUM WALL (IN.) POUNDS PER FOOT 14’ LENGTH 20’ LENGTH 14’ LENGTH 20’ LENGTH 18"18.701".536"21.03 lbs.20.70 lbs..720"27.90 lbs.27.51 lbs. 21"22.047".632" 29.62 lbs.N/A .849"39.40 lbs.N/A 24"24.803".711"37.40 lbs.N/A .954"49.80 lbs.N/A northern pipe productsGasketed Sewer Pipe May-2015 | 1302 39th St NW, Fargo, ND 58102 | 701-282-7655 | 800-747-7655 | Fax: 701-282-2887 www.northernpipe.com u PVC GRAVITY SEWER PIPE | Gasketed Joint Specifications Northern Pipe Products PVC Gasketed Sewer Pipe is manufactured with gasketed joints conforming to ASTM D-3212. The rubber gaskets are manufactured to conform to the requirements of ASTM F-477 (Standard Specification for Elastomeric Seals for Joining Plastic Pipe). Northern Pipe Products employs the Rieber Gasket System. The Rieber joining system is a factory made “locked-in” flexible elastomeric seal. The gasket is installed in the bell race during manufacture of the joint. It should not be removed for any reason, destruction of the joint occurs. u LOCKED-IN GASKET JOINT NOMINAL PIPE SIZE (IN.) DIMENSIONS (IN.) (A) GASKET GROOVE (RACE) OUTSIDE DIAMETER (B) LIP LENGTH (C) GASKET GROOVE (RACE) LENGTH (D) OVERALL JOINT (E) SPIGOT INSERTION DEPTH 4"5.300"1.000".750"4.000"3.000" 6"7.500"1.250".875"4.250"3.250" 8"10.000"1.500".875"5.625"4.625" 10"12.350"1.500"1.000"6.250"5.250" 12"14.500"1.500"1.125"6.375"6.375" 15"17.500"1.750"1.400"7.000"6.000" 18"21.125"2.000"1.500"7.500"6.500" 21"24.750"3.000"1.725"10.000"9.000" 24"27.750"3.000"1.900"10.000"9.000" A. Gasket Groove (Race) Outside Diameter B. Lip Length C. Gasket Groove (Race) Length D. Overall Joint E. Spigot Insertion Depth B C D E A Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) IPEX USA LLC 3 Place du Commerce, Suite101, Île-des-Soeurs, Verdun, PQ, Canada H3E 1H7  (514) 769-2200  (800) 363-2620 FAX (514) 769-1672 www.ipexamerica.com GASKETED SEWER PIPE1 LETTER OF COMPLIANCE Scope: This letter of compliance covers the requirements for PVC Ring-Tite SDR28 and SDR35 Gasketed Sewer Pipe. These products meet or exceed performance standards set by the American Society for Testing and Materials (ASTM), the Bureau de normalization du Quebec (BNQ), and the CSA International (CSA). Ring-Tite Gasketed Sewer Pipes are suitable for conveyance of industrial, sanitary and storm-water sewage and is available in the following sizes: SDR28 4”, 5” and 6” (100 mm, 125 mm & 150 mm) SDR35 4” through 42” (100 mm – 1050 mm) SDR41 8” through 48” (200 mm – 1200 mm) Material: PVC Poly(Vinyl Chloride) used in the manufacturing of Ring-Tite Gasketed Sewer Pipe complies with ASTM D 1784, Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds, having a cell classification of 12454 or 12364. Gasket materials used in the manufacturing of Ring-Tite Gasketed Sewer Pipe complies with the following requirements: ASTM F 477 “Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe” for low-head applications or, ASTM F 913 “Standard Specification for Thermoplastic Elastomeric Seals (Gaskets) for Joining Plastic Pipe” Extruded Pipe: Extruded Ring-Tite Gasketed Sewer Pipe conform to the following standards: ASTM D 2412 “Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading” ASTM D 3034 “Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings” ASTM D 3212 “Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals” ASTM F 679 “Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings” BNQ NQ 3624-60 “Plastic Pipe – Load Deflection Test” BNQ NQ 3624-130 “Piping – PVC Plastic Rigid Pipe and Fittings, 150 mm in Diameter or Smaller for Underground Sewage Application” 1 Products are manufactured by IPEX Inc. and/or IPEX USA LLC. Page 2/.. Ring-Tite Gasketed Sewer Pipe IPEX USA LLC 3 Place du Commerce, Suite101, Île-des-Soeurs, Verdun, PQ, Canada H3E 1H7  (514) 769-2200  (800) 363-2620 FAX (514) 769-1672 www.ipexamerica.com BNQ NQ 3624-135 “Unplasticized Polyvinyl Chloride (PVC) Pipe and Fittings, 200 mm in Diameter or Larger, for Underground Sewage and Soil Drainage” CSA B182.2 “PVC Sewer Pipe and Fittings (PSM Type)” Lubricant: All Ring-Tite Gasketed Sewer Pipe must be assembled using PVC pipe lubricant. Markings: Ring-Tite Gasketed Sewer Pipes are marked as prescribed in the above applicable standards to indicate size of the pipe, material designation, compliance to standard, and manufacturer’s name or trademark. Color Coding: Ring-Tite Gasketed Sewer Pipe is color-coded green for SDR35 and white for SDR28 & SDR41. Yours truly, Frank Yorio Senior Vice President, Operations Issue Date: 2011-11-09 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) •• LAYFIELD .. Product Cut Sheet 1. Product Description Needle-punched non-woven geotextiles are made from polypropylene fibres that are tangled together in a needle-punching process. The fibres may be made in continuous or short lengths and achieve their strength by interlocking. Needle-punched non­ woven geotextiles have excellent water flow rates and are used for filtration of soil fines. Needle­ punched non-woven geotextiles have been used in drainage applications including trench drains (also known as french drains), as a wrapping for perforated pipe, for erosion protection, for the separation of a roads sub base and base course, and combined with three-dimensional structures to create prefabricated drains. They are also commonly used with geomembranes to provide a protective cushion. Needle-punched non-woven primary functions: filtration; separation; protection; drainage. 2. Technical Data Materials information is on page 2. 3. Installation General Installation: Place the roll of needle punched nonwoven geotextile at the top of the slope/grade and roll down grade, over lap successive and adjacent rolls by 450mm minimum. Do not allow vehicles to drive directly on the geotextile. Geotextile should be stored such that it is protected from rain and direct sunlight. Geotexile Separation: Ensure subgrade is rolled flat and compacted to engineer's specifications with no sharp objects or protrusions. Install geotextile as per General Installation above. Geotextile Filtration for Trench Drain (French Drain): Cut the geotextile to width and install such that there is sufficient material to wrap around the drain system with a overlap at the top the width of the trench. Other Uses: Please contact your local Layfield Representative for installation instructions for all other uses. Nonwoven Geotextiles 4. Availability and Cost Available from Layfield or distributors. Call 425-254-1075 @' Pacific time 780-453-6731 C@ Mountain time, or 905-761-9123 ~ Eastern time 5. Manufactured for Layfield Environmental Systems Corp. Layfield Geosynthetics & Ind. Fabrics Ltd. 6. Warranty Products sold will meet Layfield's published specifications at time of sale. Full warranty details are available from Layfield. 7. Maintenance Once geotextiles and geogrids are installed and carefully backfilled they do not require ongoing maintenance. 8. Filing Systems www.LayfieldGroup.com www.geomembranes.com 9 M . I P aterla ropertles -M . V I etrlc a ues 21 Dec 2011 Non-Woven Needle-Punched Geotextiles -Metric Values ASTM LP3.5 LP4 LP4.5 LP6 LP7 LP8 LP10 LP12 LP16 Grab Tensile (N) D4632 401 445 533 711 800 911 1,110 1,330 1,690 Elongation (%) D4632 50 50 50 50 50 50 50 50 50 Tear (N) D4533 178 222 222 267 333 356 444 511 644 CBR Punc (N) D6241 1110 1240 1380 1820 2022 2330 2890 3510 4560 ADS (microns) D4751 300 212 212 212 212 180 150 150 150 Permittivity (sec-l) D4491 2.0 2.0 1.7 1.5 1.4 1.4 1.2 1.0 0.7 Water Flow D4491 6,095 5,689 4,885 4,480 4,074 3,657 3,251 3,055 2,035 (I/min/m 2) UV (500 hrs) D4355 70% 70% 70% 70% 70% 70% 70% 70% 70% Roll Size (m) 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x 4.57 x 110 110 110 91.4 91.4 91.4 91.4 91.4 45.7 Roll Weight 1(kg) 73 78 86 92 99 113 140 181 112 10 M . I P aterla ropertles -USV I a ues 21 Dec 2011 Non-Woven Needle-Punched Geotextiles -US Values ASTM LP3.5 LP4 LP4.5 LP6 LP7 LP8 Grab Tensile (Ibs) D4632 90 100 120 160 180 205 Elongation (%) D4632 50 50 50 50 50 50 Tear (Ibs) D4533 40 50 50 60 75 80 CBR Punc (Ibs) D6241 250 280 310 410 455 525 ADS (sieve) D4751 50 70 70 70 70 80 Permittivity (sec-l) D4491 2.0 2.0 1.7 1.5 1.4 1.4 Water Flow (gpm/ft2) D4491 150 140 120 110 100 90 UV (500 hrs) D4355 70% 70% 70% 70% 70% 70% Roll Size (ft) 15 x 15 x 15 x 15 x 15 x 15 x 360 360 360 300 2 300 2 300 2 Roll Weight 1 (Ibs) 160 172 190 202 220 250 Note 1 : Typical values. All other values are minimum average roll values (MARV). Note 2 : LP6, LP7, and LP8 may be 15 x 360 ft depending on inventory Layfield Environmental Systems www.geomembranes.com service@geomembranes.com Design I Manufacture I Fabrication I Installation I Maintenance LP10 LP12 LP16 250 300 380 50 50 50 100 115 145 650 790 1025 100 100 100 1.2 1.0 0.7 80 75 50 70% 70% 70% 15 x 15 x 15 x 300 300 150 308 400 250 Tel (US): 1-800-796-6868 Tel (Canada): 1-800-840-2884 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) CPSS000385 ETQR13 Mirafi® 140N Mirafi® 140N is a nonwoven geotextile composed of polypropylene fibers, which are formed into a a stable network such that the fibers retain their relative position. 140N is inert to biological degradation and resists naturally encountered chemicals, alkalis, and acids. Minimum Average Roll Value Mechanical Properties Test Method Unit MD CD Grab Tensile Strength ASTM D 4632 kN (lbs) 0.53 (120) 0.53 (120) Grab Tensile Elongation ASTM D 4632 % 50 50 Trapezoid Tear Strength ASTM D 4533 kN (lbs) 0.22 (50) 0.22 (50) Mullen Burst Strength ASTM D 3786 kPa (psi) 1550 (225) Puncture Strength1 ASTM D 4833 kN (lbs) 0.30 (65) CBR Puncture Strength ASTM D 6241 kN (lbs) 1.33 (300) Apparent Opening Size (AOS) ASTM D 4751 mm (U.S. Sieve) 0.212 (70) Permittivity ASTM D 4491 sec-1 1.8 Permeability ASTM D 4491 cm/sec 0.21 Flow Rate ASTM D 4491 l/min/m2 (gal/min/ft2) 5500 (135) UV Resistance (at 500 hours) ASTM D 4355 % strength retained 70 1 ASTM D 4833 has been replaced with ASTM D 6241 Physical Properties Test Method Unit Typical Value Weight ASTM D 5261 g/m2 (oz/yd2) 163 (4.8) Thickness ASTM D 5199 mm (mils) 1.4 (55) Roll Dimensions (width x length) -- m (ft) 3.8 x 110 (12.5 x 360) 4.5 x 110 (15 x 360) Roll Area -- m2 (yd2) 418 (500) 502 (600) Estimated Roll Weight -- kg (lb) 74 (164) 89 (197) Disclaimer: TenCate assumes no liability for the accuracy or completeness of this information or for the ultimate use by the purchaser. TenCate disclaims any and all express, implied, or statutory standards, warranties or guarantees, including without limitation any implied warranty as to merchantability or fitness for a particular purpose or arising from a course of dealing or usage of trade as to any equipment, materials, or information furnished herewith. This document should not be construed as engineering advice. Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) NOM. PIPE SIZE (IN) O.D. (IN) NOM. I.D. (IN) MIN T. (IN) APPROX. WEIGHT (LBS/FT) 4”4.215 3.961 0.120 1.022 4” x 10’ Perf 4.215 3.961 0.120 1.022 6”6.275 5.893 0.180 2.285 6” x 10’ Perf 6.275 5.893 0.180 2.285 JM EAGLE™ SOLVENT WELD SEWER PIPE CONFORMS TO SPECIFICATIONS PRIOR TO PERFORATION AND CELL CLASS 12454 OR 12364 AS DEFINED IN ASTM D1784 JM EAGLE™ PVC ASTM D3034 SOLVENT WELD SDR35 SEWER PIPE PERFORATED UNDERDRAIN PIPE : : NOM. PIPE SIZE (IN) O.D. (IN) NOM. I.D. (IN) MIN T. (IN) APPROX. WEIGHT (LBS/FT) 3” Solid 3.250 3.102 0.070 0.465 3” Perf 3.250 3.102 0.070 0.465 4” Solid 4.215 4.056 0.075 0.648 4” Perf 4.215 4.056 0.075 0.648 6” Solid 6.275 6.063 0.100 1.300 6” Perf 6.275 6.063 0.100 1.300 JM EAGLE ™ SOLVENT WELD DRAIN PIPE CONFORMS TO SPECIFICATIONS AND CELL CLASS 12454 OR 12164 AS DEFINED IN ASTM D1784 JM EAGLE ™ PVC ASTM D2729 SOLVENT WELD DRAIN PIPE : : Standard Color: Green, Standard length: 10’ or 20’ Overall, Belled End Only : : Standard perforations for pipe are two rows of holes 1/2” in diameter on 5” centers and 120 º angle apart. Perforated pipe does not have ASTM designation on print line. When using JM Eagle™ PVC ASTM D3034 Solvent Weld Sewer Pipe for septic tank fields, please install in accordance with ASTM D2321, and JM Eagle™ Publication JME-05B, “Gravity Sewer Installation Guide.” : : Standard Color: White, Standard length: 10’ Overall, Belled End Only : : Standard perforations for pipe are two rows of holes 1/2” in diameter on 5” centers and 120 º angle apart. Three perforation rows may be available. When using JM Eagle™ PVC ASTM D2729 Solvent Weld Drain Pipe for septic tank fields, please install in accordance with ASTM F481, and JM Eagle™ Publication JME-05B, “Gravity Sewer Installation Guide.” * Prior to ordering or specifying, please consult JM Eagle™ for product and /or listing availability. I.D. : Inside Diameter O.D. : Outside Diameter T. : Wall Thickness 120 120 HOLE SUBMITTAL AND DATA SHEET SOLVENT WELD Optional Color: White Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) CRESLINE-NORTHWEST, LLC. CORPORATE HEADQUARTERS: 600 CROSS POINTE BOULEVARD — EVANSVILLE, IN 47715 — TELEPHONE (812) 428-9300 PLANT: 223 MAURIN ROAD — CHEHALIS, WA 98532 — TELEPHONE (360) 740-0708 — FAX (360) 740-0721 www.cresline.com PVC SDR 35 D-3034 SEWER PIPE SOLVENT WELD CNWPVC-353034SW MARCH, 2012 PLEASE ORDER BY PART NUMBER. WEIGHT FEET PERCENT MIN. 10' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO. SOLVENT WELD PVC-SEWER SDR 35 ASTM D-3034 SOLID & PERFORATED GREEN WEIGHT FEET PERCENT MIN. 20' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO. SOLVENT WELD PVC-SEWER SDR 35 ASTM D-3034 SOLID & PERFORATED GREEN WEIGHT FEET PERCENT MIN. 10' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO. SOLVENT WELD PVC-SEWER SDR 35 ASTM D-3034 SOLID & PERFORATED WHITE WEIGHT FEET PERCENT MIN. 20' BELLED END MIN. PER PER OF BELL PART SIZE O.D. I.D. WALL 100' PALLET TL LENGTH NO. SOLVENT WELD PVC-SEWER SDR 35 ASTM D-3034 SOLID & PERFORATED WHITE REFER TO ASTM D-2321 FOR PROPER INSTALLATION PROCEDURES OF SDR-35 SEWER PIPE. INSTALL AS DIRECTED BY ASTM D-2321. PERFORATIONS ARE 2 ROWS OF ½" HOLES ON 5" CENTERS 120° APART. 