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HomeMy WebLinkAbout1.03 Site Plan APPENDIX 9-102.C SITE PLAN THIS PAGE LEFT BLANK FOR TWO-SIDED DUPLICATION. Spencer PkwyN Battlement Pkwy W Battlement PkwyE Battlement PkwyMorrisana Mesa R d Battleme n t C r e e k T rl Water Pump Station Facility - 44 feet Residence - 118 feet Residence - 115 feet Outbuilding/ workshop - 89 feet Residence - 303 feet Residence - 290 feet Golf Course Maintenance Building - 283 feet Golf Course Storage Shed - 345 feet Golf Course Club House - 247 feet Residence - 242 feet Residence - 242 feet Residence - 265 feet Residence - 318 feet Residence - 313 feet Residence - 300 feet Residence - 239 feet Residence - 227 feet Residence - 277 feet 0 500 1,000250Feet Notes / Comments Author: S. StoddartRevision: 0Date: 2/13/2017 Pipeline Source: SGM Parcel Source: Garfield County GIS Imagery Source: Esri, DigitalGlobe, GeoEye, i-cubed, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community See attached list for land owners. Adjacent Structures Battlement Mesa PUD B&V Temporary Water Line Proposed Surface Pipeline 350-ft Pipeline Buffer Parcel Boundaries Battlement Mesa Planned Unit Development THIS PAGE LEFT BLANK FOR TWO-SIDED DUPLICATION. Vicinity Map Sheet Index Revision#Date By Job #.File: -Cover Sheet 1 Legend, Abbreviations & Notes 2 Index Sheet 3 Overall Site Plan 4 Zoning Map 5 Plan & Profiles - Sta. 0+00 to 6+00 6 Plan & Profiles - Sta. 6+00 to 12+00 7 Plan & Profiles - Sta. 12+00 to 18+00 8 Plan & Profiles - Sta. 18+00 to 24+00 9 Plan & Profiles - Sta. 24+00 to 30+00 10 Plan & Profiles - Sta. 30+00 to 36+00 11 Plan & Profiles - Sta. 36+00 to 42+00 12 Plan & Profiles - Sta. 42+00 to 48+00 13 Plan & Profiles - Sta. 48+00 to 54+00 14 Plan & Profiles - Sta. 54+00 to 60+00 15 Plan & Profiles - Sta. 60+00 to 66+00 16 Plan & Profiles - Sta. 66+00 to 72+00 17 Plan & Profiles - Sta. 72+00 to 78+00 18 Plan & Profiles - Sta. 78+00 to 84+00 19 Plan & Profiles - Sta. 84+00 to 90+00 20 Plan & Profiles - Sta. 90+00 to 96+00 21 Plan & Profiles - Sta. 96+00 to 102+00 22 Plan & Profiles - Sta. 102+00 to End 23 Bridge Sections 24 Project Details Sheet 25 Temporary Pedestrian Walkway Plan & Details Scope of Work Preliminary design of a temporary water line from the B&V pad spanning the route specified in the drawings to a connection point in which the location is specified in the drawings. The water line is to run on top of the ground surface. As this is a temporary above ground line, during the freezing weather conditions, the water line is to remain empty unless needed at which time will be immediately drained. All other seasons use can be continuous. Permit Set February 2017 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com URSA Operating Company, LLC B&V Temporary Water Pipeline Project Engineer Owner / Applicant Jefferey Simonson, #26152 URSA Operating Company, LLC 792 Buckhorn Drive Rifle, Co, 81650 These plans were prepared by SGM, Inc. in conformance to the Garfield County Building and Planning Department - Major grading application site plan and erosion control requirements, and with the adopted appendix J grading code section J104.2. Construction means and methodologies, as well as additional permit application supporting material have been prepared by others and are not considered part of this plan certification. - 6" Welded Steel: 2,600.00 LF (Sta. 00+00.00 - 18+90.00, Sta. 52+90.00 - 60+00.00) - 4" Flexpipes (2):3,400.00 LF (Sta. 18+90.00 - 52+90.00) - 10" HDPE:4,497.03 LF (Sta. 60+00.00 - 104+97.03) Total:10,497.03 LF Pipeline Length by Material Legend Abbreviations “” Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By 2006-479.063 EKS 1/13/2017 JSS Admin JSS 1 25 URSA