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2_Plans_Holasek Business Park_rev SPR 11-02-2018
VICINITY MAPSITEGalpin BlvdDEVELOPER:EDEN TRACE CORPORATION8821 SUNSET TRAILCHANHASSEN, MN 55317PHONE: 952-361-0722CONTACT: MARK UNDESTADARCHITECT:EDWARD FARR ARCHETECTS7710 GOLDEN TRIANGLE DRIVEEDEN PRAIRIE, MN 55344PHONE: 952-943-9660CONTACT: DON ANDERSENCIVIL ENGINEER:SAMBATEK12800 WHITEWATER DR, STE 300MINNETONKA, MN 55343PHONE: 763-476-6010CONTACT: PETE MOREAUSURVEYOR:LANDSCAPING:SAMBATEK12800 WHITEWATER DR, STE 300MINNETONKA, MN 55343PHONE: 763-476-6010CONTACT: CRAIG JOHNSONSAMBATEK12800 WHITEWATER DR, STE 300MINNETONKA, MN 55343PHONE: 763-476-6010CONTACT: WILLIAM DELANEYHolasek Business Park8610 Galpin BoulevardChanhassen, MNCIVILARCHITECTURALSHEET INDEX:A0 COVER SHEETC2.01 EXISTING CONDITIONS - SHEET 1C2.02 EXISTING CONDITIONS - SHEET 2C2.03 PRELIMINARY PLATC3.01 SITE PLANC4.01 GRADING PLANC4.02 GRADING NOTESC5.01 PHASE I EROSION CONTROL PLANC5.02 PHASE II EROSION CONTROL PLANC5.03 EROSION CONTROL NOTES & DETAILSC6.01 UTILITY PLAN A1 ARCHITECTURAL SITE PLANA2 BUILDING A FLOOR PLAN / ELEVATIONSA3 BUILDING B FLOOR PLAN / ELEVATIONS /SITE SECTIONSLANDSCAPINGL1.01 LANDSCAPE PLANL1.02 SHRUB PLAN NORTHL1.03 SHRUB PLAN SOUTH & DETAILSL2.01 TREE PRESERVATION CANOPY PLANELECTRICAL1 of 1 SITE LIGHTING PHOTOMETRIC PLANSheet TitleProject NumberSheet NumberIssued ForDateLocationProjectClientProject ManagerDateReg. No.I hereby certified that this plan,specification or report was prepared byme or under my direct supervision andthat I am a duly Licensed Architectunder the laws of the State ofMinnesotaEdward A. Farr©COPYRIGHT 2018C:\Users\DLA\Documents\18067 CIP BLDGA_SPR_R19_DLA.rvt11/2/2018 12:45:45 PMA018.066COVER SHEETHOLASEK BUSINESSPARK8610 GALPIN BLVD.CHANHASSEN, MNEDEN TRACECORPORATIONDate16362DLASPR 10-19-2018SPR - REV 1 11-02-2018 BM #2TNH=953.05BM #3BM #4LYMAN BLVD. (C. S. A. H. NO. 18)LYMAN BLVD. (C. S. A. H. NO. 18)GALPIN BL V D . (C. S. A. H. N O . 1 1 7 )E X C E P T I O N100.0' 100.0' 10 0 . 0 ' Nov 02, 2018 - 12:29pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C2-EXCND.dwgC2.01EXISTINGCONDITIONSSHEET 1ProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/20182127411/02/18JMWCity ResubmittalOVERHEAD ELECTRICAL WIRELIGHTSANITARY SEWERSTORM SEWERWATERMAINUNDERGROUND ELECTRICGUY ANCHORUTILITY POLEGUARD POSTUNDERGROUND TELEPHONEUNDERGROUND GASCHAIN LINK FENCEWOOD FENCEBUILDING LINECONCRETE CURBBITUMINOUS SURFACECONCRETE SURFACEWET LANDSIGNTRAFFIC MARKERSPOND / WATER LINEFEMA FLOOD ZONE LINESOIL BORINGTREE LINEFOUND MONUMENTFOUND CAST IRONMONUMENTEASEMENT LINESETBACK LINERESTRICTED ACCESSFOUND RIGHT-OF-WAYMONUMENTSET MONUMENTMARKED LS 21729SECTION LINEUNDERLYING / ADJACENT LOTTIE LINEBOUNDARY LINEDEED DISTANCE(100.00)CONIFEROUS TREETRANSFORMERBUILDING CANOPYREGULAR PARKINGSTALL COUNTGAS METERCOMMUNICATIONS MANHOLEELECTRIC MANHOLEGAS MANHOLEELECTRIC METERTELEPHONE PEDESTALCABLE TV BOXGATE VALVE / HYDRANTSANITARY MANHOLECLEAN OUTSTORM MANHOLESTORM CATCH BASINFLARED END SECTIONSPOT ELEVATIONCONTOURRETAINING WALLBLOCK RETAINING WALLSTONE RETAINING WALLRIGHT-OF-WAY LINEWIRE FENCEDECIDUOUS TREE##0NORTHSCALE IN FEET0NORTHSCALE IN FEET601201.SUBJECT PROPERTY IDENTIFICATION NUMBER IS 25.0210100.2.THE GROSS AREA OF THE SUBJECT PROPERTY IS 2,204,158 SQ. FT. OR 50.601 ACRES.1.SURVEY COORDINATE BASIS: CARVER COUNTY COORDINATE SYATEM NAD 83 (1986)2.FIELD WORK WAS COMPLETED ON 10/4/2018.3.The vertical datum is based on NAVD88.BENCHMARK #1TNH LOCATED AT THE NORTHEAST R.O.W. OF GALPIN BLVD & ENGLER BLVD.ELEV = 960.22BENCHMARK #2TNH LOCATED AT MNDOT R.O.W. MARKER NO. B65ELEV = 953.05LEGENDDESCRIPTIONPROPERTY SUMMARYSURVEY NOTESThe South 100 feet of the Southeast Quarter of the Southeast Quarter (SE 1/4 SE 1/4) of Section 16, Township 116, Range 23, Carver County,Minnesota;ANDThat part of the Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4) of Section 15, Township 116, Range 23, Carver County, Minnesota,described as follows:Commencing at the Southwest corner of said Section 15, and running thence East along the South line of said Section 15 a distance of 275 feetmore or less to the centerline of County Road No. 117; thence Northwesterly along the said centerline of said County Road No. 117 a distance of115.5 feet to the point of intersection with a line 100 feet distant and running parallel to the said South line of said Section 15; thence Westerly,along said line running parallel to the said South line of said Section 15, to the West line of said Section 15; thence South a distance of 100 feetalong said West line of said Section 15, to the point of beginning;ANDThe Northeast Quarter of the Northeast Quarter (NE 1/4 NE 1/4) of Section 21, Township 116, Range 23, Carver County, Minnesota;EXCEPT all that part of said Northeast Quarter of the Northeast Quarter of said Section 21, lying Southeasterly of the Northwesterly right of wayline of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company;ANDThat part of the Northwest Quarter of the Northwest Quarter of Section 22, Township 116, Range 23, Carver County, Minnesota, described asfollows: Beginning at a point on the South line of the Northwest Quarter of the Northwest Quarter of said Section 22, which point is 3.60 chainsWest of the Southeast corner of said Northwest Quarter of the Northwest Quarter; running thence North 22 1/2 degrees West 17.18 chains;thence North 47 1/2 degrees West 2 chains; thence North 71 1/2 degrees West 8.60 chains to the Northwest corner of said Northwest Quarter ofthe Northwest Quarter; thence South 20 chains to the Southwest corner thereof; thence East 16.40 chains to the place of beginning;EXCEPT all that part of said Northwest Quarter of the Northwest Quarter of said Section 22, lying Southeasterly of the right of way of the Chicago,Milwaukee, St. Paul and Pacific Railroad Company and Southwesterly of the Excelsior and Shakopee Road;AND EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the plat of StoneCreek First Addition recorded as Document No. 152353 in the records of the County Recorder, Carver County, Minnesota;AND ALSO EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the registeredland described in Certificate of Title No. 31519 as follows: That part of the North Half of the Northwest Quarter of Section 22, Township 116 North,Range 23 West of the 5th Principal Meridian described as: Beginning at the north quarter corner of said Section 22; thence on an assumed bearingof North 89 degrees 05 minutes 35 seconds West, a distance of 969.75 feet along the north line of said Northwest Quarter; thence South 56degrees 57 minutes 24 seconds West a distance of 1138.88 feet to the center line of County Road No. 117; thence South 32 degrees 02 minutesEast a distance of 56.45 feet; thence southeasterly 484.22 feet along a tangential curve to the right having a radius of 3322.60 feet; thence South23 degrees 41 minutes East a distance of 241.78 feet to the south line of said North Half of the Northwest Quarter; thence South 89 degrees 06minutes 46 seconds East a distance of 1570.38 feet along said south line of the North Half of the Northwest Quarter to the southeast cornerthereof; thence North 0 degrees 30 minutes 30 seconds East a distance of 1326.84 feet along the east line of said Northeast Quarter to the pointof beginning, according to the Government survey thereof;ANDAll that part of Government Lot One in Section 21, Township 116, Range 23, Carver County, Minnesota, lying Northwesterly of the right of way ofthe Chicago, Milwaukee, St. Paul and Pacific Railroad Company. TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) TWIN CITIES & WESTERN RR CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . )E X C E P T I O NE X C E P T I O N100.0 ' Nov 02, 2018 - 12:29pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C2-EXCND.dwgC2.02EXISTINGCONDITIONSSHEET 2ProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/20182127411/02/18JMWCity ResubmittalXXXOVERHEAD ELECTRICAL WIRELIGHTSANITARY SEWERSTORM SEWERWATERMAINUNDERGROUND ELECTRICGUY ANCHORUTILITY POLEGUARD POSTUNDERGROUND TELEPHONEUNDERGROUND GASCHAIN LINK FENCEWOOD FENCEBUILDING LINECONCRETE CURBBITUMINOUS SURFACECONCRETE SURFACEWET LANDSIGNTRAFFIC MARKERSPOND / WATER LINEFEMA FLOOD ZONE LINESOIL BORINGTREE LINEFOUND MONUMENTFOUND CAST IRONMONUMENTEASEMENT LINESETBACK LINERESTRICTED ACCESSFOUND RIGHT-OF-WAYMONUMENTSET MONUMENTMARKED LS 21729SECTION LINEUNDERLYING / ADJACENT LOTTIE LINEBOUNDARY LINEDEED DISTANCE(100.00)CONIFEROUS TREETRANSFORMERBUILDING CANOPYREGULAR PARKINGSTALL COUNTGAS METERCOMMUNICATIONS MANHOLEELECTRIC MANHOLEGAS MANHOLEELECTRIC METERTELEPHONE PEDESTALCABLE TV BOXGATE VALVE / HYDRANTSANITARY MANHOLECLEAN OUTSTORM MANHOLESTORM CATCH BASINFLARED END SECTIONSPOT ELEVATIONCONTOURRETAINING WALLBLOCK RETAINING WALLSTONE RETAINING WALLRIGHT-OF-WAY LINEWIRE FENCEDECIDUOUS TREE##LEGEND0NORTHSCALE IN FEET0NORTHSCALE IN FEET60120 0.614 AC26,730 SF100.0' 100.0'100.0 ' 10 0 . 0 ' 100.0'LYMAN BLVD.LOT 1BLOCK 1LOT 2LOT 3OUTLOT A5'10'10'5'5'5'5' 5'5'5'5'5' 5' 5' 5' 10' 10' 10'LYMAN BLVD.0.866 AC 37,737 SF9.971 AC434,326 SF13.928 AC606,708 SF12.736 AC554,767 SF12.486 AC543,890 SFProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/20182127411/02/18JMWCity ResubmittalPROPOSED LOT 1, BLOCK 1 =543,890 SQ. FT. OR 12.486 ACRESPROPOSED LOT 2, BLOCK 1 =434,326 SQ. FT. OR 9.971 ACRESPROPOSED LOT 3, BLOCK 1 =606,708 SQ. FT. OR 13.928 ACRESOUTLOT A =554,767 SQ. FT. OR 12.736 ACRESRIGHT OF WAY =64,467 SQ. FT. OR 1.480 ACRES1.