53113 4" PERF 4.215 3.975 .120 106.51 1200 6.6 3.5 53121 106.51 1200 6.6 3.54" SOLID 4.215 3.975 .120 53179 6" PERF 6.275 5.915 .180 238.40 350 4.1 4.0 53196 238.40 350 4.1 4.06" SOLID 6.275 5.915 .180 53112 4" PERF 4.215 3.975 .120 106.51 900 4.2 3.5 53119 106.51 900 4.2 3.54" SOLID 4.215 3.975 .120 4" SOLID 4.215 .120 106.51 6" SOLID 6.275 .180 238.40 4" PERF 6" PERF 900 900 350 350 4.215 6.275 3.975 4.2 4.2 4.1 4.1 3.5 3.5 4.0 4.0 53115 53120 53180 53195 4" PERF 4.215 3.975 106.51 238.40 3.975 5.915 5.915 .120 .180 .120 106.51 1200 6.6 238.40 700 9.76" SOLID 6.275 5.915 6" PERF 6.275 5.915 .180 .180 238.40 700 9.7 4" SOLID 4.215 3.975 .120 106.51 1200 6.6 3.5 53118 3.5 53122 4.0 53183 4.0 53197 6" SOLID 6.275 5.915 .180 238.40 700 9.7 4.0 53184 6" PERF 6.275 5.915 .180 238.40 700 9.7 4.0 53198 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) I III Heritaget‘; ; .._A\atkore Solvent Weld Sewer PVC (Perforated or Solid)see as Pipe Conforms to ASTM D 3034 and ASTM D 1784,cell class 12454 or 12364 Ii Proper hole positioning is assured by centering pipe print line at top. |===Product manufactured with one integral solvent-weld hell standard per length. 3040010 30-'-'l0010F 10 630 3040020 3040020F 20 1,260 3060010 3060010F M 10 if 0 0 260 3060020 3060020F 20 520 *Perforated SDR 35 sewer pipe meets the requirements of ASTM D 3034 prior to perforation. LOCATION OF PRINT LINE AND PERFORATIONS |_F PRINT LINE 120° / 4*’.\ Perforation Specifications:Two rows of Pi"diameter holes with hole spacing of 5”center-to-center.Rows are 120°apart. 2220 Nugget Way -Eugene,OR W403 -Phone 93??)811-?4?3 www.heritagepiaetioe.oom l-505W [£12.18] 4 i 4.215 3.96 0.120 103 i '6 i 6.275 5.89 0.130 236 i Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) GPK FITTING SUBMITTAL SHEET 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 sizes 4” (100mm) through 12” (300mm) diameter. Fabricated fittings are produced in sizes 4” (100mm) through 36” (973mm) diameter. 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: 4” – 5” 150 Ft-Lbs 6” – 8” 210 Ft-Lbs 10” – 36” 220 Ft-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: 4” 50 Ft-Lbs 6” – 8” 75 Ft-Lbs 10” – 12” 90 Ft-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. 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. 811 2 HD Fowler Company Submittal - SFA22HT 71800 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 are produced in sizes 4” (100mm) through 12” (300mm) diameter. Fabricated Fittings are produced in sizes 4” (100mm) through 36” (973mm) diameter. A 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. GPK fittings shall be marked with applicable size, “PVC”, company name or logo, PSM and the ASTM specification number (D 3034, F 1336 or F679). The fittings and/or packaging shall include the manufacturer’s date and shIft code. 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 whi ch 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 f ittings as well as between fitting and trench wall. A cushion of approved material up to a minimum of 12” (305mm) over the fittings and between the trench walls shall be applied in accordance with the engineers ’ specifications. 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 of not less than ¼” per foot (20.8mm/meter) for 4” (100mm) nominal pipe and 1/8” (10.4mm/meter) per foot for 6” (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 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 prevent the newly backfilled trench from becoming a “French Drain”. Before backfilling 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 fit tings, reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater compaction. Tamping should be done in 4” (100mm) layers and continued in this manner all the 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. We warranty our products to be free of manufacturer’s defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. SDR35 D 3034 / PS46 F 679 FITTING SPECIFICATIONS 811 1 Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - SFA22HT 71800 Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - SFA22HT 80750 Powered by TCPDF (www.tcpdf.org) HD Fowler Company Submittal - SFA22HT 80750 Powered by TCPDF (www.tcpdf.org) catch basin products Catch Basin Type 1 Reinforcing ASTM I WSDOT requirements All components #3 grade 60 reinforcing 6 Inch Riser 300lbs 12 Inch Riser • 600 lb. Precast Base Base unit has four-way knock outs provided for pipe entry 2150lbs Confonnity Standerds Washington State APWA I WSDOT Standard Specifications WSDOTB-1 Note: drawings not to scal. (2S3) 848-1551 ." 20" r 20" Shope Enterprises, Inc. 1618 East MaIn Avenue Puyallup, WA 98372-3142 Fax Una 1 (253) 845-Q292 Fax Une2 (253) 864-6172 .. " 20" , , .. " 20" ,c; 0 , , .. " 20" 0 , , " .. " 22" 0" / , / / , / , / y / / , I / '"/ .. " 22" 12" , / / 0 / , / , / Y I I / / , I / './ "'" 22" / 0 / , / / , / ~ / , / 'r .. " I I I 1-800-422-7560 [Toll Free -WA only] www .. har .... ·tu.com Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) 7" 17" 44" 20" KO (4 PLC'S) HOLES FOR 1 3/8" PINS (2 PLC'S) 4" 32 12 " 1 12 " COVER 2 14 " COVER (4 PLC'S) 13" 4" MIN 4" MIN 2 12 "+-0"1/2" TYP ELEVATION VIEW 30" 34" 2" 21 12 " 25 12 " 3" 1" X 45° (4 PLC'S) 2" PLAN VIEW 28 12 " 1 12 " COVER 15" 3" TYP (KO) 11 12 " 4" MIN 4" MIN 21" 4" MIN. 17" 4 18" 18 " 28" REINFORCEMENT DETAILS 2 3 26" 30" 6" R1 18 " TYP 24 14 " 28 14 " 3/8 4X ITEM DESCRIPTION MATR/DWG QTY WT 1 CONC :: MIX DESIGN D3N (5000 @ 28D)CONC :: D3N 1 1847 2 TYPE 1 CB - REBAR HOOP RMCBH#3 1 3.56 3 REBAR :: #3 X 18 1/2" LG - STR STEEL :: A706-60 4 0.58 4 REBAR :: #3 X 36" LG - STR STEEL :: A706-60 2 1.13 Shope Concrete 1618 East Main Avenue Puyallup, WA 98372-3142 Phone (253) 848-1551 Fax Line 1 (253) 845-0292 Fax Line 2 (253) 864-6172 1-800-422-7560 [Toll Free - WA Only] www.shopeconcrete.com TYPE 1 CATCH BASIN BASE - STANDARD WITH (4) - 20" KO'S PER WSDOT STD. PLAN B-5.20-01 1855 LBS 05 FEB 2020 ARMSTRONG SPD REVIEW 0.455 CU YD 1 / 1 1:12 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SHOPE CONCRETE. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT WRITTEN PERMISSION OF SHOPE CONCRETE IS PROHIBITED. SHEET NO SCALE DESCRIPTION DRAWN BY DRAWN DATE CHECKED BY CHECKED DATE 20 FEB 2020 PRODUCT MIX DESIGN D3N PRODUCT STRIPPING STRENGTH 2,500 PSI PRODUCT 28-DAY STRENGTH 5,000 PSI PRODUCT CONCRETE VOL PRODUCT FINISHED WEIGHT STANDARD PRODUCT DRAWING PRODUCT NOCB1B DRAWING STATUS PRODUCTION REVISION - - REVISION DATE 2020 SERIES DRAWING CLASS Oldcastlei Enclosure Solutions 12" I ‘H. ll‘ '‘\- -g~\'1 t_a‘\1 M CARSON Haavywall 1 324B CF ma E we 12"enme Material.HDF-‘Eiii 1 M008!‘13"it 24" ai *~‘“ _1'|1i\ti.t,r rt . 13" ._aw.Ki‘ht‘-:"~ ll Weight 1?IDS Wall Type Straight MUUSBTIUEBS - Perlermanee AHSUSCTE T?Tier B WLIC 3 B ASTM {IF-57 A 3 Eireeade El]U00 lb minimum lead failure ‘1B"Bl]lT'l": p ‘Material ’t...Model "''W ___Weight xiii '33 1*“wall Type -."*Meeeeheiee -Perlrirmaitee ai 1*“ 1%‘;it 13"it24 a|ii3LrSCTE ??1‘ier a WUG 3 5 ASTM BB5?A-3 Exceeds 21]U-iJ£i lb minimum lead failure it Medium Duty..,fit _fix Qt a Nun deliberate Traffic Kilt at '1 -F "H Fer uee in nrin ‘r'ElhlCU|Etl'trafiie eituatiene eniir Actual lead rating Ia determined bi;the ‘Cover eemea standard with permanent marl-iinga ler manufacturer.lead rating.medel size arid mai1i.rfat:ti.iring ieeatidri.tieii arid ezriier edmtiiratien Weights and dimeneiene may varii ellghtlr Contact yeur llldeaetie Eneleeiire Selutiene Distrihutien Center fer epeeifie iritermatien and additierial eptiene.Flew 1Dr’2D‘lE ezuiaeiaaaaia.Inc Oldcastle Enclosure Solutions Options,Available Heavy Duty Plastic Dotiers Flush Solid Dover Flush Dover with Plastic Header Door Flush Cover with Cast iron Header Door Flush Cover with AMH Recess Flush Dover with AMR Bracket (undermounh Aiiraitahle Domposite Doirers Flush Solid Cover Airaifahle Ductile Iron [fevers Flush Solrd Cover Flush Dover with Ductile iron Max ‘iliew Header Door Add Dri Dptions for All Doiirers AMH Opening A\|ia“ab|E Baum-‘eta covers RECESS Flush Solrd Dover Flush Cover with Cast iron Header Door Add Dn Dptions for Plastic and Polymer Dmrers AMH Bracket IiillatonelProp-artyFlawMaterialweGlassCategory S|]EiBlflBfl1lDIlS'Density grew M CARSON Heairywail 1 324B CF Polymer Coirer HD HDPE AMH Recess Ductile iron Max View Cover A-'5'-Thl Test Method Typical Value‘ D ‘I2-=15 D 15-D5 Tensile Strength at break pet Elongation at break ‘PE- DEB-E D 95D rnin not to exceed D Q-E5 3 DDD to 4 4DD es-"st Tensile Impact ft itzirini Fiexural Modulus psi F’‘.532 D TDD Low Temperature Bnttieness FSD at "ii Hardness Shore D Deflection Ternperafmire at BE psi "F Electrical Dteiectnc Strength Wmii Molded Product |:l‘lE—IT1lC5]_|:|E5lgTflfl-EB El ‘ME D E-it] D E45 cars 12D ODD min not to exceed 2=fD DDD 155’rriin not to—exceed 20¢)" 1‘-lDD min not to exceed EDD D543 Water Absorption D ETD T.he-i.=eil.i.ie-ts i'rsteo'for physrcaipmperljrmeaaurementseire nominal vaiii.ries i:ir.iil].-' Gerleirr pot-srcelproioerhr oteesuremerts are suorec to i-'-iarratroos consistent wrth the test methods and are Iiwi!1'1i-'1 e generally accepted range fiorsuch values Pmduct |-“ad Medium Duty Non-deliberate Traffic Hating For use in non 'tlEi‘iii3tilE'i1'tralltc situations only Note,Actual load rating is determined on the pox and cover combination Weights and dimensions may vary slightly All information contained on thrs sheet is cunent at the time of onnting Dldcastie Precast.inc resenres the right to discontinue or update product information without notice Very Resistant Less than 1 ea wetght change Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) Oldcastlei Enclosure Solutions 12" I ‘H. ll‘ '‘\- -g~\'1 t_a‘\1 M CARSON Haavywall 1 324B CF ma E we 12"enme Material.HDF-‘Eiii 1 M008!‘13"it 24" ai *~‘“ _1'|1i\ti.t,r rt . 13" ._aw.Ki‘ht‘-:"~ ll Weight 1?IDS Wall Type Straight MUUSBTIUEBS - Perlermanee AHSUSCTE T?Tier B WLIC 3 B ASTM {IF-57 A 3 Eireeade El]U00 lb minimum lead failure ‘1B"Bl]lT'l": p ‘Material ’t...Model "''W ___Weight xiii '33 1*“wall Type -."*Meeeeheiee -Perlrirmaitee ai 1*“ 1%‘;it 13"it24 a|ii3LrSCTE ??1‘ier a WUG 3 5 ASTM BB5?A-3 Exceeds 21]U-iJ£i lb minimum lead failure it Medium Duty..,fit _fix Qt a Nun deliberate Traffic Kilt at '1 -F "H Fer uee in nrin ‘r'ElhlCU|Etl'trafiie eituatiene eniir Actual lead rating Ia determined bi;the ‘Cover eemea standard with permanent marl-iinga ler manufacturer.lead rating.medel size arid mai1i.rfat:ti.iring ieeatidri.tieii arid ezriier edmtiiratien Weights and dimeneiene may varii ellghtlr Contact yeur llldeaetie Eneleeiire Selutiene Distrihutien Center fer epeeifie iritermatien and additierial eptiene.Flew 1Dr’2D‘lE ezuiaeiaaaaia.Inc Oldcastle Enclosure Solutions Options,Available Heavy Duty Plastic Dotiers Flush Solid Dover Flush Dover with Plastic Header Door Flush Cover with Cast iron Header Door Flush Cover with AMH Recess Flush Dover with AMR Bracket (undermounh Aiiraitahle Domposite Doirers Flush Solid Cover Airaifahle Ductile Iron [fevers Flush Solrd Cover Flush Dover with Ductile iron Max ‘iliew Header Door Add Dri Dptions for All Doiirers AMH Opening A\|ia“ab|E Baum-‘eta covers RECESS Flush Solrd Dover Flush Cover with Cast iron Header Door Add Dn Dptions for Plastic and Polymer Dmrers AMH Bracket IiillatonelProp-artyFlawMaterialweGlassCategory S|]EiBlflBfl1lDIlS'Density grew M CARSON Heairywail 1 324B CF Polymer Coirer HD HDPE AMH Recess Ductile iron Max View Cover A-'5'-Thl Test Method Typical Value‘ D ‘I2-=15 D 15-D5 Tensile Strength at break pet Elongation at break ‘PE- DEB-E D 95D rnin not to exceed D Q-E5 3 DDD to 4 4DD es-"st Tensile Impact ft itzirini Fiexural Modulus psi F’‘.532 D TDD Low Temperature Bnttieness FSD at "ii Hardness Shore D Deflection Ternperafmire at BE psi "F Electrical Dteiectnc Strength Wmii Molded Product |:l‘lE—IT1lC5]_|:|E5lgTflfl-EB El ‘ME D E-it] D E45 cars 12D ODD min not to exceed 2=fD DDD 155’rriin not to—exceed 20¢)" 1‘-lDD min not to exceed EDD D543 Water Absorption D ETD T.he-i.=eil.i.ie-ts i'rsteo'for physrcaipmperljrmeaaurementseire nominal vaiii.ries i:ir.iil].-' Gerleirr pot-srcelproioerhr oteesuremerts are suorec to i-'-iarratroos consistent wrth the test methods and are Iiwi!1'1i-'1 e generally accepted range fiorsuch values Pmduct |-“ad Medium Duty Non-deliberate Traffic Hating For use in non 'tlEi‘iii3tilE'i1'tralltc situations only Note,Actual load rating is determined on the pox and cover combination Weights and dimensions may vary slightly All information contained on thrs sheet is cunent at the time of onnting Dldcastie Precast.inc resenres the right to discontinue or update product information without notice Very Resistant Less than 1 ea wetght change Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) SUBMITTAL INFORMATION H METER SWIVEL NUT INLET BY FEMALE IRON PIPE THREAD OUTLET Angle Single Check Valve -(HA31-xxx-NL style) Meier 5WivE*|Nut Poppet Assembly Brass Valve Body Meter Coupling Thread ZZZIEPDM Rubber Poppa A,-3,335 gap EPDM Rubber Meter Gasket __—_—_%_"‘-—-_-_,____________ _..-oi‘$1 1.15is ;'-iii;,fII-"'‘F .fl."I .-"'P stie55:‘-"-’.-*':-:=-"..-' -i.-i._\_. H’ "ft."'=iT I 1'1" I 'l-I'l- ‘‘-'i| 'l-'--. O I ~-t"-.\\-.-. '\-'i|m -._'-._____‘-.~"-._‘I,_mt‘ Inlet A TI 7‘_| -i. -i. -i. i J‘355-"'I>§’ \."-.+____I ..§'.-".-"'..-"'..§'.-".-"/,]I“,.-",.-",.-’_,|r-E ~_|' 'TT'"'r '1 '2 H in .'