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Home My WebLink AboutMFP18002154DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Franchise Permit: MFP18002154 IVR Number: 18002154 Permit Informaon Permit Name:Puget Sound Energy Gas Permits Address/Locaon :04/24/2018Application Date:1463400060Parcel Number:13833 156TH AVE SE Permit Type:05/01/2018Issue Date:Franchise Permit Work Class:05/01/2019Expiration Date:Minor Utility Job Number:107054471Franchise Type:Natural Gas Description:Install 2" MPE 7 gas main extension to 14 SFR lots using BO TAP on existing 2" STW main. Trench roughly 12' west to customers property line. Asphalt cut anticipated. Restoration Per City of Renton standards. Contacts Name Address PhoneTypeBilling ANISH KUMAR PUGET SOUND ENERGY - GAS - 6905 S 228th St Kent, WA 98032 B: (253) 208-2183Applicant Stuart Bennett Infrasource Services LLC 14103 Stewart Rd Sumner, WA 98490 B: (303) 419-8755 H: (425) 677-5197 C: (713) 985-6489 Contractor Business License Number: BL.036742Construction Contractor: INFRASL871C2 CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner ANISH KUMAR PUGET SOUND ENERGY - GAS - 6905 S 228th St Kent, WA 98032 B: (253) 208-2183Specialized Billing X General Condions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. This permit and plans must be posted at the job site at all times. I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Call (425) 430-7203 or go to: www.MyBuildingPermit.com one working day in advance to schedule an inspections and for ANY work in the Right of Way. Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation. In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 206.510.0575)(Puget Sound Energy at 425.457.5816) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 | Published: 3/30/2017 Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Email: franchisepermits@rentonwa.gov Website: rentonwa.gov FRANCHISE PERMIT APPLICATION Published: 3/30/2017 TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $360.50. Inspection fee for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour. Franchise Agency: Franchise Job Number: Phone: Contact Name: Email: Job Site Address: Project Name: Description of Work: Please check all that apply: ☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street ☐ Open Trench ☐ Bore # of feet: Contractor Name: Phone: State Contractors License #: City of Renton Business License #: “I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ” Signature Date INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $75/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date. Plan Review/Development Engineering Date Approved as submitted Pre-Construction Meeting required Site Construction Inspector Date Approved with comments or redlines Camera inspection of utilities required Development Engineering Manager Date Puget Sound Energy 107054471 Anish Kumar 253-208-2183 anish.kumar@pse.com 13833 156th Ave SE 98059 107054471 Meadow Vue Occupying S bound lane of 156th Ave SE for crew to install 2" MPE-7 gas main extension to 14 s/f lots using BO TAP on existing 2" STW main at 18' W. Trenching roughly 12' West to customer's property line, NE of intersection SE 139th Pl & 156th Ave SE. 12'x4' asphalt cut anticipated. Restoration per City of Renton standards. 