Loading...
Plan Sheets 11x17CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_G-01_TITLE SHEET AND INDEX.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 12:18 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNTITLE SHEET, PROJECT LOCATION, ANDSHEET INDEX23101014.04-G-01D..90% DESIGNNOT FOR CONSTRUCTION.CONSTRUCTION LIMITSPROJECT LOCATIONCARVER COUNTYCHANHASSEN, MN.NORTH REPAIR AREASOUTH REPAIR AREANORTH AREA ACCESS FROMHIGHVIEW DRIVEANTICIPATED RIGHT OF ENTRYFROM FLYING CLOUD DRIVE TOBOTTOM OF SLOPE OF SOUTHREPAIR AREAGENERAL NOTES:1.TOPOGRAPHIC SURVEY INFORMATION SHOWN IN THIS PLAN SET IS A COMBINATION OFDATA FROM: SURVEY CONDUCTED BY BARR ENGINEERING CO. IN JANUARY 2015,SURVEY CONDUCTED BY STONEBROOKE IN JANUARY 2019 AND MnDNR 2011 LiDARTOPOGRAPHY.2.IMAGERY; COPYRIGHT PICTOMETRY INTERNATIONAL CORP AND HENNEPIN COUNTY,MINNESOTA, 2015.3.HORIZONTAL DATUM AND COORDINATE SYSTEM: CARVER COUNTY COORDINATES,NAD83 HARN, US SURVEY FEET.4.VERTICAL DATUM: NGVD29.MOON VALLEYAGGREGATERICE LAKEGOPHER STATE ONE CALL:CALL BEFORE YOU DIG.1-800-252-1166FLYING CLOUD DRIVEDEERBROOK DRREG IONA L TRA I L TR A I L S E N D R D .LAKOTA LNPIONEER TRA ILGREAT PLAINS BLVDHWY 1011-PLAN: PROJECT LOCATIONN05001000SCALE IN FEETMINNESOTA BLUFFS LRT. . . . TITLE SHEET, PROJECT LOCATION, AND SHEET INDEXG-01G-02. . . . EXISTING CONDITIONS - PLANC-06. . . . TRAIL MODIFICATIONS - PLAN AND PROFILEC-02C-01. . . . STORM WATER POLLUTION PREVENTION PLAN (SWPPP)C-03C-07C-08C-13C-05C-04G-03. . . . REMOVALS AND TEMPORARY EROSION CONTROL PLANENGINEER CONTACT:Matt PetersonBarr Engineering Co.4300 MarketPointe Dr.Minneapolis, MN 55435952-832-2949mpeterson@barr.comOWNER'S REPRESENTATIVECONTACT:Jessica GalatzHennepin County Regional Railroad Authority701 Fourth Ave. S., Suite 400Minneapolis, MN 55415612-348-2691Jessica.Galatz@hennepin.usCONTACTS:. . . . SEEDING PLANR-01C-14C-09C-10C-11C-12. . . . RESTORATION DETAILSR-03G-04. . . . SITE ACCESS, STAGING, AND TRAFFIC CONTROL - OVERALL PLAN AND NOTESG-05G-06. . . . TRAIL CLOSURE SIGNAGE EAST OF LAKE RILEY. . . . STATEMENT OF ESTIMATED QUANTITIES. . . . SITE ACCESS, STAGING, AND TRAFFIC CONTROL - PLANS. . . . SITE ACCESS, STAGING, AND TRAFFIC CONTROL - PLAN AND DETAILS. . . . TEMPORARY EROSION CONTROL DETAILS. . . . TRAIL MODIFICATIONS - CROSS SECTIONS. . . . TRAIL MODIFICATIONS - CROSS SECTIONS. . . . TRAIL MODIFICATIONS - TYPICAL SECTIONS. . . . EXISTING CONDITIONS - PHOTOS . . . . SOUTH AREA SLOPE REPAIR - PLAN. . . . SOUTH AREA SLOPE REPAIR - SECTIONS. . . . STORM SEWER AND DRAINAGE CHANNEL - PLAN AND PROFILE. . . . STREAMBANK REPAIR - DETAIL. . . . NORTH AREA SLOPE REPAIR - PLAN. . . . NORTH AREA SLOPE REPAIR - PROFILE, SECTION, AND DETAILC-15C-16C-17C-18C-19. . . . SOUTH AREA CULVERT OUTLET AND STREAMBANK REPAIR - PLAN. . . . SOUTH AREA CULVERT OUTLET REPAIR - PROFILE AND SECTIONSG-07. . . . LEGEND, NOTES, ABBREVIATIONS, AND ALIGNMENT CONTROL DATA. . . . STORM WATER POLLUTION PREVENTION PLAN (SWPPP)C-20. . . . SOUTH AREA CULVERT OUTLET REPAIR - SECTIONS AND DETAILSC-21. . . . STORM SEWER AND DRAINAGE CHANNEL - SECTIONS AND DETAILS. . . . STORM SEWER AND DRAINAGE CHANNEL - SECTIONS AND DETAILSR-02. . . . EROSION CONTROL BLANKET AND MULCH PLANR-04. . . . TREE PLANTING PLAN. . . . PROJECT LAYOUT PLANG-08R I L E Y L A K E R D .LAKE RILEYINSTALL TRAIL CLOSURE SIGNAGEEAST OF LAKE RILEYSEE SHEET G-07 CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_G-01_TITLE SHEET AND INDEX.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 9:48 AMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNLEGEND, NOTES, ABBREVIATIONS, AND ALIGNMENT CONTROL DATA23101014.04-G-02D..90% DESIGNNOT FOR CONSTRUCTION.ABBREVIATIONSLEGENDCBCATCH BASINC.I.P.CAST-IN-PLACECLSMCONTROLLED LOW STRENGTH MATERIALSCMPCORRUGATED METAL PIPECONC.CONCRETEEL.ELEVATIONFESFLARED END SECTIONI.E.INVERT ELEVATIONMH MANHOLEMnDOTMINNESOTA DEPARTMENT OF TRANSPORTATIONNWLNORMAL WATER LEVELRCP REINFORCED CONCRETE PIPETRMTURF REINFORCEMENT MATCMPACORRUGATED METAL PIPE ARCH1DETAIL: GRAPHICS STANDARDSDETAIL VIEW CALL OUTSCALE: 1=1SECTION VIEW CALL OUTSECTION VIEW TITLESECTION: GRAPHICS STANDARDS10SCALE: 1=1111101010GENERAL NOTES:1.CONTRACTOR SHALL LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR TOWORK.2.ALL EXISTING ROADS, PARKING LOTS, TRAILS, SIGNS, OR SIMILAR SHALL NOT BEDISTURBED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE SURVEYSWITH THE ENGINEER TO DOCUMENT PRE-CONSTRUCTION EXISTING CONDITION ISSUES.3.CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL BMPS PRIOR TOCOMMENCEMENT OF GRADING FOR EACH LOCATION DURING CONSTRUCTION. EROSIONCONTROL PLANS ARE PROVIDED INSIDE THE PROJECT STORMWATER POLLUTIONPREVENTION PLAN (SWPPP).4.CONSTRUCTION LIMITS AS SHOWN ARE APPROXIMATE FINAL CONSTRUCTION LIMITS TOBE COORDINATED WITH THE OWNER AND STAKED IN THE FIELD.5.CLEARING AND GRUBBING TO BE PERFORMED ONLY WITHIN GRADING LIMITS ANDACCESS ROUTES UNLESS OTHERWISE DIRECTED BY ENGINEER.6.TREES TO BE CLEARED WILL BE MARKED IN THE FIELD BY ENGINEER. ALL TREES >= 6" INDIAMETER NOT MARKED FOR REMOVAL SHALL BE PROTECTED.7.TREES IDENTIFIED BY ENGINEER FOR ADDITIONAL PROTECTION SHALL BE PROTECTEDAGAINST ROOT COMPACTION, DAMAGE AND DISFIGUREMENT IN ACCORDANCE WITHMnDOT SPEC. 2572. PROTECTION OF TREES NOT IDENTIFIED TO BE REMOVED SHALL BEINCIDENTAL.8.CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMIZE THE TRANSFER OF AQUATIC ANDTERRESTRIAL INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE.EXISTING INDEX CONTOUREXISTING INTERMEDIATE CONTOUREXISTING PARCEL LINEEXISTING STORM SEWEREXISTING FIBER OPTICEXISTING FENCE LINEEXISTING CONSERVATION EASEMENTEXISTING STREAM THALWEGEXISTING STREAM EXTENTSEXISTING WETLANDCONSTRUCTION LIMITSPROPOSED INDEX CONTOURPROPOSED INTERMEDIATE CONTOURPROPOSED STORM SEWERPROPOSED FENCECLEARING LIMITSSILT FENCEPROPOSED RIPRAPSTAGING AREA2015 SOIL BORINGEXISTING PIEZOMETER2018 SOIL BORING2019 SOIL BORING790788790788SSFOXWTSSPZ-1ST-1SB-1XTRAIL MODIFICATIONS CONTROL DATA - ALIGNMENT "T"TYPE/NO.L5L4L1L3C3C1C2START STATION8+93.46T6+98.92T0+00.00T4+18.32T8+09.77T2+74.65T6+07.62TSTART NORTHING165566.13165420.38164901.47165199.66165502.13165091.93165350.34START EASTING562121.28561992.54561526.73561600.03561819.44562067.41561724.57561934.04BEARINGN40°05'17"EN41°22'14"EN39°52'12"ERADIUS1000.00'1000.00'1000.00'END STATION12+01.99T8+09.77T1+00.00T2+74.65T6+07.62T8+93.46T4+18.32T6+98.92TEND NORTHING165810.29165502.13164969.49165091.93165350.34165566.13165199.66165420.38END EASTING562309.92562067.41561600.03561724.57561934.04562121.28561819.44561992.54189.30'LENGTH308.54'110.85'174.65'100.00'83.69'143.67'91.29'L21+00.00T164969.49PC STATIONPT STATION2+74.65T4+18.32T6+98.92T6+07.62T8+93.46T8+09.77T0+57.27N166109.49562427.4203S60°01'50"E142.73'2+00.00N166038.19562551.07NORTH AREA SLOPE REPAIR CONTROL DATA - ALIGNMENT "N"TYPE/NO.L1START STATIONSTART NORTHINGSTART EASTINGBEARINGRADIUSEND STATIONEND NORTHINGEND EASTINGLENGTHL2PC STATIONPT STATION0+00.00N166115.02562370.4194S84°27'31"E57.27'0+57.27N166109.49562427.42N33°54'46"EDRAINAGE CHANNEL AND STORM SEWER CONTROL DATA - ALIGNMENT "S"TYPE/NO.L5L4L1L2C2START STATION0+00.00SSTART NORTHINGSTART EASTINGBEARINGRADIUSEND STATIONEND NORTHINGEND EASTINGLENGTHC1PC STATIONPT STATION100.00'147.98'165393.40165553.35165270.60165708.50165975.17165582.74165424.43165582.74165393.40165975.17166040.09165708.501+82.14S3+47.52S1+47.98S8+07.79S8+89.87S4+97.93S3+15.21SN24°07'35"EN24°01'02"EN30°36'49"EN37°43'56"EN33°15'49"EN14°20'23"E34.16'32.32'309.87'82.08'150.40'133.06'165424.43165553.351+47.98S562110.90562193.47L3100.00'1+82.14S1+47.98S562193.47562207.36562207.36562240.32562240.32562253.411+82.14S3+15.21S3+47.52S3+15.21S3+47.52S562253.41562335.914+97.93S562335.91562493.71562493.71562543.938+07.79S35.00'65.00'255.00'50.86'36.19'81.44'S76°09'17"WS17°27'51"WS11°04'29"E165127.63165161.71165241.29165116.50165127.63165161.702+37.43C1+86.58C1+50.39C0+68.95CS20°50'33"E68.95'165305.73165241.29SOUTH AREA CULVERT OUTLET AND STREAMBANK REPAIR CONTROL DATA - ALIGNMENT "C"TYPE/NO.L1START STATIONSTART NORTHINGSTART EASTINGBEARINGRADIUSEND STATIONEND NORTHINGEND EASTINGLENGTHC1PC STATIONPT STATION0+00.00CC2C30+68.95C562073.10562097.631+50.39C1+86.58C562097.63562113.21562102.49562113.21562057.34562102.490+68.95C1+50.39C1+86.58C2+37.43C1+86.58C1+50.39CST-7SYMBOLSALIGNMENT CONTROL DATACLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_G-01_TITLE SHEET AND INDEX.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 9:49 AMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN11/27/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTATEMENT OF ESTIMATED QUANTITIES23101014.04-G-03D..90% DESIGNNOT FOR CONSTRUCTION.STATEMENT OF ESTIMATED QUANTITIESITEM NO.ITEM DESCRIPTIONUNITTOTALESTIMATEDQUANTITY2021.501MOBILIZATIONLUMP SUM12051.501MAINTENANCE & RESTORATION OF HAUL ROADSLUMP SUM12101.505CLEARINGACRE4.302101.505GRUBBINGACRE4.302104.502REMOVE CONCRETE HEADWALLEACH12104.502REMOVE PIEZOMETEREACH22104.502SALVAGE BENCHEACH12104.503REMOVE WOOD RETAINING WALLLIN FT312104.503REMOVE CHAIN LINK FENCELIN FT24462104.503REMOVE SEWER PIPE (STORM) (NORTH PIPE)LIN FT72104.607SALVAGE RANDOM RIPRAPCU YD1472104.601REMOVE MISCELLANEOUS DEBRIS (NORTH PIPE DEBRIS)LUMP SUM12105.504GEOTEXTILE FABRIC TYPE 5SQ YD16162105.601DEWATERINGLUMP SUM12105.601CONSTRUCT ACCESS ROADLUMP SUM12105.607EXCAVATION - SPECIALCU YD28242105.607HAUL AND DISPOSE OF CONTAMINATED SOILCU YD36712106.501EXCAVATION - COMMONCU YD19,9902106.523COMMON EMBANKMENT (CV)CU YD18082112.603SUBGRADE PREPARATIONLIN FT10272118.507AGGREGATE SURFACING (CV) CLASS SPECIALCU YD962130.523WATER (DUST CONTROL)MGAL152211.507AGGREGATE BASE (CV) CLASS 5CU YD2532451.507COARSE AGGREGATE BEDDING (CV)CU YD92501.50295" SPAN GS PIPE-ARCH APRONEACH12501.50224" CAS PIPE APRONEACH22503.60324" HDPE PIPE SEWER-DIRECTIONAL DRILLEDLIN FT3022503.603PLUG FILL AND ABANDON PIPE SEWERLIN FT1152507.603LINING CULVERT PIPE (95" SPAN) SPECIALLIN FT72511.504GEOTEXTILE FILTER, TYPE 4SQ YD352511.507RANDOM RIPRAP CLASS SPECIAL (SALVAGE)CU YD1472511.507RANDOM RIPRAP CLASS SPECIAL (R270)CU YD4442511.507RANDOM RIPRAP CLASS SPECIAL (R470)CU YD5402511.507RANDOM RIPRAP CLASS IIICU YD2922511.507RANDOM RIPRAP CLASS IVCU YD1282511.507GRANULAR FILTERCU YD1012511.507GRANULAR FILTER MOD (B3)CU YD4052511.602PLACE BOULDEREACH202557.603INSTALL CHAIN LINK FENCELIN FT1752573.501STABILIZED CONSTRUCTION EXITLUMP SUM22573.503SILT FENCE, TYPE MSLIN FT10,4222574.507COMMON TOPSOIL BORROWCU YD15362575.504EROSION CONTROL BLANKET CATEGORY 3NSQ YD12,4402575.504FLEXIBLE CONCRETE GEOGRID MATSQ YD12722575.504TURF REINFORCEMENT MAT CATEGORY 2SQ YD28202575.504MULCH MATERIAL TYPE 4SQ YD10,9902575.505SEEDINGACRE7.41CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 600'1 0 0 '600'FOR DETAILED PLANSEECADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_G-04_SITE ACCESS PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 12:19 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSITE ACCESS, STAGING, AND TRAFFIC CONTROLOVERALL PLAN AND NOTES23101014.04-G-04D..90% DESIGNNOT FOR CONSTRUCTION.1-N0300600SCALE IN FEETFLYING CLOUD DRIVEMOON VALLEYAGGREGATEANTICIPATED RIGHT OF ENTRY. ACCESSROUTE TO BE FINALIZED WITH PROPERTYOWNER PRIOR TO CONSTRUCTION.RICE LAKEMINNESOTA BLUFFS LRT REGIONAL TRAILPIONEER TRA IL TRAILS END ROADSITE ACCESS FROM HIGHVIEW DRIVEDEERBROOK DR IVEHALLA GREENSGOLF COURSECONSTRUCTION LIMITSSOUTH REPAIR AREANORTH REPAIR AREA1G-05FOR DETAILED PLANSEE2G-05FOR DETAILED PLANSEE1G-06PLAN: OVERALL ACCESS PLANHIG H V I E W D R I V ESITE ACCESS NOTES:1.LOCATIONS OF UTILITIES AND OTHER INFRASTRUCTURE IN HIGHVIEW DRIVE AREA AREAPPROXIMATE. VERIFY LOCATIONS PRIOR TO MOBILIZING TO SITE. CONTRACTOR ISRESPONSIBLE FOR UTILITY LOCATE AND FIELD RECONNAISSANCE.2.POTENTIAL ACCESS ROUTES ARE SHOWN ON THE PLANS. IF CONTRACTOR WISHES TO USEAN ALTERNATE ACCESS ROUTE, IT MUST BE REVIEWED AND APPROVED BY ENGINEER PRIORTO USE.3.TEMPORARY WETLAND FILL IS ONLY ALLOWED IN THE LOCATIONS SHOWN ON THE PLANS. DONOT PLACE FILL IN WETLANDS/DITCHES OUTSIDE OF THESE AREAS.4.SUBMIT MATERIAL PROPOSED FOR TEMPORARY FILL TO ENGINEER FOR REVIEW.5.MAINTAIN FLOW IN DITCHES AND CONTROL WATER DURING CONSTRUCTION. THIS MAYINVOLVE THE INSTALLATION OF PIPES AND POTENTIALLY PUMPS.6.THE FOLLOWING ITEMS ARE INCIDENTAL TO PAY ITEM 2051.501 MAINTENANCE & RESTORATIONOF HAUL