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HomeMy WebLinkAbout602,228 - City of Bozeman200' EXHIBIT A ENGINEERING DEPARTMENT on paper one-inch (1") This should be Verify scale! GALLATIN CITY COUNTY STATE DATE SECOND SUBDIVISION Sheet 1 of 1 SHEET 1" = 150' SCALE PLAT SHOWING LONGITUDINAL MONTANA " BOZEMAN JULY 7, 2019 FOR: CITY OF BOZEMANHYDHYD1447603+20STA 7610+10 MAIN TRACK OF MAIN TRACK DETAILS OMITTED SOUTH Highway Easement Highway Easement RAILROAD RIGHT OF WAYHighway Easement 25' 11' 105' AT 1-800-521-0579. THIS CABLE AND AUTHORITY TO CROSS IT MUST BE OBTAINED FROM U.S. SPRINT OPTIC CABLE ON MONTANA RAIL LINK RIGHT OF WAY IN THIS AREA. LOCATION OF U.S. SPRINT COMMUNICATIONS COMPANY HAS INSTALLED AN UNDERGROUND FIBER Varies MP 144+0690' Permittee's Expense May Be Required. Right-Of-Way. A Railroad Flagger At Days Before Starting Work On Railroad 223-3237, At Least Five (5) Working Notify Roadmaster Chris Seymour, (406) Required. Flagger At Permittee's Expense May Be Railroad Right-Of-Way. A Railroad Working Days Before Starting Work On (406) 570-5993, At Least Five (5) Notify Signal Supervisor Nathan Kluck WATER AND SEWER PIPELINES Filepath: N:\NWB\2nd Sub\MP 143 CityofBozeman Water and Sewer TOP.dgn HEREON. SEWER PIPELINES, AS DEPICTED LONGITUDINAL POTABLE WATER AND : DESCRIPTION (permit in process) Existing longitudinal potable water pipeline STA 7617+16 the railroad right of way Both pipelines continue off (permit in prgress) sanitary sewer pipeline Existing 1.5-inch dia. on behalf of applicant dated 02/2019, provided Plan Sheet Excerpt W-7, valve changes hydrant and pipeline, new potable water New longitudinal to Sheet W-7 plan STA 8+20 only New longitudinal sanitary sewer pipeline constructed MP 144+1,396' @Montana Rail LinkApplication for PipelineNew or ExistingPage 1 of 2There is a Nonrefundable $600.00 application fee for review of this application.Agreement Holder Information:Name of Agreement Holder:City of BozemanPhone No:(406) 582-2300Email Address:shohtz@bozeman.netContact Name & Phone No:Shawn Kohtz - (406) 582-2280Corporation (if any):State in which incorporated:Complete Business Address (if different from below):Complete Billing Address & Phone Number:20 East Olive Street, 1st FloorBozeman, MT 59715If not a corporation, name(s) of owners or partners: city of BozemanApplicant Reference No (if any):Pipeline Product Information:Application For (choose one):Product to be handled in pipeline: water0 Pipeline Crossing ® Pipeline parallel to track 0 BothLocation Information:Name of nearest city or town: BozemanCounty: GallatinState: MontanaDistance and direction from nearest Railroad milepost: Milepost 145.11 - 145.21 (95 feet to the Northeast)Quarter Section, Section, Township, Range: NW 1/4 Section 26, Township 1 South, Range 5 EastDistance in feet measured along the track from the point pipe crosses the track (main track or more than one track) to known point onRailroad (centerline of road crossing, center of railroad culvert, east or west end of a railroad bridge, points of a railroad switch):N/AIf a transfer of an existing Agreement, please provide current Agreement No.:Angle pipe will make with track at the point of crossing: N/ADistance from centerline of nearest track if a parallel