Operating Company, LLC B&V Temporary Water Pipeline Legend, Abbreviations & NotesFor Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Legend Graphic Scale In Feet: 1" = 300' 0 150 300 600 Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By 2006-479.063 EKS 1/13/2017 JSS Admin - 2 25 URSA Operating Company, LLC B&V Temporary Water Pipeline Sheet IndexFor Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Graphic Scale In Feet: 1" = 300' 0 150 300 600 Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By 2006-479.063 EKS 1/13/2017 JSS Admin - 3 25 URSA Operating Company, LLC B&V Temporary Water Pipeline Overall Site PlanFor Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Graphic Scale In Feet: 1" = 20' 0 10 20 40 Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By 2006-479.063 EKS 1/13/2017 JSS 2016-479-PP-20163001 JSS 5 25 URSA Operating Company, LLC B&V Temporary Water Pipeline Plan & Profile Sta. 00+00 to 6+00For Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Graphic Scale In Feet: 1" = 20' 0 10 20 40 Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By 2006-479.063 EKS 1/13/2017 JSS 2016-479-PP-20163001 JSS 6 25 URSA Operating Company, LLC B&V Temporary Water Pipeline Plan & Profile Sta. 6+00 to 12+00 For Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com CR 300Graphic Scale In Feet: 1" = 20' 0 10 20 40 Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By 2006-479.063 EKS 1/13/2017 JSS 2016-479-PP-20163001 JSS 8 25 URSA Operating Company, LLC B&V Temporary Water Pipeline Plan & Profile Sta. 18+00 to 24+00For Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com CR 3 0 1 CR 3 0 1 Graphic Scale In Feet: 1" = 20' 0 10 20 40 Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By 2006-479.063 EKS 1/13/2017 JSS 2016-479-PP-20163001 JSS 11 25 URSA Operating Company, LLC B&V Temporary Water Pipeline Plan & Profile Sta. 36+00 to 42+00For Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com CR 301 CR 301 W BATTLEMENTPKWYGraphic Scale In Feet: 1" = 20' 0 10 20 40 Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By 2006-479.063 EKS 1/13/2017 JSS 2016-479-PP-20163001 JSS 12 25 URSA Operating Company, LLC B&V Temporary Water Pipeline Plan & Profile Sta. 42+00 to 48+00For Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com CR 301 BATTLEMENTCREEK TRAILGraphic Scale In Feet: 1" = 20' 0 10 20 40 Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By 2006-479.063 EKS 1/13/2017 JSS 2016-479-PP-20163001 JSS 13 25 URSA Operating Company, LLC B&V Temporary Water Pipeline Plan & Profile Sta. 48+00 to 54+00For Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com BATTLEMENTCREEK TRA IL CR 301 Graphic Scale In Feet: 1" = 20' 0 10 20 40 Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By 2006-479.063 EKS 1/13/2017 JSS 2016-479-PP-20163001 JSS 14 25 URSA Operating Company, LLC B&V Temporary Water Pipeline Plan & Profile Sta. 54+00 to 60+00For Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com CR 301 Graphic Scale In Feet: 1" = 20' 0 10 20 40 Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By 2006-479.063 EKS 1/13/2017 JSS 2016-479-PP-20163001 JSS 15 25 URSA Operating Company, LLC B&V Temporary Water Pipeline Plan & Profile Sta. 60+00 to 66+00For Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com CR 301 Graphic Scale In Feet: 1" = 20' 0 10 20 40 Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By 2006-479.063 EKS 1/13/2017 JSS 2016-479-PP-20163001 JSS 16 25 URSA Operating Company, LLC B&V Temporary Water Pipeline Plan & Profile Sta. 66+00 to 72+00For Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Graphic Scale In Feet: 1" = 20' 0 10 20 40 Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By 2006-479.063 EKS 1/13/2017 