ROADS:6.1.TRIMMING AND CLEARING TREES ALONG ACCESS ROUTE.6.2.FURNISHING AND INSTALLING GEOTEXTILE FABRIC IN WETLANDS6.3.FURNISHING AND INSTALLING TEMPORARY FILL IN WETLANDS6.4.CONTROLLING WATER AND MAINTAINING DRAINAGE IN DITCHES THROUGHOUTCONSTRUCTION.6.5.PLACEMENT OF ADDITIONAL FILL AND/OR GRAVEL SURFACING OUTSIDE OF WETLANDAREAS AS CONTRACTOR DEEMS NECESSARY TO ACCESS THE SITE.6.6.REMOVAL OF GEOTEXTILE FABRIC AND TEMPORARY FILL FROM WETLANDS UPON THECOMPLETION OF CONSTRUCTION.6.7.SEEDING IMPACTED WETLANDS UPON THE COMPLETION OF CONSTRUCTION.6.8.REGRADING THE TRAIL FROM HIGHVIEW DRIVE TO THE LANDSLIDE UPON COMPLETION OFCONSTRUCTION AND RESTORING THE TRAIL TO PRE-CONSTRUCTION CONDITIONS ORBETTER TO THE SATISFACTION OF ENGINEER. FURNISHING AND INSTALLING AGGREGATESURFACING SHOWN ON DETAIL 3 ON SHEET G-06 WILL BE PAID UNDER SEPARATE PAYITEM.6.9.ALL COORDINATION, PREPARATION, CONSTRUCTION, AND RESTORATION ACTIVITIESASSOCIATED WITH ACCESS THROUGH MOON VALLEY AGGREGATE AND FROM HIGHVIEWDRIVE.7.PAY ITEM 2105.601 CONSTRUCT ACCESS ROAD IS FOR THE CONSTRUCTION OF AN ACCESSROAD FROM HIGHVIEW DRIVE TO THE REGIONAL TRAIL JUST EAST OF PIONEER TRAIL THEFOLLOWING ITEMS ARE INCIDENTAL TO PAY ITEM 2105.601 CONSTRUCT ACCESS ROAD:7.1.UTILITY LOCATE AND AVOIDANCE OF UTILITIES IN VICINITY OF ACCESS ROAD.7.2.ANY DESIGN NECESSARY FOR ACCESS ROAD.7.3.CLEARING AND GRUBBING PRIOR TO CONSTRUCTION OF ACCESS ROAD (IF NECESSARY).7.4.SALVAGING AND REINSTALLING ANY SIGNS IN CONFLICT WITH ACCESS ROAD.7.5.PROTECTION OR SALVAGING AND REINSTALLING EXISTING GUARDRAIL.7.6.STRIPPING AND STOCKPILING TOPSOIL UNDER FOOTPRINT OF RAMP (IF NECESSARY).7.7.REMOVAL OF BITUMINOUS PAVEMENT (IF NECESSARY).7.8.WATER CONTROL, INCLUDING PIPES OR PUMPS TO MAINTAIN DRAINAGE THROUGHACCESS ROAD DURING CONSTRUCTION.7.9.IMPORT OF FILL TO CONSTRUCT ACCESS ROAD.7.10.MAINTENANCE OF ACCESS ROAD DURING CONSTRUCTION.7.11.REMOVAL OF TEMPORARY FILL FOR ACCESS ROAD.7.12.REPAIR OR REPLACEMENT OF ANY BITUMINOUS PLACEMENT DAMAGED DURINGCONSTRUCTION.7.13.INSTALLING TOPSOIL, SEED, AND MULCH OR EROSION CONTROL BLANKET TO RESTORETO PRE-CONSTRUCTION CONDITIONS OR BETTER TO THE SATISFACTION OF THEENGINEER.CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012TRAFFIC SIGNSQTY.MNDOTSIGN NO.SIGN SIZESIGN MESSAGE3W11-1036" x 36"W1 1 - 1 0DWG. NO.G-04TRAILCLOSEDTRAILCLOSEDAHEAD3R20-3A36" x 36"G-06G-075R11-236" x 26"W1 1 - 1 0 W11-10G-06G-07 WTWTFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOCADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_G-04_SITE ACCESS PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 12:20 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSITE ACCESS, STAGING, AND TRAFFIC CONTROLPLANS23101014.04-G-05D..90% DESIGNNOT FOR CONSTRUCTION.1-NMOON VALLEYAGGREGATEMINNESOTA BLUFF LRT REGIONAL TRAILMINNESOTA BLUFF LRT REGIONAL TRAILMATCH LINE - PLAN 2 MATCH LINE - PLAN 1 050100SCALE IN FEET2-PLAN: SITE ACCESS & STAGING N050100SCALE IN FEETCONSTRUCTION LIMITSCONSTRUCTION LIMITSSTAGING AREASOUTH REPAIR AREANORTH REPAIR AREAPARCEL LINE (TYP.)CONSERVATION EASEMENTNEW STORM SEWEREXISTING CMPCONSERVATION EASEMENTPROPERTY LINE (TYP.)PLAN: SITE ACCESS & STAGINGSILT FENCESEE1C-04EXISTING FIBER OPTIC LINEEXISTING FENCEBEATRICE I. ZWIERSONIRREV. TRUSTSILT FENCESEE1C-04SILT FENCESEE1C-04MATCH LINE - SHEET G-06 POTENTIAL EASEMENT AREA (APPROX. 1.73 ACRES)OWNER: BEATRICE I. ZWIERSON IRREV. TRUSTHCRRAHCRRATEMPORARY WETLAND IMPACT0.02 ACRES, SEETEMPORARY WETLAND IMPACT<0.01 ACRES, SEEWETLAND BOUNDARYNEW DRAINAGECHANNEL2G-0629'2G-06179'EXISTING WOODEN FENCE(PROTECT OR SALVAGEAND REINSTALL FOLLOWINGCONSTRUCTION)RESTORE TRAIL PER UPON COMPLETION OF CONSTRUCTION3G-06POTENTIAL ACCESS ROUTEPOTENTIAL ACCESS ROUTERESTORE TRAIL PER UPON COMPLETION OF CONSTRUCTION3G-06CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGASGASGASGASGASGASGASGASGASGASGASGASGASOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOECADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_G-04_SITE ACCESS PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 12:21 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSITE ACCESS, STAGING, AND TRAFFIC CONTROLPLAN AND DETAILS23101014.04-G-06D..90% DESIGNNOT FOR CONSTRUCTION.SILT FENCESEEHIGHVIEW DRIVEMATCH LINE - SHEET G-05MINNESOTA BLUFF LRT REGIONAL TRAILCONSTRUCTION LIMITSPARCEL LINE (TYP.)SITE ACCESS FROM HIGHVIEWDRIVE - COORDINATE ACCESSWITH CITY OF EDEN PRAIRIEAND HENNEPIN COUNTYPIONEER TRAILTRAI LS END ROAD1-N050100SCALE IN FEETSTABILIZED CONSTRUCTION EXIT,SEE4C-041C-04PLAN: SITE ACCESS & STAGINGHCRRAHCRRAHCRRAHCRRAHENNEPIN COUNTYCARVER COUNTYHIGHVIEW DRIVEROW LINESCONSTRUCT ACCESS ROADAS NECESSARY FOREQUIPMENT ACCESSPROTECT EXISTING CULVERTS,MAINTAIN DITCH DRAINAGETHROUGH PROPOSED ACCESSROAD DURING CONSTRUCTIONPROTECT EXISTINGFIRE HYDRANTPROTECT EXISTINGLIFT STATIONEXISTING GUARDRAIL(PROTECT OR SALVAGE AND REINSTALLFOLLOWING CONSTRUCTION)TEMPORARY WETLAND IMPACT0.01 ACRES, SEETEMPORARY WETLAND IMPACT0.02 ACRES, SEEWETLAND BOUNDARYDETAIL: TEMPORARY WETLAND/DITCH FILLINGNOT TO SCALE2-EXISTING NORTH WETLAND/DITCHEXISTING TRAILEXISTING SOUTH WETLAND/DITCHINSTALL MnDOT TYPE 5 GEOTEXTILE FABRIC PRIORTO PLACING FILL IN WETLANDREMOVE AT COMPLETION OF CONSTRUCTIONTEMPORARY FILL REMOVEAT COMPLETION OFCONSTRUCTIONEXISTING GROUNDRESTORE WETLAND AND DITCH ATCOMPLETION OF CONSTRUCTION,INCLUDING INSTALLATION OF WETLANDSEED MIX TO DISTURBED AREAS AFTERREMOVING FILL AND GEOTEXTILETEMPORARY WETLAND IMPACT0.01 ACRES, SEEPASSING AREA: 20' WIDTH X100' LENGTH2-2-2-122'112'178'DETAIL: GRAVEL TRAIL RESTORATIONNOT TO SCALE3-REGRADE SURFACE TO PRECONSTRUCTION CONDITIONSOR BETTER TO SATISFACTION OF ENGINEER10' TRAIL3" THICK 3/8" MINUS AGGREGATESURFACING CLASS SPECIAL(SEE TABLE FOR GRADATION)EXISTING GROUND2.0%2.0%3/8" MINUS GRADATION FORAGGREGATE SURFACING(CLASS SPECIAL)SIEVE SIZEPERCENT PASSING3/8"100#470-100#4020-50#20010-30TABLE 1NOTES:1.3/8" MINUS AGGREGATE SURFACING SHALL BE 100% CRUSHED LIMESTONE.2.3/8" MINUS AGGREGATE SURFACING MUST COME FROM KRAEMER MINING &MATERIALS, INC. OF BURNSVILLE, MN., IN ORDER TO MATCH COLOR OF EXISTINGTRAIL.CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012RESTORE TRAIL PER UPON COMPLETION OF CONSTRUCTION3G-06TRAILCLOSEDTRAILCLOSEDAHEADTRAILCLOSEDTRAILS END ROAD℄MAINTAIN 10' VERTICAL CLEARZONE ABOVE TRAIL. TRIM TREEBRANCHES ACCORDINGLY.4NOTES:1.2' WIDTH AT MAX. 2% SLOPE ON SHOULDER.2.3:1 MAXIMUM SLOPE (H:V) OUTSIDE OF 2' SHOULDER.3.PREFERRED 3' CLEARANCE, 2' MIN. FORM TREES OROTHER OBSTRUCTION.4.SEE PLAN SHEETS FOR TRAIL STRIPING, IF APPLICABLE.5.BOULEVARD VARIES IN WIDTH, BUT SHOULD BE A MIN..OF 2',. SIGN INSTALLATION NOT APPLICABLE IN ALLAREAS.6.MAX. CROSS SLOPE 2%.7.MIN. 3' CLEARANCE BETWEEN EDGE OF TRAIL ANDEDGE OF SIGN.3" TYPE SPWEA240C BITUMINOUS PAVEMENTNOTES:1.BITUMINOUS SHALL BE PLACED IN ONE LIFT.2.CLASS 5 AGGREGATE BASE SHALL CONFORM TOMnDOT SPEC. 3138.3.SUBGRADE SHALL BE TEST ROLLED PRIOR TOAGGREGATE BASE INSTALLATION AND CONFORM TOMnDOT SPEC. 2111.4.WHERE BOULEVARD IS 2' TO 3' (MIN.), BOULEVARDSHALL BE CONSTRUCTED FROM IMPERVIOUSMATERIAL (IE. BITUMINOUS, CONCRETE, PAVERS,ETC). SPECIAL STRIPING LAYOUT MAY APPLY, (SEEPLAN SHEETS).4-DETAIL: BITUMINOUS TRAIL RESTORATIONNOT TO SCALE6" CLASS 5 AGGREGATE BASE12" SCARIFY, DRY, AND RECOMPACTSUBGRADE MATERIAL AS DIRECTED BY OWNER.10'-0"6" TOPSOIL (TYP.)℄62ROADWAY7135TRAILCLOSEDREPAIR OR REPLACEBITUMINOUS TRAIL UPONCOMPLETION OFCONSTRUCTION, SEE4- CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_G-04_SITE ACCESS PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 11:43 AMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNTRAIL CLOSURE SIGNAGE EAST OF LAKE RILEY23101014.04-G-07A..90% DESIGNNOT FOR CONSTRUCTION.M I N N E S O T A B L U F F L R T R E G I O N A L T R A I L RILEY LAKE RD.DELL RD.1-N0100200SCALE IN FEETPLAN: TRAIL CLOSURE SIGNAGE EAST OF LAKE RILEYCLIENTBIDCONSTRUCTION12/13/19----------------------------------ABCD012TRAILCLOSEDAHEADPIONEER TRAILTRAILCLOSEDLAKE RILEYBEARPATH TRAILJACQUESPONDTRAILCLOSEDAHEADTRAILCLOSED ST-3ST-6PZ-1ST-5ST-4PZ-2SB-3SB-2SB-1ST-1SB-5SB-6SB-4ST-7ST-8ST-9750750750750760760 760760770770 770770780780 780780790790 790790790790790790790790790790790790 790790800800800800800800800800800800800800810810810810810810810810810810820820820820820820820820820820820820820820830830830830830830830830830830830830 830830840840840840840840840840840840840840840840850850 85085086086086 0 86 0 8708708 7 0 8 7 0 8808808 8 0 8 8 0 XXX750750760760770770780780790790800800810810820820 830830 760760770770780780790790800800810810810810820820790790800800810810820820N: 165093.23E: 561738.63N: 165106.02E: 561725.97N: 166065.67E: 562476.25N: 166146.44E: 562503.23CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_G-08_PROJECT LAYOUT PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 12:26 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNPROJECT LAYOUT PLAN23101014.04-G-08D..90% DESIGNNOT FOR CONSTRUCTION.E X I S T I N G C M P A 1-NSITE ACCESS FROMHIGHVIEW DRIVESCALE IN FEET100500NORTH AREA SLOPE REPAIR,SEE SHEET C-17MOON VALLEYAGGREGATECONSTRUCTION LIMITSCONSTRUCTION LIMITSSOUTH AREA SLOPE REPAIRSEE SHEET C-11NEW FENCEMINNESOTA BLUFFS LRT REGIONAL TRAILFILL EXISTING NORTH PIPE WITHGROUT AND ABANDON IN PLACESEE SHEET C-18PARCEL LINE (TYP.)STREAM BANK REPAIRSEE SHEET C-13SOUTH AREA CULVERT OUTLETMODIFICATIONS,SEE SHEET C-13CONSERVATION EASEMENTTRAIL MODIFICATIONSSEE SHEET C-07PLAN: PROJECT LAYOUTBEATRICE I.ZWIERSONIRREV. TRUSTPARCEL LINEEXISTING FIBER OPTIC LINESUMMARY OF ANTICIPATED EASEMENT NEEDSLANDOWNERREASON FOR EASEMENTBEATRICE I. ZWIERSON IRRREV. TRUSTRIPRAP AT SOUTH PIPE OUTLET, STREAMBANKREPAIRS, DRAINAGE CHANNEL, STAGING AREAAND SOUTH SIDE SITE ACCESSMOON VALLEY AGGREGATESOUTH SIDE SITE ACCESSPOTENTIAL ACCESS ROUTENEW STORM SEWERSEE SHEET C-19EXISTING FENCENEW DRAINAGECHANNELSEE SHEET C-19CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012NEW FENCE,SEE3C-18POTENTIAL ACCESS ROUTECLEARING LIMITS WTWTWTWTWTWTWTFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOSS SS SSSSSSSSSSXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXST-3ST-6PZ-1ST-5ST-4PZ-2SB-3SB-2SB-1ST-1SB-5SB-6SB-4ST-7ST-8ST-9750750750750760760 760760770770 770770780780780780780780 780780790790790790790790 790790800800800800800800800800800800800800810810810810810810810810 81081082082082082082082082082082082082 0 82 0 820820830830830830 83083083083083083083083083083083083083083083083083083084084084084084084084084084084084084084084085085085085086086086086087087087087088088088088089089089089090090090090077 0 77 0 7 7 0 7 7 0 780780780780790790800800810810810810820820820820 830830830830CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-01_EXISTING CONDITIONS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 12:29 PM 1-NSITE ACCESS FROMHIGHVIEW DRIVESCALE IN FEET100500MOON VALLEYAGGREGATECONSTRUCTION LIMITSCONSTRUCTION LIMITSEX I S T I N G C M P A MINNESOTA BLUFFS LRT REGIONAL TRAILPARCEL LINE (TYP.)CONSERVATION EASEMENTEXISTING 18" DIPAPPROXIMATE LANDSLIDE LIMITSEXISTING CHAINLINK FENCEEXISTING STREAM THALWEGEXISTING STORM SEWERCHAINLINK FENCENORTH PIPE CROSSING(SEE PHOTO 5, SHEET C-02)NORTH PIPE UPSTREAM INLET(SEE PHOTO 6, SHEET C-02)EXISTING FIBER OPTIC CABLEEXISTING CONCRETE HEADWALL(SEE PHOTOS 2-4, SHEET C-02)TEMPORARY REPAIR RIPRAP AREA(SEE PHOTOS 1-4, SHEET C-02)APPROXIMATE LANDSLIDE SPOIL PILEGENERAL NOTES:1.ALL UTILITY INFORMATION IS APPROXIMATE AND SHALL BEFIELD VERIFIED BY CONTRACTOR.PLAN: EXISTING CONDITIONSBEATRICE I. ZWIERSONIRREV. TRUSTPARCEL LINEEXISTING STREAM EXTENTSREVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNEXISTING CONDITIONSPLAN23101014.04-C-01D..90% DESIGNNOT FOR CONSTRUCTION.APPROXIMATE SLOPEEROSION LIMITSEXISTING BENCHEXISTING WOODEN FENCE ANDMODULAR BLOCK RETAINING WALLCLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-02_EXISTING PHOTOS AND SECTIONS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:00 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..PHOTO 4: EXISTING SOUTH PIPE OUTLET (10/29/2019)PHOTO 2: EXISTING SOUTH PIPE OUTLET (4/26/2019)PHOTO 1: EXISTING SOUTH PIPE OUTLET (4/26/2019) (LOOKING DOWNSTREAM)PHOTO 3: EXISTING SOUTH PIPE OUTLET (10/29/2019)PHOTO 5: EXISTING NORTH PIPE DOWNSTREAM OUTLETPHOTO 6: EXISTING NORTH PIPE UPSTREAM INLET (4/26/2019)REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNEXISTING