HomeMy WebLinkAbout07.J.1
City Council Action Request
7.J.
Meeting Date 1/17/2024
Department Public Works
Agenda Category Action Item
Title South District Street & Utility Improvements – Phase 2: Approve
Plans & Specifications and Establish Bid Date
Staff Recommendation Adopt Resolution 2024-009 approving the plans and specifications
and establishing a February 8, 2024 bid date for the South District
Street & Utility Improvements – Phase 2.
Budget Implication $4,102,216.40 - Area Funds, Utility Funds, Park Trust Funds, Assessments, EDA Funds
Attachments 1. South District Phase 2 CC Memo
2. South District Phase 2 Resolution
3. South District Phase 2 Plans & Specs
To: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
From: Crystal Raleigh, P.E., Assistant City Engineer
Date: January 10, 2024
Re: South District Street & Utility Improvements – Phase 2: Approve Plans &
Specifications and Establish Bid Date
Background
The City had been working with several property owners interested in selling their properties
south of 100th Street for residential development, along with potential developers of the land.
Currently, the area south of 100th Street has only one public road access on Ideal Avenue. Per
the fire code, when more than 30 new housing units are built, a secondary access is required.
To facilitate this, the City began work on a new collector roadway, following the comprehensive
plan. This includes the extension of Hadley Avenue, along with the realignment of 100th
Street. As this new roadway alignment serves multiple properties, it is being built as a City
project through the 429 process with assessments to the benefitting parcels.
On June 2, 2021, the City Council authorized the preparation of a feasibility report for 105th
Street from Ideal Avenue to Hadley Avenue. Since that time, the project has been titled South
District Street & Utility Improvements; however, it follows the same scope of work as included
in the original approval. On March 16, 2022, the City Council approved the feasibility report
Honorable Mayor, City Council, and Jennifer Levitt
South District Street & Utility Improvements – Phase 2
Approve Plans & Specifications and Establish Bid Date
January 10, 2024
Page 2 of 2
and authorized the preparation of plans & specifications, which were subsequently approved
by the City Council on May 4, 2022. Bids for the project were opened on May 26, 2022. Ease-
ment agreements were approved, and the project was awarded on June 1, 2022.
In August, 2022, Council approved Change Order No. 1 for the South District Street and Utility
project to allow flexibility in the scope of work to be completed in 2023 due to changes in
developer interest of the adjacent parcels. The change order set a deadline of March 31, 2023,
for the City to determine the final scope of work for the 2023 construction season or to com-
pletely cancel the remaining portion of the contract for convenience as allowed by the contract
documents. On March 7, 2023, the Council canceled the remaining portion of the contract.
The final scope of work completed in the 2023 construction season included installation of
sanitary sewer, watermain, and storm sewer.
The remaining scope of work for the project consists of street construction including the road-
way storm sewer system, some utility connections, lighting, landscaping, sidewalk, and trail.
Discussion
Plans and Specifications
Plans and specifications have been prepared for the remaining scope of work in accordance
with City standards and specifications. The engineer’s estimate for the construction of the im -
provements is $4,102,216.40. The costs outlined for the specific improvements correspond
with the feasibility report.
Bid Date
A bid date of February 8, 2024, at 9:00 a.m. will provide ample time to give required notification
to contractors.
Recommendation
It is recommended the City Council adopt Resolution 2024-009 approving the plans and speci-
fications and establishing a February 8, 2024 bid date for the South District Street & Utility
Improvements – Phase 2.
CITY OF COTTAGE GROVE, MINNESOTA
CITY COUNCIL
RESOLUTION 2024-009
RESOLUTION APPROVING THE PLANS AND SPECIFICATIONS
AND ESTABLISHING A BID DATE FOR THE
SOUTH DISTRICT STREET & UTILITY IMPROVEMENTS PROJECT – PHASE 2
WHEREAS, plans and specifications have been prepared in accordance with the
City Standards and Specifications for the South District Street & Utility Improvements
Project – Phase 2; and
WHEREAS, a bid date has been established for February 8, 2024; and
WHEREAS, the City Engineer has presented such plans and specifications to the
City Council for approval.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Cottage
Grove, County of Washington, State of Minnesota, approves the plans and specifications
and establishes a bid date of February 8, 2024, for the South District Street & Utility
Improvements Project – Phase 2.