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.2.DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITYEASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND PONDS.3.THE BEARING SYSTEM IS BASED ON THE CARVER COUNTY COORDINATE SYSTEM, NAD83 (1986ADJUST) . WITH AN ASSUMED BEARING OF SOUTH 57 DEGREES 36 MINUTES 33 SECOND WEST FORTHE NORTHWESTERLY LINE OF THE TWIN CITIES & WESTERN RR CO.PROPERTY SUMMARYDEVELOPMENT NOTES0NORTHSCALE IN FEET0NORTHSCALE IN FEET100200DESCRIPTIONThe South 100 feet of the Southeast Quarter of the Southeast Quarter (SE 1/4 SE 1/4) of Section 16, Township 116, Range 23, Carver County,Minnesota;ANDThat part of the Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4) of Section 15, Township 116, Range 23, Carver County, Minnesota,described as follows:Commencing at the Southwest corner of said Section 15, and running thence East along the South line of said Section 15 a distance of 275 feetmore or less to the centerline of County Road No. 117; thence Northwesterly along the said centerline of said County Road No. 117 a distance of115.5 feet to the point of intersection with a line 100 feet distant and running parallel to the said South line of said Section 15; thence Westerly,along said line running parallel to the said South line of said Section 15, to the West line of said Section 15; thence South a distance of 100 feetalong said West line of said Section 15, to the point of beginning;ANDThe Northeast Quarter of the Northeast Quarter (NE 1/4 NE 1/4) of Section 21, Township 116, Range 23, Carver County, Minnesota;EXCEPT all that part of said Northeast Quarter of the Northeast Quarter of said Section 21, lying Southeasterly of the Northwesterly right of wayline of the Chicago, Milwaukee, St. Paul and Pacific Railroad Company;ANDThat part of the Northwest Quarter of the Northwest Quarter of Section 22, Township 116, Range 23, Carver County, Minnesota, described asfollows: Beginning at a point on the South line of the Northwest Quarter of the Northwest Quarter of said Section 22, which point is 3.60 chainsWest of the Southeast corner of said Northwest Quarter of the Northwest Quarter; running thence North 22 1/2 degrees West 17.18 chains;thence North 47 1/2 degrees West 2 chains; thence North 71 1/2 degrees West 8.60 chains to the Northwest corner of said Northwest Quarter ofthe Northwest Quarter; thence South 20 chains to the Southwest corner thereof; thence East 16.40 chains to the place of beginning;EXCEPT all that part of said Northwest Quarter of the Northwest Quarter of said Section 22, lying Southeasterly of the right of way of the Chicago,Milwaukee, St. Paul and Pacific Railroad Company and Southwesterly of the Excelsior and Shakopee Road;AND EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the plat of StoneCreek First Addition recorded as Document No. 152353 in the records of the County Recorder, Carver County, Minnesota;AND ALSO EXCEPT any portion of said Northwest Quarter of the Northwest Quarter of Section 22 located within the boundaries of the registeredland described in Certificate of Title No. 31519 as follows: That part of the North Half of the Northwest Quarter of Section 22, Township 116 North,Range 23 West of the 5th Principal Meridian described as: Beginning at the north quarter corner of said Section 22; thence on an assumed bearingof North 89 degrees 05 minutes 35 seconds West, a distance of 969.75 feet along the north line of said Northwest Quarter; thence South 56degrees 57 minutes 24 seconds West a distance of 1138.88 feet to the center line of County Road No. 117; thence South 32 degrees 02 minutesEast a distance of 56.45 feet; thence southeasterly 484.22 feet along a tangential curve to the right having a radius of 3322.60 feet; thence South23 degrees 41 minutes East a distance of 241.78 feet to the south line of said North Half of the Northwest Quarter; thence South 89 degrees 06minutes 46 seconds East a distance of 1570.38 feet along said south line of the North Half of the Northwest Quarter to the southeast cornerthereof; thence North 0 degrees 30 minutes 30 seconds East a distance of 1326.84 feet along the east line of said Northeast Quarter to the pointof beginning, according to the Government survey thereof;ANDAll that part of Government Lot One in Section 21, Township 116, Range 23, Carver County, Minnesota, lying Northwesterly of the right of way ofthe Chicago, Milwaukee, St. Paul and Pacific Railroad Company. Nov 02, 2018 - 1:13pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C2-PPLAT.dwgC2.03PRELIMINARYPLAT LYMAN BLVD. (C. S. A. H. NO. 18)LYMAN BLVD.TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) (C. S. A. H. NO. 18)TWIN CITIES & WESTERN R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) GALPIN BL V D . (C. S. A. H. N O . 1 1 7 ) 100.0' 100.0'100.0 ' 10 0 . 0 'PROPOSED BUILDING A161,500S.F.FFE=945.0PROPOSED BUILDING B109,250 S.F.FFE=941.5PROPOSED BUILDING C178,600 S.F.FFE=940.5100.0'121415141415162211152211143014143014132815171415257 STALLS207 STALLS269 STALLS18'26'18'26'18'10.7'950'10.7'18'30'18'10'950'28.7'30'18'26'36'26'18'12.7'115'190'170'12.7'26'18'30'26' 12.7'188'10'91811'18'139'818' 56.7'42.1' R1 5 ' R 3 4 ' R100'R20'26' 50'20'50'20'R15'R5' R 3 'R3'R8 'R8'R4.5'27' R 1 0 'R10'R15'R20'R10'R10'R15'10' PARKING SETBACK10' PARKING SETBACK B13.9'15R20'50'R230'R20'R20' 26'R40'R50'R75'R15'R34'R50'30' R 2 0 'R10'R20'R25'R6.8'R 1 0 'R10'R40'R20'R10'R30'R10'10.9'AAAAATYPATYPAR5'14.7'R5'R 5 '11.5'30'R 5 . 7 'R5.7'11.5'TYPR5'R5'R5'9'TYPATYPATYPAATYPATYPAAAAAAAAA18'26'18'10.7'950'10.7'18'30'21'30'8' TYP 8'8'8'8'TYP8'9'TYP8'8'8'TYP9'TYP8'TYP8'8'9'TYP 9' TYP 9' TYP 10141115159151512303030151515131311.5'TYPR5'R5' 11.5' 9' 11'9'11' 11.5'R5'R5'11.5'GGGGGGGII7JJSCALE IN FEET012060NORTH Nov 02, 2018 - 12:29pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C3-SITE.dwgC3.01SITE PLANProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I 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 the stateof Minnesota.Date:If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.43505George D. Abernathy10/19/201811/02/18JMWCity Resubmittal1.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT.2.ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED.3.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATERDRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB.COORDINATE WITH GRADING CONTRACTOR.4.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.5.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED.6.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFEXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCELOCATIONS.7.SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS8.SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHTPOLE.9.REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS.10.ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPEOF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THEMAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE 2.08%(1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADAROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFYTHE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUSTHE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR.11."NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY.LEGENDEASEMENTCURB & GUTTERBUILDINGRETAINING WALLSAWCUT LINENUMBER OF PARKINGSTALLS PER ROWSIGNPIPE BOLLARDSTANDARD DUTYASPHALT PAVINGHEAVY DUTYASPHALT PAVINGCONCRETE PAVINGPROPERTY LIMITEXISTINGPROPOSEDKEY NOTEDEVELOPMENT SUMMARYDEVELOPMENT NOTESKEY NOTESWETLAND LIMITSTREELINEA.BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS)B.B-612 CONCRETE CURB AND GUTTERC.B-618 6CONCRETE CURB AND GUTTERD.CONCRETE APRONE.FLAT CURB SECTIONF.SEGMENTAL BLOCK RETAINING WALLG.ACCESSIBLE RAMPH.TRANSFORMERI.MONUMENT SIGN (SEE ARCHITECTURAL PLANS)J.CURB CUTXXXXTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.CONCRETE SIDEWALKAREAGROSS SITE AREAPROPOSED LOTSLOT 1LOT 2LOT 3OUTLOT ARIGHT OF WAYSETBACKSFRONT YARDREAR YARDSIDE YARDMINIMUM LOT SIZEMINIMUM FRONTAGEMINIMUM LOT DEPTHMAXIMUM LOT COVERAGEZONINGEXISTING ZONINGPROPOSED ZONINGCOMPREHENSIVE PLAN DESIGNATIONBUILDING REQUIREMENTSMAXIMUM BUILDING HEIGHTPROPOSED BUILDING HEIGHTPARKING SUMMARYBUILDING A - 179,500 GROSS SQUARE FEET80% WAREHOUSE USE: 143,600 SF @ 10 SPACES FOR FIRST 10,000 SFAND 1 SPACE / 2,000 SF THEREAFTER = 77 SPACES REQUIRED20% OFFICE USE: 35,900 SF @ 5 / 1000 SF = 180 SPACES REQUIREDSUBTOTAL BUILDING A: 257 SPACES REQUIREDPROVIDED PARKING: 257 SPACESBUILDING B - 109,250 GROSS SQUARE FEET70% WAREHOUSE USE: 76,475 SF @ 10 SPACES FOR FIRST 10,000 SFAND 1 SPACE / 2,000 SF THEREAFTER = 43 SPACES REQUIRED30% OFFICE USE: 32,775 SF @ 5 / 1000 SF = 164 SPACES REQUIREDSUBTOTAL BUILDING B: 207 SPACES REQUIREDPROVIDED PARKING: 207 SPACESBUILDING C - 178,600 GROSS SQUARE FEET80% WAREHOUSE USE: 142,880 SF @ 10 SPACES FOR FIRST 10,000 SFAND 1 SPACE / 2,000 SF THEREAFTER = 76 SPACES REQUIRED20% OFFICE USE: 35,720 SF @ 5 / 1000 SF = 179 SPACES REQUIREDSUBTOTAL BUILDING C: 255 CARS REQUIREDPROVIDED PARKING: 269 SPACESBUILDING AADA STALLS REQUIRED = 7 STALLSADA STALLS PROVIDED = 8 STALLSBUILDING BADA STALLS REQUIRED = 7 STALLSADA STALLS PROVIDED = 8 STALLSBUILDING CADA STALLS REQUIRED = 7 STALLSADA STALLS PROVIDED = 8 STALLSAGIOP - INDUSTRIAL OFFICE PARKOFFICE/INDUSTRIAL 50 FTSINGLE STORY, 36 FTIMPERVIOUSCOVERAGE8.60 AC (69%)6.70 AC (67%)9.78 AC (70%)BUILDING3.70 AC ( 30%)2.51 AC (25%)4.10 AC (29%)PARKING4.74 AC (38%)4.04 AC (41%)5.56 AC (40%)2,366,442 SF54.33 AC12.49 AC9.97 AC13.93 AC12.73 AC5.21 AC30 FT 10 FT 10 FT1 AC150 FT200 FT70%WARNINGHIGH-PRESSURE PIPELINE(S)Excavation and/or ConstructionProhibited Without compliance withState One-Call, AND Without WrittenPermission FromMAGELLAN PIPELINE COMPANY, L.P. BM #2TNH=953.05BM #3BM #4LYMAN BLVD. (C. S. A. H. NO. 18)LYMAN BLVD.TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) (C. S. A. H. NO. 18)TWIN CITIES & WESTERN R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) GALPIN BL V D . (C. S. A. H. N O . 1 1 7 ) 100.0' 100.0'100.0 ' 10 0 . 0 'PROPOSED BUILDING A161,500S.F.FFE=945.0PROPOSED BUILDING B109,250 S.F.FFE=941.5PROPOSED BUILDING C178,600 S.F.FFE=940.59379379409399 4 0 9 4 0 9419409409389389399399419419419409409559 4 2 94 3 9 4 4 945 9 4 4 944944944941942943944940943944942943940938939941941 942943944940940940 941938938 943942928 942.25943.13943.32943.87944.38943.87944.48943.78943.58943.06943.06943.06943.08943.00943.15941.45942.87939.50938.30937.83939.50939.50939.25943.59943.76943.59944.30944.15944.12944.30944.30944.30944.17943.78944.17944.30943.44944.30943.65944.30944.30944.30943.43943.80944.17944.30944.30943.44944.30943.65944.30943.44943.81944.17944.30944.30943.22943.87944.30943.74943.32943.52943.20943.54943.34944.13944.50943.43943.22942.39943.36943.49944.09944.30941.02941.10941.31942.17941.28940.62939.97939.50940.10940.58940.80940.80940.40940.02940.26939.68944.30944.15944.07944.30943.65943.28943.73943.60944.65944.35944.72945.36945.97946.26944.13944.07944.87945.48945.74949.15948.58950.55951.65952.15951.85947.45947.75947.45949.10949.40949.10952.90956.01955957945941.68943.09943.87944.49942.90942.50942.36941.98941.07939.97940.62942.22942.65941.64942.11941.81941.15941.45942.21940.63937.77956.01937.37937.10937.30937.10937.30937.10937.30937.10937.45937.48939.97940.13939.97937.10937.30937.10937.30937.10937.30937.10937.27941.63941.50941.35940.80945.00941.00941.00940.97941.35941.51941.35941.00945.00940.96942943.00940.80940.60940.60940.80940.60940.80940.60940.60940.80940.60940.80940.60940.80940.60937.29937.30939.10939.52939.80939.80939.31939.57939.80939.80939.80939.80939.80938.76939.80938.89940.80940.80940.37939.59939.36939.36939.14938.94938.30939.64939.64939.13940.15940.16940.80940.80940.67938.17939.10939.27939.32939.66940.58940.80940.80940.80940.80940.86940.21939.83939.83939.45939.58939.91940.12939.91939.70940.80940.80940.65940.80940.80940.67940.27939.57939.57938.88939.64940.12940.65940.80950 