CONDITIONSPHOTOS 23101014.04-C-02D..90% DESIGNNOT FOR CONSTRUCTION.CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 75075075075076076076076077077077077077077077 0 77 0 770770 770770780780780780780780780780790790790790790790 790790800800800800800800800800800800800800800800800800810810810810810810810810810810810810810810 810810810810810810820820820820820820820820820820 82082082082082082083083083083083083083083083083083 0 83 0 83083083083084 0 84 0 84 0 84 084084084084084 0 84 0 8 4 0 8 4 0 84084084084084084084084085085085085085 0 85 0 850850860860860860 870870870870880880WTWTWTWTWT WTST-3ST-6PZ-1ST-5ST-4PZ-2SB-3SB-2SB-1ST-1SB-5SB-6SB-4ST-7ST-8ST-9CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-03_EROSION CONTROL PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:01 PM1-PLAN: REMOVALS AND TEMPORARY EROSION CONTROL NSCALE IN FEET120600MOON VALLEYAGGREGATECONSTRUCTION LIMITSEXISTING CMPAMINNESOTA BLUFFS LRT REGIONAL TRAILPROPERTY LINE (TYP.)CONSERVATION EASEMENTEROSION CONTOL LEGENDSILT FENCESEDIMENT LOGSCONSTRUCTION LIMITSCONSTRUCTION ENTRANCEEXISTING 10' CONTOUREXISTING 2' CONTOURSILT FENCE (TYP.)SEE1C-04PROTECTEXISTING TRAILCONSTRUCTIONSTAGING AREAEROSION & SEDIMENT CONTROL NOTES:1.INSTALL PERIMETER EROSION CONTROL AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TOTHE COMMENCEMENT OF ANY LAND DISTURBANCE OR CONSTRUCTION ACTIVITIES.2.BEFORE BEGINNING CONSTRUCTION, INSTALL A TEMPORARY ROCK CONSTRUCTIONENTRANCE AT EACH POINT WHERE VEHICLES EXIT THE CONSTRUCTION SITE PRIOR TOCOMMENCING ANY CLEARING/GRUBBING, REMOVAL, OR EARTHWORK ACTIVITIES. USE 2 INCHOR GREATER DIAMETER ROCK IN A LAYER AT LEAST 6 INCHES THICK ACROSS THE ENTIREWIDTH OF THE ENTRANCE. EXTEND THE ROCK ENTRANCE AT LEAST 50 FEET INTO THECONSTRUCTION ZONE USING A GEO-TEXTILE FABRIC BENEATH THE AGGREGATE TO PREVENTMIGRATION OF SOIL INTO THE ROCK FROM BELOW.3.REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC ANDPRIVATE PAVEMENT AREAS. AT A MINIMUM REMOVAL SHALL BE ONCE DAILY. SWEEPING SHALLBE MAINTAINED THROUGHOUT THE DURATION OF THE CONSTRUCTION AND DONE IN A MANNERTO PREVENT DUST BEING BLOWN TO ADJACENT PROPERTIES.4.INSTALL INLET PROTECTION AT ALL PUBLIC AND PRIVATE CATCH BASIN INLETS WHICH RECEIVERUNOFF FROM THE DISTURBED AREAS. CONTRACTOR SHALL CLEAN, REMOVE SEDIMENT, ORREPLACE STORM DRAIN INLET PROTECTION DEVICES ON A ROUTINE BASIS SUCH THAT THEDEVICES ARE FULLY FUNCTIONAL FOR THE NEXT RAIN EVENT. SEDIMENT DEPOSITED INAND/OR PLUGGING DRAINAGE SYSTEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. HAYBALES OR FILTER FABRIC WRAPPED GRATES ARE NOT ALLOWED FOR INLET PROTECTION.5.LOCATE SOIL OR DIRT STOCKPILES NO LESS THAIN 25 FEET FROM ANY PUBLIC OR PRIVATEROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZETHE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROLEROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.6.MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THECONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION ANDSEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, ORROTTED EROSION CONTROL DEVICES IMMEDIATELY.7.TEMPORARILY OR PERMANENTLY STABILIZE ALL CONSTRUCTION AREAS WHICH HAVEUNDERGONE FINAL GRADING, AND ALL AREAS IN WHICH GRADING OR SITE BUILDINGCONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN,WIND AND RUNNING WATER. STABILIZATION TO BEGIN IMMEDIATELY AND BE COMPLETEDWITHIN 14 DAYS. USE SEED AND MULCH, EROSION CONTROL MATTIING, AND/OR SODDING ANDSTAKING IN GREEN SPACE AREAS. REMOVE ALL TEMPORARY SYNTHETIC, STRUCTURAL,NON-BIODEGRADABLE EROSION AND SEDIMENT CONTROL DEVICES AFTER THE SITE HASUNDERGONE FINAL STABILIZATION WITH PERMANENT VEGETATION ESTABLISHMENT. FINALSTABILIZATION FOR PURPOSES OF THIS REMOVAL IS 70% ESTABLISHED COVER OVERDENUDED AREA.8.CHANGES TO APPROVED EROSION CONTROL PLAN MUST BE APPROVED BY THE ENGINEERPRIOR TO IMPLEMENTATION. CONTRACTOR TO PROVIDE INSTALLATION AND DETAILS FOR ALLPROPOSED ALTERNATE TYPE DEVICES.9.IF DEWATERING OR PUMPING OF WATER IS NECESSARY, THE CONTRACTOR IS RESPONSIBLEFOR OBTAINING ANY NECESSARY PERMITS AND/OR APPROVALS PRIOR TO DISCHARGE OF ANYWATER FROM THE SITE. IF THE DISCHARGE FROM THE DEWATERING OR PUMPING PROCESS ISTURBID OR CONTAINS SEDIMENT LADEN WATER, IT MUST BE TREATED THROUGH THE USE OFSEDIMENT TRAPS, VEGETATIVE FILTER STRIPS, OR OTHER SEDIMENT REDUCING MEASURESSUCH THAT THE DISCHARGE IS NOT VISIBLY DIFFERENT FROM THE RECEIVING WATER.ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AT THE DISCHARGE POINT TOPREVENT SCOUR EROSION.10.INSTALL SEED, EROSION CONTROL BLANKET, MULCH, AND OTHER REVETMENT INACCORDANCE WITH DESIGN DRAWING SHEETS R-01 AND R-02.11.BOTH CONTRACTOR AND ENGINEER SHALL KEEP A LOG OF ALL TREES GREATER THAN 6"DIAMETER AT BREAST HEIGHT REMOVED DURING CONSTRUCTION. SEE SHEET R-02 FOR TREEREPLACEMENT REQUIREMENTS.SITE ACCESS FROM HIGHVIEW DRIVE(SEE SHEET G-06)REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNREMOVALS AND TEMPORARYEROSION CONTROL PLAN23101014.04-C-03D..90% DESIGNNOT FOR CONSTRUCTION.SALVAGE EXISTING BENCH AND PLACE INTHE GRAVEL PARKING LOT ADJACENT TOBLUFF CREEK DR. PARK DISTRICT STAFFWILL HAUL BENCHES AWAY.SALVAGE AND STOCKPILEEXISTING RIPRAP FOR REUSEREMOVE EXISTINGCONCRETE HEADWALLSALVAGE EXISTING CHAINLINK FENCE AND GATES(APPROX. 2446 LF) AND PLACE IN THE GRAVELPARKING LOT ADJACENT TO BLUFF CREEK DR.PARK DISTRICT STAFF WILL HAUL AWAY.APPROXIMATE LANDSLIDE LIMITSAPPROXIMATE LANDSLIDE LIMITSREMOVE EXISTING WOODEN FENCEREMOVE EXPOSED PORTIONOF NORTH PIPE, SEE C-18REMOVE AND DISPOSE EXISTINGPIEZOMETERS PER ENGINEER'S DIRECTIONREMOVE EXISTING MODULARBLOCK RETAINING WALLREMOVE EXISTINGPIPE DEBRISFILL EXISTING NORTHPIPE WITH GROUT ANDABANDON IN PLACE,SEE C-18CLEARING LIMITSCLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 DETAIL: SILT FENCE - MACHINE SLICED-1NOT TO SCALEDOWNSTREAM VIEWSECTION VIEW5 FT. MIN. LENGTH POSTAT 4 FT. MAX. SPACINGGEOTEXTILE FABRIC, 36" MIN.MACHINE SLICE 8" TO 12"DEPTH (PLUS 6" FLAP)GRADEPLASTIC ZIP TIES (MIN. 50 LBSTENSILE STRENGTH) ON TOP8" MIN. 3 PER POSTRUNOFF FLOW DIRECTIONMACHINE SLICE 8"-12"DEPTH (PLUS 6" FLAP)MACHINE SLICED SILT FENCE PER MN/DOT STD.SPECIFICATION 3886, INSTALL PER MN/DOTSTD. SPEC. 2573NOTES:1.SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED AND SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. SILTFENCE AND ANY ACCUMULATED SEDIMENT SHALL BE REMOVED IN CONJUNCTION WITH THE FINAL GRADING AND SITE STABILIZATION.2.SILT FENCE INSTALLATION AND MATERIALS SHALL MEET THE REQUIREMENTS OF MN/DOT SPECIFICATIONS 2573 AND 3886.3.NO HOLES OR GAPS SHALL BE PRESENT IN/UNDER SILT FENCE. PREPARE AREA AS NEEDED TO SMOOTH SURFACE OR REMOVE DEBRIS.4.WHEN SEDIMENT BUILD UP REACHES 1/3 OF FENCE HEIGHT, THE SILT FENCE SHOULD BE REMOVED OR A SECOND SILT FENCE INSTALLED UPSTREAM OF THE EXISTING FENCE AT ASUITABLE DISTANCE.5.WHEN SPLICES ARE NECESSARY MAKE SPLICE AT POST ACCORDING TO SPLICE DETAIL. PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE.ROTATE BOTH POSTS TOGETHER AT LEAST 180 DEGREES TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL. CUT THE FABRIC NEAR THE BOTTOM OF THE POSTS TOACCOMMODATE THE 6 INCH FLAP. THEN DRIVE BOTH POSTS AND BURY THE FLAP. COMPACT BACKFILL.NOT TO SCALE12' M INDETAIL: STABILIZED CONSTRUCTION EXITAS REQU IRED-NOTES:1.MAINTAIN ENTRANCE THROUGHOUT THE CONSTRUCTION PERIODAND REPAIR OR REPLACE AS REQUIRED TO PREVENT TRACKINGOFFSITE.2.REMOVE ENTRANCE IN CONJUNCTION WITH FINAL GRADING AND SITESTABILIZATION.4EXPAND FOR TURNINGRADIUS AS REQUIRED6" MINIMUM1"-2" WASHED ROCKGEOTEXTILE FABRIC (OPTIONAL)2-DETAIL: INLET PROTECTION - SEDIMENT LOGNOT TO SCALENOTES:1.INLET PROTECTION SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BEPROTECTED OR IMMEDIATELY FOLLOWING CATCHBASIN INSTALLATION, AND SHALL BEMAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.2.MATERIALS SHALL BE SUFFICIENT TO ALLOW FLOW WHILE BLOCKING SEDIMENT. NO HOLESOR GAPS SHALL BE PRESENT IN/UNDER SEDIMENT LOG.3.INLET PROTECTION SHALL BE CLEANED AS REQUIRED.4.MATERIALS AND ANY ACCUMULATED SEDIMENT SHALL BE REMOVED IN CONJUNCTION WITHTHE FINAL GRADING AND SITE STABILIZATION.STORM GRATESEDIMENT LOGCURBSTAKE ENDS (TYP)STAKE END (TYP)CURBSEDIMENT LOGCATCHBASINCURBSECTION VIEWPLAN VIEW42623A3BSLOPE INSTALLATIONNOTES:1.REFER TO MANUFACTURER RECOMMENDATIONS FOR STAPLE PATTERNS FOR SLOPE INSTALLATIONS.2.PREPARE SOIL BY LOOSENING TOP 1-2 INCHES AND APPLY SEED (AND FERTILIZER WHERE REQUIRED)PRIOR TO INSTALLING BLANKETS. GROUND SHOULD BE SMOOTH AND FREE OF DEBRIS.3.BEGIN (A) AT THE TOP OF THE SLOPE AND ROLL THE BLANKETS DOWN OR (B) AT ONE END OF THESLOPE AND ROLL THE BLANKETS HORIZONTALLY ACROSS THE SLOPE.4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 6" OVERLAP, WITH THEUPHILL BLANKET ON TOP.5.WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLESTYLE) WITH APPROXIMATELY 6" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY12" APART.6.BLANKET MATERIALS SHALL BE AS SPECIFIED OR AS APPROVED BY ENGINEER.5-DETAIL: EROSION CONTROL BLANKET - INSTALLATIONNOT TO SCALEFLOWFLOWSEDIMENT LOGWOOD STAKESEDIMENT LOGWOOD STAKEDETAIL: EROSION LOG - STAKING-3NOT TO SCALESIDE VIEW FLATFRONT VIEWFLOWSEDIMENT LOGSIDE VIEW ON SLOPETOP VIEWWOOD STAKEOVERLAP ENDSNOTES:1.INSTALL SEDIMENT LOG ALONG CONTOURS (CONSTANT ELEVATION).2.NO GAPS SHALL BE PRESENT UNDER SEDIMENT LOG. PREPARE AREA AS NEEDED TOSMOOTH SURFACE OR REMOVE DEBRIS.3.REMOVE ACCUMULATED SEDIMENT WHEN REACHING 1/3 OF LOG HEIGHT.4.MAINTAIN SEDIMENT LOG THROUGHOUT THE CONSTRUCTION PERIOD AND REPAIR ORREPLACED AS REQUIRED.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-04_EROSION CONTROL DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:02 PMrlg M:\Design\23101014.00\2310101400_Drawing_D 4_Erosion Control Details.dwg Plot at 0 12/21/2015 16:08:36..TEMPORARY EROSION CONTROL SEEDING NOTES:1.CONTRACTOR SHALL PERFORM TEMPORARY SEEDING IN ADDITION TO TEMPORARY MULCHINGON GRADED/DISTURBED AREAS WHEN THE SITE IS TO BE LEFT IDLE FOR LONGER THAN 21 DAYS -IN ACCORDANCE WITH MnDOT STANDARD SPECIFICATIONS SECTION 2575.3 B.1, USE COVERCROP AND MID-TERM STABILIZATION SEED MIXTURES AS SHOWN IN 3876, "SEED", TABLE 3876-1FOR TEMPORARY SEEDING2.PERFORM TEMPORARY MULCHING TO PROTECT THE SITE FROM EROSION WHEN LEFT IDLE FORMORE THAN ONE WEEK AND DURING NON-SEEDING PERIODS AND WHEN OUTSIDE THE SEEDINGAND SODDING DATES. FOR AREAS LESS THAN TWO ACRES, MULCH IN ACCORDANCE WITH MnDOTSTANDARD SPECIFICATIONS SECTION 2575.3.M, "RAPID STABILIZATION"REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRAAMINNEAPOLIS, MN.LANDSLIDE REPAIRSCHANHASSEN, MNTEMPORARY EROSION CONTROLDETAILS23101014.04-C-04D90% DESIGNNOT FOR CONSTRUCTIONCLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 554351.0 GENERAL CONSTRUCTION ACTIVITY INFORMATION:THIS STORMWATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN PREPARED IN COMPLIANCE WITH THE MINNESOTA GENERALSTORMWATER PERMIT FOR CONSTRUCTION ACTIVITY NO. MNR100001 (GENERAL PERMIT), AS REQUIRED BY THE MINNESOTAPOLLUTION CONTROL AGENCY (MPCA) UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSALSYSTEM (NPDES/SDS) PROGRAM.THE PROJECT IS LOCATED IN THE CITY OF CHANHASSEN, CARVER COUNTY, MINNESOTA. PROPOSED CONSTRUCTION ACTIVITIESWILL TAKE PLACE ALONG AND JUST SOUTH OF THE MINNESOTA BLUFFS REGIONAL TRAIL BETWEEN FLYING CLOUD ROAD ANDLAKOTA LANE. THE APPROXIMATE CENTROID OF THE PROJECT HAS A LATITUDE OF 44.819492 AND A LONGITUDE OF -93.526089.THIS PROJECT INVOLVES EROSION CONTROL, REPAIR AND REGRADING OF LANDSLIDE DAMAGED SLOPES, REPAIR OF DAMAGEDCULVERTS, INSTALLATION OF STORM SEWER AND MANHOLES AND SITE RESTORATION . THE PROJECT AS PROPOSED HAS A TOTALDISTURBANCE AREA OF 7.22 ACRES. EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE REQUIRED TO MINIMIZESEDIMENT FROM BEING TRANSPORTED INTO BLUFF CREEK, WHICH IS AN IMPAIRED WATER. REFER TO PROJECT DRAWINGS FORFURTHER DETAILS. (CSW PERMIT PART III.A.1)1.1 PROJECT SIZE AND CUMULATIVE IMPERVIOUS SURFACE:·THE ANTICIPATED AREA OF DISTURBANCE IS APPROXIMATELY 7.22 ACRES.·THE TOTAL AREA OF PRE-CONSTRUCTION IMPERVIOUS AREA IS APPROXIMATELY 0.70 ACRES.·THE TOTAL AREA OF POST-CONSTRUCTION IMPERVIOUS AREA IS APPROXIMATELY 0.70 ACRES.