{_._"._ .ta 1.I 1'_I-I -.1 Ix __H‘fie EPDM Ci-Ring ~—-Female Iron Pipe Thread Drilled for Seal Wire ~e—Length —€—I-i Outlet VALVE Size METER INLET S|zE DuTLET S|zE LENGTH HEIGHT AFPRWL PART ‘II SUBMITTEDWT._Las Nunsaan lTE|u|(s) ____________"‘I—5l'B"fl-518"1.2 HA31-313-NL 5l'B Jt3l'4 St 314'"1-5l'B"‘I-5fB"1.3 HA31-323-NL (ASTM e584,uus cssess) FEATURES 1-W8"I ‘I-WE"1.6 I HA31-444-NL All brass that comes in contact with potable water conforms to AWWA Standard C800 The product has the letters “NL"cast into the main body for lead-free identification Certified to NSFIANSI Standard 61 and NSF/ANSI Standard 372 where applicable Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584,UNS CBSBOO,85-5-5-5) In-line accessible for quick inspection and replacement of internal working parts without removing the valve from the service line.Replacement kits are available 175 PSI maximum working water pressure 180 degree Fahrenheit maximum constant temperature Conforms to AWWA C700 for meter threads The Ford Meter Elox Company considers the information in this submittal form to be correct at the time of publication.item and option avaiiabrlitv including specifications,are subject to change without notice.Please verify that your product information is current. The Ford Meter Box Company,Inc.Submitted B1" |==.o.Box 443,Wabash,Indiana U.S.A.4sss2-0443 Phone:260-563-3‘l?1 r’Fax?SUD-825-348? Overseas Fart:260-563-0167 www.fordmeterbo:it.com 99.-i2.311.'5lI Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) 1- SUBMITTAL INFORMATION _ ."""'--.,.-",.'®i I PACK J0|NT FOR COPPER OR PLAST|C TUB|NG (CTS)|NLET BY METER SW|VEL NUT OUTLET I Sturdy Stfips a||Uw QUE‘H-Hjtiun and r ODE ptfifle TEE-HEEIU Elfld STSITI are enclosed and protected A snap ring loclts the stem into the body _'-'_of the valve __ Padlock Wing for locking valve (."_"_t Drilled for Seal Wire in closed position _____—T_*l 'In H.Bronze Snap Ring"''''-Meter Coupling ThreadDualEPDMCl-rings in the ___%_.-__1 stem *——~-T‘-'A \.—H/EPDM Rubber meter gasket F|UP"°P3mP"'¢°5fE'd 'II“H '___Meter Swivel Nut brass ball ‘|T "'' || rev lMoldedEPDMrubber'. seat with reinforcing ring ;- _-. ..-.-..---'—__.—--..-'..-".-'.-'-' supports the ball ___..; .-'-..-"I.-"I -'-."'-.".-'.'. Beveled EPDM rubber gasket __"HE.-gm provides hydraulic seal Anti-Friction Washer '\-. J- -iiIntegralclampcontainsmachinedL grooves for axial restraint .[1_;'Pack Joint Nut ___ Stainless steel screw if H‘‘ activates clamp Hf‘:_>|Length 3, AWE ‘IE Size |l'ilLET OUTLET LENGTH HGHT WT.Les Nuiiiieisn lremfs) 1-53i'64"2-W32"BA43-4-44W-NL Note:Ford recommends using insert stiffeners with plastic pipe or tubing. V S SERVICE LINE METER 5-IIE H HFPRDI.PART I 1/SUBMITTED FEATURES -All brass that comes in contact with potable water conforms to AWWA Standard C800 [ASTM B584,UNS B89833} -The product has the letters “ML”cast into the main body for lead-free identification -Certified to NSFIANSI Standard 61 and NSFIANSI Standard 372 where applicable -Brass components that do not come in contact with potabte water conform to AWWA Standard C800 {ASTM B62 and ASTM B584,UNS C83i5D0,85-5-5-5) -Ends are integral or secured with adhesive to prevent unintentional dlsassembly Hole for attaching handle is provided in tee-head 300 PSI working pressure Padlock wing for locking valve in closed position r Conforms to AWWA C700 for meter threads Note:Recommended for inlet side shut—off Optional full 360°tee-head rotation.Insert "R"into part number I- The Ford Meter Bo:-t 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. PO Box 443 Wabash Indiana U S A 46992 0443 Phone 260-563-3‘l?1 I Fax 8UEl-B26-348? Overseas Fair:260-563-016? The Ford Meter Box Company,Inc.l Submitted 51*" www.fo rd rrieterbozitcom 1gg[_]g,rjigf|i-g|g 5 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) FEMALE IRON PIPE THREAD BY PACK JOINT FOR COPPER OR PLASTIC TUBING (CTS) The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com Submitted By: The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. 12/12/14 Beveled EPDM rubber gasket provides hydraulic seal FIP Size Anti-friction washer Iron Pipe Threads PJ Size Integral Clamp Contains Machined Grooves for Axial Restraint Stainless Steel Screw Activates Clamp Length SUBMITTAL INFORMATION Pack Joint Coupling - (C14-xx-NL style) DESCRIPTION LENGTH APPROX. WT. LBS PART NUMBER SUBMITTED ITEM(S)FEMALE IRON PIPE P.J. FOR CTS 1/2" 1/2" 1-9/16" 0.4 C14-11-NL 1/2" 3/4" 1-5/16" 0.5 C14-13-NL 3/4" 1/2" 1-3/4" 0.6 C14-31-NL 3/4" 3/4" 1-5/16" 0.6 C14-33-NL 3/4" 1" 1-3/4" 0.7 C14-34-NL 3/4" 1-1/4" 1-7/8" 1.3 C14-35-NL 1" 3/4" 1-13/16" 0.7 C14-43-NL 1" 1" 1-7/8" 0.9 C14-44-NL 1" 1-1/4" 1-13/16" 1.1 C14-45-NL 1-1/4" 1" 1-13/16" 0.9 PJA4-44-C14-54-NL 1-1/4" 1-1/4" 1-15/16" 1.4 PJA4-45-C14-55-NL 1-1/4" 1-1/2" 2-1/8" 1.7 PJA4-46-C14-56-NL 1-1/2" 1-1/2" 2-7/16" 2.3 C14-66-NL 1-1/2" 2" 2-1/2" 2.6 C14-67-NL 2" 1-1/2" 3-1/4" 2.5 C14-76-NL 2" 2" 2-1/4" 2.8 C14-77-NL Note: Ford recommends insert stiffeners when using plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters “NL” cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Sleeve design provides hexagonal wrench flats for proper installation Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) MALE IRON PIPE BY PACK JOINT FOR COPPER OR PLASTIC TUBING (CTS) Pack Joint NutBeveled EPDM rubber gasket provides hydraulic seal Integral clamp contains machined grooves for axial restraint Male Iron Pipe Threads Stainless steel screw activates clamp Anti-friction ring MIP Size Length The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com Submitted By: The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. 02/09/15 PJ Size Pack Joint Coupling - (C84-xx-NL style) SUBMITTAL INFORMATION DESCRIPTION LENGTH APPROX. WT. LBS PART NUMBER ✓ SUBMITTED ITEM(S)MALE IRON PIPE P.J. FOR CTS 1/2" 1/2" 2" 0.5 C84-11-NL 1/2" 5/8" 2-1/16" 0.8 C84-12-NL 1/2" 3/4" 2-1/16" 0.8 C84-13-NL 3/4" 1/2" 2" 0.8 C84-31-NL 3/4" 5/8" - 0.7 C84-32-NL 3/4" 3/4" 2-1/4" 0.6 C84-33-NL 3/4" 1" 2-3/8" 0.7 C84-34-NL 1" 5/8" - 0.7 C84-42-NL 1" 3/4" 2-3/8" 0.7 C84-43-NL 1" 1" 2-9/16" 0.8 C84-44-NL 1" 1-1/4" 2-1/2" 1.2 C84-45-NL 1" 1-1/2" 2-9/16" 1.8 C84-46-NL 1-1/4" 1" 2-9/16" 1.4 C84-54-NL 1-1/4" 1-1/4" 2-9/16" 1.4 C84-55-NL 1-1/4" 1-1/2" 3-1/4" 1.8 C84-56-NL 1-1/2" 1-1/2" 3-1/4" 2.0 C84-66-NL 1-1/2" 2" 2-15/16" 2.6 C84-67-NL 2" 2" 3-1/4" 3.1 C84-77-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters “NL” cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Sleeve design provides hexagonal wrench flats for proper installation SUBMITTAL INFORMATION -|I _'j_TJ _-.- Ballcorp Corporation Stops -(FB1000-xx-NL style) UAWWAICC TAPER THREAD INLET BY PACK JOINT FOR COPPER OR PLASTIC TUBING (GT5)OUTLET‘ Molded EPDM rubber seat with reinforcing ring supports the ball Flare Copper Outlet Threads Beveled EPDM rubber gasket Solid one piece tee-head and stem prwideg hyqrauiit;Eeai Dual EPDM O—rir'igs in the \Integral clamp contains machined stem _EPDM U-""9 grooves for axial restraint AW'WAICC T F T Inlet .-'F’.-"' ‘l.i'.ii.i.vE 5!.-‘El? __.r I ._-.- II-I- .- 'l J 4.§".ifl'.ifl"-*-'.I' .Q i .'__L __-_Pack Joint Nut for CTS -l. ‘\- \"__ ii,|"'\.‘\ _|l-'E‘~A |H LET §!F§ DUTLET Size -1 E!btd |U."-1"‘“''''""r1"rirl~i Stainless steel screw T‘activates clamp '-f''hLength>{Anti riction was er image shown above is an F B1 O00-4-NL aT“-Fiuorocarbon-coated brass ball VALVE Boi:nr OUTLET Ai=i=ino;it.PART J Suamirreo iii-ti"l-!5.!."'."-"'i'T.".'_.Tl'!F{5.£‘.*E?_.I2 -_wT-_|:5§_......'§'l.':!!-llF_'_5!5l _!T§!'!l§l..- H ll -2 1 I‘F4~‘l 9164 314 Flare Copper FB1'sat" 3K4" am" 3:4"4:72’.1 5'7 .1.".F|i5\l'§C'i?EP€?.T _.Fl5_1i u IIIII'.'3-NL. :|i‘i _’i-3,4-M 1"""1ii 111 4-1.12"1"Flare Copper FB1 l___ll__LlI_,l-4-N _ -1|!1"1-1i'4"'4-ans"1-“H4”Flare Copper FB1 IIIIIICI-45-N_ 1-1i’-4"1_1_!l'41I 1-1!-4"5-25i'32"1-“H4”Flare Co er FB‘il I"!1-r Fr U-'-5-N L. 1-114"1-1:4"1-1:2"5-35964" EP 1-H2"Flare Copper FB1'I'll-55-N- I I1-112"1-1:2"1-1l'2"B-13132"1~1f2"Flare Copper as ,FB‘lI I'I|I'I gu-u--s-no ‘l-‘li'2"1-112"Ell l5—2Ell6-4"2"Flare Copper __FB‘ll i-|||-i I-I -n »-er-M- 2|!2"2|!?-1:2"2"Flare Copper FB1i .. I..|.. I‘i—T-N- Note:Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES -All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584,UNS C89833) -The product has the letters “NL"cast into the main body for lead-free identification -Certified to NSF/ANSI Standard 61 and NSFIANSI Standard 372 where applicable -Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584,UNS CBSBOO,85-5-5-5) -Ends are integral or secured with adhesive to prevent unintentional disassembly -300 PSI working pressure The Ford fvleter 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. P O Box 443,Wabash,tndtana U S A 46992 D443 Phone 260-563-3*l?1 i’Fax 8UEl-B26-348? Overseas Fart:260-563-U16? The Ford Meter Box Company,Inc.]5“b"”"“E°'B3" www.fordmeterbo:it.com Qgrggyig f Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) - iii iii, i ADAPTERS TO CHANGE METER SPUD SIZE AND LENGTH (5f3"THROUGH 1") Meter Threads __.-—" r \Sm"Adapted Mffter '"Meter SEE Size __._I I .-___.-'I .-____.-'I .-____.-'______.- E ______‘_.-_-'''__.-".'_.-"_.'__.-"__' _____.-‘I .-_,-'--I_,f --____.-_---__=_-_----Ir.._--___.--I .--3:-I . .____.__-_-.____,__-_____.I __-_____._-____.I ..--; -_.-".-_.-".-_.-""_.-"’-4 I..---.-'omposltion Mt L th Gasket F Ecianglg -1- -Ii Overall Length ir- SMALL METER Size Aosareo METER Size Lenore CHANGE WT.Les.NUMBER |rEm{s} 1-E-I16“31'4"0.6 A13-N L 1-51'‘l E"TF3"D.-B A34-N L Dsscaierlon L UVERALL Mares LENGTH‘APP-aox.‘PART /'SUBMITFED FEATURES -P All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584,UNS (389833) -The product has the letters “NL”cast into the main body for lead-free identification -Certified to NSFIANSI Standard 61 and NSFIANSI Standard 372 where applicable -Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584,UNS C836UU,85-5-5-5) -Meter adapters are furnished in pairs -the catalog number represents two adapters -Body design provides wrench flats to facilitate installation -Conforms to AWWA C700 for meter threads The Ford Meter Box Company considers the information in this submittai form to be correct at the time of publication.Item and option availability, including specifications,are subiect to change without notice.Please verify that vour product information is current. The Ford Meter Box Company,Inc.Submitted 51"‘ P.O.Box 443,Wabash,Indiana U.S.A.46992-0443 Phone:260-563-31?1 ii Fax:BUD-826-348? Overseas Fax:260-563-D16? www.fiI.‘i|'d i"fiBlE':rbDX.C0m {]5jD4j1 5 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) FEATURES • Insert stiffeners conform to the AWWA Standard C901 for Polyethylene (PE) Pressure Pipe and Tubing • Insert stiffeners are solid 304 tubular stainless steel (ASTM 240-92B) • Dimpled and flanged to retain placement within the service line • Key lock construction with a minimum of two key locks to maintain solid structural integrity • Manufactured in the United States of America Note: Consult pipe or tubing manufacturer for specific installation requirements. Ford recommends using insert stiffeners when using plastic pipe or tubing STAINLESS STEEL INSERTS FOR POLYETHYLENE PIPE (PEP) OR TUBING (PET) The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com Submitted By: The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. 10/30/12 Stainless Steel Inserts - (Insert-xx style) SUBMITTAL INFORMATION Dimple Flange * Weights for insert stiffeners are for standard package quantities. **Insert -53 and -72 fit both 1-1/4" plastic tubing (1.069 I.D.) and 1" plastic pipe (1.049 I.D.). ♦ These inserts are specifically designed and required for Quick Joint fittings. They are not interchangeable with other Compression Fittings. 50 series For Polyethylene Tubing (PET) 70 Series For Polyethylene Pipe (PEP) CATALOG NUMBER NOMINAL SIZE PET ID LENGTH ✔ SUBMITTED ITEM(S) INSERT-51 3/4" 0.681 1-35/64" INSERT-52 1" 0.875 1-43/64" **INSERT-53-72 1-1/4" 1.069 2-5/16" ♦**INSERT-53-72-Q 1-1/4" 1.069 1-31/32" INSERT-54 1-1/2" 1.263 2-15/16" INSERT-55 2" 1.653 2-15/16" ♦INSERT-54-Q 1-1/2" 1.263 2-7/16" ♦INSERT-55-Q 2" 1.653 2-7/16" CATALOG NUMBER NOMINAL SIZE PEP ID LENGTH ✔ SUBMITTED ITEM(S) INSERT-71 3/4" 0.824 1-11/16" **INSERT-53-72 1" 1.049 2-5/16" ♦**INSERT-53-72-Q 1" 1.049 1-31/32" INSERT-73 1-1/4" 1.380 2-5/16" INSERT-74 1-1/2" 1.610 2-59/64" INSERT-75 2" 2.067 2-15/16" Dimple ASTM D2239 sron I i.s P-fl Fri?"I 60 PSI SPECIFHIA TION Effec ti ire April 2019 Supersecies Jan.2019 F330 Centennial Ave. Hastings NE 5390! Pi:46.?46.2 222? I ,-entenn |a,Toll Free."5'65-E51‘-222? csntenni'nipi'nsrics.ccm_g PLASTICS.mc, T’ HDPE 47l0—ASTM D2239 and ASTM D2737 -Flexible polyethylene pipe and tubing -Produced from only the finest virgin material‘ -Backed by a 30-YEAR WARRANTY -Virgin Black material‘ -Chlorine resistance:CC3 per ASTM F2263 l‘.D..6 2 2'" Wail .050” Wf.i'ft .05 ?'#.09U# 1/2”3/4 “1 ”1-1/4 ”1-1/2” .953" .824 .O?'2" ‘l‘-23‘l'"‘f.52l'.'.i"'?.B90"' ‘i-l'II'4Q"1.330"‘.f.61U"' .091”.120”ll 140" .143#.E'45#ll 335# 2:.» 2.42?" 2.06?" .180” .544# iggg pg;|gm];9 i CLD.MIA 1-QU8"'1.283"1-686"1-968"2.52?" LD.NIA .824”‘i.O4Q"1.350”‘i.l310"’2.06?" Wail NJA .092 ".1 T ?”.153"U.‘i ?9”.23-[Ii " Wt.ffl NIA .1 ffifi .1861515 .32[}#O.43015 .?'1G# I NA 1 oao 1 see r rr-it 2 oro 2 earizsoPsii0--'-1 I -"-"-”-"-"SIDR T LB.NIA .324"'i.U4E-3*"1.350"1.610’2.06?" Wail‘!N./A .115”.150”.19?"0.230”.295” C9fil W"t.ffi NIA .1'52#.245#.424#O.5?B#.952# 3/4 ”1 “1-1/4 “1-1/2 "2“ .a?5-"1.125"rsrs"r.e2s"2.125" Ati"ir"'ir‘lr'A I50 PSI CLD.MASDR9CTSI AWWA LD.NJA Wail‘! C90 I Wt.ffi ii.