pipeline encroachment: 95 feetIs crossing within a public road right of way? 8 Yes 0 NoName of road: Frontage RoadIf Yes:Right of way width60.feetUS Dept. of Transpori:ation Railroad Crossing No.: 060076U (nearest)Total length of pipeline on railroad right of way: 820 feetCarrier Pipe Information:Inside Diameter: 16"Wall Thickness: 0.37"Pipe material: Class 51 Ductile Iron PipeWorking pressure:132 PsiMaterial specification(s):AVWVAC151Cathodic protection provided?a Yes0 NoCoating: N/A Application for PipelineNew or ExistingPage 2 of 2Casing Pipe Information:Inside diameter: N/AWall thickness: N/APipe material N/AMaterial specification: N/ALength of casing: N/ANumber of vents N/AConstruction Information:Method of installation (choose one):0 Other.0 Dry Boring 0 Jacking8 Trenching (for longitudinal installation only)Distance from header of dry boring or jacking pit to center of closest track measured perpendicular to track: N/AVertical distance from base of rail of lowest track to top of casing: N/ADistance from bottom of track ditch to top of pipe: 10.0 feetDistance below ground surface outside of track and track ditch area: 9.0 feetSubmit two (2) copies of this application along with plan view and cross sectional view sketches showing the proposedpipeline and the railroad track for total occupancy of railroad property. Show actual designed depths heights, and distances,not minimum standards.If in the opinion of Railroad, sufficient hazard is involved, Railroad will supply a flagman, with proper advance notice, or if thepipeline installation requires removal, replacement, modification, or locating of track, bridges, signals, railroad wires orpipelines, roads, or the supply of railroad engineering or supervision, the applicant agrees the full cost of such railroadservices will be borne by the agreement holder.Failure to provide all of the requested information will result in the automatic cancellation of this application.SignatLfr^ of Applicant^/-/^-/<fLDate^<^/y^ ^~^f^tf^^Title^If a consultant or other third party is preparing this application, please fill out the following:Tyler WilkensName of individual preparing application:Name of firm:Business Address of preparer:Telephone Number:Morrison-Maierle2880 Technology Blvd. West, Bozeman, MT 59715(406) 587-0721 16W16W16W16W16W16W16W16W16WWS 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W16W16W16WHYDHYD /////////////////////////////////////////////////////////////////////////////////////////////////// /// /// /// /// /// /// /// /// /// ////////////////////////////////////////////////////////////////////////////////////////// OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHPOHPBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTGASGASGASGASBPBP EFM EFM E8W E8WEFMEFMEFMEFMEFMEFMEFMEFMEFMEFME8WE8WE8WE8WE8WE8WE8WE8WE8WE6W E6W E6W UCD UCD UCDUCDUCDUCDUCDUCDUCD FMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FMFMFMFMFM FMFMFMFM16W16W16W16W16W16W16W16W16WWS 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W16W16W16WHYDHYD0+001+002+003+004+005+006+007+008+009+00TV P P BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTOHPOHPOHPOHP OHPOHPBTBTBTBTBTBTBTBTBPNG NG OHP OHP OHP OHP OHP OHP OHP OHP BT BT BT BT BT BT BT NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG <<<<OSDBT BT BTBTIR IR STA 1+85.8 - 20.5' RT NELSON ROAD STA 0+61.71 - 74.47' RT NEW 16" 45 DEG HORIZ. BEND STA 2+50.67 - 30.74' RT NEW 16" 11.25 DEG HORIZ. BEND STA 3+73.7 - 25.04' RT DEFLECT PIPE JOINTS NEW 16" GATE VALVE 13.00' 12.00'FM FM FM FM FM FM FM FM FM FM FM FMFMFMFMFMFMFMFM FM FM 4595 4600 4605 4610 4615 4620 4625 4595 4600 4605 4610 4615 4620 4625 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00EG CL-4612.17EG CL-4612.39EG CL-4612.48EG CL-4612.42EG CL-4612.39EG CL-4612.41EG CL-4612.80EG CL-4613.41EG CL-4612.94EG CL-4613.38EG CL-EG CL-4616.20EG CL-4617.09EG CL-4617.47EG CL-4617.63EG CL-4618.08EG CL-4618.41EG CL-4618.56EG CL-4618.87EG CL-4618.67EG CL-4617.59EG CL-4617.87EG CL-4620.93EG CL-4620.78EG CL-4621.27EG CL-4621.61EG CL-4621.79EG CL-4621.37EG CL-4619.97EG CL-4619.38EG CL-4621.51EG CL-4621.60EG CL-4622.52EG CL-4622.26EG CL-4621.37EG CL-4619.32EG CL-4619.32EG CL-4619.53EG CL-4619.67EG CL-4620.00EG CL-4620.38FG CL-4612.84FG CL-FG CL-FG CL-4613.25FG CL-4613.05FG CL-4613.48FG CL-4614.48FG CL-4614.26FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-INV-INV-INV-INV-INV-INV-INV-INV-INV-4605.67INV-4605.58INV-4605.50INV-4606.06INV-4606.62INV-4607.19INV-4607.76INV-4608.32INV-4608.75INV-4609.18INV-4609.61INV-4610.04INV-4610.01INV-4609.90INV-4609.79INV-4609.68INV-4609.56INV-4609.45INV-4609.34INV-4609.23INV-4609.12INV-4609.01INV-4608.89INV-4608.78INV-4608.67INV-4608.56INV-4608.45INV-4608.72INV-INV-INV-INV-INV-STA 0+61.7116" 45 DEG HORIZ. BENDINV= 4606.03STA 2+50.6716" 11.25 DEG HORIZ. BENDINV= 4605.85STA 8+71.69 16 X 8 REDUCER INV= 4608.69 STA 8+75.65 CONNECT TO EXISTING 8" MAIN AND INSTALL NEW 8" GATE VALVE INV=± 4608.72 EXISTING GRADE AT PROPERTY LINE MIN. 6.5' COVER (TYP.) STA 8+64.28 16 X 12 TEE INV= 4608.67 16W 16W 16W OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP BT BT BT BT BT BT BT BT BT BT BT BT EFM EFM EFM E8W E8W E8W E8W E8WE8W E6WEFMEFMEFMEFMEFMEFME8WE8WE8WE8WFMFM16W 16W 16W OHP OHP OHP OHP OHP OHP BT BT BT BT BT BT BT BT BT BT NG OOBT BT BT BT BT BT BT BT BT BTFMFMFMFMFMFMFMFMFMFMFMFM FMFMVERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2019COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\2286\009\04 DESIGN\PERMITS\MDT & RAILROAD\WATER (FOR MRL PERMIT).DWG PLOTTED BY:TYLER WILKENS ON Jun/14/2019 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle NELSON MEADOWS SUBDIVISION INFRASTRUCTURE IMPROVEMENTS  2286.009 MONTANA FRONTAGE ROAD WATER CONNECTION W-7 CPK CPK MEE  02/2019                         BOZEMAN    CONNECTION TO EXISTING WATER MAIN SCALE: 1" = 10' 1 - 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 FRONTAGE ROAD 02/25/2019NELSON ROAD EXISTING 8" WATER MAIN (TYP.) EXISTING 8" TEE REMOVE EXISTING CAP INSTALL NEW 8" GATE VALVE EXISTING FIRE HYDRANT NEW 16 X 8 REDUCER NEW 16 X 12 TEE WITH STUB AND CAP TO THE SOUTHWEST FRONTAGE ROAD INSTALL 686 LF 16"  AND ±10 LF 8" CLASS 51 D.I. WATER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING NEW GATE VALVE ON EXISTING 8" MAIN NEW GATE VALVE ON EXISTING 8" MAIN PROPERTY BOUNDARY MDT FACILITY COS 473F EXISTING 1.5" MDT SEWER FORCE MAIN INSTALL NEW PRESSURE REDUCING VALVE (PRV) ON EXISTING 8" WATER MAIN SEE SHEET D-4 EXISTING LIGHT POLE TO BE REMOVED CONNECTION TO EXISTING 8" WATER MAIN. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION. NOTE: CONTRACTOR TO VERIFY HORIZONTAL ANDVERTICAL LOCATION OF EXISTING WATER MAIN. EXISTING SEWER FORCE MAIN MATC H LI N E SEE S H E E T W- 5 FUTURE LOCATION OF PRESSURE REDUCING VALVE (PRV) EXISTING PUBLIC ROADWAY EASEMENT (TYP.) RAILROAD R/W (TYP.) EXISTING 8" WATER MAIN EXISTING ROADWAY EOA (TYP.) PROPOSED NELSON ROAD APPROACH EXISTING NELSON ROAD APPROACH MDT STATIONING: RR 7614+04 R/W 52+60.00 R/W = EX. RR. R/W EXISTING PUBLIC ROADWAY EASEMENT (TYP.) PLAN A FUTURE SEWER FORCE MAIN CONNECTION PLAN B FUTURE SEWER FORCE MAIN CONNECTION FUTURE CITY OF BOZEMAN DAVIS LANE LIFT STATION CIP #WWIF24 OHP OHP OHP OHP OHP BT BT BT BT BT WV DYHWV NG NG NG NG NG NG NG NG NG BP BP BP BP BP BP BP BP BP BP <<<<<<OOOOOOOIL BT BT BT BT BT BT BT BT BT 214626.02BM /BURY BOLT NORTH BO L TBOL WVWVUCDUCDUCDUCDUCDUCDUCDUCDUCD UTILUTILUTIL UTIL UTILUTIL UTIL PPBPPB16W16W16W16W16W16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W16W16W16WHYDHYD0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0012.00' STA 1+92.95 - 9.97' RT NEW 45 DEG. HORIZ. BEND STA 2+48.96 - 18.81' RT NEW 11.25 DEG HORIZ. BEND //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /// /// /// /// /// /// /// ///////////////////////////////////////////////////////////////////////////////////////OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHPOHPBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTGASGASGASBPEFMEFMEFMEFMEFMEFMEFMEFMEFMEFMEFM E8W E8W E8W E8W E8W E8W E8W E8W E8W E8W E8WEFMEFMEFMEFMEFMEFMEFME8WE8WE8WE8WE8WE8WNELSON STA 0+70.76 - 83.42' RT FRONTAGE ROAD STA 1+92.95 NEW 45 DEG. HORIZ. BEND 13.00' FM FM FM FM FM FM FM FM FM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FMFMFMFMFMFMF M FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM PV - FRONTAGE-RD 4590 4595 4600 4605 4610 4615 4620 4625 4590 4595 4600 4605 4610 4615 4620 4625 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00EG CL-4612.17EG CL-4612.39EG CL-4612.48EG CL-4612.42EG CL-4612.39EG CL-4612.41EG CL-4612.80EG CL-4613.41EG CL-4612.94EG CL-4613.38EG CL-EG CL-4616.20EG CL-4617.09EG CL-4617.47EG CL-4617.63EG CL-4618.08EG CL-4618.41EG CL-4618.56EG CL-4618.87EG CL-4618.67EG CL-4617.59EG CL-4617.87EG CL-4620.93EG CL-4620.78EG CL-4621.27EG CL-4621.61EG CL-4621.79EG CL-4621.37EG CL-4619.97EG CL-4619.38EG CL-4621.51EG CL-4621.60EG CL-4622.52EG CL-4622.26EG CL-4621.37EG CL-4619.32EG CL-4619.32EG CL-4619.53EG CL-4619.67EG CL-4620.00EG CL-4620.38EG CL-4620.52EG CL-4620.85EG CL-4621.26EG CL-4621.70FG CL-4612.84FG CL-FG CL-FG CL-4613.25FG CL-4613.05FG CL-4613.48FG CL-4614.48FG CL-4614.26FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-INV-INV-INV-INV-INV-INV-INV-INV-INV-4606.51INV-4606.76INV-4607.03INV-4607.29INV-4607.56INV-4607.83INV-4608.09INV-4608.36INV-4608.62INV-4608.89INV-4609.15INV-4609.42INV-4609.68INV-4609.95INV-4610.21INV-4610.48INV-4610.75INV-4611.01INV-4611.28INV-4611.54INV-4611.81INV-4612.02INV-4612.03INV-4612.03INV-4612.04INV-4612.04INV-4612.05INV-4612.24INV-4612.46INV-4612.69INV-4612.91INV-4613.13INV-4613.35INV-4613.57INV-4613.79INV-4614.01INV-4614.23STA 1+92.9545 DEG. HORIZ. BENDINV= 4606.36STA 2+48.9611.25 DEG HORIZ. BENDINV= 4606.91MIN. 6.5' COVER (TYP.)STA 3+73.38DEFLECT