·THE TOTAL NEW IMPERVIOUS AREA IS APPROXIMATELY 0 ACRES.1.2 DATES OF CONSTRUCTION:·ANTICIPATED START DATE: TBDANTICIPATED END DATE: TBD1.3 CONTACT INFORMATION:OWNER: HENNEPIN COUNTY REGIONAL RAILROAD AUTHORITYMAILING ADDRESS: 701 4TH AVE. S. #400CONTACT PERSON: JESSICA GALATZTITLE: PROJECT MANAGERPHONE NUMBER: (612) 348-2691EMAIL ADDRESS: JESSICA.GALATZ@HENNEPIN.USALTERNATE CONTACT PERSON: KRISTINE STEHLYTITLE: PROJECT ENGINEERPHONE NUMBER: (612) 348-6370EMAIL ADDRESS: KRISTINE.STEHLY@HENNEPIN.USOPERATOR / GENERAL CONTRACTOR (WILL OVERSEE IMPLEMENTATION OF THE SWPPP): TBDMAILING ADDRESS:CONTACT PERSON: TITLE:PHONE NUMBER: EMAIL ADDRESS:PARTY RESPONSIBLE FOR LONG-TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM:HENNEPIN COUNTY REGIONAL RAILROAD AUTHORITYMAILING ADDRESS: 701 4TH AVE. S. #400CONTACT PERSON: JESSICA GALATZTITLE: PROJECT MANAGERPHONE NUMBER: (612) 348-2691EMAIL ADDRESS: JESSICA.GALATZ@HENNEPIS.US2.0 RECEIVING WATERS:WATERS WITHIN ONE MILE (NEAREST STRAIGHT LINE DISTANCE) THAT ARE LIKELY TO RECEIVE STORMWATER RUNOFF FROM THEPROJECT SITE (CSW PERMIT ITEM 5.10) INCLUDE:SPECIALIMPAIREDPUBLIC WATER WITH WORKNAME OF WATER BODYTYPE (1)WATER BODY ID (2)WATER? (3)WATER? (3)IN WATER RESTRICTIONS?BLUFF CREEKCREEK07020012-710NOYES NORICE LAKELAKE27-0132-00NONO NO(1) TYPE EXAMPLES: DITCH, POND, WETLAND, CALCAREOUS FEN, LAKE, STREAM, RIVER(2) WATER BODY IDENTIFICATION (ID) MIGHT NOT BE AVAILABLE FOR ALL WATER BODIES. USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT: HTTPS://WWW.PCA.STATE.MN.US/WATER/STORMWATER-SPECIAL-AND-IMPAIRED-WATERS-SEARCH(3) REFER TO CSW PERMIT SECTION 23. IMPAIRED WATER FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS(NUTRIENT EUTROPHICATION BIOLOGICAL INDICATORS), TURBIDITY, TOTAL SUSPENDED SOLIDS (TSS), DISSOLVED OXYGEN,OR AQUATIC BIOTA (FISH BIOASSESSMENT, AQUATIC PLANT BIOASSESSMENT, AND AQUATIC MACROINVERTEBRATE BIOASSESSMENT)2.1 SPECIAL AND IMPAIRED WATERS: THE MPCA'S SPECIAL AND IMPAIRED WATERS SEARCH TOOL WAS USED TO LOCATE SPECIALAND IMPAIRED WATERS WITHIN ONE MILE (AERIAL RADIUS MEASUREMENT) OF THE PROJECT SITE.BLUFF CREEK HAS ANEPA-APPROVED IMPAIRMENT FOR TURBIDITY AND FISH BIOTA. THESE IMPAIRMENTS ARE CONSIDERED CONSTRUCTION RELATEDAND REQUIRE ADDITIONAL BEST MANAGEMENT PRACTICES (BMPS) OR PLAN REVIEW FOR COMPLIANCE WITH THE GENERALPERMIT. (CSW PERMIT ITEM 2.7 AND SECTION 23)ADDITIONAL BMPS OR OTHER SPECIFIC CONSTRUCTION RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN AN APPROVEDTOTAL MAXIMUM DAILY LOAD (TMDL) INCLUDE IMMEDIATE STABILIZATION OF EXPOSED SOIL AREAS AND CONSTRUCTION OF ATEMPORARY SEDIMENTATION BASIN FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH 5 OR MORE ACRES . (CSWPERMIT ITEM 5.19)2.2 PUBLIC WATERS WITH WORK IN WATER RESTRICTIONS: THIS PROJECT DOES NOT INCLUDE WORK IN PUBLIC WATERS. (CSWPERMIT ITEM 5.11)2.3 WETLAND IMPACTS: THIS PROJECT DOES NOT INCLUDE WETLAND IMPACTS. (CSW PERMIT ITEMS 2.4 AND 2.10, AND SECTION 22)2.4 ENVIRONMENTAL REVIEW AND OTHER REQUIRED REVIEWS: STORMWATER MITIGATION MEASURES ARE NOT REQUIRED AS ARESULT OF AN ENVIRONMENTAL REVIEW (E.G., EAW OR EIS), ENDANGERED OR THREATENED SPECIES REVIEW, ARCHEOLOGICALSITE REVIEW, OR OTHER LOCAL, STATE, OR FEDERAL REVIEW CONDUCTED FOR THE PROJECT. (CSW PERMIT ITEMS 2.8, 2.9, AND5.16)2.5 KARST AREAS OR DRINKING WATER SUPPLY MANAGEMENT AREAS: THIS PROJECT DOES NOT INCLUDE ANY KARST ORDRINKING WATER SUPPLY MANAGEMENT AREAS. (CSW PERMIT ITEMS 16.19, 16.20, AND 18.10)3.0 PROJECT PLANS AND SPECIFICATIONS:REQUIRED FEATURESHEET NUMBER·PROJECT LOCATION AND CONSTRUCTION LIMITSG-01·EXISTING AND FINAL GRADES, INCLUDING DRAINAGE AREA BOUNDARIES, DIRECTIONS C-06,C-14,C-16OF FLOW AND ALL DISCHARGE POINTS WHERE STORMWATER IS LEAVING THE SITE ORENTERING A SURFACE WATER·SOIL TYPES AT THE SITEC-05A·LOCATIONS OF IMPERVIOUS SURFACESC-06,C-14,C-16·LOCATIONS OF AREAS NOT BE BE DISTURBED (E.G., BUFFER ZONES, WETLANDS, ETC.)C-06,C-14,C-16·LOCATIONS OF AREAS OF STEEP SLOPESC-06,C-14,C-16·LOCATIONS OF AREAS WHERE CONSTRUCTION WILL BE PHASED TO MINIMIZE DURATION NAOF EXPOSED SOILS·PORTIONS OF THE SITE THAT DRAIN TO A PUBLIC WATER WITH DNR WORK IN WATER NARESTRICTIONS FOR FISH SPAWNING TIMEFRAMES·LOCATIONS OF ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL C-03,G-05,G-06BMPS AS REQUIRED IN PERMIT SECTIONS 8 THROUGH 10 AND 14 THROUGH 19·BUFFER ZONES AS REQUIRED IN PERMIT ITEMS 9.17 AND 23.11C-06,C-14,C-16·LOCATIONS OF POTENTIAL POLLUTION-GENERATING ACTIVITIES IDENTIFIED IN PERMIT C-06,C-14,C-16SECTION 12·STANDARD DETAILS FOR EROSION AND SEDIMENT CONTROL BMPS TO BE INSTALLED C-04AT THE SITE4.0 BEST MANAGEMENT PRACTICES (BMPS):4.1 EROSION PREVENTION PRACTICES:1.BEFORE LAND DISTURBING ACTIVITIES BEGIN, THE LIMITS OF THE AREAS TO BE DISTURBED DURINGCONSTRUCTION WILL BE DELINEATED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.2.TEMPORARY STABILIZATION OF SOILS AND SOIL STOCKPILES: (CSW PERMIT ITEMS 8.4, 8.5, AND 23.9)a.AREAS OF EXPOSED SOIL WILL BE STABILIZED WITH EROSION CONTROL BLANKET, PRESERVATION OFMATURE VEGETATION, MULCH OR EQUIVALENT MEASURES.b.IF PRESENT, SOIL STOCKPILES WILL BE STABILIZED WITH MULCH (SUCH AS STRAW MULCH, EROSIONCONTROL BLANKETS OR EQUIVALENT MEASURES.c.TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY, OR ORGANIC COMPONENTS (E.G., CLEANAGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) AND THECONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS, AND SIMILAR SURFACES ARE EXEMPTFROM THESE STABILIZATION REQUIREMENTS.2.STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS: (CSW PERMIT ITEMS 8.6 THROUGH 8.8)a.IF SOILS WITHIN EXISTING STORMWATER DITCHES OR SWALES ARE DISTURBED, THEY WILL BESTABILIZED WITH CHANNEL EROSION CONTROL BLANKET, RIPRAP, TURF REINFORCEMENT MAT OREQUIVALENT MEASURES.b.MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE, OR SIMILAR EROSION PREVENTION PRACTICESWILL NOT BE USED TO STABILIZE ANY PART OF AN EXISTING STORMWATER DITCH OR SWALE WITH ACONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.c.THE LAST 200 LINEAL FEET OF LENGTH OF THE NORMAL WETTED PERIMETER OF ANY TEMPORARY ORPERMANENT DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE,OR DIVERTS WATER AROUND THE SITE, WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, ORFROM THE POINT OF DISCHARGE INTO ANY SURFACE WATER WILL BE STABILIZED WITHIN 24 HOURSAFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE.d.STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES ORSWALES WILL BE COMPLETED WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATEROR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY ORPERMANENTLY CEASED.3.ENERGY DISSIPATION AT PIPE OUTLETS: ENERGY DISSIPATION AT PIPE OUTLETS WILL BE PROVIDED WITHONE OR MORE OF THE FOLLOW METHODS: RIP RAP, SPLASH PADS, GABIONS, OR EQUIVALENT MEASURES.(CSW PERMIT ITEM 8.9)4.EROSION PREVENTION IMPLEMENTATION TIMELINES: (CSW PERMIT ITEMS 5.4, 8.4 THROUGH 8.6, AND 23.9)a.STABILIZATION OF EXPOSED SOIL AREAS (INCLUDING STOCKPILES) WILL BE INITIATED IMMEDIATELY TOLIMIT SOIL EROSION WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILYCEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14CALENDAR DAYS.b.IF THE EXPOSED SOIL AREAS DRAIN TO A DISCHARGE POINT THAT IS WITHIN ONE MILE (AERIAL RADIUSMEASUREMENT) OF A SPECIAL OR IMPAIRED WATER (SEE SECTION 2.0), STABILIZATION OF EXPOSEDSOIL AREAS (INCLUDING STOCKPILES) WILL BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSIONWHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANYPORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS.c.THE FOLLOWING ACTIVITIES CAN BE TAKEN TO INITIATE STABILIZATION: PREPPING THE SOIL FORVEGETATIVE OR NON-VEGETATIVE STABILIZATION, APPLYING MULCH OR OTHER NON-VEGETATIVEPRODUCT TO THE EXPOSED SOIL AREA, OR SEEDING OR PLANTING THE EXPOSED AREA.5.ADDITIONAL EROSION PREVENTION MEASURES: THE FOLLOWING ADDITIONAL EROSION PREVENTIONMETHODS WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION: (CSW PERMIT ITEMS 8.2, 8.3, AND8.10)a.SOIL DISTURBANCE WILL BE MINIMIZED WHEREVER POSSIBLE TO AID IN EROSION PREVENTION.b.EXISTING VEGETATION WILL BE PRESERVED WHEREVER POSSIBLE TO LIMIT EXPOSED SOIL AND THUSWILL SERVE AS NATURAL VEGETATIVE BUFFERS.c.EXPOSED SOIL ON STEEP SLOPES (≤3H:1V) WILL BE STABILIZED USING EROSION CONTROL BLANKETSAND SEEDING.d.HORIZONTAL SLOPE GRADING WILL BE UTILIZED TO MINIMIZE EROSION POTENTIAL.e.TERRACING WILL BE USED TO MINIMIZED EROSION POTENTIAL.4.2 SEDIMENT CONTROL PRACTICES:1.DOWNGRADIENT PERIMETER CONTROLS: (CSW PERMIT ITEMS 9.2 THROUGH 9.6)a.SEDIMENT CONTROL PRACTICES WILL BE ESTABLISHED ON ALL DOWNGRADIENT PERIMETERS ANDLOCATED UPGRADIENT OF ANY BUFFER ZONES. PERIMETER SEDIMENT CONTROLS WILL INCLUDE: SILTFENCE, SEDIMENT CONTROL LOGS / BIOROLLS (FILLED WITH COMPOST, WOOD CHIPS, ROCK, ETC.),VEGETATIVE BUFFERS (RETAIN EXISTING VEGETATION WHERE POSSIBLE), OR EQUIVALENT MEASURES.b.PERIMETER SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE ANY UPGRADIENTLAND‐DISTURBING ACTIVITIES BEGIN AND REMAIN IN PLACE UNTIL PERMANENT COVER HAS BEENESTABLISHED.c.IF SEDIMENT CONTROL PRACTICES HAVE BEEN ADJUSTED OR REMOVED TO ACCOMMODATESHORT‐TERM ACTIVITIES (SUCH AS CLEARING, GRUBBING, OR PASSAGE OF VEHICLES), THE CONTROLSMUST BE RE-INSTALLED IMMEDIATELY AFTER THE SHORT‐TERM ACTIVITY HAS BEENCOMPLETED. SEDIMENT CONTROL PRACTICES MUST BE RE-INSTALLED BEFORE THE NEXTPRECIPITATION EVENT, EVEN IF THE SHORT‐TERM ACTIVITY IS NOT COMPLETE.d.IF THE DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED (BASED ON FREQUENT FAILURE OREXCESSIVE MAINTENANCE REQUIREMENT), INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROLPRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TOIDENTIFY THESE ADDITIONAL PRACTICES.2.SOIL STOCKPILE PERIMETER CONTROLS: TEMPORARY SOIL STOCKPILES WILL BE SURROUNDED BY: DOUBLEROWS OF SILT FENCE, SEDIMENT CONTROL LOGS OR EQUIVALENT MEASURES, AND SHALL NOT BE PLACEDIN ANY NATURAL BUFFERS OR SURFACE WATERS.(CSW PERMIT ITEMS 9.9 AND 9.10)3.STORM DRAIN INLET PROTECTION: (CSW PERMIT ITEMS 9.7 AND 9.8)a.INLET PROTECTION BMPS WILL BE INSTALLED AROUND ALL STORM DRAIN INLETS DOWNGRADIENT OFCONSTRUCTION ACTIVITIES.b.STORM DRAIN INLETS WILL BE PROTECTED UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGINGTO THE INLET HAVE BEEN STABILIZED.c.INLET PROTECTION BMPS WILL BE: SEDIMENT CONTROL LOG, FILTER SACKS, OR EQUIVALENTMEASURES.4.VEHICLE TRACKING BMPS: (CSW PERMIT ITEMS 9.11 AND 9.12)a.VEHICLE TRACKING BMPS WILL BE INSTALLED TO MINIMIZE THE TRACKING OUT OF SEDIMENT FROMTHE CONSTRUCTION AREA AND WILL INCLUDE: ROCK PADS AND MUD MATS OR AN EQUIVALENTSYSTEM.b.IF SUCH VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKEDONTO THE PAVED ROAD, STREET SWEEPING WILL ALSO BE EMPLOYED. SEDIMENT WILL BE REMOVEDBY SWEEPING WITHIN 24 HOURS.5.PROTECTION OF INFILTRATION AREAS: IF NECESSARY, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSIONBERMS) WILL BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHENEXCAVATED PRIOR TO ESTABLISHING PERMANENT COVER WITHIN THE CONTRIBUTING DRAINAGE AREA.(CSW PERMIT ITEMS 16.4 AND 16.5)6.MINIMIZATION OF SOIL COMPACTION AND PRESERVATION OF TOPSOIL: SOIL COMPACTION WILL BEMINIMIZED AND TOPSOIL WILL BE PRESERVED WHERE POSSIBLE. (CSW PERMIT ITEMS 5.24, 9.14, AND 9.15)7.PRIORITIZATION OF ONSITE INFILTRATION AND SEDIMENT REMOVAL: (CSW PERMIT ITEM 9.16)a.PRIOR TO OFFSITE DISCHARGE, INFILTRATION AND SEDIMENT REMOVAL WILL BE IMPLEMENTEDONSITE WHERE POSSIBLE.b.DISCHARGES FROM BMPS WILL BE DIRECTED TO VEGETATED AREAS OF THE SITE (INCLUDING ANYNATURAL BUFFERS) IN ORDER TO INCREASE SEDIMENT REMOVAL AND MAXIMIZE STORMWATERINFILTRATION. IF EROSION IS NOTED TO OCCUR AS THE RESULT OF SUCH A DISCHARGE, VELOCITYDISSIPATION BMPS WILL BE CONSIDERED AND INSTALLED AS NECESSARY TO PREVENT EROSION.8.BUFFER ZONE OR REDUNDANT SEDIMENT CONTROLS TO PROTECT SURFACE WATERS: (CSW PERMIT ITEM9.17)a.A 50-FOOT NATURAL BUFFER WILL BE PRESERVED IN CONSTRUCTION AREAS DISCHARGING TO ANON-SPECIAL/NON-IMPAIRED SURFACE WATER OR WETLAND. IF A NON-SPECIAL/NON-IMPAIREDSURFACE WATER OR WETLAND IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCESAND STORMWATER FLOWS TO THE SURFACE WATER, OR WHEN A BUFFER IS INFEASIBLE, REDUNDANTSEDIMENT CONTROLS WILL BE PROVIDED.b.A 100-FOOT NATURAL BUFFER WILL BE PRESERVED IN CONSTRUCTION AREAS DISCHARGING TO ASPECIAL OR IMPAIRED SURFACE WATER. IF A SPECIAL OR IMPAIRED SURFACE WATER IS LOCATEDWITHIN 100 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THESURFACE WATER, OR WHEN A BUFFER IS INFEASIBLE, REDUNDANT SEDIMENT CONTROLS WILL BEPROVIDED.c.REDUNDANT PERIMETER CONTROLS WILL BE INSTALLED AT LEAST 5 FEET APART UNLESS LIMITED BYLACK OF AVAILABLE SPACE.9.USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) IS NOTANTICIPATED AS PART OF THE PROJECT. (CSW PERMIT ITEMS 5.22 AND 9.18)10.THE PROJECT WILL NOT INCLUDE 10 OR MORE ACRES OF DISTURBED SOIL DRAINING TO A COMMONLOCATION OR 5 OR MORE ACRES DRAINING TO A COMMONLOCATION WITHIN 1 MILE OR A SPECIAL ORIMPAIRED WATER THEREFORE TEMPORARY SEDIMENT BASINS ARE NOT REQUIRED. (CSW PERMIT ITEMS 5.6,9.13, AND 23.10 AND SECTION 14)4.3 DEWATERING AND BASIN DRAINING: NO DEWATERING OR BASIN DRAINING WILL OCCUR AS PART OF THISPROJECT. (CSW PERMIT SECTION 10 AND ITEM 10.5)4.4 BMP DESIGN FACTORS: THE FOLLOWING BMP DESIGN FACTORS HAVE BEEN CONSIDERED IN DESIGNING THETEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL BMPS:1.EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION OF PRECIPITATION.2.NATURE OF STORMWATER RUNOFF AND RUN‐ON AT THE SITE, INCLUDING FACTORS SUCH AS EXPECTEDFLOW FROM IMPERVIOUS SURFACES, SLOPES, AND SITE DRAINAGE FEATURES.3.STORMWATER VOLUME, VELOCITY, AND PEAK FLOW RATES TO MINIMIZE DISCHARGE OF POLLUTANTS INSTORMWATER AND TO MINIMIZE CHANNEL AND STREAMBANK EROSION AND SCOUR IN THE IMMEDIATEVICINITY OF DISCHARGE POINTS.4.RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT.(SEE PAGE 2 OF 2)CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-05_SWPPP.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:03 PMREVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTORM WATER POLLUTION PREVENTION PLAN(SWPPP)23101014.04-C-05D..90% DESIGNNOT FOR CONSTRUCTION.CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 554355.0 PERMANENT STORMWATER MANAGEMENT SYSTEM:A PERMANENT STORMWATER MANAGEMENT SYSTEM IS REQUIRED IF THE PROJECT RESULTS IN ONE ACRE OR MOREOF NEW IMPERVIOUS SURFACES OR RESULTS IN A NET INCREASE OF ONE OR MORE ACRES OF CUMMULATIVE NEWIMPERVIOUS SURFACES IN TOTAL OR IF THE PROJECT IS PART OF A LARGER PLAN OF DEVELOPMENT. (CSW PERMITITEM 15.3)5.1 A PERMANENT STORMWATER TREATMENT SYSTEM IS NOT REQUIRED. (CSW PERMIT ITEMS 5.15, 15.4-15.9, AND23.14)5.2 THIS IS NOT A LINEAR PROJECT WITH LACK OF RIGHT OR WAY. (CSW PERMIT ITEM 15.9)5.3 THIS PROJECT DOES NOT DISCHARGE TO A TROUT STREAM (OR A TRIBUTARY TO A TROUT STREAM). (CSW PERMITITEM 23.12)6.0 INSPECTION AND MAINTENANCE ACTIVITIES:6.1 PERSONS WITH REQUIRED TRAINING: TRAINED INDIVIDUALS INCLUDE THOSE PARTIES RESPONSIBLE FORINSTALLING, SUPERVISING, REPAIRING, INSPECTING, AND MAINTAINING EROSION PREVENTION AND SEDIMENTCONTROL BMPS AT THE SITE. TRAINED INDIVIDUALS ARE ALSO RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPPAND COMPLIANCE WITH THE GENERAL PERMIT UNTIL THE CONSTRUCTION ACTIVITIES ARE COMPLETE, PERMANENTCOVER HAS BEEN ESTABLISHED, AND A NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED. (CSW PERMIT ITEMS5.20, 5.21, AND 11.9 AND SECTION 21)THESE INDIVIDUALS WILL BE TRAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GENERAL PERMIT,INCLUDING THE REQUIREMENT THAT THE CONTENT AND EXTENT OF TRAINING WILL BE COMMENSURATE WITH THEINDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES.BELOW IS A LIST OF PEOPLE RESPONSIBLE FOR THIS PROJECT WHO ARE KNOWLEDGEABLE AND EXPERIENCED IN THEAPPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS.TRAINED INDIVIDUALRESPONSIBILITYTRAINING ENTITY* TRAINING DATEERIC FITZGERALDPREPARATION OF THE SWPPPUNIVERSITY OF MINNESOTASEPTEMBER 2017TBDOVERSIGHT OF SWPPP IMPLEMENTA- TBDTBDTION, REVISION, AND AMMENDMENTTBDPERFORMANCE OF SWPPP INSPECTIONSTBDTBDTBDPERFORMANCE OR SUPERVISION OF TBDTBDINSTALLATION, MAINTENANCE, ANDREPAIR OF BMPS*TRAINING DOCUMENTATION AVAILABLE UPON REQUEST. 6.2 FREQUENCY OF INSPECTIONS: A TRAINED PERSON WILL ROUTINELY INSPECT THE ENTIRE CONSTRUCTION SITE.(CSW PERMIT ITEMS 11.2, 11.10, AND 23.13)·AT LEAST ONCE EVERY 7 DAYS DURING ACTIVE CONSTRUCTION·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURSINSPECTION FREQUENCY MAY BE ADJUSTED UNDER THE FOLLOWING CIRCUMSTANCES:·WHERE PARTS OF THE CONSTRUCTION AREAS HAVE PERMANENT COVER, BUT WORK REMAINS ON OTHER PARTSOF THE SITE, INSPECTIONS OF THE AREAS WITH PERMANENT COVER MAY BE REDUCED TO ONCE PER MONTH.·WHERE CONSTRUCTION AREAS HAVE PERMANENT COVER AND NO CONSTRUCTION ACTIVITY IS OCCURRING ONTHE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDEDCOMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES.·WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THEINSPECTIONS MAY BE SUSPENDED. THE REQUIRED INSPECTIONS AND MAINTENANCE SCHEDULE MUST BEGINWITHIN 24 HOURS AFTER RUNOFF OCCURS AT THE SITE OR UPON RESUMING CONSTRUCTION, WHICHEVERCOMES FIRST.6.3 INSPECTION REQUIREMENTS: EACH CONSTRUCTION STORMWATER SITE INSPECTION WILL INCLUDE INSPECTIONOF THE FOLLOWING AREAS: (CSW PERMIT ITEMS 11.3 THROUGH 11.8)·ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENTMEASURES·SURFACE WATERS FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION·CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE OF OFFSITE SEDIMENT TRACKING·STREETS AND OTHER AREAS ADJACENT TO THE PROJECT FOR EVIDENCE OF OFF SITE ACCUMULATIONS OFSEDIMENT6.4 MAINTENANCE REQUIREMENTS: MAINTENANCE OF THE FOLLOWING AREAS AND BMPS WILL BE PERFORMED ASFOLLOWS: (CSW PERMIT ITEMS 11.3 THROUGH 11.8)·NONFUNCTIONAL BMPS WILL BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE ENDOF THE NEXT BUSINESS DAY AFTER DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS.·PERIMETER CONTROL DEVICES WILL BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOMENONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.·TEMPORARY AND PERMANENT SEDIMENTATION BASINS WILL BE DRAINED AND THE SEDIMENT REMOVED WHENTHE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.·DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS WILL BE REMOVED, AND THE AREAS WHERE SEDIMENTREMOVAL RESULTS IN EXPOSED SOIL WILL BE RE-STABILIZED. THE REMOVAL AND STABILIZATION WILL BECOMPLETED WITHIN 7 CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, ORPHYSICAL ACCESS CONSTRAINTS. IF PRECLUDED DUE TO ACCESS CONSTRAINTS, REASONABLE EFFORTS TOOBTAIN ACCESS WILL BE USED. REMOVAL AND STABILIZATION WILL TAKE PLACE WITHIN 7 CALENDAR DAYS OFOBTAINING ACCESS.·TRACKED SEDIMENT ON PAVED SURFACES WILL BE REMOVED WITHIN 1 CALENDAR DAY OF DISCOVERY.·AREAS UNDERGOING STABILIZATION WILL BE RESTABILIZED AS NECESSARY TO ACHIEVE REQUIRED COVER.6.5 RECORDKEEPING REQUIREMENTS: (CSW PERMIT ITEMS 11.11 AND 24.5 AND SECTIONS 6 AND 20)1.ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WILL BE RECORDED IN WRITING WITHIN 24 HOURS OF BEINGCONDUCTED AND THESE RECORDS WILL BE RETAINED WITH THE SWPPP. RECORDS OF EACH INSPECTION ANDMAINTENANCE ACTIVITY WILL INCLUDE THE DATE AND TIME; NAME OF INSPECTOR(S); FINDINGS OF INSPECTIONS;CORRECTIVE ACTIONS (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDDATE OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCHES IN 24 HOURS AND THE AMOUNT OF RAINFALL FOREACH EVENT.a.IF ANY DISCHARGE IS OBSERVED DURING THE INSPECTION, THE LOCATION AND APPEARANCE OF THEDISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUSINDICATORS OF POLLUTANTS) WILL BE DOCUMENTED AND A PHOTOGRAPH WILL BE TAKEN.2.THE SWPPP WILL BE AMENDED TO INCLUDE ADDITIONAL OR MODIFIED BMPS TO CORRECT PROBLEMS ORADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE,WEATHER, OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TOSURFACE WATERS OR GROUNDWATER.a.THE SWPPP WILL BE AMENDED WHEN INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER, OPERATOR,OR CONTRACTORS OR BY USEPA/MPCA OFFICIALS INDICATE THAT THE SWPPP IS NOT EFFECTIVE INELIMINATING OR MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER;THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES; OR THE SWPPP IS NOTCONSISTENT WITH A USEPA APPROVED TMDL.b.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION WILL BE DOCUMENTED ASREQUIRED WITHIN 7 CALENDAR DAYS.c.AMENDMENTS WILL BE COMPLETED BY AN APPROPRIATELY TRAINED INDIVIDUAL. CHANGES INVOLVING THEUSE OF A LESS STRINGENT BMP WILL INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMPIS EFFECTIVE FOR THE SITE CHARACTERISTICS.3.RECORDS RETENTION: THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTION AND MAINTENANCERECORDS WILL BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONALCONTROL OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER A FIELD OFFICE OR IN AN ON SITE VEHICLE DURINGNORMAL WORKING HOURS.4.RECORD AVAILABILITY: THE PERMITTEES WILL MAKE THE SWPPP, INCLUDING INSPECTION REPORTS,MAINTENANCE RECORDS, AND TRAINING RECORDS, AVAILABLE TO FEDERAL, STATE, AND LOCAL OFFICIALSWITHIN THREE DAYS UPON REQUEST FOR THE DURATION OF THE PERMIT COVERAGE AND FOR THREE YEARSFOLLOWING THE NOTICE OF TERMINATION.7.0 POLLUTION PREVENTION MEASURES:1.ANY CONSTRUCTION PRODUCTS AND LANDSCAPE MATERIALS THAT HAVE THE POTENTIAL TO LEACHPOLLUTANTS WILL BE STORED UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) TO PREVENTDISCHARGE OF POLLUTANTS THROUGH MINIMIZATION OF CONTACT WITH STORMWATER. STORAGE OF SUCHMATERIALS WITHIN THE PROJECT AREA WILL BE MINIMIZED TO THE EXTENT POSSIBLE. (CSW PERMIT ITEM 12.2)2.PESTICIDES, FERTILIZERS, AND TREATMENT CHEMICALS WILL BE STORED UNDER COVER (E.G., PLASTICSHEETING, TEMPORARY ROOFS, WITHIN A BUILDING, OR IN WEATHER-PROOF CONTAINERS) TO PREVENTDISCHARGE OF POLLUTANTS THROUGH MINIMIZATION OF CONTACT WITH STORMWATER. STORAGE OF SUCHMATERIALS WITHIN THE PROJECT AREA WILL BE MINIMIZED TO THE EXTENT POSSIBLE. (CSW PERMIT ITEM 12.3)3.HAZARDOUS MATERIALS AND TOXIC WASTE (E.G., OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINTSOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, ANDACIDS) WILL BE STORED AND DISPOSED OF IN COMPLIANCE WITH MINNESOTA RULES CHAPTER 7045, INCLUDINGSECONDARY CONTAINMENT (AS APPLICABLE). HAZARDOUS MATERIALS WILL BE PROPERLY STORED IN SEALEDCONTAINERS TO PREVENT SPILLS, LEAKS, OR OTHER DISCHARGES AND PREVENT PRECIPITATION FROM FALLINGONTO THE CONTAINERS OR STORED HAZARDOUS MATERIALS. (CSW PERMIT ITEMS 2.3 AND 12.4)4.SOLID WASTE WILL BE COLLECTED, STORED, AND DISPOSED OF PROPERLY IN COMPLIANCE WITH MINNESOTARULES CHAPTER 7035. THIS INCLUDES STORAGE WITHIN COVERED TRASH CONTAINERS AND DAILY REMOVAL OFLITTER AND DEBRIS. STORAGE OF SOLID WASTE WITHIN THE PROJECT AREA WILL BE MINIMIZED TO THE EXTENTPOSSIBLE. (CSW PERMIT ITEM 12.5)5.PORTABLE TOILETS WILL BE LOCATED AWAY FROM SURFACE WATERS AND POSITIONED AND SECURED TO THEGROUND SO THEY WILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE WILL BE DISPOSED OF INACCORDANCE WITH MINNESOTA RULES, CHAPTER 7041. PORTABLE TOILETS WILL BE PERIODICALLY EMPTIEDAND THE WASTE HAULED OFF-SITE BY A LICENSED HAULER. (CSW PERMIT ITEM 12.6)6.VEHICLE FUELING WILL ONLY OCCUR IN DESIGNATED AREAS. SPILL KITS SIZED APPROPRIATELY FOR THEAMOUNT OF REFUELING TAKING PLACE WILL BE LOCATED. SPILL KITS WILL BE CLEARLY LABELED AND CONTAINMATERIALS TO ASSIST IN SPILL CLEANUP INCLUDING ABSORBENT PADS, BOOMS FOR CONTAINING SPILLS, ANDHEAVY-DUTY PROTECTIVE GLOVES. SPILLS WILL BE REPORTED TO THE MINNESOTA DUTY OFFICER AS REQUIREDBY MINNESOTA STATUTES, SECTION 115.061. (CSW PERMIT ITEMS 2.3 AND 12.7)a.ANY FUEL TANKS BROUGHT ON-SITE WILL HAVE PROPERLY SIZED CONTAINMENT AND WILL NOT BE TOPPEDOFF TO AVOID SPILLS FROM OVERFILLING. FUEL TANKS WILL MEET INDUSTRY STANDARDS (DESIGNED TOHOLD FUEL TYPE, PROPERLY MAINTAINED, NOT ILLEGALLY MODIFIED, NOT MISSING LEAK INDICATORFLOATS FOR DOUBLE WALLED TANKS, SIGHT GAUGES NOT USED, ETC.) OR BE REMOVED FROM THE WORKAREA.b.GUIDELINES FOR SPILL PREVENTION AND RESPONSE INCLUDE:-TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS,INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED,INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE;-PERFORM REGULAR PREVENTATIVE MAINTENANCE ON TANKS AND FUEL LINES;-INSPECT PUMPS, CYLINDERS, HOSES, VALVES, AND OTHER MECHANICAL EQUIPMENT ON-SITE FORDAMAGE OR DETERIORATION;-DO NOT WASH OR RINSE FUELING AREAS WITH WATER;-MAINTAIN ADEQUATE SUPPLIES TO CLEAN UP DISCHARGED MATERIALS AND PROVIDE ANAPPROPRIATE DISPOSAL METHOD FOR RECOVERED SPILLED MATERIALS;-REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINNESOTA STATUTES, SECTION115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE; AND-MAINTAIN COPIES OF SAFETY DATA SHEETS (SDSS) FOR HAZARDOUS MATERIALS ON-SITE INLOCATIONS READILY AVAILABLE TO EMERGENCY RESPONDERS.7.IF VEHICLE AND EQUIPMENT WASHING IS NECESSARY, A VEHICLE WASH STATION WILL BE LOCATED IN ADESIGNATED AREA. RUNOFF FROM THE WASHING AREA WILL BE CONTAINED IN A SEDIMENT BASIN AND WASTEFROM THE WASHING ACTIVITY WILL BE PROPERLY DISPOSED OF. ANY SOAPS, DETERGENTS, OR SOLVENTS WILLBE PROPERLY USED AND STORED. ANY DETERGENTS AND OTHER CLEANERS NOT PERMITTED FOR DISCHARGEWILL NOT BE USED. (CSW PERMIT ITEMS 2.3 AND 12.8)8.THE PROJECT WILL NOT RESULT IN CONCRETE OR OTHER WASHOUT ACTIVITIES. IF NECESSARY, A DESCRIPTIONOF THE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOTCONTACT THE GROUND WILL BE ADDED. (CSW PERMIT ITEMS 2.3 AND 12.9)8.0 PERMANENT COVER AND PERMIT TERMINATION CONDITIONS:1.THE AREAS DISTURBED DURING CONSTRUCTION WILL BE STABILIZED WITH PERMANENT COVER UPONCOMPLETION OF WORK. PERMANENT COVER MAY BE VEGETATIVE OR NON-VEGETATIVE, AS APPROPRIATE.ESTABLISHMENT OF PERMANENT COVER MAY INCLUDE THE FOLLOWING ACTIVITIES: SEEDING, MULCHING, ANDEROSION CONTROL BLANKETS. (CSW PERMIT ITEM 5.17)2.FOR A CONSTRUCTION-SITE TO ACHIEVE “PERMANENT COVER”, THE FOLLOWING REQUIREMENTS MUST BECOMPLETED PRIOR TO TERMINATION OF PERMIT COVERAGE: (CSW PERMIT SECTIONS 4 AND 13)a.ALL SOIL DISTURBING CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED AND PERMANENT COVER HASBEEN INSTALLED OVER ALL AREAS. VEGETATIVE COVER CONSISTS OF A UNIFORM PERENNIAL VEGETATIONWITH A DENSITY OF 70% OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THEFUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION (SUCH AS IMPERVIOUS SURFACES OR THE BASEOF A SAND FILTER).b.ALL SEDIMENT HAS BEEN REMOVED FROM CONVEYANCE SYSTEMS, INCLUDING CULVERTS.c.ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS HAVE BEEN REMOVED.BMPS DESIGNED TO DECOMPOSE ON-SITE MAY BE LEFT IN PLACE.WITHIN 30 DAYS AFTER THE TERMINATION CONDITIONS ARE COMPLETE, A NOTICE OF TERMINATION (NOT) FORM WILLBE SUBMITTED TO THE MPCA.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-05_SWPPP.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:03 PMREVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTORM WATER POLLUTION PREVENTION PLAN(SWPPP)23101014.04-C-06D..90% DESIGNNOT FOR CONSTRUCTION.GOPHER STATE ONE CALL:CALL BEFORE YOU DIG.1-800-252-1166PROJECTLOCATIONPROJECT LOCATIONSCALE IN FEET20,00010,0000CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 ST-3ST-6PZ-1ST-5ST-4PZ-2SB-3SB-2SB-1ST-1SB-5SB-6SB-4ST-7ST-8ST-975 0 750760 76077077077078078078079079079080080080080080081081081081082082082082083083083083076015+33T0+00T1+00T2+00T3+00T4+00T5+00T6+00T7+00T8+00T9+00T10+00T11+00T12+00T13+00T14+00T15+00T82082 0 830 830818818818818822822 822822824824 824824826826826826 828828828828 832832832832 834834836836838838760770780790800810WTWTWTWTWTWTWTWTWTW TWTWTWTWTWTWTWTWTW T L178158208258308358408458158208258308358408450+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0015+32100' VCPVC STA: 2+00.00PVC ELEV: 833.40PVT STA: 3+00.00PVT ELEV: 831.00 100' VCPVC STA: 10+70.00 PVC ELEV: 836.02 PVT STA: 11+70.00 PVT ELEV: 838.92100' VCPVC STA: 6+60.00 PVC ELEV: 818.00 PVT STA: 7+60.00 PVT ELEV: 820.50 100' VCPVC STA: 5+10.00 PVC ELEV: 820.50 PVT STA: 6+10.00 PVT ELEV: 818.00 0.00%0.20%-5.00%5.00%0.79%NEW FENCE,SEEEXISTING TRAILEX I S T I N G C M P FINISHED TRAIL GRADEEXISTING GROUND1-PLAN: TRAIL MODIFICATIONSNSCALE IN FEET1005002-PROFILE: TRAIL MODIFICATIONSHORIZ. SCALE IN FEET100500100CONSERVATION EASEMENT5VERT. SCALE IN FEETEXISTING TRAILCADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-07_TRAIL MODIFICATIONS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 12:30 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435PROPERTY LINE (TYP)CONSTRUCTION LIMITSSuite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNTRAIL MODIFICATIONSPLAN AND PROFILE23101014.04-C-07D..90% DESIGNNOT FOR CONSTRUCTION.NEW STORM SEWER,SEE SHEET C-19EXISTING NORTH PIPENEW TRAIL,SEENORTH SLOPE REPAIR AREA,SEE SHEET C-17SOUTH AREA CULVERT OUTLETAND STREAMBANK REPAIR,SEE SHEET C-131C-102C-10NEW DRAINAGE CHANNEL WITH TRM,SEE SHEET C-193C-18CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 FG OFFSET2+00790800810820830840790800810820830840010203040500-10-20-30-40-50FG OFFSET2+50790800810820830840790800810820830840010203040500-10-20-30-40-50FG OFFSET3+00790800810820830840790800810820830840010203040500-10-20-30-40-50FG OFFSET3+50790800810820830840790800810820830840010203040500-10-20-30-40-50FG OFFSET4+00790800810820830840790800810820830840010203040500-10-20-30-40-50FG OFFSET4+5078079080081082083084078079080081082083084001020304050607080901000-10-20-30-40-50FG OFFSET5+0078079080081082083084078079080081082083084001020304050607080901000-10-20-30-40-50FG OFFSET5+5078079080081082083084078079080081082083084001020304050607080901000-10-20-30-40-50FG OFFSET6+0075076077078079080081082083084075076077078079080081082083084001020304050607080901001101201301401501600-10-20-30-40-50FG OFFSET6+5074075076077078079080081082083084074075076077078079080081082083084001020304050607080901001101201301401500-10-20-30-40-50FG OFFSET7+0075076077078079080081082083084075076077078079080081082083084001020304050607080901001101201301401500-10-20-30-40-50NOTE:SEE FOR FURTHER DETAILSON TRAIL SECTIONS, INCLUDING 2% CROSSSLOPE ON TRAIL SURFACE.REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNTRAIL MODIFICATIONSCROSS SECTIONS23101014.04-C-08D..90% DESIGNNOT FOR CONSTRUCTION.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-07_TRAIL MODIFICATIONS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:06 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435FINISHED GRADE (TYP.)EXISTING GROUND (TYP.)3:14:12:12:14%4%4%4%4%4%4%4%4%4%4%4%4%4%4%2:12:18:18:18:12C-101C-10CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 FG OFFSET7+5077078079080081082083084077078079080081082083084001020304050607080901001101200-10-20-30-40-50FG OFFSET8+0078079080081082083084078079080081082083084001020304050607080901000-10-20-30-40-50FG OFFSET8+5078079080081082083084078079080081082083084001020304050607080901000-10-20-30-40-50FG OFFSET9+0079080081082083084085079080081082083084085001020304050607080901000-10-20-30-40-50FG OFFSET9+50800810820830840850800810820830840850010203040500-10-20-30-40-50FG OFFSET10+00800810820830840850800810820830840850010203040500-10-20-30-40-50FG OFFSET10+50800810820830840850800810820830840850010203040500-10-20-30-40-50FG OFFSET11+00810820830840850810820830840850010203040500-10-20-30-40-50FG OFFSET11+50810820830840850810820830840850010203040500-10-20-30-40-50FG OFFSET12+00810820830840850810820830840850010203040500-10-20-30-40-50REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNTRAIL MODIFICATIONSCROSS SECTIONS23101014.04-C-09D..90% DESIGNNOT FOR CONSTRUCTION.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-07_TRAIL MODIFICATIONS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:07 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435FINISHED GRADE (TYP.)EXISTING GROUND (TYP.)Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 554354%4%2:14%4%4%4%4%4%4%4%4%4%2:12:12:14%4%NOTE:SEE FOR FURTHER DETAILSON TRAIL SECTIONS, INCLUDING 2% CROSSSLOPE ON TRAIL SURFACE.2C-101C-10CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-10_TRAIL SECTIONS AND DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:09 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 554351-SECTION: TRAIL MODIFICATION (TYPICAL) - STA. 5+00 TO 7+75NOT TO SCALE10' TRAIL5' MIN. SHOULDER5' MIN. SHOULDER4%6" THICK MnDOT CLASS 5 AGGREGATE BASE, 100% CRUSHED2.0%2H:1V MAX.NORTH SIDE6" TOPSOIL AND SEED (TYP.)EXISTING GROUNDTYPE 5 GEOTEXTILE FABRIC(AT ENGINEER'S DISCRETION)REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRCHANHASSEN, MNTRAIL MODIFICATIONSTYPICAL SECTIONS23101014.04C-10D..90% DESIGNNOT FOR CONSTRUCTION.SOUTH SIDE4%2-SECTION: TRAIL MODIFICATION (TYPICAL) - STA. 1+75 TO 5+00 AND STA. 7+75 TO 12+00NOT TO SCALE10' TRAIL5' MIN. SHOULDERVARIES - 5' MIN. SHOULDER4%2.0%NORTH SIDE6" TOPSOIL AND SEED (TYP.)EXISTING GROUNDSOUTH SIDE4%3" THICK 3/8" MINUS AGGREGATE SURFACINGCLASS SPECIAL(SEE TABLE 1 FOR GRADATION)PREPARE TOP 12" OF SUBGRADE IN ACCORDANCEWITH MnDOT STANDARD 2112NOTES:TEST ROLL SUBGRADE PRIOR TO AGGREGATEBASE INSTALLATION IN CONFORMANCE WITHMnDOT STANDARD SPECIFICATION 2111.NOTES:TEST ROLL SUBGRADE PRIOR TO AGGREGATEBASE INSTALLATION IN CONFORMANCE WITHMnDOT STANDARD SPECIFICATION 2111.6" THICK MnDOT CLASS 5 AGGREGATE BASE, 100% CRUSHEDTYPE 5 GEOTEXTILE FABRIC(AT ENGINEER'S DISCRETION)3" THICK 3/8" MINUS AGGREGATE SURFACINGCLASS SPECIAL(SEE TABLE 1 FOR GRADATION)3/8" MINUS GRADATION FORAGGREGATE SURFACING(CLASS SPECIAL)SIEVE SIZEPERCENT PASSING3/8"100#470-100#4020-50#20010-30TABLE 11.5'1.5'1.5'1.5'NOTES:1.3/8" MINUS AGGREGATE SURFACING SHALL BE100% CRUSHED LIMESTONE.2.3/8" MINUS AGGREGATE SURFACING MUSTCOME FROM KRAEMER MINING & MATERIALS,INC. OF BURNSVILLE, MN., IN ORDER TO MATCHCOLOR OF EXISTING TRAIL.2.0%2.0%PREPARE TOP 12" OF SUBGRADE IN ACCORDANCEWITH MnDOT STANDARD 2112CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 750750 75075076 0 76 0 760760770770770770770770780780780780780780790790790790790790800800800800800800800800800800810810810810810810810810810810820820820820820820820820830830830830830830830830EX I S T I N G C M P5+00T6+00T7+00T8+00T760760760760770770770770780780780780790790790790800800800800810810810810820820820820CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-11_SOUTH AREA SLOPE REPAIR PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 12:33 PM 1-NSCALE IN FEET40200PLAN: SOUTH AREA SLOPE REPAIRSuite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSOUTH AREA SLOPE REPAIRPLAN23101014.04-C-11D..90% DESIGNNOT FOR CONSTRUCTION.SOUTH CULVERT OUTLET MODIFICATIONS,SEE SHEET C-13PROPOSED DRAINAGE CHANNEL WITH FLEXIBLECONCRETE GEOGRID, SEE SHEET C-19PROPERTY LINE(TYP.)CONSTRUCTION LIMITSREMOVE EXISTING DAMAGED HEADWALLAND SLIP LINE IN EXISTING CULVERTSEE SHEET C-13FLARED END SECTIONSEE SHEET C-13REALIGNED TRAILTURF REINFORCEMENT MAT(CATEGORY 2)SEECLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012LEGENDRIPRAPTURF REINFORCEMENT MATFLEXIBLE CONCRETE GEOGRIDR-041 750755760765770775780785790795800805810815820825830835840750755760765770775780785790795800805810815820825830835840750755760765770775780785790795800805810815820825830835840750755760765770775780785790795800805810815820825830835840CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-11_SOUTH AREA SLOPE REPAIR PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:10 PM 1-SCALE IN FEET40200SECTION: SOUTH AREA SLOPE REPAIRSuite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFMTP2BARRMTP2HCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSOUTH AREA SLOPE REPAIRSECTIONS23101014.04-C-12D..90% DESIGNNOT FOR CONSTRUCTION.EXISTING CULVERTEXISTING GROUNDFINISHED GRADEEXISTING DAMAGED HEADWALLC NEW TRAILLC EXISTING TRAILL2-SCALE IN FEET40200SECTION: SOUTH AREA SLOPE REPAIR2H:1V MAX.EXISTING GROUNDFINISHED GRADEC NEW TRAILLC EXISTING TRAILL0-10-2010203040506070802H:1V MAX.90-30-40100110120130140150160CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 740740740740750750 750750760760760760770770770770780780780780790790800800810810820820830830EX . C M P A7507507607707807908008108 2 0 830 7707707807807907908008008108108208208308300+ 0 0 C 1 + 0 0 C2+00C2+37CSTART RIPRAPN: 165126.53E: 562060.20END RIRRAPN: 165112.13E: 561995.35START RIPRAPN: 165070.99E: 561911.86END RIPRAPN: 165026.13E: 561885.99INSTALL RIPRAP STILLING BASIN(BOTTOM EL. 740.85)SEEREMOVE EXISTING DAMAGED HEADWALLSEEPROPERTY LINE(TYP.)CONSTRUCTION LIMITSSLIP LINE EXISTING CULVERTWITH 95" x 67" CMP. INCLUDE 5'MIN. LENGTH INSIDE EXISTINGCULVERT AND 2' MIN. LENGTHOUTSIDE EXISTING CULVERT.SEEINSTALL 95" x 67" FLARED END SECTIONON SLIP-LINED ARCH PIPESEEEXISTING CHANNEL THALWEGPROPOSED DRAINAGE CHANNEL WITHFLEXIBLE CONCRETE GEOGRID,SEE SHEET C-19BOULDER CROSS VANESEEBOULDER CROSS VANESEECADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-13_SOUTH CULVERT PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/13/2019 8:41 AM1-SCALE IN FEET40200Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSOUTH AREA CULVERT OUTLET ANDSTREAMBANK REPAIR PLAN23101014.04-C-13D..90% DESIGNNOT FOR CONSTRUCTION.NPLAN: SOUTH AREA CULVERT OUTLET AND STREAMBANK REPAIR17.5'1C-141C-141C-14INSTALL SALVAGED MnDOT CLASS IV RIPRAPAT SLOPE TOE (24" MIN. DEPTH)SEEINSTALL SALVAGED MnDOT CLASS IVRIPRAP AT SLOPE TOE (24" MIN. DEPTH)SEE1C-16MINNESOTA BLUFFS LRT REGIONAL TRAIL1C-162C-151C-151C-15C-142C-143C-144NOTES:1.START AND END COORDINATES FOR SALVAGED RIPRAP AT SLOPETOE DELINEATE EXTENTS ALONG LENGTH OF CHANNEL. VERIFY ALLLOCATIONS IN THE FIELD WITH ENGINEER PRIOR TO INSTALLATION.2.REMOVE DEBRIS IN CHANNEL AS NECESSARY FOR WORK. DEBRISREMOVAL INCIDENTAL TO SALVAGED RIPRAP INSTALLATION.3.MINOR GRADING MAY BE NECESSARY ON SLOPE ABOVE PLACEDSALVAGED RIPRAP. SLOPE SHALL TIE-IN WITH TOP OF RIPRAP.INCIDENTAL TO RIPRAP PLACEMENT.EXISTING STREAM EXTENTSCLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 7407457507557607657407457507557607650+001+002+002+377357407507607357407507600102030400-10-20-30-407307407507607307407507600102030400-10-20-30-40CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-14_SOUTH CULVERT REPAIR DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:20 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..EXISTING 8' SPAN CMPAAPPROX. 