Passed this 17th day of January, 2024.
Myron Bailey, Mayor
Attest:
Tamara Anderson, City Clerk
Plot Date: 01/10/2024 - 12:38pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G001.dwgXrefs:, Metro_Street_2D, Metro_Street_1D, Metro_Street_1C, Metro_Street_2C, CottageGrove_CityTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.SIGNATUREI HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.DATEPRINTED NAMELIC. NO.SHEET1 OF 158APPROVED: COTTAGE GROVE PUBLIC WORKS DIRECTOR/CITY ENGINEERDAVID R. SANOCKI 40973SOUTH DISTRICT STREET & UTILITY IMPROVEMENTS - PHASE 2CONSTRUCTION PLAN FOR: AGGREGATE BASE, BITUMINOUS PAVEMENT, CONCRETE CURB AND GUTTER, STORM SEWER,WATER MAIN, LIGHTING, AND ADA IMPROVEMENTS. LOCATED ONHADLEY AVENUECITY OF COTTAGE GROVE, MINNESOTAFROM 105TH STREETTONSCALES800' 1600'0Horizontal Scale In FeetTHE SUBSURFACE UTILITY INFORMATION IN THIS PLAN ISUTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WASDETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02,ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION ANDDEPICTION OF EXISTING SUBSURFACE UTILITY DATA.INDEX MAP25' 50'0Horizontal Scale In FeetPLAN VIEW10' 20'0Horizontal Scale In FeetPROFILE VIEWDESIGNATIONFUNCTIONAL CLASSNO. OF TRAFFIC LANESNO. OF PARKING LANESDRIVING LANE WIDTHSHOULDER WIDTHR-VALUE20 YEAR ESALSADT (PRESENT YEAR) 2022ADT (FUTURE YEAR) 2042HCADT (FUTURE YEAR) 2042DESIGN SPEEDDESIGN LOADDESIGN SPEED BASED ONSTOPPING SIGHT DISTANCE:HEIGHT OF EYE = 3.5 FTHEIGHT OF OBJECT = 2.0 FTDESIGN SPEED NOT ACHIEVED AT:URBANMINOR ARTERIAL2012'N/AXX4,768,00012,90016,7008.6% 40 MPH10 TONDESIGN DESIGNATION 100TH STREET S.100TH STREET--- GOVERNING SPECIFICATIONS ---THE CITY OF COTTAGE GROVE "STANDARD SPECIFICATIONS FOR UTILITY AND STREET CONSTRUCTION"SHALL GOVERN.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "MINNESOTA MANUAL ON UNIFORM TRAFFICCONTROL DEVICES" (MN MUTCD), INCLUDING "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONELAYOUTS."HORIZONTAL DATAWASHINGTON COUNTY COORDINATE SYSTEMDATUM: NAD83, 1996 ADJUSTMENTUNITS: US SURVEY FOOTVERTICAL DATADATUM: NGVD88DATEPROJECT LOCATION0.8620.0000.0000.862GROSS LENGTHBRIDGE LENGTHEXCEPTION LENGTHNET LENGTHFEETFEETFEETFEETMILESMILESMILESMILESLENGTH AND DESCRIPTION