95 5 961960945946945944T/W: 947.50B/W: 947.50T/W: 958.50T/W: 952.40T/W: 947.00T/W: 960.00T/W: 961.00B/W: 947.50B/W: 947.00B/W: 947.00B/W: 947.50B/W: 947.50T/W: 949.00T/W: 959.00T/W: 959.50T/W: 961.00T/W: 961.50T/W: 956.00T/W: 951.00B/W: 947.50B/W: 947.50B/W: 947.50B/W: 947.50B/W: 947.50B/W: 947.50B/W: 947.50938.30938.30939.50938.53938.04938.50937.60935.09936.19935.04936.19936.69937.74937.24937.30937.60938.38937.97937.45937.61936.03936.33936.03940.50940.50936.50936.20936.40936.20936.40936.20936.40936.20936.40936.75936.50940.50940.50936.50937.30937.30936.40936.20936.40936.20936.40936.20936.42936.20936.50940.50939.80939.80939.37938.85938.58938.42938.14937.57937.87937.57939.80939.80939.53939.53938.48939.80939.38938.86938.73938.24938.24938.54938.24939.50940.28939.11939.41939.11940.63940.93939.25939.50939.80938.99939.48939.43939.80939.80939.23939.80939.09939.30939.80939.13940.34940.94940 935 930 925 92 2 955950945940925923928929939937937936937936939 939939939939 939935 934 936 937 938 939 939 9359369 3 7 938922 925 928 929 9419449439429369509519659649669659649529539459449409419 5 5 9 5 6 9 4 4 9 4 7 9 4 8 936 935934T/W: 939.00B/W: 938.50T/W: 938.80B/W: 932.00B/W: 933.00B/W: 933.00B/W: 930.00B/W: 936.50T/W: 937.00T/W: 937.14T/W: 938.00T/W: 938.27T/W: 938.38B/W: 930.00EOF EOFEOFEOFEOFEOFEOFEOF935.50 EOF933.50 EOF933.50933.85933.50933.50933.85933.80933.80933.80933.80933.50933.50933.80933.85933.85933.85WET POND AHWL = 933.10NWL = 929.00BOT = 922.00WET POND BHWL = 933.10NWL = 929.00BOT = 922.00BBAASCALE IN FEET012060NORTH Nov 02, 2018 - 12:29pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C4-GRADE.dwgC4.01GRADING PLANProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I 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 the stateof Minnesota.Date:If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.43505George D. Abernathy10/19/201811/02/18JMWCity Resubmittal902.5X902SPOT ELEVATIONCONTOURRIP RAPOVERFLOW ELEV.CURB & GUTTERBUILDINGRETAINING WALLPROPERTY LIMITEXISTINGPROPOSEDLEGENDWETLAND LIMITSTREELINESTORM SEWERSOIL BORINGSDRAINTILEEOF902.5DTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.WARNINGHIGH-PRESSURE PIPELINE(S)Excavation and/or ConstructionProhibited Without compliance withState One-Call, AND Without WrittenPermission FromMAGELLAN PIPELINE COMPANY, L.P. Nov 02, 2018 - 12:29pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C4-GRADE.dwgC4.02GRADINGNOTESProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I 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 the stateof Minnesota.Date:If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.43505George D. Abernathy10/19/201811/02/18JMWCity Resubmittal1.PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTEGUTTER GRADE.2.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAYFROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB.3.ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20),EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). MAXIMUM SLOPE IN ANYDIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). CONTRACTOR SHALL REVIEWAND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS.CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT INTHE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING CONTRACTOR.4.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIESDURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANYDAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.5.SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDINGSAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THEDEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TOINCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTIONSITE.6.CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OFTHE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THESOILS ENGINEER.A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY:COMPANY: AMERICAN ENGINEERING TESTING INC. (AET)ADDRESS: 550 CLEVELAND AVE N, SAINT PAUL, MN 55114PHONE: 651-659-9001DATED: JULY 12, 2018CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT.7.CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION.8.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL SHALL BE PERFORMED ON THE STREET AND PARKINGAREA SUBGRADE. CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREASAS DIRECTED BY THE SOILS ENGINEER. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCEWITH THE REQUIREMENTS OF THE SOILS ENGINEER.9.REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILLNOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONALCOST TO THE OWNER.10.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROLTHE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATEMINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.11.EXISTING TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT AREOF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS AND SHALL BE A RESTRICTED AREA. CONTRACTOR SHALLPROTECT TREES TO REMAIN AT ALL TIMES. EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREESAND EXTREME CAUTION SHALL BE EXERCISED WHEN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THETREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, CONTRACTORSHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THEBEGINNING OF OPERATION. SHOULD CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THEBROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANYLASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTSFOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIALPAYMENT WILL BE MADE.12.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATEDON THE SITE. CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESSTOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS.CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREADTOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.13.TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, CONTRACTOR SHALL COMPLETE “TRENCHBORROW” EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TREESSHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER.THE EXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THEEXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1 FOOT VERTICAL(1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROWEXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND SHALL BE COMPACTED INACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOTSPECIFICATION 2105.3F2. SNOW FENCE SHALL BE FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCHBORROW AREA WHERE THE SLOPES EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1).14.FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OFGRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIEDTOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEENSUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROMSUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED,ERODED OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONSSHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEWWORK.15.TOLERANCES15.a.THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENTIS MADE.15.b.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENTIS MADE.15.c.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THEREQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.15.d.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.16.AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, CONTRACTOR SHALLTRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORTSUITABLE MATERIAL TO THE SITE.17.CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THESITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL “SITEMAP”. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACHROADWAY. CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH AREREQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY.18.DISTURBED AREAS WITHIN WETLAND MITIGATION SITE AND ANY DISTURBED AREAS WITHIN THE WETLAND SHALL BERESTORED WITH 6 TO 12 INCHES OF ORGANIC SOILS, PREFERABLY SOILS THAT WERE PREVIOUSLY REMOVED FROMWETLAND AREAS. SEEDING IN THE WETLAND MITIGATION AREAS ABOVE THE NORMAL WATER LEVEL SHALL BE MNSTATE SEED MIX 34-271, WET MEADOW SOUTH AND WEST, OR APPROVED EQUAL. FOR STATE SEED MIXES, OATSAND WINTER WHEAT SHOULD BE SELECTED BASED ON THE TIME OF YEAR THAT THE MIX IS BEING USED. OATSSHOULD BE INCLUDED IN MIXES IF BEING USED BETWEEN OCTOBER 15TH AND AUGUST 1ST. WINTER WHEATSHOULD BE USED BETWEEN AUGUST 1ST AND OCTOBER 15TH. THE SEEDING RATE IS THE SAME FOR OATS ANDWINTER WHEAT. MIX 34-271 SHOULD BE APPLIED AT 12 POUNDS PER ACRE. SEED SHALL BE WATERED UNTIL AHEALTHY STAND OF VEGETATION IS OBTAINED.19.FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES AND DATASHEET 79G.20.RETAINING WALL(S) SHALL BE CONSTRUCTED OF MODULAR BLOCK MATERIAL. CONTRACTOR SHALL SUBMIT TO THEENGINEER AND LOCAL AUTHORITY CERTIFIED ENGINEERING DRAWINGS, DESIGN CALCULATIONS AND SOIL BORINGS.THE CERTIFIED ENGINEER FOR THE RETAINING WALL(S) SHALL PROVIDE CONSTRUCTION OBSERVATIONS OF THERETAINING WALL IMPROVEMENT, AND A LETTER CERTIFYING THE INSTALLATION OF THE WALL(S) WAS CONSTRUCTEDIN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS.GRADING NOTES1'-4"VARIABLE 6"6"6"4.0' NOTE:OTHER ACCEPTABLE CATCH BASIN CASTINGS DEPENDING UPON THECIRCUMSTANCES.NEENAH R-2561-A BEEHIVE GRATE AND CASTINGNEENAH R-2573 CONCAVE GRATE AND CASTINGNEENAH R-2577 CONVEX GRATE AND CASTING24"X36"SLAB OPENING FOR NEENAH R-3067 CASTING, FOR EQUAL,WITH D.L., D.R. OR VANE GRATE. 27" DIAMETER OPENING FORNEENAH R-1642-B COVER AND CASTING.MANHOLE STEPS NEENAH R-1981-JPLASTIC COATED OR APPROVEDEQUAL 16" O.C.MINIMUM SLAB THICKNESS IS 6" FOR14' DEPTH. INCREASE THICKNESS 1"FOR 4' OF DEPTH GREATER THAN 14'AND REINFORCE WITH 6"X6", 10/10MESH.GASKETED, FLEXIBLE, WATERTIGHTCONNECTION AT ALL PIPE CONNECTIONSUNLESS GROUTED CONNECTION IS APPROVEDBY THE ENGINEERPRECAST CONCRETE MANHOLE SECTIONS.6" PRECAST REINFORCEDCONCRETE SLAB.MINIMUM OF 2, MAXIMUM OF4 CONCRETE ADJUSTING RINGS.FULL BED OF MORTAR BETWEENRINGS, AND A 6" COLLAR ON THEOUTSIDE OF THE RINGS.N.T.S.02CATCH BASIN MANHOLEWITH SUMPWET POND B BOTTOM = 922.004: 1 S L O P E S M A X ( V A R I E S )10:1 BENCH4:1 SLOPES MAX (VARIES)EXIST DITCH BOTTOM = 927.00NWL = 929.0012"x18"ORIFICEIE = 929.00IE = 923.00IE = 927.3366 LF - 48"STORM @ 0.3%FESIE = 923.0053 LF - 48"STORM @ 0.0%OCS RIM ELEVATION = 933.60N.T.S.WET POND B OUTLET CONTROL STRUCTURE DETAIL/CROSS SECTION B-BTOP WEIRELEVATION = 930.80OCS RIM ELEVATION = 933.10GALVANIZED GRATE(SPLIT) 4"X4" OPENINGSGASKETED, FLEXIBLE,WATERTIGHT CONNECTIONAT ALL PIPE CONNECTIONS60"HWL = 933.10BERM ELEVATION = 933.85FESIE = 927.00046" DRAIN TILEIE = 927.50WEIR WALL60"21"21"18"12"929.00927.33930.80500028016600.0%929.50929.00928.00927.506"935.00933.50932.50932.25931.50929.50 18"WET PONDS A & BWET POND BBOTTOM = 922.004:1 SLOPES MAX (VARIES)10:1 BENCH4: 1 S L O P E S M A X ( V A R I E S )NWL = 929.00FESIE = 923.00N.T.S.WET POND A CROSS SECTION A-AHWL = 933.10BERM ELEVATION = 933.8503WET POND ABOTTOM = 922.004:1 SLOPES MAX (VARIES)10:1 BENCH4:1 SLOPES MAX (VARIES)NWL = 929.00213 LF - 48"STORM @ 0.0%FESIE = 923.00HWL = 933.10BERM ELEVATION = 933.80 BM #2TNH=953.05BM #3BM #4LYMAN BLVD. (C. S. A. H. NO. 18)LYMAN BLVD.TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) (C. S. A. H. NO. 18)TWIN CITIES & WESTERN R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) GALPIN BL V D . (C. S. A. H. N O . 