25'APPROX. 5'Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSOUTH AREA CULVERT OUTLET REPAIRPROFILE AND SECTIONS23101014.04-C-14D..90% DESIGNNOT FOR CONSTRUCTION.FURNISH AND INSTALL 95" x 67" CMP FOR SLIP LININGEXISTING CULVERT. CONTRACTOR TO VERIFY SIZEAND FIT IN THE FIELD AND NOTIFY ENGINEER OF ANYDISCREPANCIES PRIOR TO ORDERING.SECTION: CMPA CULVERT SLIP LINE1-EXISTING GROUTEDANNULUS (ASSUMED)ORIGINAL CONCRETECULVERTEXISTING 4" SLOTTED PVCUNDERDRAINEXISTING SAND PACKEXISTING GROUTVERIFICATION PORTORIGINAL CONCRETECULVERTEXISTING GROUTINJECTION PORTEXISTING RIPRAPEXISTING GEOTEXTILEEXISTING TIMBER PILESEXISTING GROUTPLACED IN VOID(FEB., 2016)EXISTING GROUNDREMOVE EXISTING CONCRETE HEADWALLFINISHED GRADE2H:1V MAX.FURNISH AND INSTALL95" x 67" GS PIPE APRON5' MIN.2' MIN.INSTALL 3/4"Ø ASTM F1554, GR36, OR A36 THREADED ROD (GALV.).6" MINIMUM EPOXY GROUT EMBED. (6) EA. ROW, EQUALLY SPACEDAROUND CIRCUMFERENCE. CUT ROD FLUSH WITH NUT.FILL ANNULUS WITH CLSM HIGH DENSITYGROUT PER MnDOT 2519.3.A.2INSTALL 24" OF COARSE FILTERAGGREGATE, MnDOT 3149.2.HTYPE 4 GEOTEXTILE FABRIC87"-5.30%-1.00%PROFILE: CULVERT OUTLET AND STREAM CHANNEL4-HORIZONTAL SCALE IN FEET40200VERTICAL SCALE IN FEET20100FLARED END SECTION87"2' EXTENSIONEXISTING GROUNDFINISHED GRADEEL. 752.98EL. 743.85EL. 743.85EL. 740.8530'20'90' (STREAM WIDTH = 30')80' (STREAM WIDTH = 20')30" R270 RIPRAP3'SECTION: STREAM CHANNEL (30' BOTTOM WIDTH)2-SCALE IN FEET20100SECTION: STREAM CHANNEL (20' BOTTOM WIDTH)3-SCALE IN FEET20100EXISTING GROUNDFINISHED GRADE30'36" R470 RIPRAP30" R270 RIPRAPEXISTING GROUNDFINISHED GRADE3:13:13:13:112'12'20'12'12'2.5:18:18:18:14'4'12" B3 GRANULAR BEDDING12" B3 GRANULAR BEDDING36" R470 RIPRAP12" B3 GRANULAR BEDDING12" B3 GRANULAR BEDDINGBOULDER CROSS VANEBOULDER CROSS VANECCCC24"PLACE SALVAGED, CLASS III, OR CLASS IV RIPRAP BENEATHFLARED END SECTION AS NEEDED TO FACILITATE COARSEFILTER AGGREGATE PLACEMENT. THIS RIPRAP MATERIAL ANDPLACEMENT IS INCIDENTAL TO FLARED END SECTION.1'-0"2'-0"2'-0"CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 12'30' US VANE,20' DS VANE12'BOULDER ELEVATIONPOINTVARIES - 4' MINB3 GRANULAR BEDDINGOVERFLOW ELEVATION4'-6' AVERAGE DIAMETERFIELDSTONE BOULDERSA-SECTION: BOULDER CROSS VANENOT TO SCALENOT TO SCALEB-SECTION: BOULDER CROSS VANE 3H:1V3H:1VRIPRAP(36" R470 US VANE,30" R270 DS VANE)12" B3 GRANULAR BEDDINGEXISTING SUBGRADENOTES:1.CROSS VANE LOCATIONS AND ELEVATIONS ARE APPROXIMATE AND MAY BEMODIFIED IN THE FIELD BY THE ENGINEER.2.FINAL BOULDER PLACEMENT TO BE APPROVED BY THE ENGINEER IN THE FIELD.CONTRACTOR MAY BE REQUIRED TO ADJUST BOULDER ELEVATIONS AND ROTATION.3.THERE SHALL BE NO GAPS BETWEEN BOULDERS. RIPRAP BEDDING SHALL BEPLACED ON THE UPSTREAM SIDE OF THE BOULDERS TO PLUG SMALL GAPS (MAYREQUIRE HAND PLACEMENT).4.BOULDERS OF AN UNSUITABLE SHAPE MAY BE RE-LOCATED OR REJECTED.5.INSTALL EROSION CONTROL BLANKET ON DISTURBED BANKS.FLOW1-DETAIL: BOULDER CROSS VANE NOT TO SCALE18"12"TOE OF BANKBOULDER ELEVATIONPOINTTOP OF BANK4'-6' AVERAGE DIAMETERFIELDSTONE BOULDERSE312" APPROX.E2E1E3E2RIPRAP(36" R470 US VANE,30" R270 DS VANE)10'10'℄ CHANNEL (THALWEG)A-FLOW30°APPROX 30°APPROX12'30' US VANE20' DS VANE12'-BRIPRAP ANDGRANULAR FILTERTOP OF BANKTOP OF BANK2-7% UPWARD SLOPEE1E24'-6' AVERAGE DIAMETERFIELDSTONE BOULDERS10'10'TOE OF BANKTOE OF BANK2-DETAIL: STILLING BASINNOT TO SCALEPLAN VIEWSECTION VIEW D9'10'9'30'D-1330'3'EXISTING GROUNDSECTION VIEW CC-TIE INTO EXISTINGSTREAM CHANNEL3:1 20'20'3:13:1 3:11%12'20'131%BOTTOM EL. 740.85EL. 743.85EL. 743.8530" R270 RIPRAP12" B3 GRANULAR BEDDING13133'BOTTOM EL. 740.8528'EXISTING GROUND30" R270 RIPRAP12" B3 GRANULAR BEDDINGFLOWFLOWCADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-14_SOUTH CULVERT REPAIR DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:55 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSOUTH AREA CULVERT OUTLET REPAIRSECTIONS AND DETAILS23101014.04-C-15D..90% DESIGNNOT FOR CONSTRUCTION.BOULDER ELEVATION POINTSELEV. E1ELEV. E2ELEV. E3US VANE754.30750.30754.30DS VANE747.80743.80747.80CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 3' MIN.2.5H :1VEXCAVATED STREAM BED MATERIAL (COMPACT)8" THICK Mn/DOT GRANULAR FILTER24" THICK SALVAGED RIPRAP(MnDOT CLASS IV)TOPSOIL AND SEEDEXISTING SLOPEFILL WITH EXCAVATEDSTREAM BED MATERIALEXISTING STREAM BED2' MIN.1-DETAIL: RIPRAP TOE PROTECTIONNOT TO SCALEEXISTING TOE OF BANKCADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-16_STREAMBANK REPAIR DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 12:56 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTREAMBANK REPAIRDETAIL23101014.04-C-16D..90% DESIGNNOT FOR CONSTRUCTION.CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 780780790790800800810810 810810820820820820830830830830840840840840790790800800810810820820820820820820830830 830830830830840840840840820820830830840840850850860860850850 7907908008002+00N0+00N1+00N13+00T14+00T15+00T15+33T812812814814816816818820822780790800810820PROPOSED STORM SEWERSEECADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-17_NORTH AREA GRADING.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 12:35 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..1-PLAN: NORTH AREA SLOPE REPAIRNMINNESOTA BLUFFS LRT REGIONAL TRAILSCALE IN FEET40200POTENTIAL ACCESS ROUTEREVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNNORTH AREA SLOPE REPAIRPLAN23101014.04-C-17D..90% DESIGNNOT FOR CONSTRUCTION.PROPERTY LINEEXISTING WETLANDEXTENTSCONSERVATION EASEMENTBOUNDARYCONSTRUCTION LIMITSPROTECT EXISTING HEADWALLPROPERTY LINEPROTECT EXISTING FENCEFILL EXISTING 18" DIP WITH GROUTAND ABANDON IN PLACE,SEE C-181C-18INSTALL NEW CHAINLINK FENCESEECRUSHED VIRGIN CLASS III RIPRAP1C-193C-182C-18EXISTING I.E. 810.9(VERIFY IN FIELD PRIOR TODOWNSTREAM GRADING)FILL AREA TO EL. 810.9(COMMON EMBANKMENT)POTENTIAL ACCESS ROUTECLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 7727757807857907958008058108158208258308358408457727757807857907958008058108158208258308358408450+000+200+400+600+801+001+201+401+601+802+00FINAL GRADECONCRETE FOOTING (TYP.)3-DETAIL: WIRE FENCE DESIGN VINYL COATED6'-0"3'-0"NOT TO SCALE6" TYP.2'-6" 3"10'-0" MAX.CENTER TO CENTER12"END POST/PULL POST1 2LINE POST 1 3TOP RAIL 1 4 7CHAIN LINK FABRIC 1 6BOTTOM RAIL 1 4 74'-6" 3"ALTERNATE LINEPOST ANCHORAGENOTES:1.100% BONDED VINYL COATED - "BLACK", GALVANIZED 6GAGE.2.TERMINAL POSTS 9' END, CORNER OF PULL POST - 3" O.D.BLACK PIPE.3.LINE POSTS 9' x 2-1/2" SS 40.4.TOP RAIL SHALL BE 1-5/8" SS 30.5.ALL FITTING, TIES, LOOP CAPS, AND COMPONENT PARTSSHALL BE VINYL COATED "BLACK".6.CHAIN LINK FABRIC SHALL BE 2" MESH WITH KNUCKLEDSELVAGE TOP AND BOTTOM.7.FABRIC SHALL BE TIED BELOW TOP RAIL EVERY 12".8.FENCE SHALL BE GROUNDED.9.FENCE ALIGNMENT SHALL BE OFFSET 4' FROM EDGE OFTRAIL.10.REVIEW FENCE ALIGNMENT/EXTENTS WITH ENGINEERPRIOR TO INSTALLATION. ENGINEER MAY ALTER FENCEALINGMENT/EXTENTS.78079080081078079080081001020300-10-20-30EXISTING GROUNDCADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-18_NORTH AREA REPAIR DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 1:05 PMGGN M:\Design\23101014.00\2310101400_Drawing_N2-OPT2_NORTH AREA - STORM SEWER PLAN & PROFILE.dwg Plot at 0 04/06/2016 16:05:35.Xrefs in Drawing - M:\Design\23101014.00\2310101400_BASE_EXISTING-IMAGE.dwg M:\Design\23101014.00\2310101400_BASE_EXISTING-Planimetric.dwg M:\Design\23101014.00\2310101400_Base-Design-Planimetric.dwg M:\Design\23101014.00\2310101400_BASE_Borings(Carver County Coord).dwg 1-PROFILE: NORTH AREA SLOPE REPAIRSCALE IN FEET10020REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNNORTH AREA SLOPE REPAIRPROFILE, SECTION, AND DETAIL23101014.04-C-18D..90% DESIGNNOT FOR CONSTRUCTION.ABANDON EXISTING 18" DIP INPLACE WITH FLOWABLE FILLGROUTPROTECT EXISTINGHEADWALL1.5:1CRUSHED VIRGIN CLASS III RIPRAPEXISTINGPROPERTYLINECAP EXISTING 18" DIPPLUG WITH MANUFACTURED PLUG OR CAP SPECIFICALLYDESIGNED AND MANUFACTURED TO BE USED WITH TYPEOF PIPE (18" DIP) BEING ABANDONED OR BULKHEAD ENDWITH CEMENT GROUT PRIOR TO ABANDONING PIPE WITHFLOWABLE FILL.5'2-SECTION: NORTH AREA SLOPE REPAIR (STA. 0+43)SCALE IN FEET10020EXISTING GROUNDFINISHED GRADECRUSHED VIRGIN CLASS III RIPRAPNNNNNNNNNNNFINISHED GRADEFINISHED GRADEEL. 810.9FILL AREA (COMMON EMBANKMENT)CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 9+15S0+00S1+00S2+00S3+00S4+00S5+00S6+00S7+00S8+00S9+00S820820818818822822812812812812814814814814816816816816750750 750750760760770770780780790790800800800800810810820820820820830830830830800800 810810 820820 8 3 0 8 3 0 83083083 0 83 0 84 0 84 0 8108108208208308308408408508508608608 2 0 8 2 0 830830830830840840840840750750760760770770780780790790800800810810760760770770 7 8 0 7 8 0 7 9 0 7 9 0 800800810810810810820820810810808808812812812812ST-3ST-6PZ-1ST-1SB-5SB-6ST-7ST-8ST-97357407457507557607657707757807857907958008058108158208258308358408457357407457507557607657707757807857907958008058108158208258308358408450+001+002+003+004+005+006+007+008+009+009+158.49%17.00%PVI STA = -0+09.59PVI EL = 752.00PVI STA = 1+65.28PVI EL = 766.84 PVI STA = 3+42.73 PVI EL = 797.01 PVI STA = 4+72.41 PVI EL = 805.896.84%REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEAS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTORM SEWER AND DRAINAGE CHANNELPLAN AND PROFILE23101014.04-C-19D..90% DESIGNNOT FOR CONSTRUCTION.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-19_STORM SEWER PLAN AND PROFILE.DWG PLOT SCALE: 1:2 PLOT DATE: 12/13/2019 12:46 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..Suite 2004300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comPh: 1-800-632-2277MINNEAPOLIS, MN 55435EXISTING CMPA 1-NSCALE IN FEET60300CONSTRUCTION LIMITSSOUTH SLOPE REPAIRSEE SHEET C-11MINNESOTA BLUFFS LRT REGIONAL TRAILCONSERVATION EASEMENTTRAIL MODIFICATIONSSEE SHEET C-07PLAN: STORM SEWER AND DRAINAGE CHANNELBEATRICE I.ZWIERSONIRREV. TRUSTPARCEL LINEEXISTING FIBER OPTIC LINE2-HORIZONTAL SCALE IN FEET60300PROFILE: STORM SEWER AND DRAINAGE CHANNELVERTICAL SCALE IN FEET30150EXISTING GROUNDFINISHED GRADEPROPOSED DRAINAGE CHANNELSEE1C-2124" HDPE STORM SEWER -DIRECTIONAL DRILLED302 LF - 24" HDPE @ 1.57%(INSTALL USING DIRECTIONALDRILLING METHODS)24" CAS PIPE APRON(IE. 810.50)24" CAS PIPE APRON2.5:1RIPRAP STILLING BASINPROPOSED DRAINAGE CHANNEL WITHFLEXIBLE CONCRETE GEOGRIDSEE1C-21ROCK CHECK (TYP.)SEE2C-20RIPRAP STILLING BASINSEE1C-2024" CAS PIPE APRON(IE. 805.75)ROCK CHECK (TYP.)SPACED APPROX.EVERY 50'FILL AREA TO 810.9FILL AREAEL. 