12'x4' PSE/Infrasource 253-208-2183 INFRASL871C2 BL.036742 4/24/2018 MFP18002154 Scott Warlick 4/24/2018 Justin Johnson 4-26-2018 CITY OF RENTON TRAFFIC CONTROL PLAN PROJECT NAME: PERMIT# CONSTRUCTION COMPANY: PHONE#: CONTACT NAME: PHONE#: ADDRESS: CELL#: E-MAIL ADDRESS: FAX#: PROJECT LOCATION: N/E/S/W OF: WORK TIME: APPROVED BY: WORK DATE: APPROVAL DATE: OFFICE COPY T- CONTRACTOR DEV. SERVICE, INSPECTION P. MILLER DEV. SERVICE, PLAN REVIEW B. BANNWARTH POLICE CHARLES KARLEWICZ FIRE FIRE MARSHALL FS #13 Permit Holder agrees to all the following: • Comply with all traffic regulations of the City of Renton and the State of Washington. • Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. • Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures. • Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. • Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney’s fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder’s agents and employees. • The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim. • In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. • Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. • By my signature herein, I acknowledge all the above requirements. PRINT NAME: DATE: SIGNATURE: Reset FormPrint Form 107054471 Meadow Vue PSE/Infrasource Lee Brown 425-417-8620 6905 S 228th St, Kent 98032 lee.brown@pse.com 13833 156th Ave SE 98059 TBD 5/5/2018 Anish Kumar 4/24/2018 MFP18002154 8:00 am to 3:00 pm Monday through Friday Justin Johnson 4-26-2018 SKETCH I -- NORTH -- I NOTES: • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and shown by sketch or reference to WSDOT. • The plan must be submitted to the City’s PW/Transportation Division for review and/or approval at least three working days prior to work. • Approved Temporary Traffic Control Plan must be at the work site during work hours. • Contractor or entity must call Renton School District (425-204-4455) or any public/private agency to be affected by a temporary lane or road closure. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded. • Total road closure lasting more than 24 hours is subject to the approval by the City Council. • Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. In the case of Temporary No Parking Zones, all the following apply in addition to previous: • Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. • Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block 72 hours in advance of effective date and time. • The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. • Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555 NE 2nd Street). 1111 1111 1111FROM TO TOW AWAY AREA PHONE 888-9999 INFRASOURCE LLC 000 0000000 NO PARKING NO-PARK NO PARK SIGNAGE WILL BE PLACED ON ALL STREETS TO SURROUND WORK ZONE SE 139TH PL/SE 5TH PL SE 4TH PL1111 156TH AVESE156TH AVE SE#13833 STOP FLAGGER STOP FLAGGER BEPREPAREDTOSTOPW3-4X'X'X'ROADWORKAHEADW20-1W20-7AONE LANE ROAD AHEAD W20-4X'X'X'ROAD WORK AHEAD W20-1W20-7AONE LANEROADAHEADW20-4X'X'X'ROADWORKAHEADW20-1W20-7ABEPREPAREDTOSTOPW3-4X'X'X'ROADWORKAHEADW20-1W20-7ARESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE X'X'PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN FEET OF WORK AREA ROAD WORK AHEAD W20-1ROADWORKAHEADW20-11000 ROAD A(PROPOSED) AREA UNDER CONSTRUCTION STOP FLAGGER PATH OF INSTALLATION CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 N PSE PUGET SOUND ENERGY JOB#107054471 13833 156th Ave SE, Renton WA March 7, 2018 ryan.honeysett@pse.com425-457-5381 SHEET 1 OF 1 TRENCH 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' Puget Sound Energy Traffic Control Supervisor: Ryan Honeysett Card No. 010760 Card Exp. 06/30/2021 ryan.honeysett@pse.com (425)457-5381 Notes: 1. All signs and spacing to conform to the MUTCD and City of Renton standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. 