-'rA MIA .681”.575”‘i.U69”‘l'.2’53"’1.653” .09?".125".153".181".236" .'iD3#.1?l'J#.254#.353#.5t]'2# Note:Please see Centennial Plastics website for stocking coil lengths:vi.wvw-centennialplastics-com SIDR 9,SIDR ?and SlDR 11.5 are suitable for connections with insert fittings and clamps. Note:CenFlo HDPE SDR 9 is suitable for connections with {ITS fittings. CenF|o is Certified to NSFIANSI 3?2 and conforms with the lead content requirements for "lead free"plumbing as defined by California,l.-termont,Maryland,and Louisiana state laws and the U.S.Safe Drinking Water Act. CenFlc is tested and certified to NSFIANSI Standard 14 and 61 Centennial Plastics follows Proposition E5 {also known as the Safe Drinking Water and Toxic Enforcement Act of 1986}. Uur products in their finished form,do not require a California Proposition 65 warning label. §CenFlo HDPE is certified to the Uniform Plumbing Code” Centennial Plastics is an ISO 9001 Certified Company. FLOH-‘I ADS,inc.Drainage Handbook Specifications +1-1 ADS POTABLE WATER SERVICE TUBING (CTS)PIPE SPECIFICATIONS Scope This specification describes ADS Potable Water Service Tubing (CTS)pipe SDR 9 for use in potable water service applications. Pipe Requirements ADS potable water service tubing shall meet the requirements of ASTM D2737’,AlN‘vVA C901 and NSF Standards 14 and 61.Pipe dimensions shall meet Copper Tubing Size (CTS)standards. Material Properties Tubing material shall be high-density polyethylene conforming to the minimum requirements of cell classification 4455?-4E as defined and described in ASTM D3350."he resin shall have a material designation code of PE4?10 by the Plastic Pipe Institute. Disinfectionillllaintenance The active chlorine content of disinfecting solutions shall not exceed 12%.All disinfecting solution must be flushed from all lines within the system.Industry accepted procedures,like ANSUAWWA C651 Disinfecting Water Mains,should be followed for both new and repaired potable water lines. Installation Installation is similar to other flexible tubingfpipe products.Methods including direct bury,plowing or pulling are applicable per local,state or federal guidelines for the application. Tubing Properties 3f4"'1H 1 ‘Ii’-ii” EDP.9 Outside Diarn ele r, in {mm} 0.B?5 :l:0-004 (22.2 10.10} 1.125 10-005 (23.5 i0.13]| 1 .2-T5 (34.0 10.005 10.13} 1.025 II-$1.3 10-0 1 ‘ii'2"2" 0 6 1:0.15]i 2.125 10-000 (54.0 10.51} Wall Thickness, in {mm} 0.09?+o.o1o (2.5 +o.2s) o.12s +o.o12 (3.2 +o.so} o.1ss (so +o.o15 +o.ss) o.1s1 (4-6 +0.0 +0.4 1s Bl 0.236 +o.o24 {so +o.s1l Pressure Rafing @ T"3flF, psi (ii:Pa} 250 (W24) 250 (‘I T24) 250 {1?2-=1-I (1 250 r2-4) 250 1'_‘l?24-} Weight, gmfft fgrniml its i2 r151 17) TB i3 (255 :10] 125 1:4 (410 113} 1 E2 (531 1:4 113} zrs :5 {soc :15} ©ADS Inc June 2013 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) SDR-9 CTS 250psi PE471O ASTM D-2737 NSF CERTIFIED Products Product Number Diameter Weight‘ 4C_S-U?5-#'I##2 334“10.3 4C_S-100-###2 1 "16.9 4C"S-125-###2 1 -114"25.0 4C“S-1 50-###1'1-1 I2"34.8 4C_S-ZDU-###2 2"59.4 1 Weights are per 11210‘of pipe. 1'Replace ###with the length of pipe.i.e.4CTS-0?5-300 for a SM"it 300'coil. Specifications Diameter 0.11 Cale l.D.Min.Wall ti L_-1|-cast"c».o9?'"+:~.c-10"3,14"0.8175".054" 1Il 1-125"i i-H|_:|5Il E1 _1 --0.875"0.125"+C'.C'12" F-_J1-114"1.375"ztl ."I'I'5"—'-'1 pas"0.153"+:~.c-15" n_;--11-1.12"1.525"it ...IEIE"-".263"c 1s1"+:».c-1s" 2"2.125"il'.".'.I'II-I6"-".sss"0.235"+:l.c-24" Standards &Certifications NSFNANSI Standard #14,NSFIANSI Standard #161 ANSIIAWWA C901-17 specifications for polyethylene (PE)pressure pipe,tubing,and fittings (3f4“to 3"for water) ASTM D-1248 specification for polyethylene {PE}plastics molding and extrusion materials ASTM D-3350 specification for polyethylene (PE)plastics pipe and fittings material ASTM D-2T3?specification for polyethylene (PE)plastic tubing Interstate Plastic,Inc.HDPE pressure pipe and tubing are in compliance with the Trade Agreement Act (19 USC 2501]and are proudly made in the USA in beautiful Post Fails,ID Interstate Plastic,Inc. 33?5 E Seltice Way i -pw I PO Box 398 Post Falls,ID sssrr P°*"i-“t-'Wait’ P:rsos)??3-4538 (soc)We-rssr F:(zest 7T3-9400 (ass)zos-3012 CUT SHEET --H D FOWLER COMPANY‘--2019-AUG-2? NSE Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) CENFLO 4?10 HDPE MEETS OR EXCEEDS:CENFLO 4?10 PIPE FOR: ASTM O 2T3?POTABLE WATER AND IRRIGATION ASTM D 2239 APPLICATIONS. ASTM O 3350.CELL CLASSIFICATION PE 4-455?BC TENSILE srasnsrn @ YIELD [2 iniminj @ seem (2 inimin] ELDNGATIUN @ BREAK (2 inimin) FLEXURAL MODULUS 2 HARDNESS {SHORE D} VICAT SOFTENING POINT BRITTLENESS TEMPERATURE D ?4E NOTCH TENSILE {PENT) CELL CLASSIFICATION I 1su“c216£m g 1‘2%Secant-Method 1 3 Condition C Centennial ASTM METHOD ENGLISH UNITS SI UNITS D E30 D E30 D E33 D T90 NOTCHED IZOD IMPACT STRENGTH D 255 O 2240 D 1525 ENVIRONMENTAL STRESS CRACK RESISTANCE 3 O 1693 F 1473 O 3350 Available in Iron Pipe Size 112"-2". 3625 psi 5500 psi =-000% 'I50,000 psi 9.0 ft-lbflin BE 259°F <-130°F =-5000 hrs. :=-10,000 hrs 4455TEC CENTENNIAL PLASTICS INC.I “I830 CENTENNIAL AVENUE I HASTINGS,NE B3901PHONE:{$561351-222?|FAJKI:I402)4s2-ss2s W-YEW-'1 A WWW.CENTENNlALF'LASTlCS.COM March 1132016 DENSITY (BLACK)n 4sas -.959 gist: MELT INDEX “O 1233 -3.5gi10 min HYDROSTATIC DESIGN BASIS @ I23"c}n 2&3?1snn psi 11.0 llI'lF‘a HYOROSTATIC DESIGN BASIS @ (fi0°C}O 283?1000 psi 6.9 MPa CARBON BLACK CONCENTRATION O 1603 2.30%2.30% 25.0 MPa 38.0 h‘lPa >E00% 1,035 MPa 0.49 k..l!m E6 126°C -=1-118°C =-5000 hrs. :=-10,000 hrs Il~455T6C Centennial Plastics is an ISO 9001 certified company CenFIc+is certified by NSF CenFle meets AWWA C901 Requirements CenFIc-HDPE 4?1U is cernfied by NSF Standards 14 and E1 CENFLO 4?1I]HDPE MEETS OR EXCEEDS:CENFLO 4?1U PIPE FOR: ASTM O 2T3?PCITABLE WATER AND IRRIGATION ASTM D 2239 APPLICATIONS. ASTM O 3350,CELL CLASSIFICATION PE 4-455?l5C TENSILE STRENGTH @ YIELD [2 iniminj @ BREAK i2 inimin] ELDNGATIDN @ BREAK (2 inimin) FLEXURAL MODULUS 2 HARDNESS {SHORE D} VICAT SOFTENING POINT BRITTLENESS TEMPERATURE D ?4E NOTCH TENSILE {PENT) CELL CLASSIFICATION 1 19lJ°C216{llI'i g 1‘2%Secant-Method 1 3 Condition C Centennial ASTM METHOD ENGLISH UNITS SI UNITS D E38 D E33 D E33 D T90 NOTCHED IZOD IMPACT STRENGTH D 255 O 2240 D 1525 ENVIRONMENTAL STRESS CRACK RESISTANCE 3 O 1693 F 14-T3 O 3350 Available in Iron Pipe Size 1i2"-2". 3625 psi 55lJO psi >-500% 'I5lJ,0D0 psi 9.fl ft-lbfiin BE 259°F <-130°F #5000 hrs. :=-1I],I1flD hrs 4455TEC CENTENNIAL PLASTICS INC.I “I830 CENTENNIAL AVENUE I HASTINGS,NE BBSU1PHONE:{$561351-222?I FAX:i402)res-ssae W-YEW-'1 A WWW.CENTENNlALPLASTlCS.COM March 1132016 DENSITY [BLACK]o 4883 -.959 gist: MELT INDEX “o 123s -B.5gi1lIi min HYDROSTATIC DESIGN BASIS @ res"c}o sear 1snn psi 11.ti lil'iF‘a HYDROSTATIC DESIGN BASIS @ (fifl°C}O 283?1000 psi 6.9 MP3 CARBON BLACK CONCENTRATION D 1603 2.30%2.30% 25.0 MPa 38.0 h‘lPa I-ED[I'iiii 1,035 MPa 0.49 k..I!rn E6 126°C -=1-118°C >500!)hrs. :=-‘IlI|,i1IJD hrs 4455T6C Centennial Plastics is an ISO QUDI certified company CenFio is certified by NSF CenFlo meets AWWA C901 Requirements iIenFIo HDPE 4?1[l is cerbfied by NSF Standards 14 and E1 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) @ ROMAC INDUSTRIES, INC.. 1;;33;?;;‘j,§‘;i?;‘;,,,Double Strap Servlce Saddles April 4,2016 Style 2o2u stge 202NU Style 202s Style 202NS Painted Saddle Nylon _oated Saddle Painted Saddle Nylon Coated Saddle With U-|30|’IS With U-|30|’I$with Stainless Steel Straps with Stainless Steel Straps Certified to Certified to NSF/ANSI 6i—G NSF/ANSI 6i—G _'- 2.38 2.50‘ 1/2"l.P,3/4"&1"l.P.or C.C.TAP 1 1/4"—1 1/2"—2"l.P.or C.C.TAP (2 1/2"IP ONLY) 3.45 3.502 4.05 Z3 4.00 -4.50 4.50 -4.80 4.50 -5.403 6.63 6.00 -6.63 6.63 -6.90 7.603 8.63 8.00 -8.63 8.63 -9.05 9.803 1 0"‘0.0' *1.1-:- -‘1.10 ‘2.123 ‘2.0' ‘3.2' -‘3.20 -‘4.38 3 NOMINAL O'D'APPROX.PIPE SIZE R'j\',§('§E 2o2u 2o2|\|u 31$202s 202NS 31$2o2u 2o2|\|u 31$202s 202NS 81$WEifi)l:l;ea. oo-|>-|>-is-is-|>-|>ovovovo~|o1o-loooog; 1L o ‘5.3'-‘6.80 ‘7.4'-‘8.90 ‘9.5'-21.10 21.11 -22.70 22.71 -24.30 24.31 -25.90 25.71 -27.30 1 6" 1 8" 20" 22" 24" 26" 28"27.31 -28.90 30"28.9'-30.50 30.51 -32.10 POA OOOOOOOOOJOJOOOOOO-l>-l>-l>O3CD-l>-l>-l>O‘lCJ‘lO‘lO3CDCDO0O0 oo-|>-|>-is-|>-|>-|>owc»ovo~|o1o1ooooE§ cooooooooooaoooooo-|>-|>-|>owov-|>-|>-|>o~|o1o~|ovowovoooo3 3.5 # 5.0 # 5.0 # 7.5 # 7.5 # 7.5 # 9.0 # 9.0 # 9 0# ‘0.0# 0.0# ‘0.0# ‘1.5# ‘1.5# "2.5# ‘2.5# ‘5.3# ‘6.0 # ‘8.0 # 20.0 # POA 21.0 # 23.0 # 24.0 # 24.5 # 25.0 # 26.0 # Prices and weights shown are per saddle. 1 202 -2.50 can accommodate up to 1 1/2"l.P. and 1 1/4"C.C. 2 202 for 3"nominal size can accommodate up to 2"l.P.and 1 1/2"C.C. 3 Not recommended for iron pipe size PVC or ductile iron size PVC (C-900). Manufacturer Recommendations: For PVC applications select the saddle with the top of range number that is closest to the diameter of the pipe. Service saddles with U-Bolts are not recommended for use on PVC pipe. For Copper pipe,Romac recommends single strap saddles which should be pre- formed at the factory,or see pg.4-6 for 304/306 stainless steel saddles. To Order:Add tap size to the upper range of the saddle. When ordering for PVC pipe,_UPPER TAP TYPE Specify O.D.(D.l.or IPS)STYLE RANGE SIZE THREAD Example:Painted Saddle with U-Bolt:1202 —7.60 x 3/4"lPi Stainless Steel Strap—add letter "S":i202S —7.60 x3/4"lPi Nylon Saddle—add designation "NU":202NU —7.60 x 3/4"lPi Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) ROMAC INDUSTRIES, INC. STYLE 101NS & 202NS SERVICE SADDLE SUBMITTAL INFORMATION MATERIALS Casting The saddle body is cast from ductile (nodular) iron, meeting or exceeding ASTM A 536, Grade 65-45-12. Gasket Gasket is made from Nitrile Butadiene Rubber (NBR) compounded for water and sewer service and a tolerance of petroleum products in accordance with ASTM D 2000 MBC 610 and NSF 61 Certified. Other compounds available for special applications. Straps Type 304 (18-8) heavy gauge Stainless Steel per ASTM A 240. Straps are two inches wide to spread out clamping forces on the pipe. GMAW and GTAW welds. Passivated for corrosion resistance. Bolts, Nuts For sizes 1-1/2" through 3", 1/2" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. 4" and above use 5/8" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. Rod for bolts are per ASTM A 240 and nuts are per ASTM A 194. All welds fully passivated for enhanced corrosion resistance. Nuts coated to prevent galling. Washers Flat, type 304 (18-8) heavy gauge Stainless Steel. Coating Casting is coated with fusion bonded black nylon, 10-12 mils thick, with a dielectric strength of 1,000 v/mil and NSF 61 Certified. PRESSURE RATING Ductile iron, cast iron and steel pipe: rating of pipe up to 350 psi maximum, on pipe sizes up through 24 inch, larger than 24 inch up to 30 inch pressure rating is 150 psi. PVC, asbestos cement and other pipe: up to the maximum rating of the pipe. For other applications please consult your representative. AWWA STANDARDS These service saddles meet the requirements of ANSI/AWWA C800, Underground Service Line Valves and Fittings. SIZES AND RANGES See Catalog. 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. 414 Morgan Street • Brownsville, TN 38012 (731) 772-3180 | www.lascofi ttings.com SCHEDULE 40 PVC SUBMITTAL SHEET This specifi cation is provided for reference only. LASCO Fittings, Inc reserves the right to change nay portion of this specifi cation without notice and without incurring obligation to make such changes to LASCO products previously or subsequently sold. Please visit our website www.lascofi ttings.com for the most current information. Injection Molded PVC Pipe Fittings in sizes 3/8” through 12” LASCO Fittings, Inc.’s comprehensive line of PVC fi ttings offers a variety of injection molded confi gurations in Schedule 40 sizes 3/8” through 12” conforming to ASTM D 2466. LASCO Fittings, Inc., an Aalberts Industries company, spe- cializes in the production and sale of injection molded fi ttings for Irrigation, Plumbing, Industrial, Pool/Spa and Retail mar- kets. LASCO Fittings, Inc. operates a 26-acre manufacturing facility in Brownsville, TN. With eight Regional Distribution Fa- cilities strategically located within the United States, LASCO provides worldwide distribution and overnight service. Limited Warranty LASCO Fittings, Inc. products are warranted to be free from manufacturing defects in materials and workmanship. They are warranted against rot, rust, and electrolytic corrosion for a period of three years from date of installation. If LASCO products prove defective due to manufacturing defects in material or workmanship during that period, the manufacturer will provide new replacement units of the same type and size. No remedy will be granted under this warranty if LASCO products are not used strictly in accordance with LASCO’s directions with respect to use and storage or if the products have been modifi ed in any way. THE MANUFACTURER’S LIABILITY UNDER EXPRESSED OR IMPLIED WARRANTY OR FOR ANY REASON IS LIMITED TO FURNISHING REPLACEMENT UNITS OR GRANTING A CREDIT FOR DEFECTIVE UNITS. NO LABOR EXPENSE OR CONSEQUENTIAL DAMAGES WILL BE PAID BY LASCO. THIS WARRANTY IS IN LIEU OF ALL OTHER GUARANTEES AND WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO, WARRANTIES OF MERCHANTABILITY AND FITNESS FOR PURPOSE, EXCEPT FOR ANY WARRANTIES IMPLIED BY LAW FOR NONCOMMERCIAL CONSUMERS. ANY SUCH WARRANTIES ARE LIMITED TO THE DURATION OF THIS WRITTEN WARRANTY. STANDARDS AND SPECIFICATIONS – Schedule 40 ASTM D-1784 – Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly Vinyl Chloride) (CPVC) Compounds. ASTM D-2466 – Socket Type Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40. ASTM F-1970 – Standard Specifi cation for Special Engineered Fittings, Appurtenances or Valves for use in Poly (Vinyl Chloride) (PVC) or Chlorinated