1 1 7 ) 100.0' 100.0'100.0 ' 10 0 . 0 'X-13.67 ACX-214.25 ACX-317.39 ACX-47.67 ACIP1IP2SCALE IN FEET012060NORTH Nov 02, 2018 - 12:30pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C5-EROS.dwgC5.01PHASE IEROSIONCONTROL PLANProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I 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 the stateof Minnesota.Date:If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.43505George D. Abernathy10/19/201811/02/18JMWCity ResubmittalTEMPORARY STABILIZATION MEASURES(SEED, MULCH, MATS OR BLANKETS ASOUTLINED IN THE SWPPP)TEMPORARY STORAGE AND PARKING AREADIRECTION OFOVERLAND FLOWTEMPORARY DIVERSIONDITCHLIMITS OF DRAINAGESUB-BASININLET PROTECTION DEVICE 1INLET PROTECTION DEVICE 2TEMPORARY STONECONSTRUCTION ENTRANCETEMPORARY SEDIMENT BASINLIMITS OF DISTURBANCEOVERFLOW ELEV.CONTOURRIP RAPCHECK DAMSILT FENCESOIL BORINGSEXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDRAINTILESOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULECONSTRUCTION SEQUENCEJANFEBMARAPRMAYJUNJULAUGSEPOCTNOVDECJANFEBMARAPRMAYJUNTEMPORARY CONTROL MEASURESSTRIP & STOCKPILE TOPSOILROUGH GRADE / SEDIMENT CONTROLTEMPORARY CONSTRUCTION ROADSFOUNDATION / BUILDING CONSTRUCTIONSITE CONSTRUCTIONPERMANENT CONTROL STRUCTURESFINISH GRADINGLANDSCAPING / SEED / FINAL STABILIZATIONSTORM FACILITIESNOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULETHE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTILTHE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP,INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS,SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THENOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALLREVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THERECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE.TSMTSSBEROSION CONTROL MATERIALSQUANTITIESITEMUNITQUANTITYSILT FENCELINEAR FEETXSILT DIKELINEAR FEETXBIO-ROLLLINEAR FEETXCONSTRUCTION ENTRANCEUNITXINLET PROTECTION DEVICE (IP-1)UNITXINLET PROTECTION DEVICE (IP-2)UNITXSILT DIKEBIO-ROLLLEGENDNOTE TO CONTRACTORIP-1EOF902.5DTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.902* REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCENOTES, LOCATION MAPS, AND STANDARD DETAILSWARNINGHIGH-PRESSURE PIPELINE(S)Excavation and/or ConstructionProhibited Without compliance withState One-Call, AND Without WrittenPermission FromMAGELLAN PIPELINE COMPANY, L.P. BM #2TNH=953.05BM #3BM #4LYMAN BLVD. (C. S. A. H. NO. 18)LYMAN BLVD.TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) (C. S. A. H. NO. 18)TWIN CITIES & WESTERN R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) GALPIN BL V D . (C. S. A. H. N O . 1 1 7 ) 100.0' 100.0'100.0 ' 10 0 . 0 'PROPOSED BUILDING A161,500S.F.FFE=945.0PROPOSED BUILDING B109,250 S.F.FFE=941.5PROPOSED BUILDING C178,600 S.F.FFE=940.59379379409399 4 0 9 4 0 9419409409389389399399419419419409409559 4 2 94 3 9 4 4 945 9 4 4 944944944941942943944940943944942943940938939941941 942943944940940940 941938938 943942928 955957945942950 95 5 961960945946945944940 935 930 925 92 2 955950945940925923928929939937937936937936939 939939939939 939935 934 936 937 938 939 939 9359369 3 7 938922 925 928 929 9419449439429369509519659649669659649529539459449409419 5 5 9 5 6 9 4 4 9 4 7 9 4 8 936 935934S-215.34 ACIP2S-33.73 ACS-41.16 ACS-51.90 ACS-70.93 ACS-613.14 ACS-81.88 ACS-94.77 ACS-10.12 ACIP1IP3IP1IP3IP1IP3IP1IP3IP1IP3IP1IP3IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP2IP1IP1IP2SCALE IN FEET012060NORTH Nov 02, 2018 - 12:30pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C5-EROS.dwgC5.02PHASE IIEROSIONCONTROL PLANProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I 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 the stateof Minnesota.Date:If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.43505George D. Abernathy10/19/201811/02/18JMWCity ResubmittalTEMPORARY STABILIZATION MEASURES(SEED, MULCH, MATS OR BLANKETS ASOUTLINED IN THE SWPPP)TEMPORARY STORAGE AND PARKING AREADIRECTION OFOVERLAND FLOWTEMPORARY DIVERSIONDITCHLIMITS OF DRAINAGESUB-BASININLET PROTECTION DEVICE 1INLET PROTECTION DEVICE 2TEMPORARY STONECONSTRUCTION ENTRANCETEMPORARY SEDIMENT BASINLIMITS OF DISTURBANCEOVERFLOW ELEV.CONTOURRIP RAPCHECK DAMSILT FENCESOIL BORINGSEXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDRAINTILESOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULECONSTRUCTION SEQUENCEJANFEBMARAPRMAYJUNJULAUGSEPOCTNOVDECJANFEBMARAPRMAYJUNTEMPORARY CONTROL MEASURESSTRIP & STOCKPILE TOPSOILROUGH GRADE / SEDIMENT CONTROLTEMPORARY CONSTRUCTION ROADSFOUNDATION / BUILDING CONSTRUCTIONSITE CONSTRUCTIONPERMANENT CONTROL STRUCTURESFINISH GRADINGLANDSCAPING / SEED / FINAL STABILIZATIONSTORM FACILITIESNOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULETHE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTILTHE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP,INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS,SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THENOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALLREVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THERECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE.TSMTSSBEROSION CONTROL MATERIALSQUANTITIESITEMUNITQUANTITYSILT FENCELINEAR FEETXSILT DIKELINEAR FEETXBIO-ROLLLINEAR FEETXCONSTRUCTION ENTRANCEUNITXINLET PROTECTION DEVICE (IP-1)UNITXINLET PROTECTION DEVICE (IP-2)UNITXSILT DIKEBIO-ROLLLEGENDNOTE TO CONTRACTORIP-1EOF902.5DTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.902* REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCENOTES, LOCATION MAPS, AND STANDARD DETAILSWARNINGHIGH-PRESSURE PIPELINE(S)Excavation and/or ConstructionProhibited Without compliance withState One-Call, AND Without WrittenPermission FromMAGELLAN PIPELINE COMPANY, L.P. 100.0'100.0'100.0'100.0' Nov 02, 2018 - 12:30pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C5-EROS.dwgC5.03EROSIONCONTROLNOTES &DETAILSProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I 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 the stateof Minnesota.Date:If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.43505George D. Abernathy10/19/201811/02/18JMWCity ResubmittalALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NOLONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTIONON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATIONCONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:1.ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BEMADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS.2.TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGEVOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART IV.D. OF THE GENERAL PERMIT).3.SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. CONTRACTOR MUST REMOVE ALLDELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVALRESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESSCONSTRAINTS. CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OFOBTAINING ACCESS. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTINGANY WORK.4.CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALLOFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART IV.C.6 OF THE GENERAL PERMIT.5.CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION ANDSEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL (ACCORDINGTO PART II.B.5 OF THE MPCA GENERAL PERMIT) OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A (N.O.T.) HASBEEN SUBMITTED TO THE MPCA.6.IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS(E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS).7.ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTEDFROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA.1.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONSAND SAMBATEK STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY.2.THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN-ESC PLAN), THE STANDARD DETAILS, THE PLANNARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS.3.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS ANDSUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THE CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION.(NOTE TO THE PREPARER: EDIT APPLICATION PROCESS PER PROJECT REQUIREMENTS)4.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'SAND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, AND THE NOTICE OF TERMINATION (NOT) HAS BEENFILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TOOWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. (NOTE TO THE PREPARER: REVISE INSPECTION RESPONSIBILITY PER OPTIONS IN SWPPP NARRATIVE (SECTION 02370))5.CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART III.A.2 OF THE GENERAL PERMIT.6.BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS ASDIRECTED BY PERMITTING AGENCY OR OWNER.7.ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALLTIMES.8.CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANSSHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDETHE LIMITS OF DISTURBANCE.9.GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEEPARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES.10.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED ORDISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE.11.ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAYLINER IS NOT ACCEPTABLE. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUIDAND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETEEQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. SELF-CONTAINED CONCRETE WASHOUTS ON CONCRETE DELIVERY TRUCKS ARE ALLOWED.12.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS ANDLEAKS.13.DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.14.SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OFPROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS.15.HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHERDISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCAREGULATIONS.16.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIESUPSLOPE.17.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITHMN/DOT SEED MIXTURE NUMBER 21-111 OR 21-112 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALLCONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3F1 AND 2575.3G. ALTERNATIVELY,HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3H MAY BE USED IN PLACE OF TEMPORARY MULCH.18.