JSS 2016-479-PP-20163001 JSS 17 25 URSA Operating Company, LLC B&V Temporary Water Pipeline Plan & Profile Sta. 72+00 to 78+00For Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com CR 301 SPENCERPKWYGraphic Scale In Feet: 1" = 20' 0 10 20 40 Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By 2006-479.063 EKS 1/13/2017 JSS 2016-479-PP-20163001 JSS 19 25 URSA Operating Company, LLC B&V Temporary Water Pipeline Plan & Profile Sta. 84+00 to 90+00For Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Graphic Scale In Feet: 1" = 20' 0 10 20 40 Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By 2006-479.063 EKS 1/13/2017 JSS 2016-479-PP-20163001 JSS 20 25 URSA Operating Company, LLC B&V Temporary Water Pipeline Plan & Profile Sta. 90+00 to 96+00For Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com CR 3 0 1 Graphic Scale In Feet: 1" = 20' 0 10 20 40 Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By 2006-479.063 EKS 1/13/2017 JSS 2016-479-PP-20163001 JSS 21 25 URSA Operating Company, LLC B&V Temporary Water Pipeline Plan & Profile Sta. 96+00 to 102+00For Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com CR 301 Graphic Scale In Feet: 1" = 20' 0 10 20 40 Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By 2006-479.063 EKS 1/13/2017 JSS 2016-479-PP-20163001 JSS 22 25 URSA Operating Company, LLC B&V Temporary Water Pipeline Plan & Profile Sta. 102+00 to EndFor Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By Bridge Sections 2016-479.063 AWA 12/15/16 AWA 2016-479-PP-20163001 JSS 23 25 For Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Graphic Scale In Feet: 1" = 20' 0 10 20 40 URSA Operating Company, LLC B&V Temporary Water Pipeline Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By 2006-479.063 AWA 1/13/2017 JSS Details JSS 24 25 URSA Operating Company, LLC B&V Temporary Water Pipeline Project DetailsFor Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Graphic Scale In Feet: 1" = 20' 0 10 20 40 Job No. Drawn by: Date: Of File: PE:QC: Revision#Date By 2006-479.063 AWA 1/13/2017 JSS Details JSS 25 25 URSA Operating Company, LLC B&V Temporary Water Pipeline Temporary Ped. Walkway Plan & DetailsFor Submittal 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com 118 W. 6th St, Ste 200 Glenwood Springs, CO 81601 Phone: 970-945-1004 Fax: 970-945-5948 MEMORANDUM TO: Matt Honeycutt Operations Superintendent Ursa Operating Company FROM: Jefferey S. Simonson, PE, CFM DATE: January 16, 2017 RE: Culvert Capacities and Temporary Pipeline Impacts Dear Matt, The purpose of this memorandum is to summarize and transmit the following calculations relative to the culverts that are to be utilized to cross roadways for the temporary water pipeline from the B&V pad to the Tompkins Pipeline in Battlement Mesa. We have calculated the capacities and the anticipated design flows to each crossing based upon the 25-year rainfall event. In the drainage calculations, we have utilized the TR-55 method of runoff estimation in concert with the Isopluvial maps as published in the SCS technical release no. 55 entitled “Procedures for Determining Peak Flows in Colorado”. With this reference, the rainfall for the 25-year, 24-hour storm is 1.8 inches. The summary of the calculations are as follows: For those driveways with a 15” CMP, the culvert capacity from the CR 300 Bridge to W Battlement Parkway intersection is 4.73 cfs (based on inlet control with blockage). The estimated 25-year flow to the lowest (worst case) culvert is 1.78 cfs. Thus the 15” culverts have adequate capacity to be used as a sleeve for the 6” FlexFlow pipe. For those driveways with an 18” CMP, the culvert capacity from the CR 300 Bridge to W Battlement Parkway intersection is 7.68 cfs (based on inlet control with blockage). As stated previously, the estimated 25-year flow to the lowest (worst case) culvert is 1.78 cfs. Thus the 18” culverts have adequate capacity to be used as a sleeve for the 6” FlexFlow pipe. For the driveway with an 15” CMP, the culvert capacity of the culvert just down from the CR 300 Bridge to W Battlement Parkway intersection is 4.73 cfs (based on inlet control with blockage). The estimated 25-year flow to the culvert is 2.76 cfs. The tributary basin to the culvert includes the residential neighborhood along Battlement Creek Trail, a portion of the golf course and an undeveloped brush with grass understory area. Thus the 15” culverts have adequate capacity to be used as a sleeve for the 6” FlexFlow pipe. Because of the location of the pipe, it may be necessary to install a new 15” CMP (on similar roadway slope) to maintain an alignment in the right of way. 118 W. 6th St, Ste 200 Glenwood Springs, CO 81601 Phone: 970-945-1004 Fax: 970-945-5948 For the culvert crossing at the golf course driveway and the maintenance road off of CR 301, the 42” culvert capacity, based on inlet control is 57.04 cfs while the 25-year estimated flow to the culvert is 11.22 cfs. Thus the culverts have ample capacity to share use with the 10” HDPE DR-7 water pipe. For the culvert crossings of Spencer Parkway and CR 301/309 intersection, the 54” capacity, based on inlet control is 107.60 cfs while the 25-year estimated flow to the culverts is 38.24 cfs. The controlling intersection is that of the 301/309 intersection as the crossing exists with one 54” RCP while the Spencer Parkway crossing exists with two 54” CMP’s. Again, these culverts have ample capacity to share use with the 10” HDPE DR-7 water pipe. Please contact me with any questions regarding these calculations and this memorandum you may have. Respectfully, Jefferey S. Simonson, PE, CFM Principal SGM I:\2006\2006-479\063-PipelineDesign\A-Corresp\GAR301-00.72 Memo.docx.doc 1-16-17 Drainage Calculations Culvert Capacity Calculations Date:1/27/2017 Culvert Description:15" Diameter Culverts along CR 301 Prior to W  Battlement Parkway Culvert Diameter:1.25 feet Water Pipe O.D.:5.8 inches 0.483333 feet 0.97 feet Wetted Perimiter of Culvert:3.925 feet Wetted Perimiter of water pipe:1.52 feet 3.04 feet Total Wetted Perimeter:5.44 feet 6.96 feet Area of Culvert:1.23 SF Area of Water Pipe:0.18 SF 0.37 sf Flow Area of Drainage:1.04 SF 0.86 sf Hydraulic Radius:0.19 feet 0.12 ft Slope of pipe:0.06 ft/ft Average Manning Rough. Coeff.:0.02 Calculated velocity:6.05 ft/sec 4.51 ft/sec Manning flow capacity:6.31 cfs 3.88 cfs Inlet control capacity: Diameter of Culvert:1.25 feet Minimum Headwater depth (HW):2.25 feet HW/D:1.8 From the nomograph Q capacity=6.00 cfs % blockage created with waterline:29.90 % Net Culvert Capacity by Inlet Ctrl=5.10 cfs Manning capacity:3.88 cfs ‐‐‐ Controls! 25 year flow to culvert:1.78 cfs OKAY DrainageCalculations CulvertCapacityCalculations Date:1/16/2017 CulvertDescription:18"DiameterCulvertsalongCR301PriortoW BattlementParkway CulvertDiameter: 1.5 feet WaterPipeO.D.:6.9 inches 0.575 feet WettedPerimiterofCulvert:4.71 feet WettedPerimiterofwaterpipe:1.81 feet TotalWettedPerimeter:6.52 feet AreaofCulvert:1.77 SF AreaofWaterPipe:0.26 SF FlowAreaofDrainage:1.51 SF HydraulicRadius:0.23 feet Slopeofpipe:0.06 ft/ft AverageManningRough.Coeff.:0.02 Calculatedvelocity:6.86 ft/sec Manningflowcapacity:10.33 cfs Inletcontrolcapacity: DiameterofCulvert:1.5 feet MinimumHeadwaterdepth(HW):2.5 feet HW/D:1.67 FromthenomographQcapacity=9.00 cfs %blockagecreatedwithwaterline:14.69 % NetCulvertCapacitybyInletCtrl=7.68 cfs ͲͲͲControls! Manningcapacity:10.33 cfs 25yearflowtoculvert:1.78 cfs OKAY