Poly (Vinyl Chloride) (CPVC) Systems. MATERIAL – LASCO Schedule 40 Fittings are produced from PVC Type 1, Cell Classifi cation 12454-B. – O-rings are produced from a Buna-N (Nitrile) material. LISTINGS – NSF/ANSI Standard 61, Annex G: Drinking Water System Components Weighted average lead content of ≤0.25% and is in compliance with California’s Health & Safety Code Section 116875 (commonly known as AB1953) NSF/ANSI Standard 14: Plastics Piping system Components and Related Materials. Includes /ANSI Standard 61, Annex G DO NOT USE LASCO FITTINGS FOR COMPRESSED AIR OR GASES. DO NOT TEST PVC PIPING SYSTEMS WITH COMPRESSED AIR OR GASES. DO NOT USE FITTINGS WITH LIQUIDS NOT RECOMMENDED BY LASCO. MODIFICATIONS OF FITTINGS VOIDS THE WARRANTY.MADE IN USA 40-2-0604 PVC SCHEDULE 40 FITTINGS Performance Engineered & Tested SPEARS® Schedule 40 PVC fi tting designs combine years of proven experience with computer generated stress analysis to yield the optimum physical structure and performance for each fi tting. Material reinforcement is uniformly placed in stress concentration areas for substantially improved pressure handling capability. Resulting products are subjected to numerous verifi cation tests to assure the very best PVC fi ttings available. Full 1/4" Through 12" Availability Spears® comprehensive line of PVC fi ttings offers a variety of injection molded confi gurations in Schedule 40 sizes 1/4" through 12" conforming to ASTM D 2466. Exceptional Chemical & Corrosion Resistance Unlike metal, PVC fi ttings never rust, scale, or pit, and will provide many years of maintenance-free service and extended system life. High Temperature Ratings PVC thermoplastic can handle fl uids at service temperatures up to 140°F (60°C), allowing a wide range of process applications, including corrosive fl uids. Lower Installation Costs Substantially lower material costs than steel alloys or lined steel, combined with lighter weight and ease of installation, can reduce installation costs by as much as 60% over conventional metal systems. PROGRESSIVE PRODUCTS FROM SPEARS® INNOVATION & TECHNOLOGY Visit our web site: www.spearsmfg.com Higher Flow Capacity Smooth interior walls result in lower pressure loss and higher volume than conventional metal fi ttings. Additional Fabricated Confi gurations through 36" Extra large, hard-to-fi nd, and custom confi gurations are fabricated from NSF Certifi ed pipe. Fittings are engineered and tested to provide full pressure handling capabilities according to Spears® specifi cations. PVC Valves SPEARS® PVC Valve products are available for total system compatibility and uniformity; see SPEARS® THERMOPLASTIC VALVES PRODUCT GUIDE & ENGINEERING SPECIFICATIONS (V-4). Advanced Design Specialty Fittings Spears® wide range of innovative, improved products include numerous metal-to-plastic transition fi ttings and unions with Spears® patented special reinforced (SR) plastic threads. Sample Engineering Specifi cations All PVC Schedule 40 fi ttings shall be produced by Spears® Manufacturing Company from PVC Type I cell classifi cation 12454, conforming to ASTM D 1784. All injection molded PVC Schedule 40 fi ttings shall be Certifi ed for potable water service by NSF International and manufactured in strict compliance to ASTM D 2466. All fabricated fi ttings shall be produced in accordance with Spears® General Specifi cations for Fabricated Fittings. SPEARS® MANUFACTURING COMPANY • CORPORATE OFFICE 15853 Olden St., Sylmar, CA 91342 • PO Box 9203, Sylmar, CA 91392 (818) 364-1611 • www.spearsmfg.com PACIFIC SOUTHWEST 15860 Olden St. Sylmar (Los Angeles), CA 91342 (818) 364-1611 • (800) 862-1499 Fax (818) 367-3014 NORTHWEST 4103 C St. NE Suite 200 Auburn (Seattle), WA 98002 (253) 939-4433 • (800) 347-7327 Fax (253) 939-7557 ROCKY MOUNTAIN 4880 Florence St. Denver, CO 80238 (303) 371-9430 • (800) 777-4154 Fax (303) 375-9546 SOUTH CENTRAL 4250 Patriot Dr. Suite 300 Grapevine (Dallas), TX 76051-2317 (972) 691-4003 • (800) 441-1437 Fax (972) 691-4404 UTAH 5395 West 1520 South Salt Lake City, UT 84104 (303) 371-9430 • (800) 777-4154 Fax (303) 375-9546 NORTHEAST 590 Industrial Dr. Suite 100 Lewisberry (Harrisburg), PA 17339-9532 (717) 938-8844 • (800) 233-0275 Fax (717) 938-6547 SOUTHEAST 4205 Newpoint Pl. Suite 100 Lawrenceville (Atlanta), GA 30043 (678) 985-1263 • (800) 662-6326 Fax (678) 985-5642 FLORIDA 9563 Parksouth Court Orlando, FL 32837 (407) 843-1960 • (800) 327-6390 Fax (407) 425-3563 MIDWEST 1 Gateway Ct . Suite A Bolingbrook (Chicago), IL 60440 (630) 759-7529 • (800) 662-6330 Fax (630) 759-7515 INTERNATIONAL SALES 15853 Olden St. Sylmar (Los Angeles), CA 91342 (818) 364-1611 • Fax (818) 898-3774 PVC Thermoplastic Pipe Temperature Pressure De-Rating © Copyright 2007 Spears® Manufacturing Company. All Rights Reserved. Printed in the United States of America 01/07. 40-2-0604 NOT FOR USE WITH COMPRESSED AIR OR GAS Spears® Manufacturing Company DOES NOT RECOMMEND the use of thermoplastic piping products for systems to transport or store compressed air or gases, or the testing of thermoplastic piping systems with compressed air or gases in above and below ground locations. The use of our product in compressed air or gas systems automatically voids any warranty for such products, and its use against our recommendation is entirely the responsibility and liability of the installer. WARNING: DO NOT USE COMPRESSED AIR OR GAS TO TEST ANY PVC OR CPVC THERMOPLASTIC PIPING PRODUCT OR SYSTEM, AND DO NOT USE DEVICES PROPELLED BY COMPRESSED AIR OR GAS TO CLEAR SYSTEMS. THESE PRACTICES MAY RESULT IN EXPLOSIVE FRAGMENTATION OF SYSTEM PIPING COMPONENTS CAUSING SERIOUS OR FATAL BODILY INJURY. PVC Chemical Resistance PVC is generally inert to most mineral acids, bases, salts and paraffi nic hydrocarbon solutions. For more information on PVC chemical resistance refer to the Chemical Resistance of Rigid Vinyls Based on Immersion Test, published by the GEON® Company. To determine the maximum internal pressure rating at an elevated temperature, simply multiply the pipe pressure rating at 73°F by the percentage specifi ed for the desired temperature. System Operating Temperature °F (°C) 73 (23) 80 (27) 90 (32) 100 (38) 110 (43) 120 (49) 130 (54) 140 (60) PVC 100% 90% 75% 62% 50% 40% 30% 22% NOTE: Valves, Unions and Specialty Products have different elevated temperature ratings than pipe. PVC Basic Physical Properties Properties ASTM Test Method PVC Mechanical Properties, 73°F Specifi c Gravity, g/cm3 D 792 1.41 Tensile Strength, psi D 638 7,200 Modulus of Elasticity, psi D 638 440,000 Compressive Strength, psi D 695 9,000 Flexural Strength, psi D 790 13,200 Izod Impact, notched, ft-lb/in D 256 .65 Thermal Properties Heat Defl ection Temperature, °F at 66 psi D 648 165 Thermal Conductivity, BTU/hr/sq ft/°F/in C 177 1.2 Coeffi cient of Linear Expansion, in/in/°F D 696 3.1 X 105 Flammability Limiting Oxygen Index, %D 2863 43 UL 94 rating 94V-0 Other Properties Water Absorption, % 24 hr.D 570 .05 Industry Standard Color White / Dark Gray ASTM Cell Classifi cation D 1784 12454 NSF Potable Water Approved Yes UF/TWU IRRIG TIUN WIRE-R7UU1D DESCRIPTION Begency s single conductor LIFITWU Irrigation Wire is manufactured for the purpose of direct burial power wire applications in accordance with Article 339 of the National E|Bl"1”'IC Bode NFPA-?O. Conductor corstruction is soft drawn bare copper meeting the requirements of ASTM Specification B-3 and B-B.Gauge sizes 1B thru B are sol d onductors Sizes B ‘hru -MO are stranded conductors APPLICATION Suitable for use as power and control wire for irrigation systems CONSTRUCTION CONDUCTOR Soft drawn bare copper {ASTM Spec B-3 and B-B). Solid lfB awg to 8 awgi S randed (6 awg to 410 awg} INSULATION PID|Wll'W|Bh|Oil{I|B (PVC) TEMPERATURE 63 l‘\.J-l'=~O"IClU m oeo oso oao oeo oso oso oso % The insulation is a high quality polyvinylchloride (PVC)for systems applications of up to BOO volts and conductor temperatures up to The UFITWU Irrigation Wire is constructed in accordance with Underwriters Laboratories,Inc.standard 493 and B3.as well as GSA 22 2 No 75 1-12 1-12 1-9,11 1-8 1-5 ,2,3,5 ,2,3,5 AVAILABLE COLORS l Black 2 White 3-Rec 4-Blue 5 Green 6-Yellow,8-0range,9-Gray,10-Pink,11-Purple,12-Tan. Material must be able to pass the following tes s without showing signs of degradation: COLO BEND The lI'lSU|E1UOF|shall not show any cracks when sample is bent around a 3X mandrel after being subjected to -25 C ‘or four (4)hours ELECTRICAL AC test voltage BO seconds at SOOO volts SUNLIGHT RESISTANCE TEST Samples conditioned for 300 hours of carbon-arc or irenon arc exposure regencgwire |'EgEflCYW||'E QUIT! UF/TWU IRRIG TIUN WIRE-R7UU1D DESCRIPTION Begency s single conductor LIFITWU Irrigation Wire is manufactured for the purpose of direct burial power wire applications in accordance with Article 339 of the National E|Bl"1”'IC Bode NFPA-?O. Conductor corstruction is soft drawn bare copper meeting the requirements of ASTM Specification B-3 and B-B.Gauge sizes 1B thru B are sol d onductors Sizes B ‘hru -MO are stranded conductors APPLICATION Suitable for use as power and control wire for irrigation systems CONSTRUCTION CONDUCTOR Soft drawn bare copper {ASTM Spec B-3 and B-B). Solid lfB awg to 8 awgi S randed (6 awg to 410 awg} INSULATION PID|Wll'W|Bh|Oil{I|B (PVC) TEMPERATURE 63 l‘\.J-l'=~O"IClU m oeo oso oao oeo oso oso oso % The insulation is a high quality polyvinylchloride (PVC)for systems applications of up to BOO volts and conductor temperatures up to The UFITWU Irrigation Wire is constructed in accordance with Underwriters Laboratories,Inc.standard 493 and B3.as well as GSA 22 2 No 75 1-12 1-12 1-9,11 1-8 1-5 ,2,3,5 ,2,3,5 AVAILABLE COLORS l Black 2 White 3-Rec 4-Blue 5 Green 6-Yellow,8-0range,9-Gray,10-Pink,11-Purple,12-Tan. Material must be able to pass the following tes s without showing signs of degradation: COLO BEND The lI'lSU|E1UOF|shall not show any cracks when sample is bent around a 3X mandrel after being subjected to -25 C ‘or four (4)hours ELECTRICAL AC test voltage BO seconds at SOOO volts SUNLIGHT RESISTANCE TEST Samples conditioned for 300 hours of carbon-arc or irenon arc exposure regencgwire |'EgEflCYW||'E QUIT! Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) P.O.BOX 368,Union,NJ ovoss-osas,908-o87-7810,800-327-2448,FCIX:908-687-2722 FEEDER CABLE (UF)&TWU |NSU|.AT|0N:POLYVINYL CHLORIDE SIZES:I4 AWG -4/0 AWG (IJS €€700ID-Rev I0 |rrigaT|on F) UNDERGRQUND I .0 SCOPE:3.0 SPLICING RECOMMENDATIONS: I .1 2.0 05/11/16 This specitication covers the construction re uirements Ior Underground Feeder CcibIe,Type UF and TWU tor use in accordance with the NationaI EIectricaI Code For operation at a potentiaI oi 600 VoIts or Iess and at a temperature oi 75°C or Iess.Listed by UL or ETL or CSA. CONSTRUCTION: 2.1 Conductor: Sott drawn bare copper meeting the requirements oI ASTM specitication B-3 or B-8. Temperature Rating: -10°C +75°C. Insulation: PoIyvinyI chIoride,75°C rated contorming to UL Standards 493 and 83. Manufacturer's Identification: Suriace marked with Paige-EIectric, voItage rating,size and type,Listing IiIe numbers,RoHS. Listin : AII cages shaII be tested physica|Iy and eIectricaI|y in accordance with UL Standard 493,and 83.It shouId aIso be tested to CSA RuIe C.22.2 No.75.AII reeIs and cartons bear Listing IabeIs. Wire spIices are the weaI<IinI<oi any e|ectri- caI circuit.It is especiaIIy important to maI<e proper joints in irrigation systems because the ioints are exposed to wet and damp environments that can cause corrosion oi the copper conductor and premature Iai|ure. Here are Paige E|ectric’s recommendations: 'For direct buriaI,above ground,or in vaIve box instaIIations:Model DBR/Y-6 or DBO/B-6 as manutactured by the 3M Company (Paige specitication P7364D) I4 SOLID .060 .I 90 I 5 I2 SOLID .060 .205 20 I0 SOLID .060 .225 30 8 SOLID .080 .285 40 6 7 .080 .340 55 -5 7 .080 .390 70 R7 7 .080 .450 95 j i ©.095 .520 I I0 .095 .560 I25<¢S Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) A P P L I C A T I 0 N S Suitable for use as follows: Southwire Type UF Single Conductor and Low-Energy Circuit cable are suitable for landscape irrigation at conductor temperatures not to exceed 60°C.Approved for underground installation. STANDARDS &REFERENCES 'Southwire Type UF Single Conductor and Low-Energy Circuit cable meets or exceeds UL requirements CONSTRUCTION Southwire Type UF Single Conductor is available in sizes 14 through 8 rated for 600 volts.Low-Energy Circuit cable is available in sizes 18 and 16 AWG and is rated for 150 volts.They are single conductor cables constructed of solid copper conductors with a PVC insulation.Available in multiple colors for ease of installation.Sunlight-resistant covering is available in black only. CONDUCTOR AVE'ffi§|5|€T‘§zRALL APPROX.WEIGHT LIJ _l CD Z i—i (D CONDUCTOR CABLE TYPE UF Type UF Single Conductor Low-Energy SIZE (AWG)NU.UF STRANDS inches inches lbs/i000ft cirguit Cable 18*1 .045 130 12 16*_.045 141 16 14 _.060 184 26 12 _.060 201 35 10 _.060 222 49 8 1 .080 289 80 *Low-Energy Circuit Cable.All other sizes are Type UF Single Conductor. green @Spe<:@ |_|$1'|5|]RoHSCompliant C5 l/1%>2 Solid Bare Copper PVC Insulation Type UF Single Conductor is 600 Volt Low Energy Circuit Cable is 150 volt 60°C Southvfiéi 0El\/l Division Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) SUBMITTAL INFORMATION H METER SWIVEL NUT INLET BY FEMALE IRON PIPE THREAD OUTLET Angle Single Check Valve -(HA31-xxx-NL style) Meier 5WivE*|Nut Poppet Assembly Brass Valve Body Meter Coupling Thread ZZZIEPDM Rubber Poppa A,-3,335 gap EPDM Rubber Meter Gasket __—_—_%_"‘-—-_-_,____________ _..-oi‘$1 1.15is ;'-iii;,fII-"'‘F .fl."I .