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITHTHE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER.19.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENTWATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE ORTO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY.20.ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREALOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS.21.TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH ASCURB & GUTTER SYSTEMS OR CONDUITS & DITCHES.22.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION.23.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS,INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION.24.ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUSPAVING FOR ROAD CONSTRUCTION.DEVELOPER/OWNER:XXXXXXXXXXXXXXXXXXXXXXXXX-XXX-XXXXSITE OPERATOR / GENERAL CONTRACTORSUPERINTENDENT:CROSS BRACEMIN.15"18"MAX.2" X 4" STAKE3' MIN.DROP INLETWITH GRATE2" X 4" WOOD(TYP.)5' MIN.SECURELY FASTEN OVERLAPPINGENDS OF SILT FENCE MATERIALTO ADJACENT STAKES WITHTHREE WIRE TIES OR OTHERFASTENERSATTACH THE WOVEN WIREFENCE TO EACH POST WITHTHREE WIRE TIES OR OTHERFASTENERS (SEE NOTE 1)1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE(SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OFTHE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTUREAT LEAST 1" VERTICALLY APART.2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPEDACROSS TWO POSTS.3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTSMAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BECONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THEHEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE.4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT.OVERLAP5' MIN.SILT FENCE MATERIAL TO BEFASTENED SECURELY TO WOVENWIRE FENCE WITH THREE TIESSPACED AT 30" ON CENTER (SEENOTE 1)DEFLECTOR PLATEOVERFLOW 2 - TOP OF CURB BOXOVERFLOW 1 - CENTER OF FILTER ASSEMBLY10" FILTER ASSEMBLYCURBCG 3067HIGH-FLOW FABRICMIRAFI FF101ROAD DRAIN CASTING APPLICABILTY·NEENAH R-3067·NEENAH R-3512NOT TO SCALE50' MIN.ROAD6" MIN.CONSTRUCT 2' HIGH BERM WITHMAXIMUM SIDE SLOPE OF 4:12" TO 3" GRAVELNOTE: ROCK EXITS SHALL BE INSTALLED PRIOR TO THESTART OF ANY SITE WORK. ROCK EXITS SHALL BEINSPECTED FOLLOWING EACH RAINFALL.MAINTENANCE OF ROCK EXITS SHALL INCLUDE A TOPDRESSING OF NEW GRAVEL, OR REMOVAL ANDREPLACEMENT OF THE GRAVEL AS NEEDED, TO KEEPTHE EXITS FREE FROM COLLECTED MUD.ASREQUIRED MIN 0.5% GRADE8' X 8' MIN OR ASREQUIRED TOCONTAIN WASTECONCRETESIGN TO INDICATE THE LOCATION OFTHE CONCRETE WASHOUT AREA2'-0" MINBERM AROUND PERIMETERGROUND SURFACE12" MIN12" MINCOMPACTED EMBANKMENTMATERIAL (TYP.)3:1 OR FLATTERSIDE SLOPESNOTES:1.CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENTON SITE.2.CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTICLINER.3.VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA ISOFF PAVEMENT.4.SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA,AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THECONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.5.THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUTAS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.6.AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITEAND DISPOSED OF AT AN ACCEPTED WASTE SITE.7.WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BESEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THECITY.WOVEN WIREFENCE WITH SILTFENCE MATERIALCOVEREXTEND WIRE FENCEA MIN. OF 3" INTOGROUNDEXTEND SILT FENCEMATERIAL A MIN. OF1'-0" INTO GROUNDEROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP"SITE LOCATION MAPNOT TO SCALEUSGS MAPGENERAL EROSION NOTES:NOT TO SCALEROCK EXIT DRIVENOT TO SCALECONCRETE WASHOUT AREAROAD DRAIN INLET PROTECTION (IP-2)SILT FENCE INLET PROTECTION (IP-1)NOT TO SCALEPOSTS: 2 X 4 WOODEN STAKE FENCE:WOVEN WIRE, 14-1/2 GA., 6" MAX. MESHOPENING FABRIC: IN ACCORDANCE WITHASTM D 6461 LATEST EDITION.NOT TO SCALEPHASE I:1.INSTALL STABILIZED CONSTRUCTION ENTRANCES.2.PREPARE TEMPORARY PARKING AND STORAGE AREA.3.CONSTRUCT THE SILT FENCES ON THE SITE.4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS.5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULEAND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITHCONSTRUCTION.6. CLEAR AND GRUB THE SITE.7. BEGIN GRADING THE SITE.8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.PHASE II:1.TEMPORARILY SEED DENUDED AREAS.2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.3.INSTALL RIP RAP AROUND OUTLET STRUCTURES.4.INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES.5.PREPARE SITE FOR PAVING.6.PAVE SITE.7.INSTALL INLET PROTECTION DEVICES.8.COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING.9.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACTAREA SUMMARY IN ACRESPAVEMENT AREA18.18 AC±BUILDING AREA10.32 AC±SEEDED AREA13.73 AC±TOTAL DISTURBED42.22 AC±PRE - CONSTRUCTION IMPERVIOUS0.10 AC±POST - CONSTRUCTION IMPERVIOUS28.49 AC±SEQUENCE OF CONSTRUCTIONFRAMEMAINTENANCE NOTES:212LYMAN BLVD5SITELAKE HAZELTINEHAZELTINE BLVD18PIONEER TRAILAUDUBON RD POWERS BLVD AUDUBON RD ARBORETUM BLVDGALPIN BLVD14 SITE BM #2TNH=953.05BM #3BM #4LYMAN BLVD. (C. S. A. H. NO. 18)LYMAN BLVD.TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) (C. S. A. H. NO. 18)TWIN CITIES & WESTERN R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) GALPIN BL V D . (C. S. A. H. N O . 1 1 7 ) 100.0' 100.0'100.0 ' 10 0 . 0 'PROPOSED BUILDING A161,500S.F.FFE=945.0PROPOSED BUILDING B109,250 S.F.FFE=941.5PROPOSED BUILDING C178,600 S.F.FFE=940.5CB 210RE=942.29IE=939.29162 LF - 12" STMSWR @ 0.50%CBMH 209RE=942.96IE=938.48CBMH 208RE=942.96IE=937.75CBMH 207RE=942.96IE=936.66CBMH 206RE=942.98IE=935.21CBMH 205RE=942.90IE=933.67CBMH 204RE=943.05IE=933.44CBMH 202RE=942.77IE=932.40CBMH 203RE=941.35IE=932.45FES 200IE=929.00147 LF - 15" STMSWR @ 0.50%218 LF - 18" STMSWR @ 0.50%290 LF - 18" STMSWR @ 0.50%309 LF - 21" STMSWR @ 0.50%46 LF - 21" STMSWR @ 0.50%197 LF - 24" STMSWR @ 0.50%11 LF - 24" STMSWR @ 0.50%157 LF - 36" STMSWR @ 1.5%CBMH 303-BRE=940.92IE=937.92CB 303-ARE=939.40IE=936.4098 LF - 12" STMSWR @ 1.0%CBMH 509RE=937.73IE=934.44CBMH 507RE=938.20IE=932.81CBMH 505RE=938.20IE=931.21126 LF - 12" STMSWR @ 0.50%TD 303-CRE=940.50IE=935.90TD 302-ARE=940.50IE=935.901.65' RISERTD 302-BRE=940.50IE=935.90TD 302-CRE=940.50IE=935.90TD 301-ARE=940.50IE=935.90TD 301-BRE=940.50IE=935.90TD 300-ARE=940.50IE=935.901.65' RISERTD 300-BRE=940.50IE=935.90TD 303-DRE=937.00IE=934.00TD 302-DRE=937.00IE=934.001.65' RISERTD 302-ERE=937.00IE=934.00TD 302-FRE=937.00IE=934.00TD 301-CRE=937.00IE=934.00TD 301-DRE=937.00IE=934.00TD 300-CRE=937.00IE=934.001.65' RISERTD 300-DRE=937.00IE=934.00CBMH 510RE=938.07IE=935.07CBMH 508RE=938.43IE=933.53CBMH 506RE=938.20IE=932.01182 LF - 18" STMSWR @ 0.50%145 LF - 24" STMSWR @ 0.50%159 LF - 24" STMSWR @ 0.50%160 LF - 24" STMSWR @ 0.50%FES 802IE=927.0OCS 801RE=933.30IE=927.3366 LF - 48" STMSWR @ 0.3%CB 607RE=937.94IE=934.94STMH 602RE=936.92IE=930.18 E,WIE=932.50 N216 LF - 36" STMSWR @ 0.30%245 LF - 42" STMSWR @ 0.20%30 LF - 42" STMSWR @ 0.20%170 LF - 42" STMSWR @ 0.27%CBMH 601RE=935.93IE=929.78CBMH 600RE=935.93IE=929.63CBMH 501W/ "SNOUT"SKIMMER HOOD (SEEDETAIL, SHEET C4.02)RE=937.47IE=929.78 E,WIE=929.17 S4' SUMPCBMH 502RE=937.47IE=929.93CBMH 503RE=938.04IE=929.99CBMH 504RE=938.14IE=930.39164 LF - 24" STMSWR @ 0.50%133 LF - 36" STMSWR @ 0.30%21 LF - 36" STMSWR @ 0.30%30 LF - 36" STMSWR @ 0.03%55 LF - 48" STMSWR @ 0.30%STMH 303RE=941.93IE=937.88 NIE=935.42 SIE=933.96 ESTMH 302RE=940.66IE=935.53 NIE=932.03 SIE=932.70 E&WSTMH 301RE=940.97IE=935.53 NIE=932.03 SIE=931.16 EIE=931.73 WSTMH 300RE=940.66IE=935.53 NIE=932.03 SIE=930.18 E,WSTMH 201W/ "SNOUT"SKIMMER HOOD (SEEDETAIL, SHEET C4.02)RE=942.39IE=932.0 NIE=936.06 SIE=931.33 E,W4' SUMP155 LF - 12" STMSWR @ 2.0%FES 100IE=940.00CB 101RE=946.00IE=942.70FES 700IE=923.00FES 701IE=923.00FES 500IE=929.00FES 800IE=923.00213 LF - 48" STMSWR @ 0.00%53 LF - 48" STMSWR @ 0.00%32 LF - 12" STMSWR @ 1.00%220 LF - 18" STMSWR @ 0.30%325 LF - 36" STMSWR @ 0.30%325 LF - 36" STMSWR @ 0.3%235 LF - 42" STMSWR @ 0.3%78 LF - 24" STMSWR @ 0.50%MH 01RE=942.79IE=924.39 WIE=924.49 SMH 02RE=941.42IE=925.25 NIE=925.35 EMH 04RE=940.97IE=930.55 WIE=930.65 N, SMH 03RE=940.94IE=927.90 WIE=928.00 ESANITARY SEWER SERVICEIE=931.43SANITARY SEWER SERVICEIE=924.748" COMBINATIONDOMESTIC/FIRE PROTECTIONWATER SERVICEMH 06RE=937.28IE=924.03 WIE=924.13 NMH 05RE=937.27IE=921.14 WIE=921.24 ECONNECT TO EXISTINGSANITARY SEWER MANHOLEEXTERIOR DROPIE=918.35 EIE=914.0 (DROP)(FIELD VERIFY)CONNECT TO EXISTINGSANITARY SEWER MANHOLEIE=924.0 (FIELD VERIFY)39 LF - 8" PVCSCH 40 @ 1.0%76 LF - 8" PVCSCH 40 @ 1.0%255 LF - 8" PVCSSCH 40 @ 1.0%255 LF - 8" PVCSCH 40 @ 1.0%78 LF - 8" PVCSCH 40 @ 1.0%279 LF - 8" PVCSCH 40 @ 1.0%279 LF - 8" PVCSCH 40 @ 1.0%61 LF - 8" PVCSCH 40 @ 1.0%HYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEEHYDRANT6" GATE VALVE8" x 6" TEE10" WATERMAIN10" WATERMAIN10" WATERMAIN10" W A T E R M A I N 10" WATERMAIN 10" WATERMAIN 8" WATERMAIN 8" WATERMAIN8" WATERMAIN 10" WATERMAIN10" WATERMAIN10" WATERMAIN10" WATERMAIN10" WATERMAIN10" WATERMAIN 10" WATERMAIN 10" WATERMAIN10" WATERMAIN 102 LF - 8" PVCSCH 40 @ 1.0% SANITARYSEWERSERVICEIE=931.67ROOF DRAIN C-1IE=932.90ROOF DRAIN C-2IE=932.90ROOF DRAIN C-3IE=932.90ROOF DRAIN A-1IE=936.00ROOF DRAIN A-2IE=936.00ROOF DRAIN A-3IE=936.00ROOF DRAIN B-1IE=932.50ROOFDRAIN B-2IE=932.50ROOF DRAIN B-3IE=932.508" COMBINATIONDOMESTIC/FIREPROTECTIONWATER SERVICE8" COMBINATIONDOMESTIC/FIREPROTECTION WATERSERVICESTMH 603RE=936.81IE=932.6 NIE=930.40 E,W108 LF - 36" STMSWR @ 0.20%STMH 604RE=937.05IE=931.05 E,WIE=932.50 NSTMH 605RE=936.82IE=932.60 NIE=932.18 WIE=931.70 ESTMH 606RE=936.92IE=932.50STMH 607RE=937.44IE=933.99 NIE=933.1 E216 LF - 36" STMSWR @ 0.30%107 LF - 24" STMSWR @ 0.30%201 LF - 15" STMSWR @ 0.30%190 LF - 12"STM SWR@ 0.50%80 LF - 18" STMSWR @ 0.5%60 LF - 12" STMSWR @ 1.0%60 LF - 12" STMSWR @ 1.0%60 LF - 12" STMSWR @1.0%60 LF - 12" STMSWR @ 0.5%60 LF - 12" STMSWR @ 1.0%80 LF - 18" STMSWR @ 0.50%60 LF - 12" STMSWR @ 1.0%TD 607-ARE=936.20IE=933.20TD 606-ARE=936.20IE=933.201.65' RISERTD 605-ARE=936.20IE=933.20TD 605-BRE=936.20IE=933.20TD 604-ARE=936.20IE=933.20TD 603-ARE=936.20IE=933.20TD 602-ARE=936.20IE=933.201.65' RISERTD 602-BRE=936.20IE=933.2095 LF - 15" STMSWR @ 0.5%95 LF - 15" STMSWR @ 0.5%95 LF - 15''STM SWR@ 0.5%95 LF - 15"STM SWR@ 0.5%95 LF - 18" STMSWR @ 0.5%95 LF - 18" STMSWR @ 0.5%75 LF - 12"STM SWR@ 1.0%75 LF - 12" STMSWR @ 1.0%75 LF - 12" STMSWR @ 0.5%75 LF - 12" STMSWR @ 0.5%75 LF - 12" STMSWR @ 1.0%75 LF - 12" STMSWR @ 1.0%75 LF - 12"STM SWR@ 0.5%75 LF - 12" STMSWR @ 0.5%75 LF - 12" STMSWR @ 0.5%75 LF - 12" STMSWR @ 0.5%75 LF - 12" STMSWR @ 0.5%75 LF - 12" STMSWR @ 1.0%FIRE DEPARTMENTCONNECTIONFIRE DEPARTMENTCONNECTIONFIRE DEPARTMENTCONNECTION80 LF - 18'' STMSWR @ 0.5%CB 201-ARE=939.41IE=936.4170 LF - 12'' STMSWR @ 0.50%WIE CONNECTIONW/ RISER (TYP.)WET POND AHWL = 933.10NWL = 929.00BOT = 922.00WET POND BHWL = 933.10NWL = 929.00BOT = 922.00BIORETENTION TRENCH(SEE DETAIL 1, SHEET C4.02)BIORETENTION BENCH(SEE DETAIL 8, SHEET C4.02)RAINGUARDIAN(SEE DETAIL, SHEET C4.02)RAINGUARDIAN(SEE DETAIL, SHEET C4.02)SCALE IN FEET012060NORTH Nov 02, 2018 - 1:16pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-C6-UTIL.dwgC6.01UTILITY PLANProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I 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 the stateof Minnesota.Date:If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.43505George D. Abernathy10/19/201811/02/18JMWCity Resubmittal1.THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BECONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIESSPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERSASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIEDHEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESESPECIFICATIONS.1.1.