BASED ON: HADLEY ALIGNMENTPROJECT LOCATIONCITY: COTTAGE GROVECOUNTY: WASHINGTONDISTRICT: METROSTANTEC PROJECT NO. 193806597800' 1600'0Horizontal Scale In FeetDESIGNATIONFUNCTIONAL CLASSNO. OF TRAFFIC LANESNO. OF PARKING LANESDRIVING LANE WIDTHSHOULDER WIDTHR-VALUE20 YEAR ESALSADT (PRESENT YEAR) 2022ADT (FUTURE YEAR) 2042HCADT (FUTURE YEAR) 2042DESIGN SPEEDDESIGN LOADDESIGN SPEED BASED ONSTOPPING SIGHT DISTANCE:HEIGHT OF EYE = 3.5 FTHEIGHT OF OBJECT = 2.0 FTDESIGN SPEED NOT ACHIEVED AT:RURALMINOR ARTERIAL2012'6'XX385,0003,0004.3704.3% 40 MPH10 TONDESIGN DESIGNATION 103RD STREET S.DESIGNATIONFUNCTIONAL CLASSNO. OF TRAFFIC LANESNO. OF PARKING LANESDRIVING LANE WIDTHSHOULDER WIDTHR-VALUE20 YEAR ESALSADT (PRESENT YEAR) 2022ADT (FUTURE YEAR) 2042HCADT (FUTURE YEAR) 2042DESIGN SPEED (105TH TO 100TH)DESIGN SPEED (100TH TO 95TH)DESIGN LOADDESIGN SPEED BASED ONSTOPPING SIGHT DISTANCE:HEIGHT OF EYE = 3.5 FTHEIGHT OF OBJECT = 2.0 FTDESIGN SPEED NOT ACHIEVED AT:URBANMAJOR COLLECTOR3012'N/AXX193,0001,5001,9004.3% 30 MPH40 MPH10 TONDESIGN DESIGNATION HADLEY AVENUE S. LOCATED ON1OOTH/103RD STREETFROM 500' WEST HADLEY AVENUETOHAMLET AVENUEHADLEY AVENUE S.STA. 509+14BEGIN CONSTRUCTION4552.000.000.004552.000.5080.0000.0000.508GROSS LENGTHBRIDGE LENGTHEXCEPTION LENGTHNET LENGTHFEETFEETFEETFEETMILESMILESMILESMILESLENGTH AND DESCRIPTION BASED ON: 100TH - 103RD ALIGNMENT2680.000.000.002680.00100TH ST S.STA. 1108+80END CONSTRUCTIONRURALMINOR ARTERIAL2012'6'XX385,0003,0004,3704.3% 40 MPH10 TON01-04-2024HADLEY AVENUE S.STA. 554+66END CONSTRUCTION103RD STREET S.STA. 1082+00BEGIN CONSTRUCTIONHADLEY AVENUE S.HADLEY AVENUE S. PERMANENTLY REMOVEDFROM 100TH STREET S. TO 103RD STREET S.100TH STREET S. PERMANENTLY REMOVEDFROM HAYWARD AVE S. TO HADLEY AVENUE S.100TH STREET S.COMMENTSDATEINDEXSHEET NO.SHEET DESCRIPTION1 TITLE SHEET2LEGEND3 GENERAL LAYOUT4STATEMENT OF ESTIMATED QUANTITIES5TABULATIONS6 SOILS AND CONSTRUCTION NOTES7-9TYPICAL SECTIONS10 -15CONSTRUCTION DETAILS16 - 23 STANDARD PLANS24STAGING PLAN25 - 29 TEMPORARY TRAFFIC CONTROL30 - 32 ALIGNMENT PLAN AND TABULATIONS33 - 40INPLACE TOPOGRAPHY, UTILITIES AND REMOVAL PLAN41- 55 CONSTRUCTION PLAN AND PROFILE56 - 63 SURFACING PLAN64 -72ADA PLAN73 -75SANITARY SEWER & WATER MAIN PLAN AND PROFILE76 - 82 DRAINAGE PLAN AND PROFILES83 GRADING PLAN84 - 86 STORM WATER POLLUTION PLAN87 - 95 EROSION CONTROL PLAN96 - 104 TURF ESTABLISHMENT PLAN105 - 108 LANDSCAPING PLAN109 - 113 LIGHTING PLAN114 - 125 SIGNING AND PAVEMENT MARKING PLAN126 - 158 CROSS SECTIONSTHIS PLAN CONTAINS158SHEETS