8. Work area will be approx. 18' NCL of SE 139th Pl & from 18' WCL of 156th Ave SE and continuing West into private property. PRINT ON 11 X 17 SHEETS ONLY MFP18002154 LANE LANE 2 543 STORM TRACT 14 13 12 11 10 1 76 9 8 SE 139TH PL 156TH AVE SE154TH AVE SE11'N2"STW IP 18'W9871-19672N 167'S 2" STW IP 10'S 9871-1967 91'S 2"STW IP 18'W70E116ELECONLY53' 53'FLOW60'156TH AVE SE2"STW IP 18'W9871-1967EXISTING ROWFUTURE ROWN Vicinity Map 47.4780, -122.1333 Owner / Developer Contact Info officeATTN: SSHI LLC DBA D.R. HORTON 12910 TOTEM LAKE BLVD NE KIRKLAND, WA., 98034 PATRICK DANNER 425-821-3400 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) GENERAL NOTES - GAS (JOINT TRENCH):105085461107054471Excavator to contact Utilities Underground Location Center (One-Call) 48 hours prior to construction, to two working days prior to construction. 1-800-424-5555 Notify appropriate permitting agency prior to job start (see permit requirements). Erosion and sediment control shall be per PSE Standard Practice 0150.3200 Techniques for Temporary Erosion and Sediment Control and any additional local jurisdiction requirements. Any change in route, pipe size/type, tie-in method or additional main footage must be approved by the appropriate Engineer/Project Manager. Complete "Exposed Pipe Condition Report" on all exposed existing Steel PSE Facilities. Check box on report for wire box (Test Lead) installation. Pipeline Markers and Warning Signs shall be installed and recorded by the Contractor per PSE Gas Operating Standard 2525.2500. To prevent accidental overpressure of adjoining systems, no two mains shall be connected, except as shown on this design, unless approved by the appropriate Engineer/Project Manager. System MAOP denoted by System MAOP = XX PSIG Install Main Valves out of traffic where possible. Gauge (use Manometer for LP Systems) and monitor use of all stoppers and squeezes to insure adequate feed. Install one pound Anode for every 1000' of locating wire. Install Anode and Test Lead Wires per PSE Gas Operating Standards 2525.1200 and 2525.2300. If STW pipe involved, coordinate installation with CP Tech. ____________ Cell # ___________ . Purge Points and Pressure Taps shall be installed per PSE Gas Operating Standards 2525.3400 and PSE Gas Field Procedures Manual 0812 and 0813. Mains and services shall be tested and purged per PSE Gas Operating Standards 2525.3300 and 2525.3400. Unless otherwise noted: All pipes installed in plat to be 2" MPE-7. All crossings to be Yellow 4" PVC. All Services to be 1-1/8" PE. / denotes service stub location. (________') denotes footage between fittings. Customer to dig and backfill on private property or easement only. Trenches must conform to PSE Gas Operating Standards 2525.1500, 2525.1600 and 2525.1700. Note all recordable footages, locations and material changes on the as-built in red. Upon completion of the project send the print copy, along with the completed work order, listing crew & actual materials used to the appropriate design group. On site pre-con required before start of job. At symbol: install natural gas main piping and fixtures. Size as indicated on tables and work sketch (gas main is to parallel power system unless otherwise shown on work sketch). Inclement weather conditions may cause delays in construction times and dates. 19. 