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCEWITH CITY REQUIREMENTS.1.2.CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFEREWITH, OR ATTACH ANY PIPE OR HOSE TO OR TAPWATERMAIN BELONGING TO THE CITY UNLESS DULYAUTHORIZED TO DO SO BY THE CITY. ANY ADVERSECONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULEDDISRUPTIONS OF SERVICE TO THE PUBLIC ARE THELIABILITY OF CONTRACTOR.1.3.A MINIMUM VERTICAL SEPARATION OF 18 INCHES ANDHORIZONTAL SEPARATION OF 10-FEET BETWEEN OUTSIDEPIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN ANDSEWER MAIN (BUILDING, STORM AND SANITARY)CROSSINGS.2.ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONSEXCEPT AS MODIFIED HEREIN.2.1.ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTSOF THE CITY.2.2.ALL SANITARY SEWER TO BE PVC SDR-35, UNLESS NOTEDOTHERWISE.2.2.1.ALL SANITARY SEWER SERVICES TO BUILDING SHALLBE PVC SCH 40 CONFORMING TO ASTM D2665.2.3.ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, UNLESSNOTED OTHERWISE.2.3.1.ALL WATERMAIN TO HAVE 7.5-FEET OF COVEROVER TOP OF WATERMAIN.2.3.2.PROVIDE THRUST BLOCKING AND MECHANICALJOINT RESTRAINTS ON ALL WATERMAIN JOINTS PERCITY STANDARDS.2.4.ALL STORM SEWER PIPE TO BE SMOOTH INTERIOR DUALWALL HDPE PIPE WITH WATER TIGHT GASKETS, UNLESSNOTED OTHERWISE.2.4.1.ALL STORM SEWER PIPE FOR ROOF DRAIN SERVICESTO BUILDING SHALL BE PVC SCH 40 CONFORMINGTO ASTM D2665.2.5.RIP RAP SHALL BE Mn/DOT CLASS 3.3.COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONSAND INVERT ELEVATIONS WITH MECHANICAL CONTRACTORPRIOR TO CONSTRUCTION.4.ALL BUILDING SERVICE CONNECTIONS (STORM, SANITARY,WATER) WITH FIVE FEET OR LESS COVER ARE TO BE INSULATEDFROM BUILDING TO POINT WHERE 5-FEET OF COVER IS ACHIEVED.5.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TOAVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURINGTHE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTORWILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THEADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTIONPHASES OF THIS PROJECT.6.SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITHGENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTORWILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONSON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS ANDPROPERTY DURING PERFORMANCE OF THE WORK. THISREQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITEDTO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER ORTHE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OFCONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDEREVIEW OF THE ADEQUACY OF CONTRACTOR'S SAFETY MEASURESIN, ON OR NEAR THE CONSTRUCTION SITE.7.ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT AREDISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED INKIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OFTOPSOIL PLACED BENEATH THE SOD.8.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANDMAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES,WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TOCONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATEMINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.9.ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENTSOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVINGUNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED ASREQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILLCONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OFTHE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOILS TESTS AND SOILINSPECTIONS WITH THE SOILS ENGINEER.A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETEDBY:COMPANY: ___________________________________________ADDRESS: ____________________________________________PHONE: _______________________________________________DATED: _______________________________________________CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT.10.CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FORMANHOLE AND CATCH BASIN STRUCTURES TO ______________.CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOPDRAWING REVIEW.11.CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THEMINIMUM DIAMETER REQUIRED FOR EACH STORM SEWERSTRUCTURE.12.(REMOVE IF THERE IS NO UNDERGROUND SYSTEM)THE UNDERGROUND STORMWATER SYSTEM SHOWN ON THEUTILITY PLAN AND THE DETAIL SHEETS IS FOR INFORMATIONALPURPOSES ONLY AND DEPICTS THE MINIMUM STORAGEREQUIREMENTS AND THE SYSTEM ELEVATIONS. THECONTRACTOR (WITH THEIR SUPPLIER OR DESIGNER) SHALLSUBMIT DESIGN DRAWINGS TO THE ENGINEER FOR REVIEW ANDAPPROVAL PRIOR TO CONSTRUCTION. THE DESIGN DRAWINGSSHALL DEPICT THE FINAL LAYOUT AND DETAILS FORCONSTRUCTION. THE DRAWINGS SHALL BE CERTIFIED BY ALICENSED ENGINEER FOR THE STATE IN WHICH THE PROJECT ISCONSTRUCTED. THE SUBMITTAL SHALL INCLUDE ALL NECESSARYPRODUCT INFORMATION, DESIGN CALCULATIONS AND BEDDINGREQUIREMENTS FOR THE PROPOSED STORMWATER SYSTEM.FOLLOWING CONSTRUCTION, THE CERTIFYING ENGINEER SHALLSUBMIT A LETTER TO THE OWNER AND ENGINEER INDICATINGTHEY OBSERVED THE INSTALLATION AND THE INSTALLATION OFTHE STORMWATER SYSTEM WAS IN CONFORMANCE WITH THECERTIFIED DRAWINGS.TELEPHONEELECTRICGAS LINEFORCEMAIN (SAN.)EASEMENTWATERMAINSANITARY SEWEREXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDRAINTILEDSSSLSLEGENDTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.WARNINGHIGH-PRESSURE PIPELINE(S)Excavation and/or ConstructionProhibited Without compliance withState One-Call, AND Without WrittenPermission FromMAGELLAN PIPELINE COMPANY, L.P.UTILITY CONSTRUCTION NOTES BM #2TNH=953.05BM #3BM #4LYMAN BLVD. (C. S. A. H. NO. 18)LYMAN BLVD.TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) (C. S. A. H. NO. 18)TWIN CITIES & WESTERN R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) GALPIN BL V D . (C. S. A. H. N O . 1 1 7 ) 100.0' 100.0'100.0 ' 10 0 . 0 '9379379409399 4 0 9 4 0 9419409409389389399399419419419409409559 4 2 94 3 9 4 4 945 9 4 4 944944944941942943944940943944942943940938939941941 942943944940940940 941938938 943942928 955957945942950 95 5 961960945946945944940 935 930 925 92 2 955950945940925923928929939937937936937936939 939939939939 939935 934 936 937 938 939 939 9359369 3 7 938922 925 928 929 9419449439429369509519659649669659649529539459449409419 5 5 9 5 6 9 4 4 9 4 7 9 4 8 936 935934100.0'SCALE IN FEET012060NORTH Nov 02, 2018 - 12:30pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-L1-LAND.dwgL1.01LANDSCAPEPLANProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.Date:This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.40252William L. Delaney10/19/201811/02/18JMWCity ResubmittalLANDSCAPING REQUIREMENTS:PROJECT VALUE, INCLUDING BUILDING CONSTRUCTION, SITE PREPARATION AND SITE IMPROVEMENTSIF OVER 4,000,000 = 1% LANDSCAPE VALUEESTIMATED CONSTRUCTION COST $10,000,000 = $100,000 LANDSCAPE VALUELANDSCAPINGSHADE TREES167CONIFER TREES84290 TREES TOTAL PROPOSEDORNAMENTAL TREES39SHRUBS666Landscape Estimate +/-$198,000 TOTAL LANDSCAPE VALUE TO MEET CHANHASSEN LANDSCAPE REQUIREMENT CODE AT A MINIMUMVEHICULAR AREAS:1 TREE FOR EVERY 250 SF OF REQUIRED LANDSCAPE AREA. 604972 x 8% / 250 = 193 TREESFOUNDATION AND AESTHETIC PLANTINGS:1 TREE FOR EVERY 30' OF PUBLIC ROW FRONTAGE - 2180 LIN FT = 73 TREES266 TREES TOTAL REQUIREDCHANHASSEN, MN LANDSCAPE CODETREESCODEBOTANICAL NAME / COMMON NAMECONTCALSIZEQTYSGAcer freemanii `Sienna Glen` / Sienna Glen MapleB & B2.5"Cal22HBCeltis occidentalis / Common HackberryB & B2.5"Cal33HLGleditsia triacanthos `Skyline` / Skyline Honey LocustB & B2.5"Cal15KCGymnocladus dioica `Espresso` / Kentucky CoffeetreeB & B2.5"Cal25IWOstrya virginiana / American HophornbeamB & B2.5"Cal14SOQuercus bicolor / Swamp White OakB & B2.5"Cal13ROQuercus rubra / Red OakB & B2.5"Cal9BLTilia americana `Boulevard` / Boulevard LindenB & B2.5"Cal22PEUlmus americana `Princeton` / American ElmB & B2.5"Cal14CONIFERSCODEBOTANICAL NAME / COMMON NAMECONTCALSIZEQTYNSPicea abies / Norway SpruceB & B6`44BSPicea glauca densata / Black Hills SpruceB & B6`24APPinus nigra / Austrian Black PineB & B6`16ORN. TREESCODEBOTANICAL NAME / COMMON NAMECONTCALSIZEQTYSBAmelanchier canadensis `Autumn Brilliance` / Autumn Brilliance ServiceberryB & B2"Cal20JLSyringa reticulata / Japanese Tree LilacB & B2"Cal19GROUND COVERSCODEBOTANICAL NAME / COMMON NAMECONTQTY25-151MNDOT Seed Mix 25-151 / High Maintenance TurfSeed64,566 sf33-261MNDOT Seed Mix 33-261 / Ponds and Wet AreasSeed56,842 sf35-241MNDOT Seed Mix 35-241 / Native - General RoadsideSeed329,077TUR HIGTurf Sod Highland Sod / SodSod102,281 sfPLANT SCHEDULE TREESLEGENDEASEMENTCURB & GUTTERBUILDINGRETAINING WALLSIGNPIPE BOLLARDPROPERTY LIMITEXISTINGPROPOSEDWETLAND LIMITSTREELINEWATERMAINSANITARY SEWERSTORM SEWERDRAINTILEDSSYARDDRAINLANDSCAPE EDGINGTREE TO BE REMOVEDLIMITS OF DISTURBANCETREE PROTECTION FENCETPRIP RAPWARNINGHIGH-PRESSURE PIPELINE(S)Excavation and/or ConstructionProhibited Without compliance withState One-Call, AND Without WrittenPermission FromMAGELLAN PIPELINE COMPANY, L.P. BM #4100.0'9409399 4 0 9 4 0 9419409409389389399399419419419409409 4 2 94 3 9 4 4 944944944944942943940938939941941 942943944940940 94194294194410BH29ICLH33AD18IC31LH25AD26IC19LB2926LBSS259BHGL32LB30SS25GL38LB22AW19SCALE IN FEET06030NORTH Nov 02, 2018 - 12:31pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-L1-LAND.dwgL1.02SHRUB PLAN-NORTHProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.Date:This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.40252William L. Delaney10/19/201811/02/18JMWCity ResubmittalLEGENDEASEMENTCURB & GUTTERBUILDINGRETAINING WALLSIGNPIPE BOLLARDPROPERTY LIMITEXISTINGPROPOSEDWETLAND LIMITSTREELINEWATERMAINSANITARY SEWERSTORM SEWERDRAINTILEDSSYARDDRAINLANDSCAPE EDGINGTREE TO BE REMOVEDLIMITS OF DISTURBANCETREE PROTECTION FENCETPRIP RAPSHRUBSCODEBOTANICAL NAME / COMMON NAMECONTQTYICAronia melanocarpa `Iroquois Beauty` TM / Black Chokeberry5 gal79ADCornus alba `Alleman`s Compact` / Tatarian DogwoodBulb44BHDiervilla lonicera / Dwarf Bush Honeysuckle5 gal19LHHydrangea paniculata `Jane` / Little Lime Hydrangea5 gal58GLRhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac5 gal70SSSpiraea nipponica `Snowmound` / Snowmound Spirea5 gal50LBSyringa x `Bloomerang` / Lilac5 gal109MVViburnum lantana `Mohican` / Mohican Wayfaring Tree5 gal19PERENNIALSCODEBOTANICAL NAME / COMMON NAMECONTQTYAFSSedum x `Autumn Fire` / Autumn Fire Sedum1 gal32PLANT SCHEDULE SHRUBS NORTHSEE SHEET L1.03 FOR SOUTH BUILDING SHRUB PLANTINGSALL SHRUB AREAS TO BE MULCHED WITH DOUBLE SHREDDED HARDWOOD MULCH TO A 4" DEPTH-MULCH TO BE NATURAL COLOR 100.0'9409399 4 0 9 4 0 941940938939 939 9399399399 3 9 9399BH26ICLH28AD24SF21LH28AD27SF15LB31BH9SCALE IN FEET06030NORTH Nov 02, 2018 - 12:31pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-L1-LAND.dwgL1.03SHRUBPLAN-SOUTH &DETAILSProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.Date:This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.40252William L. Delaney10/19/201811/02/18JMWCity ResubmittalGENERAL NOTES:1.THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONSRELATING TO THE NATURE AND SCOPE OF THE WORK.2.THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPEARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS,AND PERMITS GOVERNING THE WORK.4.THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITEELEMENTS DURING CONSTRUCTION. DAMAGE TO SAME SHALL BE REPAIRED AND/OR REPLACED AT NOADDITIONAL COST TO THE OWNER.5.LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARYUTILITIES AND GOPHER STATE ONE CALL 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BERESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPEARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION.6.THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTINGINSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE.7.THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHTNEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONSSHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK.8.THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. QUANTITIESSHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TOVERIFY QUANTITIES SHOWN ON THE PLAN.9.THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES.10.EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALLCONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCINGADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING.11.LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED.12.CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION.PLANTING NOTES:1.NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED INTHE IMMEDIATE AREA.2.A GRANULAR PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS AT THE MANUFACTURERSRECOMMENDED RATE PRIOR TO PLANT INSTALLATION.3.ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60,LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTEMINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS.4.OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES.5.ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINERGROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND.6.PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS.7.ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED.8.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMEDUNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION.9.NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THELANDSCAPE ARCHITECT.10.ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACINGSHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPEARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION.11.ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED.12.MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUSMATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ONDRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON-SITE FOR APPROVAL.DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR SHRUB BEDS, AND 3" FOR PERENNIAL/GROUNDCOVER BEDS, UNLESS OTHERWISE DIRECTED.13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TOCOMPLETE THE WORK SHOWN ON THE PLAN.14.USE ANTI-DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF ANDFOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENSSHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD.14.PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAININGA LIBERAL AMOUNT (4% MIN.) OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANTGROWTH. IT SHALL COMPLY WITH MNDOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL.MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS,ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-0-10 FERTILIZER AT THE RATEOF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUTTHE ENTIRE BED IN A 6" LAYER AND ROTO-TILLING IT INTO THE TOP 12" OF SOIL AT A 1:1RATIO.ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTILINSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED.15.ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1),UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENTINCLUDING LABOR AND PLANTS.16.CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY.THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OFBEGINNING PLANT INSTALLATION.17.SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT INOFF-SEASONS ENTIRELY AT HIS/HER RISK. DECIDUOUS17.1.POTTED PLANTS: 4/1 - 6/1; 9/21 - 11/117.2.DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/117.3.EVERGREEN POTTED PLANTS: 4/1 - 6/1; 9/21-11/117.4.EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 17.5.TURF/LAWN SEEDING: 4/1 - 6/1; 7/20 - 9/2017.6.NATIVE MIX SEEDING: 4/1 - 7/20; 9/20-10/2018.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANTMATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS ISCOMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THEGUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEADMATERIALS, RE-SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTERACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THECONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THEGUARANTEE PERIOD.19.ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OFTHE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THESAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS.20.WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE AWEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEATSTRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINENEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER.TURF AND TOPSOIL MANAGEMENT NOTES:TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS ABOVE:1.ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 6" OF TOPSOIL PRIOR TO INSTALLING SOD.TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALLMEET ABOVE REQUIREMENTS.2.WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACEELEVATION OF TRAIL, SLAB, CURB, ETC.3.SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPESSTEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY.4.TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING,MULCHING AND FERTILIZING. SEED MIXTURE NO.25-121 WILL BE PLACED AT THE RATE OF 65 POUNDSPER ACRE.5.ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATERUNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGESWALES INSTALL EROSION CONTROL BLANKET.6.ALL DISTURBED AREAS TO RECEIVE NATIVE SEED, ARE TO RECEIVE PLANTING SOIL, SEED, MULCH, ANDWATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR INDRAINAGE SWALES INSTALL EROSION CONTROL BLANKET.IRRIGATION NOTES:1.IRRIGATION SYSTEM TO BE DESIGN/BUILD. CONTRACTOR TO SUBMIT SHOP DRAWINGS FORAPPROVAL OF SYSTEM LAYOUT PRIOR TO INSTALLATION.2.ALL SOD TO RECEIVE SPRAY OR ROTOR IRRIGATION HEADS WITH MINIMUM DESIGN OF 1" IRRIGATIONPER WEEK.3.ALL PLANT BEDS TO RECEIVE DRIP LINE IRRIGATION , WITH A MINIMUM DESIGN OF .25" IRRIGATIONPER WEEK.4.CONTRACTOR TO INSTALL A TOTAL OF 4 QUICK COUPLERS AT THE CORNERS OF THE PROPERTY. A 2.5"TYPE K SOURCE PIPE IS PROVIDED BY MECHANICAL.NOTESPROVIDE & INSTALL RODENT PROTECTION1/2" HARDWIRE CLOTH, MESH CYLINDER, 8" DIA ORGREATER X 36" HT.. STAKE IN PLACEINSTALL TREE WITH ROOT FLARE VISIBLE AT TOP OFTHE ROOT BALL. REMOVE SOIL IN LEVEL MANNER FROMTOP OF ROOT BALL TO EXPOSE 1ST 1/2" OR LARGER MAINORDER ROOT IF NEEDED. SET ROOT BALL WITH MAINORDER ROOT 1" ABOVE ADJACENT GRADE. DO NOTCOVER TOP OF ROOT BALL WITH SOIL.PLACE NO MULCH IN CONTACT WITH TREE TRUNKREMOVE BURLAP, TWINE, ROPE AND WIRE FROMTOP HALF OF ROOT BALLBUILD 4" HIGH EARTH SAUCER BEYOND EDGE OFROOT BALLEDGE CONDITION VARIESPLACE ROOT BALL ON UNDISTURBED ORCOMPACTED SOILSCARIFY SIDES OF TREE PIT WITH SPADE BY HANDTO BIND WITH PREPARED SOILPLANTING SOIL, REFER TO SPECIFICATIONS, COMPACT TO 85%OF MAX. DRY UNIT WEIGHT ACCORDING TO ASTM D 698TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOTPRESSURE SO THAT ROOT BALL DOES NOT SHIFTDIG PLANTING PIT 4" TO 6"DEEPER THAN ROOT BALLUNDISTURBEDSUBGRADENOTE:CONTRACTOR SHALL MAINTAIN TREES IN A PLUMBPOSITION THROUGHOUT THE WARRANTY PERIOD. IFSTAKING IS REQUIRED BY SITE CONDITIONS,CONTRACTOR TO USE 2 OR 3 STAKE METHOD WITH 1"WEBBING AROUND TRUNK OF THREE (NO WIRE ORCABLING TO BE USED)WRAP TREE TRUNKS ONLY UPON APPROVAL BYLANDSCAPE ARCHITECT30" RADIUS MULCH RINGA1.5 X AMIN.11 TREE PLANTING DETAIL1/4" = 1'-0" L1.03P-011INSTALL 2" LAYER OF MULCH, DO NOT PLACE INCONTACT W/ SHRUB STEMAPPLY PRE-EMERGENT HERBICIDEEDGE CONDITION VARIESEDGER, REFER TO PLAN AND SPECIFICATIONLOOSEN ROOTS OF CONTAINER GROWN PLANTSEXCAVATE PLANT BED MIN. 4" DEEPER THANROOT BALL HT.SCARIFY SIDES AND BOTTOM OF PLANTING BEDWITH SPADEUNDISTURBED SUBGRADEPREPARE SOIL FORTHE ENTIRE BEDSEE PLAN12"MIN4"SHRUB PLANTING DETAIL3/8" = 1'-0" L1.03P-0221.5" WASHED RIVER ROCK MULCH18" WIDTH FROM BUILDING316" THICK STEEL EDGER (BLACK) W/ STAKEFINISHED GRADE AND EDGECONDITION VARIES - SEEPLANMAINTENANCE STRIP1 1/2" = 1'-0"3P-20L1.034"FINISH GRADE - SLOPE TO DRAINLANDSCAPE ROCK - SEE NOTESCOMMERCIAL WEED BARRIERPREPARED SUBGRADEROCK MULCH1" = 1'-0" EDGERL1.03P-094LEGENDEASEMENTCURB & GUTTERBUILDINGRETAINING WALLSIGNPIPE BOLLARDPROPERTY LIMITEXISTINGPROPOSEDWETLAND LIMITSTREELINEWATERMAINSANITARY SEWERSTORM SEWERDRAINTILEDSSYARDDRAINLANDSCAPE EDGINGTREE TO BE REMOVEDLIMITS OF DISTURBANCETREE PROTECTION FENCETPRIP RAPSHRUBSCODEBOTANICAL NAME / COMMON NAMECONTQTYICAronia melanocarpa `Iroquois Beauty` TM / Black Chokeberry5 gal26ADCornus alba `Alleman`s Compact` / Tatarian DogwoodBulb51BHDiervilla lonicera / Dwarf Bush Honeysuckle5 gal18LHHydrangea paniculata `Jane` / Little Lime Hydrangea5 gal56SFSorbaria sorbifolia `Sem` / Sem Ash Leaf Spirea5 gal36LBSyringa x `Bloomerang` / Lilac5 gal31PLANT SCHEDULE SHRUBS SOUTHSEE SHEET L1.02 FOR NORTH BUILDING SHRUB PLANTINGSCarver County, MN Code of Ordinances American Legal Publishing 183 (1) (a) Stockpile existing material and respread. When available, on-sitetopsoil (A soil horizon) shall be stripped and stockpiled for later reapplication. Stockpiled topsoilshall meet the standard selected for the project. If stockpiled material does not meet the selectedstandard for the project, the material shall be amended to meet the selected standard or topsoilmeeting the selected standard shall be imported to the site. (b) Stockpile testing. The stockpile shall be tested prior to respreading.Sample results must be submitted to county staff a minimum of two business days prior torespreading. (2) Submittal requirements. A “Topsoil Management Plan” shall be submittedand shall include information on the topsoil management strategies to be utilized to maintain soilpermeability at or above required standards.