BCMCONFLAGGRILLHCPDWYOHWMPEDEPIVSAMPLINGWELLROCKRRRR GATESEPSEPTICVENTSEPTICG-PIPESPRINKLERIVBG-SERS-SERST-SERW-SERTOWERELECTESTPITTRANGASSAMPLINGWELLWELLBSJLMMTSBMBENCHMAILSCONTROLGUPROPANETANKG-REGR/WPOSTLOCTVCOLSGES?WTRASHCDHSRG-VENTCCGPS CONTROL POINTJUDICIAL LAND MONUMENTMONUMENT COMPUTEDROW MONUMENTROW MARKER POSTSECTION CORNERTRAVERSE CONTROL POINTEXISTING TOPOGRAPHIC SYMBOLSSURVEY LINESFMFMFM>>>>>>>>>>>>>>>>>>>>>lllllllllllllEXISTING UTILITY LINESSURVEY SYMBOLSBACKSIGHT CONTROL POINTMONUMENT IRON FOUNDMONUMENT IRON SETFMFMFM>>>>>>>>>>>>>>>>>>>lllllllllllllNEW UTILITY LINESCONCRETE CURB AND GUTTERGRADING INFORMATION952950952950BENCH MARK LOCATION1:4AERIAL CONTROL POINT>>>>FORCE MAINSANITARY SEWERSANITARY SERVICESTORM SEWER DRAINTILESTORM SEWERWATER MAINWATER SERVICEPIPE CASINGFMFMFM>>>>>>>>>>>>>>>>>>>lllllllllllllFUTURE UTILITY LINES>>>>EXISTING TOPOGRAPHIC LINESCTV-ACTV-ACTV-ACTV-BCTV-BCTV-BCTV-CCTV-CCTV-CCTV-DCTV-DCTV-DFO-AFO-AFO-AFO-BFO-BFO-BFO-CFO-CFO-CFO-DFO-DFO-DE-AE-AE-AE-BE-BE-BE-CE-CE-CE-DE-DE-DG-AG-AG-AG-BG-BG-BG-CG-CG-CG-DG-DG-DXXXXXXXXXEXISTING PRIVATE UTILITY LINESSTORM SEWER CATCH BASINSTORM SEWER BEEHIVE CATCH BASINSTORM SEWER FLARED END SECTIONCURB BOXFIRE HYDRANTMANHOLEWATER REDUCERNEW TOPOGRAPHIC SYMBOLSSANITARY CLEANOUTBOLLARDSANITARY OR STORM LIFT STATIONRIP RAPOHPOHPOHPC-AC-AC-AC-BC-BC-BC-CC-CC-CC-DC-DC-DDRAINAGE FLOWBENCHBUSH DECIDUOUSCATCH BASIN BEEHIVECURB BOXCATCH BASINCONTROL BOX SIGNALCLEAN OUT (SEWER)SEPTIC DRAIN FIELDDRINKING FOUNTAINENERGY DISSIPATERSTORM SEWER APRONFLAG POLEFUEL PUMPGRILLHANDICAP SPACEHANDHOLEFIRE HYDRANTLOOP DETECTORLIGHT YARDMAIL BOXMANHOLE-HEATMANHOLE-POWERMANHOLE-GASMANHOLE-SANITARY SEWERMANHOLE-STORM SEWERMANHOLE-COMMUNICATIONSMANHOLE-UNKNOWNMETER POWERMETER GASORDINARY HIGH WATER MARKPEDESTRIAN PUSH BUTTONPEDESTAL POWERPEDESTAL COMMUNICATIONSPOST INDICATOR VALVEPARKING METERPOLE-COMMUNICATIONSPOLE-GUYPOLE-LIGHTPOLE-POWERPOLE-UTILITYPOSTPICNIC