20. 18. 16. 17. 15. 14. 13. 6. 9. 11. 12. 10. 8. 7. 3. 5. 4. 2. 1. DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC OP MAP Emer Sect GAS WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY CP APPROVAL MAPPING SCALE PAGE ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE ELEC Order Number SAP Sup Order Nbr PC APPROVAL LEE BROWN 425-417-8620 3/2/18 J.SINGLETON 253-395-6967 3/2/18 D.KANOWSKY .7/10/17 REDT # ( RW-101556 )RENTON MEADOW VUE 2" MPE-7 GAS MAIN EXTENSION - 14 S/F LOTS 13833 156th AVE SE, RENTON, WA 98059 PUGET SOUND ENERGY 107054471 105085461 1" = 50'1 OF 1 KING 30 CIKNC 14SW-T23-R05E 208.086 209.088 COMCAST BILL WALKER 253-288-7538 CENTURY LINK AMY ALLISTON 206-794-8534 RIGHT OF WAY VAL CONNEL 425-462-3518 . . . B. JOHNSON 206-571-8519 3/2/18 ... 21. N/A 107054471 N/A 106326123 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A GAS PROJECT PHASE Notification #Order # Retirement Relocate SAP Superior Service Stubs Service/Meter HP Svc/MSA Dis. Reg. / FT Ind. MSA Ind. Service Service/Meter Service/Meter Cell Phone: Project Manager Contact Information: "Locates Required" "Flagging Required" Yes No Yes No E-Mail: Manager:LEE BROWN 425-417-8620 lee.brown@pse.com B. JOHNSON 206-571-8519 xx ... ... ... EMAIL CONTACT ######## Inspected Steel and PE pipe per GOS 2450.1400 and 2450.1500 Reviewed and complied with all construction notes. Recorded all required information on the as-built per GOS 2500.1700. Completed post installation inspection per GOS 2525.1200 and 2525.2700. Left the work area in a clean and safe condition. FITTER'S CHECKLIST Foreman's Name (printed) ___________________________________ Foreman's Signature________________________________________ Company: __________________ Date ______________ (CHECK BOX TO CONFIRM COMPLETION) 4680 06/11 GAS MAIN INSTALLATION/RETIREMENT Type/Work ManufacturerPipe Size Type Est Length Act Lgth INSTALL 2"MPE-7 12' JOINT 2"MPE-7 596' .... .... .... .... 60 IP 088-60 SITE PLAN JOINT TRENCH DETAIL NOTES: 1. If the final backfill contains rocks greater than 8 inches in diameter , install 12 inches compacted sand shading across the full width of the trench. * If the final backfill contains rocks 8 inches in diameter or smaller , install 6 inches compacted sand shading across the full width of the trench. * 2. Rocks greater than 10 inches diameter are not permitted in the final backfill. 3. Sand bedding is required under PSE gas pipe. Bedding is not required for the full width of the trench; it shall extend from the side of the trench nearest to where the gas main/service is installed to a minimum of 6 inches on the opposite side of the gas line. 4. Utilities shall not be stacked over the gas line in the trench. 5. If wet utilities will be included in the trench, please contact PSE or local power company directly for clearance requirements. 6. Reduced clearance of 4 inches between power and communication, must have approval of the communications companies. * Alternatives to full-width trench shading require PSE approval. Primary & Secondary-Mainline Gas & Communications (NTS) Primary Dirt Pile Final Grade 24" Min 36" Min Cover Over Power 48" Max Depth Final Backfill Gas 4" Sand Bedding Property Line intercept (depth varies). SidewalkCurb Location of roof drain 48" Typical Width may vary per Number of Utilities and Conduits 6" or 12" Min Sand Shading Over Gas after Compaction 12" Min R/W or Excavated 12" Typical Power Secondary Power TV & TEL 12" Min 12" Min Separation 