810.900.61%NOTES:1.INSTALL 24" HDPE AND NEW CHANNEL PRIOR TO PLUGGINGEXISTING NORTH 18" UNDER TRAIL EMBANKMENT.2.ENSURE VEGETATION IS AT LEAST 70% ESTABLISHED IN NEWCHANNEL PRIOR TO ALLOWING FLOW.3.INTLALL SEED , BLANKET, AND MULCH ONCE PROJECTDISTURBANCE IS COMPLETE AND IN ACCORDANCE WITHRESTORATION DESIGN/SPECIFICATIONS.24" CAS PIPE APRONSSSSSSSSSSSFINISHED GRADEPOTENTIAL ACCESS ROUTEST-3ST-6ST-7ST-8ST-9CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012ROCKCHECKSTATIONROCK CHECKTOP ELEV.10+27756.3020+82760.9731+39765.8041+96743.6352+52783.1563+09792.8473+62799.5584+13802.92 DIA.L41411-FLARED END SECTIONFLOWE 2'NOTES:PIPE SIZES LARGER THAN THOSE SHOWN REQUIRE ASPECIAL DESIGN.REQUIREMENTS FOR RIPRAP SIZE AND THICKNESS ANDFILTER BLANKET SHALL BE DESIGNATED IN THE PLANS.1.FOR PIPES GREATER THAN OR EQUAL TO 30", USE 1.5'.2.DIMENSION E IS GIVEN ON STANDARD PLATES 3100 AND3110.SECTION: RIPRAP OUTFALL-RIPRAP1'B-AMnDOT GRANULARFILTER MATERIAL1RIPRAPMnDOT GRANULARFILTER MATERIAL1'12'A--B--SECTION: RIPRAP OUTFALLNOT TO SCALEDETAIL: RIPRAP OUTFALLNOT TO SCALENOT TO SCALETABLE OF QUANTITIESRIPRAP AT PIPE OUTLETSCLASS IId50 = 6"CLASS IIId50 = 9"CLASS IVd50 = 12"DIA. OFROUNDPIPE (IN.)L(FT.)12" DEPTHRIPRAP(CU. YD.)6" DEPTHGRANULARFILTER(CU. YD.)18" DEPTHRIPRAP(CU. YD.)9" DEPTHGRANULARFILTER(CU. YD.)24" DEPTHRIPRAP(CU. YD.)12" DEPTHGRANULARFILTER(CU. YD.)24125.52.88.34.211.05.52'2'2MnDOT CLASS IV RANDOMRIPRAP AND MnDOTGRANULAR FILTERCLASS IV RIPRAP6'10'36"2:12:12:12:1CLASS IV RIPRAPFLEXIBLE CONCRETE GEOGRID(FLEXAMAT OR APPROVED EQUAL)DETAIL: ROCK CHECKNOT TO SCALEA-SECTION: ROCK CHECK NOT TO SCALE6'12"B-SECTION: ROCK CHECK NOT TO SCALEFLOWFLOWCLASS IV RIPRAPB-24"OVERFLOWELEVATION5'-2A-FLEXIBLE CONCRETE GEOGRID(FLEXAMAT OR APPROVED EQUAL)12"2'NOTES:1.CUT FLEXIBLE CONCRETE GEOGRID AT EACH ROCK CHECKAS NECESSARY TO IMPROVE GEOGRID FLEXIBILITY ANDFORM TRENCH FOR ROCK CHECK.2.PROVIDE MINIMUM OF 3-FT. OVERLAP OF GEOGRID ATBREAK BELOW ROCK CHECK WITH UPSTREAM GEOGRIDLAYER PLACED ON TOP OF DOWNSTREAM GEOGRID.3.VERIFY INSTALLATION AND REQUIRED STAKING WITHMANUFACTURER PRIOR TO INSTALLATION.PROVIDE MIN. 3-FT. OVERLAPAT BREAK BELOW ROCK CHECKCULVERT INVERTREVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTORM SEWER AND DRAINAGE CHANNELSECTIONS AND DETAILS23101014.04-C-20D..90% DESIGNNOT FOR CONSTRUCTION.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-20_STORM SEWER DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/13/2019 9:00 AMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 10'4'2'4'2'2'SLOPE AND WIDTH VARY1-SECTION: DRAINAGE CHANNEL NOT TO SCALESEE DETAIL 2 FOR KEY6" MIN. TOPSOIL WITH SEED ANDCATEGORY 3 EROSION CONTROLBLANKET. EXTEND EROSIONCONTROL BLANKET 10' MIN. FROMEDGE OF FLEXIBLE CONCRETEGEOGRID.FLEXIBLE CONCRETE GEOGRIDNOTES:1.ALL FLEXIBLE CONCRETE GEOGRID TO BE FLEXAMAT OR APPROVED EQUAL.2.FLEXIBLE CONCRETE GEOGRID IS TO BE LAID IN A SHINGLED MANNER SO THE UPSTREAM ROW IS LAIDOVER THE TOP OF THE DOWNSTREAM ROW AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'SGUIDELINES.3.FOR GENERAL INSTALLATION INFORMATION SEE DETAIL 2.4.PLACE TOPSOIL PRIOR TO INSTALLATION OF FLEXIBLE CONCRETE GEOGRID AND GRADE TO BESMOOTH PER MANUFACTURER GUIDELINES.216" MIN. TOPSOIL AND SEED BELOWFLEXIBLE CONCRETE GEOGRIDCADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_C-20_STORM SEWER DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 3:27 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSTORM SEWER AND DRAINAGE CHANNELSECTIONS AND DETAILS23101014.04-C-21D..90% DESIGNNOT FOR CONSTRUCTION.DETAIL: FLEXIBLE CONCRETE GEOGRID INSTALLATION (FLEXAMAT OR APPROVED EQUAL)NOT TO SCALE-2CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012 750750750750760760760760770770 770770780780780780780780 780780790790790790790790800800800800800800800800810810810810810810 81081082 082 0 82 0 82 0 820820820820820820820820830830830830830830 830830830830830830 830830840840840840CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_R-01_RESTORATION PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 3:21 PM CONSTRUCTION LIMITSMINNESOTA BLUFF LRT REGIONAL TRAIL1-PLAN: SEEDING NSCALE IN FEET120600WOODLAND EDGE SOUTH SEED MIX(MnDOT 36-211)SYMBOL AND PATTERN LEGEND580578CONSTRUCTION LIMITSEXISTING 10' CONTOUREXISTING 2' CONTOURRESTORATION NOTES:1.ALL GROUND DISTURBANCE GENERATED FROM GRADING ACTIVITIESSHALL BE DECOMPACTED TO A MINIMUM DEPTH OF 12", STABILIZED ANDRESTORED WITH A MINIMUM OF 6 INCHES OF TOPSOIL, SEED WITH COVERCROP, AND EROSION CONTROL BLANKET OR STRAW MULCH. THETOPSOIL USED FOR RESTORATION MAY BE STOCKPILED FROM GRADINGAREAS.2.SEED ANY DISTURBED AREAS OUTSIDE THE CONSTRUCTION LIMITS WITHTHE SPECIFIED SEED MIX.3.ANY EXOTIC INVASIVE PLANTS AND WEEDS WITHIN THE SEEDING AREASSHALL BE SPRAYED WITH HERBICIDE 14 DAYS PRIOR TO SEEDING.SIGNAGE INDICATING THE USE OF HERBICIDES MUST BE POSTED ON SITE.4.ALL HERBICIDE APPLICATION SHALL BE APPLIED BY A LICENSEDAPPLICATOR WITHIN THE STATE OF MINNESOTA.5.SEED IN ACCORDANCE WITH THE SPECIFICATIONS. SEEDING IS TO TAKEPLACE IMMEDIATELY FOLLOWING FINAL GRADING AND SOIL PLACEMENTTO PREVENT EROSION AND COMPACTION.6.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. IN THE CASEOF ANY DISCREPANCIES BETWEEN THIS DETAIL, PLANS, ORSPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN.REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNSEEDING PLAN23101014.04-R-01D..90% DESIGNNOT FOR CONSTRUCTION.NATIVE CONSTRUCTION SEED MIX(MnDOT 32-241)REALIGNED GRAVEL TRAILSTORMWATER SOUTH SEED MIX(MnDOT 33-261)WET PRAIRIE SEED MIX(MnDOT 34-262)RIPRAPPROPOSED TRAILCLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012CLEARING LIMITS 750750750750760760 760760770770 770770780780780780780780780780780780 7807807907907907907907907907907907907907908008008008008008008008008008008008008108108108108108108108108108108108108208208208208208208208208208208208208208208208208308308308308308308308308308308308308308308408408408408408408 4 0 8 4 0 840840 8508508 5 0 8 5 0 850850860860 8608608 6 0 8 6 0 87087087087087 0 87 0 CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_R-02_PLANTING PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 1:46 PM CONSTRUCTION LIMITSMINNESOTA BLUFF LRT REGIONAL TRAIL1-PLAN: EROSION CONTROL BLANKET MULCH PLAN NRIPRAPSYMBOL AND PATTERN LEGEND580578CONSTRUCTION LIMITSEXISTING 10' CONTOUREXISTING 2' CONTOURREVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNEROSION CONTROL BLANKET ANDMULCH PLAN23101014.04-R-02A..90% DESIGNNOT FOR CONSTRUCTION.REALIGNED GRAVEL TRAILSCALE IN FEET120600CLIENTBIDCONSTRUCTION12/13/19----------------------------------ABC0123FLEXIBLE CONCRETE GEOGRID(FLEXAMAT OR APPROVED EQUAL)EROSION CONTROL BLANKET(MnDOT CAT. 3N)DISK ANCHORED MULCHCLEARING LIMITSCLEARING LIMITS 750750750750760760 760760770770 770770780780780780780780780780780780 7807807907907907907907907907907907907907908008008008008008008008008008008008008108108108108108108108108108108108108208208208208208208208208208208208208208208208208308308308308308308308308308308308308308308408408408408408408 4 0 8 4 0 840840 8508508 5 0 8 5 0 850850860860 8608608 6 0 8 6 0 87087087087087 0 87 0 CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_R-02_PLANTING PLAN.DWG PLOT SCALE: 1:2 PLOT DATE: 12/12/2019 1:52 PM CONSTRUCTION LIMITSMINNESOTA BLUFF LRT REGIONAL TRAIL1-PLAN: EROSION CONTROL BLANKET AND TREE PLANTING PLAN NRIPRAPSYMBOL AND PATTERN LEGEND580578CONSTRUCTION LIMITSEXISTING 10' CONTOUREXISTING 2' CONTOURNOTES:1.ALL TREES GREATER THAN 6" DIAMETER AT BREAST HEIGHT REMOVED DURINGCONSTRUCTION SHALL BE REPLACED AT A 1:1 RATIO.2.ESTIMATED TREE REPLACEMENT QUANTITIES ARE PROVIDED IN THE TREEPLANTING SCHEDULE FOR BIDDING PURPOSES.3.ACTUAL TREE REPLACEMENT QUANTITY WILL VARY FROM THE PLANTINGSCHEDULE BASED ON NUMBER AND SPECIES OF TREES REMOVED DURINGCONSTRUCTION.4.BOTH CONTRACTOR AND ENGINEER SHALL KEEP A LOG OF ALL TREES GREATERTHAN 6" DIAMETER AT BREAST HEIGHT REMOVED DURING CONSTRUCTION TODETERMINE TREES TO BE PLANTED.5.APPROXIMATE AREAS FOR TREE PLANTING ARE SHOWN ON THE PLAN VIEW. FIELDSTAKE LOCATIONS OF PROPOSED TREES IN THE FIELD FOR REVIEW ANDAPPROVAL BY ENGINEER PRIOR TO PLANTING.REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNTREE PLANTING PLAN23101014.04-R-03A..90% DESIGNNOT FOR CONSTRUCTION.REALIGNED GRAVEL TRAILSCALE IN FEET120600CLIENTBIDCONSTRUCTION12/13/19----------------------------------ABC0123Common NameBotanic NameSizeSpacing (ft)Replacement% of TotalRemovedQuantity(Estimated)IronwoodOstrya virginiana #10 Cont.10 O.C.4%TBDDowny ServiceberryAmelanchier arborea#10 Cont.10 O.C.3%TBDAmerican LindenTilia americana#10 Cont.15 O.C.8%TBDNorthern Pin OakQuercus ellipsoidalis#10 Cont.15 O.C.3%TBDSugar MapleAcer saccharum#10 Cont.15 O.C.50%TBDRed OakQuercus rubra#10 Cont.15 O.C.3%TBDHackberryCeltis occidentalis#10 Cont.10 O.C.10%TBDNorthern Strain RedbudCercis canadensis#10 Cont.15 O.C.2%TBDSwamp White OakQuercus bicolor#10 Cont.15 O.C.3%TBDBlack CherryPrunus serotina#10 Cont.10 O.C.4%TBDCottonwoodPopulus deltoides#10 Cont.15 O.C.10%TBDTotalTBD2-TABLE: ESTIMATED TREE PLANTING SCHEDULETREE PLANTING NOTES:1.REMOVE DEAD OR DAMAGED BRANCHES.RETAIN THE NATURAL FORM OF PLANT. DO NOTCUT THE LEADER2.IF ROOT FLARE IS NOT EXPOSED WITHIN THECONTAINER EXCAVATE SURFACE SOIL TO BASEOF ROOT FLARE.3.DIG PLANT HOLES 6" MIN. LARGER THAN ROOTMASS, ALL SIDES.4.SCARIFY BOTTOM AND SIDES OF HOLE PRIORTO PLANTING5.SET TREE ON LIGHTLY FIRMED BACKFILL SOILSO ROOT FLARE IS EVEN WITH FINISH GRADE.6.BACKFILL WITH PLANTING SOIL AND FIRM SOILAROUND ROOT MASS TO MAINTAIN PLUMB ANDENSURE NO AIR GAPS AROUND ROOT MASS.7.CONSTRUCT 3" WATERING BASIN. THOROUGHLYWATER WITHIN 3 HOURS OF INSTALLATION.8.PLACE SHREDDED HARDWOOD MULCH (MN/DOTSPEC 3882.2 TYPE 6 - WEED SEED FREESHREDDED HARDWOOD.) TO A RADIUS OF 24"AND TO A DEPTH OF 3" AROUND TREE (SOILPREPARED AS PER PLAN).9.NO MULCH TO BE IN CONTACT WITH BASE OFPLANT.10.CONTRACTOR IS RESPONSIBLE FORMAINTAINING TREES IN A PLUMB POSITIONTHROUGHOUT THE GUARANTEE PERIOD.11.CONTRACTOR TO WATER AS NECESSARYTHROUGHOUT GUARANTEE PERIOD TOMAINTAIN IN A HEALTHY CONDITION. AT THEEND OF THE GUARANTEE PERIOD ALL TREESTHAT ARE DEAD OR DETERMINED UNHEALTHYOR UNSIGHTLY SHALL BE REPLACED ATCONTRACTOR'S EXPENSE.DETAIL: TREE PLANTING3-NOT TO SCALETREE PER SCHEDULE3" SHREDDEDHARDWOOD MULCH(INCIDENTAL TO TREEINSTALLATION)BACKFILL SOILEXISTING SUBGRADEFINISH GRADETYP.ROOT FLARE, TO BE AT GRADEAND NOT COVERED WITH MULCHOR SOULPRUNE AND REMOVEADVANTAGEOUS AND FIBROUSROOTS ABOVE ROOT FLARE24" MIN.FLEXIBLE CONCRETE GEOGRID(FLEXAMAT OR APPROVED EQUAL)TREE PLANTING AREACLEARING LIMITSCLEARING LIMITS 12"12"CHECK SLOT NOTES:1.SECURE AT 12 IN. INTERVALS, BACKFILL AND COMPACT SOIL.2.CHECK SLOTS TO BE PLACE EVERY 25' ALONG FLOW LINE.WATER FLOWANCHOR TRENCH NOTES:1.SECURE AT 12 IN. INTERVALS, BACKFILL AND COMPACT SOIL.2.FOR SLOPES, CONSTRUCT TOP ANCHOR TRENCH 2 FT. BEYOND CREST OFSLOPE.30" MIN.12"12"INTERMITTENT CHECK SLOTTOP ANCHOR TRENCHTRM ANCHOR PATTERNWATER FLOW2 FT.2 FT. 4 FT.ANCHOR NOTES:1.PLACE ANCHORS ACCORDING TO THE ABOVE PATTERN.2.OVERLAP BETWEEN ROLLS IS 6 IN. MINIMUM.3.SPLICE BETWEEN ROLLS IS 18 IN. MINIMUM4.ALWAYS INSTALL DOUBLE ROW OF PINS SPACED 12" APART AT ALL ROLLSPLICES.5.INSTALL PINS DOWN THE CENTER OF EACH MAT STAGGERING THE OUTSIDEPINS.6.ANCHORS SHALL BE AT MINIMUM 12 IN. STEEL NAILS WITH 1-1/2 IN.WASHERS OR 12 IN. U-SHAPED WIRE STAPLES. LONGER ANCHORS MAY BEREQUIRED FOR LOOSE SOILS. ANCHORS MUST PROVIDE SUFFICIENTGROUND PENETRATION TO RESIST PULLOUT.ANCHORS (TYP)TRM INSTALLATION NOTES:1.PLACE A MINIMUM OF 4 IN. OF TOPSOIL ON SLOPE.2.PLACE APPROXIMATELY 50% OF THE SPECIFIED SEED AND RAKE SEED INTO SOIL PRIORTO PLACEMENT OF TRM.3.INSTALL AND ANCHOR TRM AS SHOWN AND AS SPECIFIED.4.PLACE ADDITIONAL TOPSOIL (PULVERIZED, DRY, LOOSE) OVER TRM ROUGHLY 1 IN. THICKOR UNTIL THE TRM IS BARELY VISIBLE.5.APPLY REMAINING 50% OF SEEDING ON TOP OF SOIL FILLED TRM AND LIGHTLY RAKE INTOSOIL USING THE FLAT SIDE OF A RAKE.6.HYDROMULCH MAY BE SUBSTITUTED FOR THE APPROACH IN STEP 5.TURF REINFORCEMENT MAT(TRM)TURF REINFORCEMENT MAT(TRM)ANCHORANCHORS (TYP)NOT TO SCALEDETAIL: TURF REINFORCEMENT MAT-1NOTE:1. SECURE AT 12 IN. INTERVALS, BACKFILL AND COMPACT SOILEDGE TERMINATION ANCHOR TRENCHWATER FLOW12"12"ANCHORS (TYP.)TURF REINFORCEMENT MAT (TRM)REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FORRELEASEDDATE RELEASEDApprovedDesignedDrawnCheckedDateScaleDWG. No.BARR PROJECT No.CLIENT PROJECT No.REV. No.Minneapolis, MinnesotaPh: 1-800-632-2277Corporate Headquarters:DATELICENSE #SIGNATUREI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA.BARR ENGINEERING CO.Project Office:PRINTED NAMEPh: 1-800-632-2277MINNEAPOLIS, MN 554354300 MARKETPOINTE DRIVEFax: (952) 832-2601www.barr.comSuite 200AS SHOWN12/13/2019EPFAKHBARRAKHHCRRAMINNEAPOLIS, MNLANDSLIDE REPAIRSCHANHASSEN, MNRESTORATION DETAILS23101014.04-R-04D..90% DESIGNNOT FOR CONSTRUCTION.CADD USER: Eric P. Fitzgerald FILE: M:\DESIGN\23101014.04\2310101404_R-04_RESTORATION DETAILS.DWG PLOT SCALE: 1:2 PLOT DATE: 12/11/2019 1:46 PMrlg M:\Design\23101014.00\2310101400_Drawing_D 4_Erosion Control Details.dwg Plot at 0 12/21/2015 16:08:36..CLIENTBIDCONSTRUCTION03/07/1904/19/1910/09/1912/13/19-------------------------------ABCD012