-"'P stie55:‘-"-’.-*':-:=-"..-' -i.-i._\_. H’ "ft."'=iT I 1'1" I 'l-I'l- ‘‘-'i| 'l-'--. O I ~-t"-.\\-.-. '\-'i|m -._'-._____‘-.~"-._‘I,_mt‘ Inlet A TI 7‘_| -i. -i. -i. i J‘355-"'I>§’ \."-.+____I ..§'.-".-"'..-"'..§'.-".-"/,]I“,.-",.-",.-’_,|r-E ~_|' 'TT'"'r '1 '2 H in .'{_._"._ .ta 1.I 1'_I-I -.1 Ix __H‘fie EPDM Ci-Ring ~—-Female Iron Pipe Thread Drilled for Seal Wire ~e—Length —€—I-i Outlet VALVE Size METER INLET S|zE DuTLET S|zE LENGTH HEIGHT AFPRWL PART ‘II SUBMITTEDWT._Las Nunsaan lTE|u|(s) ____________"‘I—5l'B"fl-518"1.2 HA31-313-NL 5l'B Jt3l'4 St 314'"1-5l'B"‘I-5fB"1.3 HA31-323-NL (ASTM e584,uus cssess) FEATURES 1-W8"I ‘I-WE"1.6 I HA31-444-NL All brass that comes in contact with potable water conforms to AWWA Standard C800 The product has the letters “NL"cast into the main body for lead-free identification Certified to NSFIANSI Standard 61 and NSF/ANSI Standard 372 where applicable Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584,UNS CBSBOO,85-5-5-5) In-line accessible for quick inspection and replacement of internal working parts without removing the valve from the service line.Replacement kits are available 175 PSI maximum working water pressure 180 degree Fahrenheit maximum constant temperature Conforms to AWWA C700 for meter threads The Ford Meter Elox Company considers the information in this submittal form to be correct at the time of publication.item and option avaiiabrlitv including specifications,are subject to change without notice.Please verify that your product information is current. The Ford Meter Box Company,Inc.Submitted B1" |==.o.Box 443,Wabash,Indiana U.S.A.4sss2-0443 Phone:260-563-3‘l?1 r’Fax?SUD-825-348? Overseas Fart:260-563-0167 www.fordmeterbo:it.com 99.-i2.311.'5lI Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) 1- SUBMITTAL INFORMATION _ ."""'--.,.-",.'®i I PACK J0|NT FOR COPPER OR PLAST|C TUB|NG (CTS)|NLET BY METER SW|VEL NUT OUTLET I Sturdy Stfips a||Uw QUE‘H-Hjtiun and r ODE ptfifle TEE-HEEIU Elfld STSITI are enclosed and protected A snap ring loclts the stem into the body _'-'_of the valve __ Padlock Wing for locking valve (."_"_t Drilled for Seal Wire in closed position _____—T_*l 'In H.Bronze Snap Ring"''''-Meter Coupling ThreadDualEPDMCl-rings in the ___%_.-__1 stem *——~-T‘-'A \.—H/EPDM Rubber meter gasket F|UP"°P3mP"'¢°5fE'd 'II“H '___Meter Swivel Nut brass ball ‘|T "'' || rev lMoldedEPDMrubber'. seat with reinforcing ring ;- _-. ..-.-..---'—__.—--..-'..-".-'.-'-' supports the ball ___..; .-'-..-"I.-"I -'-."'-.".-'.'. Beveled EPDM rubber gasket __"HE.-gm provides hydraulic seal Anti-Friction Washer '\-. J- -iiIntegralclampcontainsmachinedL grooves for axial restraint .[1_;'Pack Joint Nut ___ Stainless steel screw if H‘‘ activates clamp Hf‘:_>|Length 3, AWE ‘IE Size |l'ilLET OUTLET LENGTH HGHT WT.Les Nuiiiieisn lremfs) 1-53i'64"2-W32"BA43-4-44W-NL Note:Ford recommends using insert stiffeners with plastic pipe or tubing. V S SERVICE LINE METER 5-IIE H HFPRDI.PART I 1/SUBMITTED FEATURES -All brass that comes in contact with potable water conforms to AWWA Standard C800 [ASTM B584,UNS B89833} -The product has the letters “ML”cast into the main body for lead-free identification -Certified to NSFIANSI Standard 61 and NSFIANSI Standard 372 where applicable -Brass components that do not come in contact with potabte water conform to AWWA Standard C800 {ASTM B62 and ASTM B584,UNS C83i5D0,85-5-5-5) -Ends are integral or secured with adhesive to prevent unintentional dlsassembly Hole for attaching handle is provided in tee-head 300 PSI working pressure Padlock wing for locking valve in closed position r Conforms to AWWA C700 for meter threads Note:Recommended for inlet side shut—off Optional full 360°tee-head rotation.Insert "R"into part number I- The Ford Meter Bo:-t 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. PO Box 443 Wabash Indiana U S A 46992 0443 Phone 260-563-3‘l?1 I Fax 8UEl-B26-348? Overseas Fair:260-563-016? The Ford Meter Box Company,Inc.l Submitted 51*" www.fo rd rrieterbozitcom 1gg[_]g,rjigf|i-g|g 5 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) FEMALE IRON PIPE THREAD BY PACK JOINT FOR COPPER OR PLASTIC TUBING (CTS) The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com Submitted By: The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. 12/12/14 Beveled EPDM rubber gasket provides hydraulic seal FIP Size Anti-friction washer Iron Pipe Threads PJ Size Integral Clamp Contains Machined Grooves for Axial Restraint Stainless Steel Screw Activates Clamp Length SUBMITTAL INFORMATION Pack Joint Coupling - (C14-xx-NL style) DESCRIPTION LENGTH APPROX. WT. LBS PART NUMBER SUBMITTED ITEM(S)FEMALE IRON PIPE P.J. FOR CTS 1/2" 1/2" 1-9/16" 0.4 C14-11-NL 1/2" 3/4" 1-5/16" 0.5 C14-13-NL 3/4" 1/2" 1-3/4" 0.6 C14-31-NL 3/4" 3/4" 1-5/16" 0.6 C14-33-NL 3/4" 1" 1-3/4" 0.7 C14-34-NL 3/4" 1-1/4" 1-7/8" 1.3 C14-35-NL 1" 3/4" 1-13/16" 0.7 C14-43-NL 1" 1" 1-7/8" 0.9 C14-44-NL 1" 1-1/4" 1-13/16" 1.1 C14-45-NL 1-1/4" 1" 1-13/16" 0.9 PJA4-44-C14-54-NL 1-1/4" 1-1/4" 1-15/16" 1.4 PJA4-45-C14-55-NL 1-1/4" 1-1/2" 2-1/8" 1.7 PJA4-46-C14-56-NL 1-1/2" 1-1/2" 2-7/16" 2.3 C14-66-NL 1-1/2" 2" 2-1/2" 2.6 C14-67-NL 2" 1-1/2" 3-1/4" 2.5 C14-76-NL 2" 2" 2-1/4" 2.8 C14-77-NL Note: Ford recommends insert stiffeners when using plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters “NL” cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Sleeve design provides hexagonal wrench flats for proper installation Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) MALE IRON PIPE BY PACK JOINT FOR COPPER OR PLASTIC TUBING (CTS) Pack Joint NutBeveled EPDM rubber gasket provides hydraulic seal Integral clamp contains machined grooves for axial restraint Male Iron Pipe Threads Stainless steel screw activates clamp Anti-friction ring MIP Size Length The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com Submitted By: The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. 02/09/15 PJ Size Pack Joint Coupling - (C84-xx-NL style) SUBMITTAL INFORMATION DESCRIPTION LENGTH APPROX. WT. LBS PART NUMBER ✓ SUBMITTED ITEM(S)MALE IRON PIPE P.J. FOR CTS 1/2" 1/2" 2" 0.5 C84-11-NL 1/2" 5/8" 2-1/16" 0.8 C84-12-NL 1/2" 3/4" 2-1/16" 0.8 C84-13-NL 3/4" 1/2" 2" 0.8 C84-31-NL 3/4" 5/8" - 0.7 C84-32-NL 3/4" 3/4" 2-1/4" 0.6 C84-33-NL 3/4" 1" 2-3/8" 0.7 C84-34-NL 1" 5/8" - 0.7 C84-42-NL 1" 3/4" 2-3/8" 0.7 C84-43-NL 1" 1" 2-9/16" 0.8 C84-44-NL 1" 1-1/4" 2-1/2" 1.2 C84-45-NL 1" 1-1/2" 2-9/16" 1.8 C84-46-NL 1-1/4" 1" 2-9/16" 1.4 C84-54-NL 1-1/4" 1-1/4" 2-9/16" 1.4 C84-55-NL 1-1/4" 1-1/2" 3-1/4" 1.8 C84-56-NL 1-1/2" 1-1/2" 3-1/4" 2.0 C84-66-NL 1-1/2" 2" 2-15/16" 2.6 C84-67-NL 2" 2" 3-1/4" 3.1 C84-77-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters “NL” cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Sleeve design provides hexagonal wrench flats for proper installation SUBMITTAL INFORMATION -|I _'j_TJ _-.- Ballcorp Corporation Stops -(FB1000-xx-NL style) UAWWAICC TAPER THREAD INLET BY PACK JOINT FOR COPPER OR PLASTIC TUBING (GT5)OUTLET‘ Molded EPDM rubber seat with reinforcing ring supports the ball Flare Copper Outlet Threads Beveled EPDM rubber gasket Solid one piece tee-head and stem prwideg hyqrauiit;Eeai Dual EPDM O—rir'igs in the \Integral clamp contains machined stem _EPDM U-""9 grooves for axial restraint AW'WAICC T F T Inlet .-'F’.-"' ‘l.i'.ii.i.vE 5!.-‘El? __.r I ._-.- II-I- .- 'l J 4.§".ifl'.ifl"-*-'.I' .Q i .'__L __-_Pack Joint Nut for CTS -l. ‘\- \"__ ii,|"'\.‘\ _|l-'E‘~A |H LET §!F§ DUTLET Size -1 E!btd |U."-1"‘“''''""r1"rirl~i Stainless steel screw T‘activates clamp '-f''hLength>{Anti riction was er image shown above is an F B1 O00-4-NL aT“-Fiuorocarbon-coated brass ball VALVE Boi:nr OUTLET Ai=i=ino;it.PART J Suamirreo iii-ti"l-!5.!."'."-"'i'T.".'_.Tl'!F{5.£‘.*E?_.I2 -_wT-_|:5§_......'§'l.':!!-llF_'_5!5l _!T§!'!l§l..- H ll -2 1 I‘F4~‘l 9164 314 Flare Copper FB1'sat" 3K4" am" 3:4"4:72’.1 5'7 .1.".F|i5\l'§C'i?EP€?.T _.Fl5_1i u IIIII'.'3-NL. :|i‘i _’i-3,4-M 1"""1ii 111 4-1.12"1"Flare Copper FB1 l___ll__LlI_,l-4-N _ -1|!1"1-1i'4"'4-ans"1-“H4”Flare Copper FB1 IIIIIICI-45-N_ 1-1i’-4"1_1_!l'41I 1-1!-4"5-25i'32"1-“H4”Flare Co er FB‘il I"!1-r Fr U-'-5-N L. 1-114"1-1:4"1-1:2"5-35964" EP 1-H2"Flare Copper FB1'I'll-55-N- I I1-112"1-1:2"1-1l'2"B-13132"1~1f2"Flare Copper as ,FB‘lI I'I|I'I gu-u--s-no ‘l-‘li'2"1-112"Ell l5—2Ell6-4"2"Flare Copper __FB‘ll i-|||-i I-I -n »-er-M- 2|!2"2|!?-1:2"2"Flare Copper FB1i .. I..|.. I‘i—T-N- Note:Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES -All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584,UNS C89833) -The product has the letters “NL"cast into the main body for lead-free identification -Certified to NSF/ANSI Standard 61 and NSFIANSI Standard 372 where applicable -Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584,UNS CBSBOO,85-5-5-5) -Ends are integral or secured with adhesive to prevent unintentional disassembly -300 PSI working pressure The Ford fvleter 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. P O Box 443,Wabash,tndtana U S A 46992 D443 Phone 260-563-3*l?1 i’Fax 8UEl-B26-348? Overseas Fart:260-563-U16? The Ford Meter Box Company,Inc.]5“b"”"“E°'B3" www.fordmeterbo:it.com Qgrggyig f Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) - iii iii, i ADAPTERS TO CHANGE METER SPUD SIZE AND LENGTH (5f3"THROUGH 1") Meter Threads __.-—" r \Sm"Adapted Mffter '"Meter SEE Size __._I I .-___.-'I .-____.-'I .-____.-'______.- E ______‘_.-_-'''__.-".'_.-"_.'__.-"__' _____.-‘I .-_,-'--I_,f --____.-_---__=_-_----Ir.._--___.--I .--3:-I . .____.__-_-.____,__-_____.I __-_____._-____.I ..--; -_.-".-_.-".-_.-""_.-"’-4 I..---.-'omposltion Mt L th Gasket F Ecianglg -1- -Ii Overall Length ir- SMALL METER Size Aosareo METER Size Lenore CHANGE WT.Les.NUMBER |rEm{s} 1-E-I16“31'4"0.6 A13-N L 1-51'‘l E"TF3"D.-B A34-N L Dsscaierlon L UVERALL Mares LENGTH‘APP-aox.‘PART /'SUBMITFED FEATURES -P All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584,UNS (389833) -The product has the letters “NL”cast into the main body for lead-free identification -Certified to NSFIANSI Standard 61 and NSFIANSI Standard 372 where applicable -Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584,UNS C836UU,85-5-5-5) -Meter adapters are furnished in pairs -the catalog number represents two adapters -Body design provides wrench flats to facilitate installation -Conforms to AWWA C700 for meter threads The Ford Meter Box Company considers the information in this submittai form to be correct at the time of publication.Item and option availability, including specifications,are subiect to change without notice.Please verify that vour product information is current. The Ford Meter Box Company,Inc.Submitted 51"‘ P.O.Box 443,Wabash,Indiana U.S.A.46992-0443 Phone:260-563-31?1 ii Fax:BUD-826-348? Overseas Fax:260-563-D16? www.fiI.‘i|'d i"fiBlE':rbDX.C0m {]5jD4j1 5 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) FEATURES • Insert stiffeners conform to the AWWA Standard C901 for Polyethylene (PE) Pressure Pipe and Tubing • Insert stiffeners are solid 304 tubular stainless steel (ASTM 240-92B) • Dimpled and flanged to retain placement within the service line • Key lock construction with a minimum of two key locks to maintain solid structural integrity • Manufactured in the United States of America Note: Consult pipe or tubing manufacturer for specific installation requirements. Ford recommends using insert stiffeners when using plastic pipe or tubing STAINLESS STEEL INSERTS FOR POLYETHYLENE PIPE (PEP) OR TUBING (PET) The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com Submitted By: The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. 10/30/12 Stainless Steel Inserts - (Insert-xx style) SUBMITTAL INFORMATION Dimple Flange * Weights for insert stiffeners are for standard package quantities. **Insert -53 and -72 fit both 1-1/4" plastic tubing (1.069 I.D.) and 1" plastic pipe (1.049 I.D.). ♦ These inserts are specifically designed and required for Quick Joint fittings. They are not interchangeable with other Compression Fittings. 50 series For Polyethylene Tubing (PET) 70 Series For Polyethylene Pipe (PEP) CATALOG NUMBER NOMINAL SIZE PET ID LENGTH ✔ SUBMITTED ITEM(S) INSERT-51 3/4" 0.681 1-35/64" INSERT-52 1" 0.875 1-43/64" **INSERT-53-72 1-1/4" 1.069 2-5/16" ♦**INSERT-53-72-Q 1-1/4" 1.069 1-31/32" INSERT-54 1-1/2" 1.263 2-15/16" INSERT-55 2" 1.653 2-15/16" ♦INSERT-54-Q 1-1/2" 1.263 2-7/16" ♦INSERT-55-Q 2" 1.653 2-7/16" CATALOG NUMBER NOMINAL SIZE PEP ID LENGTH ✔ SUBMITTED ITEM(S) INSERT-71 3/4" 0.824 1-11/16" **INSERT-53-72 1" 1.049 2-5/16" ♦**INSERT-53-72-Q 1" 1.049 1-31/32" INSERT-73 1-1/4" 1.380 2-5/16" INSERT-74 1-1/2" 1.610 2-59/64" INSERT-75 2" 2.067 2-15/16" Dimple ASTM D2239 sron I i.s P-fl Fri?"I 60 PSI SPECIFHIA TION Effec ti ire April 2019 Supersecies Jan.2019 F330 Centennial Ave. Hastings NE 5390! Pi:46.?46.2 222? I ,-entenn |a,Toll Free."5'65-E51‘-222? csntenni'nipi'nsrics.ccm_g PLASTICS.mc, T’ HDPE 47l0—ASTM D2239 and ASTM D2737 -Flexible polyethylene pipe and tubing -Produced from only the finest virgin material‘ -Backed by a 30-YEAR WARRANTY -Virgin Black material‘ -Chlorine resistance:CC3 per ASTM F2263 l‘.D..6 2 2'" Wail .050” Wf.i'ft .05 ?'#.09U# 1/2”3/4 “1 ”1-1/4 ”1-1/2” .953" .824 .O?'2" ‘l‘-23‘l'"‘f.52l'.'.i"'?.B90"' ‘i-l'II'4Q"1.330"‘.f.61U"' .091”.120”ll 140" .143#.E'45#ll 335# 2:.» 2.42?" 2.06?" .180” .544# iggg pg;|gm];9 i CLD.MIA 1-QU8"'1.283"1-686"1-968"2.52?" LD.NIA .824”‘i.O4Q"1.350”‘i.l310"’2.06?" Wail NJA .092 ".1 T ?”.153"U.‘i ?9”.23-[Ii " Wt.ffl NIA .1 ffifi .1861515 .32[}#O.43015 .?'1G# I NA 1 oao 1 see r rr-it 2 oro 2 earizsoPsii0--'-1 I -"-"-”-"-"SIDR T LB.NIA .324"'i.U4E-3*"1.350"1.610’2.06?" Wail‘!N./A .115”.150”.19?"0.230”.295” C9fil W"t.ffi NIA .1'52#.245#.424#O.5?B#.952# 3/4 ”1 “1-1/4 “1-1/2 "2“ .a?5-"1.125"rsrs"r.e2s"2.125" Ati"ir"'ir‘lr'A I50 PSI CLD.MASDR9CTSI AWWA LD.NJA Wail‘! C90 I Wt.ffi ii.