(Ord. 83-2016, passed 9-20-16)Requirement. A minimum of twelve inches of topsoil must be provided in all green spaceareas of the project. Topsoil shall meet one of the topsoil standards described in § 153.60(A)below. When available on-site, topsoil shall be managed to protect and/or restore soilpermeability to non-compacted soil conditions following construction. (A) Topsoil standards. (1) Carver County topsoil standard.Table 2. Carver County Topsoil Standard.Requirement Range Test MethodMaterial passing the ¾ in [19 mm] 100% ASTM D 422Material passing No 4 in [4.75 mm] 85% -Clay 5% - 30% ASTM D 422Silt 5% - 35% ASTM D 422Sand 38% - 75% ASTM D 422Organic matter 3% - 15% ASTM D 2974pH 6.1 - 7.5 ASTM G 51Compaction - 1,400 kilopascals (kPa) /Field test200 pounds per square inch(psi) in the upper 12 inchesof soil, or- bulk density of less than1.4 grams per cubiccentimeter (g/cm3) in theupper 12 inches of soil (2) Match existing soils. For sites that have not been previously graded, a sitespecific topsoil standard can be developed using one of the methods described below: (a) Soil survey data. A site specific topsoil standard can be developedusing information on physical soil properties from the Natural Resource Conservation Service’sWeb Soil Survey for Carver County. The proposed site specific standard must be submitted priorto permit approval; (b) On-site testing. A site specific topsoil standard may be developedusing on- site sampling results. One sample shall be collected of the top 12 inches of soil fromeach soil map unit within the disturbed area of the project. Samples shall be collected andanalyzed for percent clay, percent sand, percent silt, organic matter content, and pH. A sitespecific standard shall then be developed using a weighted average of the samples collectedon-site. Sample results and the proposed site specific standard must be submitted prior to permitapproval; or (c) Organic matter, pH, and compaction standards. All site specificstandards shall include the ranges described in the Carver County Topsoil Standard for organicmatter, pH, and compaction. (B) Topsoil replacement methods.ALL SHRUB AREAS TO BE MULCHED WITH DOUBLE SHREDDED HARDWOOD MULCH TO A 4" DEPTH-MULCH TO BE NATURAL COLOR BM #2TNH=953.05BM #3BM #4LYMAN BLVD. (C. S. A. H. NO. 18)LYMAN BLVD.TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) (C. S. A. H. NO. 18)TWIN CITIES & WESTERN RR CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) TW I N C I T I E S & W E S T E R N R R CO . ( FO RM E R L Y C . , M . , S T . P . , & P . R R CO . ) GALPIN BL V D . (C. S. A. H. N O . 1 1 7 )E X C E P T I O NE X C E P T I O NE X C E P T I O N100.0' 100.0'100.0 ' 10 0 . 0 'RAIL CORRIDOR TREE LINE TO REMAINRAIL CORRIDOR TREE LINE TO REMAINRAIL CORRIDOR TREE LINE TO REMAINTREE GROUPING TO BE REMOVEDTREE GROUPING TO BE REMOVEDREMNANT HOMESTEAD TREES TO BE REMOVEDTREE GROUPING TO BE REMOVEDSCALE IN FEET012060NORTH Nov 02, 2018 - 12:31pm - User:jweyenberg L:\PROJECTS\21274\CAD\Civil\Sheets\21274-L2-TREEPRES.dwgL2.01TREEPRESERVATIONCANOPY PLANProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved:Book / Page:Phase:Initial Issued:ClientEDEN TRACECORPORATION8156 MALLORY CT,CHANHASSEN, MN 55317HOLASEKBUSINESS PARKCHANHASSEN,MN8610 GALPIN BLVD.CHANHASSEN, MN 55317PSMPLFGDAPRELIMINARY10/19/201821274Registration No.I hereby certify that this survey, plan or report wasprepared by me or under my direct supervisionand that I am a duly Licensed LANDSCAPEARCHITECT under the laws of the State ofMinnesota.Date:This certification is not valid unless wet signed in blueink. If applicable, contact us for a wet signed copy ofthis survey which is available upon request atSambatek, Minnetonka, MN office.40252William L. Delaney10/19/201811/02/18JMWCity ResubmittalBASE LINE CANOPY COVERAGE = 19% OR LESSCOMMERCIAL/INDUSTRIAL/INSTITUTIONALMINIMUM CANOPY COVERAGE REQUIREMENT = 10%TOTAL PROPERTY AREA = 2,139,667X 10% = 213,966 SF1 NEW TREE = 1089 SF OF CANOPY COVERAGE290 PROPOSED TREES = 315,810 SFCHANHASSEN, MN LANDSCAPE CODELEGENDEASEMENTCURB & GUTTERBUILDINGRETAINING WALLSIGNPIPE BOLLARDPROPERTY LIMITEXISTINGPROPOSEDWETLAND LIMITSTREELINEWATERMAINSANITARY SEWERSTORM SEWERDRAINTILEDSSYARDDRAINLANDSCAPE EDGINGTREE TO BE REMOVEDLIMITS OF DISTURBANCETREE PROTECTION FENCETPRIP RAPWARNINGHIGH-PRESSURE PIPELINE(S)Excavation and/or ConstructionProhibited Without compliance withState One-Call, AND Without WrittenPermission FromMAGELLAN PIPELINE COMPANY, L.P. Sheet TitleProject NumberSheet NumberIssued ForDateLocationProjectClientProject ManagerDateReg. No.I hereby certified that this plan,specification or report was prepared byme or under my direct supervision andthat I am a duly Licensed Architectunder the laws of the State ofMinnesotaEdward A. Farr©COPYRIGHT 2018C:\Users\DLA\Documents\18067 CIP BLDGA_SPR_R19_DLA.rvt10/19/2018 8:55:47 AMA118.066ARCHITECTURAL SITEPLANHOLASEK BUSINESSPARK8610 GALPIN BLVD.CHANHASSEN, MNEDEN TRACECORPORATIONDate16362DLASPR 10-19-2018ARCHITECTURAL SITE PLAN0'30'60'120'NSECTION AASECTION BBMONUMENT SIGN64 sf / 8' TALLMONUMNET SIGN64 sf / 8' TALL179,500 sf109,250 sf178,600 sfLYMAN BLVDGALPINRAILROAD TRACKSTREEBUFFERTREEBUFFER A23A24A22A2512345678910111213141516171842' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"42' - 0"19ABCDE49' - 0"40' - 0"40' - 0"39' - 0"1' - 0"168' - 0"Building A179,500 SF18,000 sfMEZZANINE ABOVET/PRECAST136' - 0"FLOOR 1100' - 0"12345678910111213141516171819----1234567899.4.3.2.1.9.9.6.5.LIGHT FIXTURE AON BLDG B ONLYTHIS ELEVATION6' - 0"8' - 0"40' - 0"6' - 0"40' - 0"8' - 0"6' - 0"8' - 0"40' - 0"6' - 0"40' - 0"11' - 0"ENTRYENTRYT/PRECAST136' - 0"FLOOR 1100' - 0"23456789101112131415161718191.2.6.10111213141512.16171818.19LIGHTLIGHT OVER STAIRS (TYP)T/PRECAST136' - 0"FLOOR 1100' - 0"ABCDE----LIGHT FIXT AAENTRYT/PRECAST136' - 0"FLOOR 1100' - 0"ABCDEENTRYSheet TitleProject NumberSheet NumberIssued ForDateLocationProjectClientProject ManagerDateReg. No.I hereby certified that this plan,specification or report was prepared byme or under my direct supervision andthat I am a duly Licensed Architectunder the laws of the State ofMinnesotaEdward A. Farr©COPYRIGHT 2018C:\Users\DLA\Documents\18067 CIP BLDGA_SPR_R19_DLA.rvt10/19/2018 8:50:07 AMA218.066BUILDING A FLOORPLAN / ELEVATIONSHOLASEK BUSINESSPARK8610 GALPIN BLVD.CHANHASSEN, MNEDEN TRACECORPORATIONDate16362DLASCALE: 1" = 30'-0"A21BLDG A FLOOR PLANSPR 10-19-2018SCALE: 1" = 30'-0"A22BUILIDNG A NORTH - BUILDING B SOUTHSCALE: 1" = 30'-0"A23BUILDING A SOUTH - BUILDING B NORTHSCALE: 1" = 30'-0"A24BUILDING A EASTSCALE: 1" = 30'-0"A25BUILDING A WESTMATERIALS1 PRECAST #12 PRECAST #23 PRECAST #34 ALUMINUM FRAMING SYSTEM5 TINTED INSULATED GLASS(V= VISION / S = SPANDREL)6 PREFINISHED METAL COPING7 TENANT SIGNAGE8 AL/GLS ENTRY DOORS9CANOPY10 DOCK DOOR WITH LEVELER11 DOCK STAIR12 HOLLOW METAL DOOR & FRAME13 PIPE BOLLARD14 DOCK SEAL15 CLERESTORY WINDOW16 AREA LIGHT FIXTURE17 EXIT LIGHT FIXTURE18 DRIVE-UP DOOR19 KNOCK-OUT PANEL20 SPANDREL GLASS0'15'30' 60'N0'15'30' 60'0'15'30' 60'0'15'30' 60'0'15'30' 60'6.1.2.7.9.3.4.8.2.6.1.2.7.9.3.4.8.2.3.SVVVSVVVSVVVSVVVV+34'-0"+36'-0"FRONT ENTRY PERSPECTIVE CORNER ENTRY PERSPECTIVE+34'-0"+ 36'-0" DCBA12345678910111213141516171819A35A34A22A23Building B109,250 SF43' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"54' - 0"108' - 0"43' - 0"35' - 0"35' - 0"44' - 0"114' - 0"950' - 0"DCBAT/ PRECAST136' - 0"BLDG C FLOORPLAN100' - 0"46' - 0"69' - 0"1.2.1.2.6.3.3.4.8.9.5.2020.5.5.LIGHT FIXTURE AASOFFIT LIGHT OVER DOORDCBAT/ PRECAST136' - 0"BLDG C FLOORPLAN100' - 0"SEE 4/A2 FORTYPICAL NOTESLIGHT FIXT AASOFFIT LIGHT OVER DOOROUTLOT ALOT 3LOT 2LOT 1RETAINING WALLLYMANBOULVEARDROOFTOP MECH. UNITSVIEW LINEDOCKDOCKBUILDING ABUILDING BBUILDING C (FUTURE)GRADELOT LINELOT LINELOT LINER.O.W.18' +-BUILDING ABUILDING BLOT LINELOT LINER.O.W.RETAINING WALLDOCKLOT 2LOT 111 ft +-Sheet TitleProject NumberSheet NumberIssued ForDateLocationProjectClientProject ManagerDateReg. No.I hereby certified that this plan,specification or report was prepared byme or under my direct supervision andthat I am a duly Licensed Architectunder the laws of the State ofMinnesotaEdward A. Farr©COPYRIGHT 2018C:\Users\DLA\Documents\18067 CIP BLDGA_SPR_R19_DLA.rvt10/19/2018 8:54:26 AMA318.066BLDG B PLAN & ELEV.and SITE SECTIONSHOLASEK BUSINESSPARK8610 GALPIN BLVD.CHANHASSEN, MNEDEN TRACECORPORATIONDate16362DLASPR 10-19-2018SCALE: 1" = 30'-0"A31BLDG B FLOOR PLANSCALE: 1/16" = 1'-0"A34BUILDING B EASTSCALE: 1/16" = 1'-0"A35BUILDING B WEST0'15'30' 60'NMATERIALS1 PRECAST #12 PRECAST #23 PRECAST #34 ALUMINUM FRAMING SYSTEM5 TINTED INSULATED GLASS(V= VISION / S = SPANDREL)6 PREFINISHED METAL COPING7 TENANT SIGNAGE8 AL/GLS ENTRY DOORS9CANOPY10 DOCK DOOR WITH LEVELER11 DOCK STAIR12 HOLLOW METAL DOOR & FRAME13 PIPE BOLLARD14 DOCK SEAL15 CLERESTORY WINDOW16 AREA LIGHT FIXTURE17 EXIT LIGHT FIXTURE18 DRIVE-UP DOOR19 KNOCK-OUT PANEL20 SPANDREL GLASS0'8'16' 32'0'8'16' 32'SITE SECTION AASITE ECTION BB1" = 40'1" = 40' Sheet TitleProject NumberSheet NumberIssued ForDateLocationProjectClientProject ManagerDateReg. No.I hereby certified that this plan,specification or report was prepared byme or under my direct supervision andthat I am a duly Licensed Architectunder the laws of the State ofMinnesotaEdward A. Farr©COPYRIGHT 2018C:\Users\DLA\Documents\18067 CIP BLDGA_SPR_R19_DLA.rvt10/19/2018 10:43:48 AM1 of 118.066SITE LIGHTINGPHOTOMETRICSHOLASEK BUSINESSPARK8610 GALPIN BLVD.CHANHASSEN, MNEDEN TRACECORPORATIONDate16362DLASCALE: 1" = 60'-0"1 of 11PHOTOMETRIC