PIPE JOINTSINV = 4607.22PROPOSED 16" WATER MAIN EXISTING GRADE AT PROPERTY LINE RE-GRADE LOW SPOT TO ENSURE ADEQUATE COVER STA 8+52.43 45 DEG. HORIZ BEND INV= 4611.96 STA 8+19.12 45 DEG HORIZ BEND INV= 4611.93 MIN. 1.5' CLEARANCE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2019COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\2286\009\04 DESIGN\PERMITS\MDT & RAILROAD\SEWER (FOR MRL PERMT).DWG PLOTTED BY:TYLER WILKENS ON Jun/14/2019 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle NELSON MEADOWS SUBDIVISION INFRASTRUCTURE IMPROVEMENTS  2286.009 MONTANA FRONTAGE ROAD SEWER FORCE MAIN STA 0+00 TO END  SS-8 CPK CPK MEE  02/2019      1 CITY REVIEW 05/17/2019CPK                BOZEMAN    FRONTAGE ROAD 02/25/2019NELSON ROAD PROPERTY LINE (TYP.) 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 MDT FACILITY COS 473F EXISTING 1.5" MDT SEWER FORCE MAIN FRONTAGE ROAD SEWER FORCE MAIN INSTALL 628 LF 6" PVC C900 SEWER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING MATCH LI NE SEE SHEET SS-5 OVERHEAD POWER (TYP.) LIGHT POLE TO BE REMOVED BURIED TELEPHONE (TYP.) FUTURE CITY OF BOZEMAN DAVIS LANE LIFT STATION CIP #WWIF24 EXISTING PUBLIC ROADWAY EASEMENT (TYP.) RAILROAD R/W (TYP.) EXISTING 8" WATER MAIN EXISTING ROADWAY EOA (TYP.) PROPOSED NELSON ROAD APPROACH EXISTING NELSON ROAD APPROACH PLAN A FUTURE SEWER FORCE MAIN CONNECTION MDT STATIONING: RR 7614+04 R/W 52+60.00 R/W = EX. RR. R/W PLAN B FUTURE SEWER FORCE MAIN CONNECTION EXISTING 1.5" MDT SEWER FORCE MAIN EXISTING 8" WATER MAIN CITY OF BOZEMAN WATER RECLAIMATION FACILITY MDT STATIONING: RR 7605+46 R/W 49+98.36 200' EXHIBIT A ENGINEERING DEPARTMENT on paper one-inch (1") This should be Verify scale! GALLATIN CITY COUNTY STATE DATE SECOND SUBDIVISION Sheet 1 of 1 SHEET 1" = 150' SCALE PLAT SHOWING LONGITUDINAL MONTANA " BOZEMAN JULY 7, 2019 FOR: CITY OF BOZEMANHYDHYD1447603+20STA 7610+10 MAIN TRACK OF MAIN TRACK DETAILS OMITTED SOUTH Highway Easement Highway Easement RAILROAD RIGHT OF WAYHighway Easement 25' 11' 105' AT 1-800-521-0579. THIS CABLE AND AUTHORITY TO CROSS IT MUST BE OBTAINED FROM U.S. SPRINT OPTIC CABLE ON MONTANA RAIL LINK RIGHT OF WAY IN THIS AREA. LOCATION OF U.S. SPRINT COMMUNICATIONS COMPANY HAS INSTALLED AN UNDERGROUND FIBER Varies MP 144+0690' Permittee's Expense May Be Required. Right-Of-Way. A Railroad Flagger At Days Before Starting Work On Railroad 223-3237, At Least Five (5) Working Notify Roadmaster Chris Seymour, (406) Required. Flagger At Permittee's Expense May Be Railroad Right-Of-Way. A Railroad Working Days Before Starting Work On (406) 570-5993, At Least Five (5) Notify Signal Supervisor Nathan Kluck WATER AND SEWER PIPELINES Filepath: N:\NWB\2nd Sub\MP 143 CityofBozeman Water and Sewer TOP.dgn HEREON. SEWER PIPELINES, AS DEPICTED LONGITUDINAL POTABLE WATER AND : DESCRIPTION (permit in process) Existing longitudinal potable water pipeline STA 7617+16 the railroad right of way Both pipelines continue off (permit in prgress) sanitary sewer pipeline Existing 1.5-inch dia. on behalf of applicant dated 02/2019, provided Plan Sheet Excerpt W-7, valve changes hydrant and pipeline, new potable water New longitudinal to Sheet W-7 plan STA 8+20 only New longitudinal sanitary sewer pipeline constructed MP 144+1,396'