-'rA MIA .681”.575”‘i.U69”‘l'.2’53"’1.653” .09?".125".153".181".236" .'iD3#.1?l'J#.254#.353#.5t]'2# Note:Please see Centennial Plastics website for stocking coil lengths:vi.wvw-centennialplastics-com SIDR 9,SIDR ?and SlDR 11.5 are suitable for connections with insert fittings and clamps. Note:CenFlo HDPE SDR 9 is suitable for connections with {ITS fittings. CenF|o is Certified to NSFIANSI 3?2 and conforms with the lead content requirements for "lead free"plumbing as defined by California,l.-termont,Maryland,and Louisiana state laws and the U.S.Safe Drinking Water Act. CenFlc is tested and certified to NSFIANSI Standard 14 and 61 Centennial Plastics follows Proposition E5 {also known as the Safe Drinking Water and Toxic Enforcement Act of 1986}. Uur products in their finished form,do not require a California Proposition 65 warning label. §CenFlo HDPE is certified to the Uniform Plumbing Code” Centennial Plastics is an ISO 9001 Certified Company. FLOH-‘I ADS,inc.Drainage Handbook Specifications +1-1 ADS POTABLE WATER SERVICE TUBING (CTS)PIPE SPECIFICATIONS Scope This specification describes ADS Potable Water Service Tubing (CTS)pipe SDR 9 for use in potable water service applications. Pipe Requirements ADS potable water service tubing shall meet the requirements of ASTM D2737’,AlN‘vVA C901 and NSF Standards 14 and 61.Pipe dimensions shall meet Copper Tubing Size (CTS)standards. Material Properties Tubing material shall be high-density polyethylene conforming to the minimum requirements of cell classification 4455?-4E as defined and described in ASTM D3350."he resin shall have a material designation code of PE4?10 by the Plastic Pipe Institute. Disinfectionillllaintenance The active chlorine content of disinfecting solutions shall not exceed 12%.All disinfecting solution must be flushed from all lines within the system.Industry accepted procedures,like ANSUAWWA C651 Disinfecting Water Mains,should be followed for both new and repaired potable water lines. Installation Installation is similar to other flexible tubingfpipe products.Methods including direct bury,plowing or pulling are applicable per local,state or federal guidelines for the application. Tubing Properties 3f4"'1H 1 ‘Ii’-ii” EDP.9 Outside Diarn ele r, in {mm} 0.B?5 :l:0-004 (22.2 10.10} 1.125 10-005 (23.5 i0.13]| 1 .2-T5 (34.0 10.005 10.13} 1.025 II-$1.3 10-0 1 ‘ii'2"2" 0 6 1:0.15]i 2.125 10-000 (54.0 10.51} Wall Thickness, in {mm} 0.09?+o.o1o (2.5 +o.2s) o.12s +o.o12 (3.2 +o.so} o.1ss (so +o.o15 +o.ss) o.1s1 (4-6 +0.0 +0.4 1s Bl 0.236 +o.o24 {so +o.s1l Pressure Rafing @ T"3flF, psi (ii:Pa} 250 (W24) 250 (‘I T24) 250 {1?2-=1-I (1 250 r2-4) 250 1'_‘l?24-} Weight, gmfft fgrniml its i2 r151 17) TB i3 (255 :10] 125 1:4 (410 113} 1 E2 (531 1:4 113} zrs :5 {soc :15} ©ADS Inc June 2013 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) SDR-9 CTS 250psi PE471O ASTM D-2737 NSF CERTIFIED Products Product Number Diameter Weight‘ 4C_S-U?5-#'I##2 334“10.3 4C_S-100-###2 1 "16.9 4C"S-125-###2 1 -114"25.0 4C“S-1 50-###1'1-1 I2"34.8 4C_S-ZDU-###2 2"59.4 1 Weights are per 11210‘of pipe. 1'Replace ###with the length of pipe.i.e.4CTS-0?5-300 for a SM"it 300'coil. Specifications Diameter 0.11 Cale l.D.Min.Wall ti L_-1|-cast"c».o9?'"+:~.c-10"3,14"0.8175".054" 1Il 1-125"i i-H|_:|5Il E1 _1 --0.875"0.125"+C'.C'12" F-_J1-114"1.375"ztl ."I'I'5"—'-'1 pas"0.153"+:~.c-15" n_;--11-1.12"1.525"it ...IEIE"-".263"c 1s1"+:».c-1s" 2"2.125"il'.".'.I'II-I6"-".sss"0.235"+:l.c-24" Standards &Certifications NSFNANSI Standard #14,NSFIANSI Standard #161 ANSIIAWWA C901-17 specifications for polyethylene (PE)pressure pipe,tubing,and fittings (3f4“to 3"for water) ASTM D-1248 specification for polyethylene {PE}plastics molding and extrusion materials ASTM D-3350 specification for polyethylene (PE)plastics pipe and fittings material ASTM D-2T3?specification for polyethylene (PE)plastic tubing Interstate Plastic,Inc.HDPE pressure pipe and tubing are in compliance with the Trade Agreement Act (19 USC 2501]and are proudly made in the USA in beautiful Post Fails,ID Interstate Plastic,Inc. 33?5 E Seltice Way i -pw I PO Box 398 Post Falls,ID sssrr P°*"i-“t-'Wait’ P:rsos)??3-4538 (soc)We-rssr F:(zest 7T3-9400 (ass)zos-3012 CUT SHEET --H D FOWLER COMPANY‘--2019-AUG-2? NSE Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) CENFLO 4?10 HDPE MEETS OR EXCEEDS:CENFLO 4?10 PIPE FOR: ASTM O 2T3?POTABLE WATER AND IRRIGATION ASTM D 2239 APPLICATIONS. ASTM O 3350.CELL CLASSIFICATION PE 4-455?BC TENSILE srasnsrn @ YIELD [2 iniminj @ seem (2 inimin] ELDNGATIUN @ BREAK (2 inimin) FLEXURAL MODULUS 2 HARDNESS {SHORE D} VICAT SOFTENING POINT BRITTLENESS TEMPERATURE D ?4E NOTCH TENSILE {PENT) CELL CLASSIFICATION I 1su“c216£m g 1‘2%Secant-Method 1 3 Condition C Centennial ASTM METHOD ENGLISH UNITS SI UNITS D E30 D E30 D E33 D T90 NOTCHED IZOD IMPACT STRENGTH D 255 O 2240 D 1525 ENVIRONMENTAL STRESS CRACK RESISTANCE 3 O 1693 F 1473 O 3350 Available in Iron Pipe Size 112"-2". 3625 psi 5500 psi =-000% 'I50,000 psi 9.0 ft-lbflin BE 259°F <-130°F =-5000 hrs. :=-10,000 hrs 4455TEC CENTENNIAL PLASTICS INC.I “I830 CENTENNIAL AVENUE I HASTINGS,NE B3901PHONE:{$561351-222?|FAJKI:I402)4s2-ss2s W-YEW-'1 A WWW.CENTENNlALF'LASTlCS.COM March 1132016 DENSITY (BLACK)n 4sas -.959 gist: MELT INDEX “O 1233 -3.5gi10 min HYDROSTATIC DESIGN BASIS @ I23"c}n 2&3?1snn psi 11.0 llI'lF‘a HYOROSTATIC DESIGN BASIS @ (fi0°C}O 283?1000 psi 6.9 MPa CARBON BLACK CONCENTRATION O 1603 2.30%2.30% 25.0 MPa 38.0 h‘lPa >E00% 1,035 MPa 0.49 k..l!m E6 126°C -=1-118°C =-5000 hrs. :=-10,000 hrs Il~455T6C Centennial Plastics is an ISO 9001 certified company CenFIc+is certified by NSF CenFle meets AWWA C901 Requirements CenFIc-HDPE 4?1U is cernfied by NSF Standards 14 and E1 CENFLO 4?1I]HDPE MEETS OR EXCEEDS:CENFLO 4?1U PIPE FOR: ASTM O 2T3?PCITABLE WATER AND IRRIGATION ASTM D 2239 APPLICATIONS. ASTM O 3350,CELL CLASSIFICATION PE 4-455?l5C TENSILE STRENGTH @ YIELD [2 iniminj @ BREAK i2 inimin] ELDNGATIDN @ BREAK (2 inimin) FLEXURAL MODULUS 2 HARDNESS {SHORE D} VICAT SOFTENING POINT BRITTLENESS TEMPERATURE D ?4E NOTCH TENSILE {PENT) CELL CLASSIFICATION 1 19lJ°C216{llI'i g 1‘2%Secant-Method 1 3 Condition C Centennial ASTM METHOD ENGLISH UNITS SI UNITS D E38 D E33 D E33 D T90 NOTCHED IZOD IMPACT STRENGTH D 255 O 2240 D 1525 ENVIRONMENTAL STRESS CRACK RESISTANCE 3 O 1693 F 14-T3 O 3350 Available in Iron Pipe Size 1i2"-2". 3625 psi 55lJO psi >-500% 'I5lJ,0D0 psi 9.fl ft-lbfiin BE 259°F <-130°F #5000 hrs. :=-1I],I1flD hrs 4455TEC CENTENNIAL PLASTICS INC.I “I830 CENTENNIAL AVENUE I HASTINGS,NE BBSU1PHONE:{$561351-222?I FAX:i402)res-ssae W-YEW-'1 A WWW.CENTENNlALPLASTlCS.COM March 1132016 DENSITY [BLACK]o 4883 -.959 gist: MELT INDEX “o 123s -B.5gi1lIi min HYDROSTATIC DESIGN BASIS @ res"c}o sear 1snn psi 11.ti lil'iF‘a HYDROSTATIC DESIGN BASIS @ (fifl°C}O 283?1000 psi 6.9 MP3 CARBON BLACK CONCENTRATION D 1603 2.30%2.30% 25.0 MPa 38.0 h‘lPa I-ED[I'iiii 1,035 MPa 0.49 k..I!rn E6 126°C -=1-118°C >500!)hrs. :=-‘IlI|,i1IJD hrs 4455T6C Centennial Plastics is an ISO QUDI certified company CenFio is certified by NSF CenFlo meets AWWA C901 Requirements iIenFIo HDPE 4?1[l is cerbfied by NSF Standards 14 and E1 Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) @ ROMAC INDUSTRIES, INC.. 1;;33;?;;‘j,§‘;i?;‘;,,,Double Strap Servlce Saddles April 4,2016 Style 2o2u stge 202NU Style 202s Style 202NS Painted Saddle Nylon _oated Saddle Painted Saddle Nylon Coated Saddle With U-|30|’IS With U-|30|’I$with Stainless Steel Straps with Stainless Steel Straps Certified to Certified to NSF/ANSI 6i—G NSF/ANSI 6i—G _'- 2.38 2.50‘ 1/2"l.P,3/4"&1"l.P.or C.C.TAP 1 1/4"—1 1/2"—2"l.P.or C.C.TAP (2 1/2"IP ONLY) 3.45 3.502 4.05 Z3 4.00 -4.50 4.50 -4.80 4.50 -5.403 6.63 6.00 -6.63 6.63 -6.90 7.603 8.63 8.00 -8.63 8.63 -9.05 9.803 1 0"‘0.0' *1.1-:- -‘1.10 ‘2.123 ‘2.0' ‘3.2' -‘3.20 -‘4.38 3 NOMINAL O'D'APPROX.PIPE SIZE R'j\',§('§E 2o2u 2o2|\|u 31$202s 202NS 31$2o2u 2o2|\|u 31$202s 202NS 81$WEifi)l:l;ea. oo-|>-|>-is-is-|>-|>ovovovo~|o1o-loooog; 1L o ‘5.3'-‘6.80 ‘7.4'-‘8.90 ‘9.5'-21.10 21.11 -22.70 22.71 -24.30 24.31 -25.90 25.71 -27.30 1 6" 1 8" 20" 22" 24" 26" 28"27.31 -28.90 30"28.9'-30.50 30.51 -32.10 POA OOOOOOOOOJOJOOOOOO-l>-l>-l>O3CD-l>-l>-l>O‘lCJ‘lO‘lO3CDCDO0O0 oo-|>-|>-is-|>-|>-|>owc»ovo~|o1o1ooooE§ cooooooooooaoooooo-|>-|>-|>owov-|>-|>-|>o~|o1o~|ovowovoooo3 3.5 # 5.0 # 5.0 # 7.5 # 7.5 # 7.5 # 9.0 # 9.0 # 9 0# ‘0.0# 0.0# ‘0.0# ‘1.5# ‘1.5# "2.5# ‘2.5# ‘5.3# ‘6.0 # ‘8.0 # 20.0 # POA 21.0 # 23.0 # 24.0 # 24.5 # 25.0 # 26.0 # Prices and weights shown are per saddle. 1 202 -2.50 can accommodate up to 1 1/2"l.P. and 1 1/4"C.C. 2 202 for 3"nominal size can accommodate up to 2"l.P.and 1 1/2"C.C. 3 Not recommended for iron pipe size PVC or ductile iron size PVC (C-900). Manufacturer Recommendations: For PVC applications select the saddle with the top of range number that is closest to the diameter of the pipe. Service saddles with U-Bolts are not recommended for use on PVC pipe. For Copper pipe,Romac recommends single strap saddles which should be pre- formed at the factory,or see pg.4-6 for 304/306 stainless steel saddles. To Order:Add tap size to the upper range of the saddle. When ordering for PVC pipe,_UPPER TAP TYPE Specify O.D.(D.l.or IPS)STYLE RANGE SIZE THREAD Example:Painted Saddle with U-Bolt:1202 —7.60 x 3/4"lPi Stainless Steel Strap—add letter "S":i202S —7.60 x3/4"lPi Nylon Saddle—add designation "NU":202NU —7.60 x 3/4"lPi Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) ROMAC INDUSTRIES, INC. STYLE 101NS & 202NS SERVICE SADDLE SUBMITTAL INFORMATION MATERIALS Casting The saddle body is cast from ductile (nodular) iron, meeting or exceeding ASTM A 536, Grade 65-45-12. Gasket Gasket is made from Nitrile Butadiene Rubber (NBR) compounded for water and sewer service and a tolerance of petroleum products in accordance with ASTM D 2000 MBC 610 and NSF 61 Certified. Other compounds available for special applications. Straps Type 304 (18-8) heavy gauge Stainless Steel per ASTM A 240. Straps are two inches wide to spread out clamping forces on the pipe. GMAW and GTAW welds. Passivated for corrosion resistance. Bolts, Nuts For sizes 1-1/2" through 3", 1/2" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. 4" and above use 5/8" UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. Rod for bolts are per ASTM A 240 and nuts are per ASTM A 194. All welds fully passivated for enhanced corrosion resistance. Nuts coated to prevent galling. Washers Flat, type 304 (18-8) heavy gauge Stainless Steel. Coating Casting is coated with fusion bonded black nylon, 10-12 mils thick, with a dielectric strength of 1,000 v/mil and NSF 61 Certified. PRESSURE RATING Ductile iron, cast iron and steel pipe: rating of pipe up to 350 psi maximum, on pipe sizes up through 24 inch, larger than 24 inch up to 30 inch pressure rating is 150 psi. PVC, asbestos cement and other pipe: up to the maximum rating of the pipe. For other applications please consult your representative. AWWA STANDARDS These service saddles meet the requirements of ANSI/AWWA C800, Underground Service Line Valves and Fittings. SIZES AND RANGES See Catalog. 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. 414 Morgan Street • Brownsville, TN 38012 (731) 772-3180 | www.lascofi ttings.com SCHEDULE 40 PVC SUBMITTAL SHEET This specifi cation is provided for reference only. LASCO Fittings, Inc reserves the right to change nay portion of this specifi cation without notice and without incurring obligation to make such changes to LASCO products previously or subsequently sold. Please visit our website www.lascofi ttings.com for the most current information. Injection Molded PVC Pipe Fittings in sizes 3/8” through 12” LASCO Fittings, Inc.’s comprehensive line of PVC fi ttings offers a variety of injection molded confi gurations in Schedule 40 sizes 3/8” through 12” conforming to ASTM D 2466. LASCO Fittings, Inc., an Aalberts Industries company, spe- cializes in the production and sale of injection molded fi ttings for Irrigation, Plumbing, Industrial, Pool/Spa and Retail mar- kets. LASCO Fittings, Inc. operates a 26-acre manufacturing facility in Brownsville, TN. With eight Regional Distribution Fa- cilities strategically located within the United States, LASCO provides worldwide distribution and overnight service. Limited Warranty LASCO Fittings, Inc. products are warranted to be free from manufacturing defects in materials and workmanship. They are warranted against rot, rust, and electrolytic corrosion for a period of three years from date of installation. If LASCO products prove defective due to manufacturing defects in material or workmanship during that period, the manufacturer will provide new replacement units of the same type and size. No remedy will be granted under this warranty if LASCO products are not used strictly in accordance with LASCO’s directions with respect to use and storage or if the products have been modifi ed in any way. THE MANUFACTURER’S LIABILITY UNDER EXPRESSED OR IMPLIED WARRANTY OR FOR ANY REASON IS LIMITED TO FURNISHING REPLACEMENT UNITS OR GRANTING A CREDIT FOR DEFECTIVE UNITS. NO LABOR EXPENSE OR CONSEQUENTIAL DAMAGES WILL BE PAID BY LASCO. THIS WARRANTY IS IN LIEU OF ALL OTHER GUARANTEES AND WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING BUT NOT LIMITED TO, WARRANTIES OF MERCHANTABILITY AND FITNESS FOR PURPOSE, EXCEPT FOR ANY WARRANTIES IMPLIED BY LAW FOR NONCOMMERCIAL CONSUMERS. ANY SUCH WARRANTIES ARE LIMITED TO THE DURATION OF THIS WRITTEN WARRANTY. STANDARDS AND SPECIFICATIONS – Schedule 40 ASTM D-1784 – Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly Vinyl Chloride) (CPVC) Compounds. ASTM D-2466 – Socket Type Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40. ASTM F-1970 – Standard Specifi cation for Special Engineered Fittings, Appurtenances or Valves for use in Poly (Vinyl Chloride) (PVC) or Chlorinated Poly (Vinyl Chloride) (CPVC) Systems. MATERIAL – LASCO Schedule 40 Fittings are produced from PVC Type 1, Cell Classifi cation 12454-B. – O-rings are produced from a Buna-N (Nitrile) material. LISTINGS – NSF/ANSI Standard 61, Annex G: Drinking Water System Components Weighted average lead content of ≤0.25% and is in compliance with California’s Health & Safety Code Section 116875 (commonly known as AB1953) NSF/ANSI Standard 14: Plastics Piping system Components and Related Materials. Includes /ANSI Standard 61, Annex G DO NOT USE LASCO FITTINGS FOR COMPRESSED AIR OR GASES. DO NOT TEST PVC PIPING SYSTEMS WITH COMPRESSED AIR OR GASES. DO NOT USE FITTINGS WITH LIQUIDS NOT RECOMMENDED BY LASCO. MODIFICATIONS OF FITTINGS VOIDS THE WARRANTY.MADE IN USA 40-2-0604 PVC SCHEDULE 40 FITTINGS Performance Engineered & Tested SPEARS® Schedule 40 PVC fi tting designs combine years of proven experience with computer generated stress analysis to yield the optimum physical structure and performance for each fi tting. Material reinforcement is uniformly placed in stress concentration areas for substantially improved pressure handling capability. Resulting products are subjected to numerous verifi cation tests to assure the very best PVC fi ttings available. Full 1/4" Through 12" Availability Spears® comprehensive line of PVC fi ttings offers a variety of injection molded confi gurations in Schedule 40 sizes 1/4" through 12" conforming to ASTM D 2466. Exceptional Chemical & Corrosion Resistance Unlike metal, PVC fi ttings never rust, scale, or pit, and will provide many years of maintenance-free service and extended system life. High Temperature Ratings PVC thermoplastic can handle fl uids at service temperatures up to 140°F (60°C), allowing a wide range of process applications, including corrosive fl uids. Lower Installation Costs Substantially lower material costs than steel alloys or lined steel, combined with lighter weight and ease of installation, can reduce installation costs by as much as 60% over conventional metal systems. PROGRESSIVE PRODUCTS FROM SPEARS® INNOVATION & TECHNOLOGY Visit our web site: www.spearsmfg.com Higher Flow Capacity Smooth interior walls result in lower pressure loss and higher volume than conventional metal fi ttings. Additional Fabricated Confi gurations through 36" Extra large, hard-to-fi nd, and custom confi gurations are fabricated from NSF Certifi ed pipe. Fittings are engineered and tested to provide full pressure handling capabilities according to Spears® specifi cations. PVC Valves SPEARS® PVC Valve products are available for total system compatibility and uniformity; see SPEARS® THERMOPLASTIC VALVES PRODUCT GUIDE & ENGINEERING SPECIFICATIONS (V-4). Advanced Design Specialty Fittings Spears® wide range of innovative, improved products include numerous metal-to-plastic transition fi ttings and unions with Spears® patented special reinforced (SR) plastic threads. Sample Engineering Specifi cations All PVC Schedule 40 fi ttings shall be produced by Spears® Manufacturing Company from PVC Type I cell classifi cation 12454, conforming to ASTM D 1784. All injection molded PVC Schedule 40 fi ttings shall be Certifi ed for potable water service by NSF International and manufactured in strict compliance to ASTM D 2466. All fabricated fi ttings shall be produced in accordance with Spears® General Specifi cations for Fabricated Fittings. SPEARS® MANUFACTURING COMPANY • CORPORATE OFFICE 15853 Olden St., Sylmar, CA 91342 • PO Box 9203, Sylmar, CA 91392 (818) 364-1611 • www.spearsmfg.com PACIFIC SOUTHWEST 15860 Olden St. Sylmar (Los Angeles), CA 91342 (818) 364-1611 • (800) 862-1499 Fax (818) 367-3014 NORTHWEST 4103 C St. NE Suite 200 Auburn (Seattle), WA 98002 (253) 939-4433 • (800) 347-7327 Fax (253) 939-7557 ROCKY MOUNTAIN 4880 Florence St. Denver, CO 80238 (303) 371-9430 • (800) 777-4154 Fax (303) 375-9546 SOUTH CENTRAL 4250 Patriot Dr. Suite 300 Grapevine (Dallas), TX 76051-2317 (972) 691-4003 • (800) 441-1437 Fax (972) 691-4404 UTAH 5395 West 1520 South Salt Lake City, UT 84104 (303) 371-9430 • (800) 777-4154 Fax (303) 375-9546 NORTHEAST 590 Industrial Dr. Suite 100 Lewisberry (Harrisburg), PA 17339-9532 (717) 938-8844 • (800) 233-0275 Fax (717) 938-6547 SOUTHEAST 4205 Newpoint Pl. Suite 100 Lawrenceville (Atlanta), GA 30043 (678) 985-1263 • (800) 662-6326 Fax (678) 985-5642 FLORIDA 9563 Parksouth Court Orlando, FL 32837 (407) 843-1960 • (800) 327-6390 Fax (407) 425-3563 MIDWEST 1 Gateway Ct . Suite A Bolingbrook (Chicago), IL 60440 (630) 759-7529 • (800) 662-6330 Fax (630) 759-7515 INTERNATIONAL SALES 15853 Olden St. Sylmar (Los Angeles), CA 91342 (818) 364-1611 • Fax (818) 898-3774 PVC Thermoplastic Pipe Temperature Pressure De-Rating © Copyright 2007 Spears® Manufacturing Company. All Rights Reserved. Printed in the United States of America 01/07. 40-2-0604 NOT FOR USE WITH COMPRESSED AIR OR GAS Spears® Manufacturing Company DOES NOT RECOMMEND the use of thermoplastic piping products for systems to transport or store compressed air or gases, or the testing of thermoplastic piping systems with compressed air or gases in above and below ground locations. The use of our product in compressed air or gas systems automatically voids any warranty for such products, and its use against our recommendation is entirely the responsibility and liability of the installer. WARNING: DO NOT USE COMPRESSED AIR OR GAS TO TEST ANY PVC OR CPVC THERMOPLASTIC PIPING PRODUCT OR SYSTEM, AND DO NOT USE DEVICES PROPELLED BY COMPRESSED AIR OR GAS TO CLEAR SYSTEMS. THESE PRACTICES MAY RESULT IN EXPLOSIVE FRAGMENTATION OF SYSTEM PIPING COMPONENTS CAUSING SERIOUS OR FATAL BODILY INJURY. PVC Chemical Resistance PVC is generally inert to most mineral acids, bases, salts and paraffi nic hydrocarbon solutions. For more information on PVC chemical resistance refer to the Chemical Resistance of Rigid Vinyls Based on Immersion Test, published by the GEON® Company. To determine the maximum internal pressure rating at an elevated temperature, simply multiply the pipe pressure rating at 73°F by the percentage specifi ed for the desired temperature. System Operating Temperature °F (°C) 73 (23) 80 (27) 90 (32) 100 (38) 110 (43) 120 (49) 130 (54) 140 (60) PVC 100% 90% 75% 62% 50% 40% 30% 22% NOTE: Valves, Unions and Specialty Products have different elevated temperature ratings than pipe. PVC Basic Physical Properties Properties ASTM Test Method PVC Mechanical Properties, 73°F Specifi c Gravity, g/cm3 D 792 1.41 Tensile Strength, psi D 638 7,200 Modulus of Elasticity, psi D 638 440,000 Compressive Strength, psi D 695 9,000 Flexural Strength, psi D 790 13,200 Izod Impact, notched, ft-lb/in D 256 .65 Thermal Properties Heat Defl ection Temperature, °F at 66 psi D 648 165 Thermal Conductivity, BTU/hr/sq ft/°F/in C 177 1.2 Coeffi cient of Linear Expansion, in/in/°F D 696 3.1 X 105 Flammability Limiting Oxygen Index, %D 2863 43 UL 94 rating 94V-0 Other Properties Water Absorption, % 24 hr.D 570 .05 Industry Standard Color White / Dark Gray ASTM Cell Classifi cation D 1784 12454 NSF Potable Water Approved Yes UF/TWU IRRIG TIUN WIRE-R7UU1D DESCRIPTION Begency s single conductor LIFITWU Irrigation Wire is manufactured for the purpose of direct burial power wire applications in accordance with Article 339 of the National E|Bl"1”'IC Bode NFPA-?O. Conductor corstruction is soft drawn bare copper meeting the requirements of ASTM Specification B-3 and B-B.Gauge sizes 1B thru B are sol d onductors Sizes B ‘hru -MO are stranded conductors APPLICATION Suitable for use as power and control wire for irrigation systems CONSTRUCTION CONDUCTOR Soft drawn bare copper {ASTM Spec B-3 and B-B). Solid lfB awg to 8 awgi S randed (6 awg to 410 awg} INSULATION PID|Wll'W|Bh|Oil{I|B (PVC) TEMPERATURE 63 l‘\.J-l'=~O"IClU m oeo oso oao oeo oso oso oso % The insulation is a high quality polyvinylchloride (PVC)for systems applications of up to BOO volts and conductor temperatures up to The UFITWU Irrigation Wire is constructed in accordance with Underwriters Laboratories,Inc.standard 493 and B3.as well as GSA 22 2 No 75 1-12 1-12 1-9,11 1-8 1-5 ,2,3,5 ,2,3,5 AVAILABLE COLORS l Black 2 White 3-Rec 4-Blue 5 Green 6-Yellow,8-0range,9-Gray,10-Pink,11-Purple,12-Tan. Material must be able to pass the following tes s without showing signs of degradation: COLO BEND The lI'lSU|E1UOF|shall not show any cracks when sample is bent around a 3X mandrel after being subjected to -25 C ‘or four (4)hours ELECTRICAL AC test voltage BO seconds at SOOO volts SUNLIGHT RESISTANCE TEST Samples conditioned for 300 hours of carbon-arc or irenon arc exposure regencgwire |'EgEflCYW||'E QUIT! UF/TWU IRRIG TIUN WIRE-R7UU1D DESCRIPTION Begency s single conductor LIFITWU Irrigation Wire is manufactured for the purpose of direct burial power wire applications in accordance with Article 339 of the National E|Bl"1”'IC Bode NFPA-?O. Conductor corstruction is soft drawn bare copper meeting the requirements of ASTM Specification B-3 and B-B.Gauge sizes 1B thru B are sol d onductors Sizes B ‘hru -MO are stranded conductors APPLICATION Suitable for use as power and control wire for irrigation systems CONSTRUCTION CONDUCTOR Soft drawn bare copper {ASTM Spec B-3 and B-B). Solid lfB awg to 8 awgi S randed (6 awg to 410 awg} INSULATION PID|Wll'W|Bh|Oil{I|B (PVC) TEMPERATURE 63 l‘\.J-l'=~O"IClU m oeo oso oao oeo oso oso oso % The insulation is a high quality polyvinylchloride (PVC)for systems applications of up to BOO volts and conductor temperatures up to The UFITWU Irrigation Wire is constructed in accordance with Underwriters Laboratories,Inc.standard 493 and B3.as well as GSA 22 2 No 75 1-12 1-12 1-9,11 1-8 1-5 ,2,3,5 ,2,3,5 AVAILABLE COLORS l Black 2 White 3-Rec 4-Blue 5 Green 6-Yellow,8-0range,9-Gray,10-Pink,11-Purple,12-Tan. Material must be able to pass the following tes s without showing signs of degradation: COLO BEND The lI'lSU|E1UOF|shall not show any cracks when sample is bent around a 3X mandrel after being subjected to -25 C ‘or four (4)hours ELECTRICAL AC test voltage BO seconds at SOOO volts SUNLIGHT RESISTANCE TEST Samples conditioned for 300 hours of carbon-arc or irenon arc exposure regencgwire |'EgEflCYW||'E QUIT! Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) P.O.BOX 368,Union,NJ ovoss-osas,908-o87-7810,800-327-2448,FCIX:908-687-2722 FEEDER CABLE (UF)&TWU |NSU|.AT|0N:POLYVINYL CHLORIDE SIZES:I4 AWG -4/0 AWG (IJS €€700ID-Rev I0 |rrigaT|on F) UNDERGRQUND I .0 SCOPE:3.0 SPLICING RECOMMENDATIONS: I .1 2.0 05/11/16 This specitication covers the construction re uirements Ior Underground Feeder CcibIe,Type UF and TWU tor use in accordance with the NationaI EIectricaI Code For operation at a potentiaI oi 600 VoIts or Iess and at a temperature oi 75°C or Iess.Listed by UL or ETL or CSA. CONSTRUCTION: 2.1 Conductor: Sott drawn bare copper meeting the requirements oI ASTM specitication B-3 or B-8. Temperature Rating: -10°C +75°C. Insulation: PoIyvinyI chIoride,75°C rated contorming to UL Standards 493 and 83. Manufacturer's Identification: Suriace marked with Paige-EIectric, voItage rating,size and type,Listing IiIe numbers,RoHS. Listin : AII cages shaII be tested physica|Iy and eIectricaI|y in accordance with UL Standard 493,and 83.It shouId aIso be tested to CSA RuIe C.22.2 No.75.AII reeIs and cartons bear Listing IabeIs. Wire spIices are the weaI<IinI<oi any e|ectri- caI circuit.It is especiaIIy important to maI<e proper joints in irrigation systems because the ioints are exposed to wet and damp environments that can cause corrosion oi the copper conductor and premature Iai|ure. Here are Paige E|ectric’s recommendations: 'For direct buriaI,above ground,or in vaIve box instaIIations:Model DBR/Y-6 or DBO/B-6 as manutactured by the 3M Company (Paige specitication P7364D) I4 SOLID .060 .I 90 I 5 I2 SOLID .060 .205 20 I0 SOLID .060 .225 30 8 SOLID .080 .285 40 6 7 .080 .340 55 -5 7 .080 .390 70 R7 7 .080 .450 95 j i ©.095 .520 I I0 .095 .560 I25<¢S Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org) A P P L I C A T I 0 N S Suitable for use as follows: Southwire Type UF Single Conductor and Low-Energy Circuit cable are suitable for landscape irrigation at conductor temperatures not to exceed 60°C.Approved for underground installation. STANDARDS &REFERENCES 'Southwire Type UF Single Conductor and Low-Energy Circuit cable meets or exceeds UL requirements CONSTRUCTION Southwire Type UF Single Conductor is available in sizes 14 through 8 rated for 600 volts.Low-Energy Circuit cable is available in sizes 18 and 16 AWG and is rated for 150 volts.They are single conductor cables constructed of solid copper conductors with a PVC insulation.Available in multiple colors for ease of installation.Sunlight-resistant covering is available in black only. CONDUCTOR AVE'ffi§|5|€T‘§zRALL APPROX.WEIGHT LIJ _l CD Z i—i (D CONDUCTOR CABLE TYPE UF Type UF Single Conductor Low-Energy SIZE (AWG)NU.UF STRANDS inches inches lbs/i000ft cirguit Cable 18*1 .045 130 12 16*_.045 141 16 14 _.060 184 26 12 _.060 201 35 10 _.060 222 49 8 1 .080 289 80 *Low-Energy Circuit Cable.All other sizes are Type UF Single Conductor. green @Spe<:@ |_|$1'|5|]RoHSCompliant C5 l/1%>2 Solid Bare Copper PVC Insulation Type UF Single Conductor is 600 Volt Low Energy Circuit Cable is 150 volt 60°C Southvfiéi 0El\/l Division Powered by TCPDF (www.tcpdf.org) Powered by TCPDF (www.tcpdf.org)