4,5 1,2 1 3 6 6" or 12" Min Sand Shading Over Power after Compaction1 overlapping existing coating 3". Tape wrap weld joint Wrapped Steel Gas MainSteelPEPE Main Transition Fitting Test Lead Wires Tracer Wire CP Test Box TYPICAL TEST LEAD CONNECTION FOR PE MAIN NOT TO SCALE CONNECTED TO WRAPPED STEEL MAIN CP NOTES: INSTALL PER PSE STANDARDS (4510.1020 - FIG. 4) IF LOW PSP READ. INSTALL 9LB ANODE AND BRING WIRE UP IN BOX WITH TEST LEAD OFF MAIN. NOTIFY CORROSION TECH. @ 206-571-8519 B. JOHNSON CROSSINGS CONDUIT TABLE GAS POWER Length X-ING Location Size Type Qty Location Size Type Qty NO.from to (in)sched each N-S-E-W (in)sched each (ft) X01 LOT 8 LOT 9 2 40 1 WEST 3 80 1 55 SECONDARY, GAS SERVICE X02 LOT 6 LOT 11 2 40 1 EAST 3 2 55 SECONDARY, GAS SERVICE X03 LOT 4 LOT 13 2 40 1 EAST 3 2 55 SECONDARY, GAS SERVICE X04 LOT 3 LOT 14 2 40 1 WEST 3 1 55 SECONDARY, GAS SERVICE X05 3 1 55 SECONDARY ONLY 2" SCHED 40 YELLOW PVC (ft) =220 385 3" SCHED80 GREY PVC (ft) Total 2" PVC Plug /Caps =8 14 = Total 3" PVC Plug Caps Remarks (type of crossing) (Primary, Feeder, Secondary, St. Light, Gas only, etc.,) LOT 1 STM TR STOP TIME START TIME GAS MAIN PRESSURE & TESTING TESTED BY SOAP AIR NITROGEN WATER SOAP AIR NITROGEN WATER STOP TIME START TIME TESTED BY TEST RESULTS P F TESTED BY PSE PRESSURE CONTROL, SEE FORM 1928 P F TYPE TEST / / DATE OFF PRESSURE DATE ON DATE OFF TYPE TEST PRESSURE SYS MAOPDESIGN PRESS DATE ON 2023 03/10 TEST RESULTS / / / / / / STOP TIME START TIME TESTED BY SOAP AIR NITROGEN WATER P F TYPE TEST / / DATE OFF PRESSURE DATE ON TEST RESULTS / / STOP TIME START TIME TESTED BY SOAP AIR NITROGEN WATER P F TYPE TEST / / DATE OFF PRESSURE DATE ON TEST RESULTS / / STOP TIME START TIME TESTED BY SOAP AIR NITROGEN WATER P F TYPE TEST / / DATE OFF PRESSURE DATE ON TEST RESULTS / / STOP TIME START TIME TESTED BY SOAP AIR NITROGEN WATER P F TYPE TEST / / DATE OFF PRESSURE DATE ON TEST RESULTS / / GASSED UP PIPELINE PIPE SEGMENT FOREMAN'S DATENAME PIPE TABLE - SERVICES Description of Location Pipes Design As-Built Activities from to Size Type Length Location Length Location EFV Series EFV Location SS SINGLE 2" MAIN LOT 1 1 1/8 MPE-7 10 ( ') ECL 2,600 SS SINGLE 2" MAIN LOT 2 1 1/8 MPE-7 10 ( ') ECL 2,600 SS SINGLE 2" MAIN LOT 3 1 1/8 MPE-7 10 ( ') ECL 2,600 SS SINGLE 2" MAIN LOT 4 1 1/8 MPE-7 10 ( ') ECL 2,600 SS SINGLE 2" MAIN LOT 5 1 1/8 MPE-7 10 ( ') ECL 2,600 SS SINGLE 2" MAIN LOT 6 1 1/8 MPE-7 10 ( ') WCL 2,600 SS SINGLE 2" MAIN LOT 7 1 1/8 MPE-7 10 ( ') WCL 2,600 SS SINGLE 2" MAIN LOT 8 1 1/8 MPE-7 10 ( ') WCL 2,600 LS SINGLE 2" MAIN LOT 9 1 1/8 MPE-7 65 ( ') WCL 2,600 LS TWIN 2" MAIN LOT 10 & 11 1 1/8 MPE-7 70 ( ') WCL 2,600 LS TWIN 2" MAIN LOT 12 & 13 1 1/8 MPE-7 70 ( ') ECL 2,600 LS SINGLE 2" MAIN LOT 14 1 1/8 MPE-7 65 ( ') ECL 2,600 Total SS Single 8 Total 2,600 Series 12 Total LS Single 2 Total 1-1/8" Pipe =350 Total LS Twin 2 Remarks NOT TO SCALE CROSS SECTION - ROAD A LOOKING EAST S 53' ROW N PROP. 2" MPE-7 - 28'NCL NOT TO SCALE CROSS SECTION - 156TH AVE SE LOOKING NORTH ROW W G 2"STW IP 18'W 9871-1967 G TIE-IN DETAIL SCALE: NONE 2" CAP EOM/WIREBOX 28'N C/L & 30'E C/L _____'N C/L & _____'E C/L JOINT 2" MPE-7 596' @ 28'N C/L (_______)'@ ( )'N C/L INSTALL 2" MPE-7 12' @ 28'N C/L (_______)'@ ( )'N C/L 2" MPE-7 POLYVALVE(OPEN) BEGIN JOINT MAIN 28'N C/L & 30'W C/L _____'N C/L & _____'W C/L 2" T.F & T.L. 28'N C/L & 18'W C/L _____'N C/L & _____'W C/L 2" B.O. TIE-IN 28'N C/L & 18'W C/L _____'N C/L & _____'W C/L 80 80 80 80 MFP18002154