Drainage Calculations Culvert Capacity Calculations Date:1/27/2017 Culvert Description:18" Diameter Culverts along CR 301 Prior to W  Battlement Parkway Twin 4" Pipes Culvert Diameter: 1.5 feet Water Pipe O.D.: 5.8 inches 0.48 feet 11.6 0.97 Wetted Perimiter of Culvert: 4.71 feet Wetted Perimiter of water pipe: 1.52 feet 3.04 Total Wetted Perimeter: 6.23 feet 7.75 Area of Culvert: 1.77 SF Area of Water Pipe: 0.18 SF 0.37 Flow Area of Drainage: 1.58 SF 1.40 Hydraulic Radius: 0.25 feet 0.18 Slope of pipe: 0.06 ft/ft Average Manning Rough. Coeff.: 0.02 Calculated velocity: 7.30 ft/sec 5.82 ft/sec Manning flow capacity: 11.56 cfs 8.14 cfs Inlet control capacity: Diameter of Culvert: 1.5 feet Minimum Headwater depth (HW): 2.5 feet HW/D: 1.67 From the nomograph Q capacity=9.00 cfs % blockage created with waterline:20.77 % Net Culvert Capacity by Inlet Ctrl=8.07 cfs ‐‐‐ Controls! Manning capacity:8.14 cfs 25 year flow to culvert:1.78 cfs OKAY Drainage Calculations Culvert Capacity Calculations Date:1/27/2017 Culvert Description: 18" Diameter Culverts along CR 301 just prior to W  Battlement Parkway Intersection ‐ includes some golf  course tributary area Culvert Diameter:1.5 feet Water Pipe O.D.:5.8 inches 0.48 feet Wetted Perimiter of Culvert:4.71 feet Wetted Perimiter of water pipe:1.52 feet 3.04 ft Total Wetted Perimeter:6.23 feet 7.75 ft Area of Culvert:1.77 SF Area of Water Pipe:0.18 SF 0.37 sf Flow Area of Drainage:1.58 SF 1.40 sf Hydraulic Radius:0.25 feet 0.18 ft Slope of pipe:0.05 ft/ft Average Manning Rough. Coeff.:0.02 Calculated velocity:6.67 ft/sec 5.31 ft/sec Manning flow capacity:10.55 cfs 7.43 ft/sec Inlet control capacity: Diameter of Culvert:1.5 feet Minimum Headwater depth (HW):2.5 feet HW/D:1.67 From the nomograph Q capacity=9.80 cfs % blockage created with waterline:20.77 % Net Culvert Capacity by Inlet Ctrl=8.78 cfs Manning capacity:7.43 cfs ‐‐‐ Controls! 25 year flow to culvert:2.76 cfs OKAY DrainageCalculations CulvertCapacityCalculations Date:1/18/2017 CulvertDescription:42"DiameterCulvertattheintersectionofthegolf coursedriveways(mainandmaintenance) CulvertDiameter: 3.5 feet WaterPipeO.D.:10.7inches 0.89feet WettedPerimiterofCulvert:10.99 feet WettedPerimiterofwaterpipe:2.80 feet TotalWettedPerimeter:13.79 feet AreaofCulvert:9.62 SF AreaofWaterPipe:0.62 SF FlowAreaofDrainage:8.99 SF HydraulicRadius:0.65 feet Slopeofpipe:0.05 ft/ft AverageManningRough.Coeff.:0.03 Calculatedvelocity:8.33 ft/sec Manningflowcapacity:74.92 cfs Inletcontrolcapacity: DiameterofCulvert:3.5 feet MinimumHeadwaterdepth(HW):4.5 feet HW/D:1.29 FromthenomographQcapacity=61.00 cfs %blockagecreatedwithwaterline:6.49 % NetCulvertCapacitybyInletCtrl=57.04 cfs ͲͲͲControls! Manningcapacity:74.92 cfs 25yearflowtoculvert:11.22 cfs OKAY DrainageCalculations CulvertCapacityCalculations Date:1/18/2017 CulvertDescription: 54"DiameterCulvertattheintersectionof301and309 (aswellasSpencerPkwy(NoteSpencerhastwo54" culverts) CulvertDiameter:4.5 feet WaterPipeO.D.:10.7 inches 0.89 feet WettedPerimiterofCulvert:14.13 feet WettedPerimiterofwaterpipe:2.80 feet TotalWettedPerimeter:16.93 feet AreaofCulvert:15.90 SF AreaofWaterPipe:0.62 SF FlowAreaofDrainage:15.27 SF HydraulicRadius:0.90 feet Slopeofpipe:0.05 ft/ft AverageManningRough.Coeff.:0.02 Calculatedvelocity:15.52 ft/sec Manningflowcapacity:237.00 cfs Inletcontrolcapacity: DiameterofCulvert:4.5 feet MinimumHeadwaterdepth(HW):5.5 feet HW/D:1.22 FromthenomographQcapacity=112.00 cfs %blockagecreatedwithwaterline:3.93 % NetCulvertCapacitybyInletCtrl=107.60 cfs ͲͲͲControls! Manningcapacity:237.00 cfs 25yearflowtoculvert:38.24 cfs OKAY FLEXFLOWTM LINEPIPE 60°C (140°F) MAXIMUM CONTINUOUS OPERATING TEMPERATURE 750 psi (ANSI 300) MAXIMUM OPERATING PRESSURE APPLICATIONS: Oil, gas, water, H2S and CO2 ID SIZES: 5.8 and 7.6 inch LENGTH PER STICK: 13.2 meters (43 feet), 13.4 meters (44 feet) with coupling INSTALLATION: Trenching, plowing, chain ditching, surface lines, horizontal directional drilling (HDD), liner pulls (remediation) Manufactured and tested to the highest standards, FlexFlow Linepipe (FFLP) is the only fully bonded, epoxy-free, flexible composite pipe solution for the 6 and 8 inch onshore linepipe market. CORROSION RESISTANCE FFLP is suitable for highly corrosive applications. With a patent pending reinforced thermoplastic design and reliable electrofusion joints, FFLP eliminates the need for a metallic fitting connection every 300-400 meters (984-1,312 feet) unlike other 6 and 8 inch spoolable composite linepipes available on the market. RELIABILITY AND DURABILITY FFLP offers significantly superior impact resistance, durability and flexibility over stick fiberglass. FFLP maintains a burst pressure greater than 5 times maximum operating pressure after the impact from a 20 pound (9.1 kilograms) object dropped from a height of 1.4 meters (4.5 feet) at -25°C (-13°F). This eliminates the need for gentle handling and sand padding, saving on installation costs. It is also suitable for cyclic applications and can handle 10 full 0 to MAOP pressure cycles per day with a safety factor of 10. ROBUST CONNECTION SYSTEM FFLP comes with one end of the pipe already fused to the FlexFuseTM coupling, reducing the installation time in the field. Total cycle time is approximately 10 minutes per connection. The FlexFuse connection is extremely reliable and eliminates leakage issues. Electrofusion coil wires are embedded in the HDPE sleeve, eliminating any chance of damage during the installation process. Burst pressure of the fitting exceeds that of the pipe. SAFETY FFLP is lightweight and extremely easy to handle in the field, reducing the need for heavy equipment and minimizing safety issues for installation crews. COMPOSITE PRODUCTION SYSTEMS Shawcor.com FLEXFLOWTM LINEPIPE Shawcor.com Rev#: 2.0 Lengths and weights are approximate as they may vary depending on the manufacturing run. FFLP sticks are also available in lengths to fit standard shipping containers. True 6” and 8” products with IDs of 5.8” and 7.6” for increased flow rates. FlexFuseTM Connection Insert Shawcor Ltd. is a global energy services company specializing in products and services for the pipeline and pipe services segment of the oil and gas industry and related products for petrochemical and industrial markets. The Company operates through a network of fixed and mobile manufacturing and service facilities located around the world and is valued for its integrity, technology, and proven capability to execute the most complex projects in our industry. INSTALLATION COST SAVINGS Unlike steel linepipe that requires special bend sections, FFLP has a minimum operating bend radius of 3 meters (10 feet) that allows for quick installation around bends. Being a stick product eliminates the need for reel management and additional heavy equipment onsite. FFLP reduces the transportation cost by half or more compared to other spoolable composite linepipe by packing between 1,040 and 1,300 meters (3,400 and 4,300 feet) per truck load. Product data is subject to change without notice. Shawcor’s products are patented by US Patents 6,889,716, 6,902,205, 7,946,629 B2 and 8,042,252 B2 by Canada Patents 2,513,506, 2,513,468 and 2,562,823 and by European Patent 1592908. Additional patents are pending. Shawcor FFLP complies with API RP 15S, CSA Z662-15 and ASTM D2992. ©Shawcor Ltd., 2016 THERMOPLASTIC LINER THERMOPLASTIC JACKET REINFORCEMENT LAYERS FF301 MAXIMUM OPERATING PRESSURE @ 60°C OR 140°F 5,171 KPA / 750 PSI Nominal Size 6"8" Pipe Length Metric (m) Imperial (ft) 13.15 43.14 13.15 43.14 Pipe Outside Diameter Metric (mm) Imperial (inches) 175.2 6.9 226.2 8.9 Pipe Inside Diameter Metric (mm) Imperial (inches) 146.7 5.8 192.1 7.6 Pipe Weight Metric (kg/m) Imperial (lbs/ft) 8.34 5.60 13.3 8.94 Coupling Length Metric (mm) Imperial (inches) 510 20.1 620 24.4 Coupling Outside Diameter Metric (mm) Imperial (inches) 201.2 7.9 260.5 10.3 Coupling Inside Diameter Metric (mm) Imperial (inches) 173 6.8 224.4 8.8 Coupling Weight Metric (kg) Imperial (lbs) 5.5 12.1 10.8 23.8 Insert Length Metric (mm) Imperial (inches) 510 20.1 620 24.4 Insert Inside Diameter Metric (mm) Imperial (inches) 134.8 5.31 175 6.89 Insert Weight Metric (kg) Imperial (lbs) 3.2 7.1 4.4 9.7 Pipe, Coupling, Insert and End Caps Combined Weight Metric (kg) Imperial (lbs) 119.2 262.8 191.5 422.2 118 W. 6th St, Ste 200 Glenwood Springs, CO 81601 Phone: 970-945-1004 Fax: 970-945-5948 MEMORANDUM TO: Matt Honeycutt Operations Superintendent Ursa Operating Company FROM: Michael Fowler, PE DATE: January 12, 2017 RE: Garfield County Road Bridge GAR300-00.71 It is our understanding that Ursa desires to place a 6” temporary water pipeline in casing on the sidewalk surface of the CR-300 bridge across the Colorado River in Parachute. In addition, a raised walkway platform is being proposed on top of the pipe. This is represented schematically in the figure on the following page. It is our understanding that the proposed piping and walkway are intended to be a temporary condition that may be in place for approximately 3 years. SGM has evaluated the loading condition that this represents and we have concluded that the available load carrying capacity of the bridge will not be compromised with the additional weight of the pipe and walkway. We estimate that the pipe, casing and walkway represent a total load of approximately 100 pounds per linear foot. It can be assumed that the exterior girder will carry the majority of this load. It is assumed that the existing downstream exterior girder was designed to carry vehicular traffic and the capacity of this girder line is the same as all of the other girder lines. This is standard industry practice. It is also standard practice to design all bridge girders in the typical section to have the same capacity, regardless of their location (exterior vs. interior). In the case of this bridge, the design loading demand is greater on the interior girders; and presumably the exterior girders have more reserve capacity for additional loads such as utility lines. Our analysis indicates that the proposed loading is less than 10% of the vehicular load that the exterior girder would have been designed for. Given the fact that the deck area above this girder line is only used for pedestrian traffic, the downstream exterior girders have abundant capacity to support the proposed pipeline and walkway. By extension, the entire bridge also has more than adequate capacity to accommodate the proposed pipeline and walkway. 118 W. 6th St, Ste 200 Glenwood Springs, CO 81601 Phone: 970-945-1004 Fax: 970-945-5948 BRIDGE TYPICAL SECTION This memo is based on our site observations, research of available records, and experience with structures of this type in this area. Unseen defects or conditions may exist that could affect the structural integrity of the structures observed. The observations, interpretations and conclusions herein have been conducted to the standard of care ordinarily practiced by other engineers in this area at this time. No warranty is made, express or implied. Michael Fowler, PE SGM I:\2006\2006-479\063-PipelineDesign\A-Corresp\GAR300-00.71 Memo.docx.doc