TABLEPROPANE TANKSAMPLING WELLROCKRR SIGNAL CONTROL BOXRR CROSSING GATERR SIGNALREGULATION STATION GASTREE-DECIDUOUSSATELLITE DISHSEPTIC TANKSEPTIC VENTSIGNSTAND PIPE GASSPIGOT WATERSPRINKLER HEADSPRINKLER VALVE BOXSTUMPSERVICE-SANITARY SEWER POINT ON LINESERVICE-WATER POINT ON LINETELEPHONE BOOTHTRANSMISSION TOWER ELECTRICTEST PIT LOCTRANSFORMER POWERTREE DEADTRASH CANTRAFFIC SIGNALVALVE GASVALVEWETLANDWELL-WATERTREE-CONIFEROUSTREE-FRUITGUY WIRELIFT STATION WET WELLLIFT STATION DRY WELLLIFT STATION CONTROL PANELMANHOLE-WATERBASKETBALL POSTBARRICADE PERMANENTBURIAL CONTROL MONUMENTBUILDING LOWEST OPENINGCOLUMNCULVERT ENDWELL-MONITORINGOUTLET CONTROL STRUCTURESERVICE-GAS POINT ON LINESOIL BORINGMAIL RELAY BOXINLET (SMALL DIA.)SERVICE-STORM SEWER POINT ON LINEABBREVIATIONSAD ALGEBRAIC DIFFERENCEBV BUTTERFLY VALVEBVCE BEGIN VERTICAL CURVE ELEVATIONBVCS BEGIN VERTICAL CURVE STATION℄CENTER LINECL. CLASSCMP CORRUGATED METAL PIPEC.O. CHANGE ORDERDIP DUCTILE IRON PIPEEL/ELEV ELEVATIONEVCE END VERTICAL CURVE ELEVATIONEVCS END VERTICAL CURVE STATIONEX EXISTINGFES FLARED END SECTIONF/F FACE TO FACEFM FORCE MAINF.O. FIELD ORDERGV GATE VALVEHP HIGH POINTHWL HIGH WATER LEVELINV INVERTK CURVE COEFFICIENTLP LOW POINTMH MANHOLE (SANITARY)NTS NOT TO SCALENWL NORMAL WATER LEVELPC POINT OF CURVEPCC COMPOUND CURVEPI POINT OF INTERSECTION⅊PROPERTY LINEPPVC PERFORATED POLYVINYL CHLORIDE PIPEPRC POINT OF REVERSE CURVEPT POINT OF TANGENTPVC POLYVINYL CHLORIDE PIPEPVI POINT OF VERTICAL INTERSECTIONR RADIUSRCP REINFORCED CONCRETE PIPER/W RIGHT-OF-WAYSS STORM SEWER STRUCTURESTA STATIONTCE TEMPORARY CONSTRUCTION EASEMENTTNH TOP NUT HYDRANTTYP TYPICALVC VERTICAL CURVEWM WATER MAINRETAINING WALLFENCE - BARBED WIREFENCE - CHAIN LINKFENCE - DECORATIVEFENCE - STOCKADEFENCE - WOODFENCE - ELECTRICGUARD RAILTREE LINEWETLANDCABLE TV QUALITY LEVEL DCABLE TV QUALITY LEVEL CCABLE TV QUALITY LEVEL BCABLE TV QUALITY LEVEL AFIBER OPTIC QUALITY LEVEL DFIBER OPTIC QUALITY LEVEL CFIBER OPTIC QUALITY LEVEL BFIBER OPTIC QUALITY LEVEL APOWER QUALITY LEVEL DPOWER QUALITY LEVEL CPOWER QUALITY LEVEL BPOWER QUALITY LEVEL AGAS QUALITY LEVEL DGAS QUALITY LEVEL CGAS QUALITY LEVEL BGAS QUALITY LEVEL ACOMMUNICATION QUALITY LEVEL DCOMMUNICATION QUALITY LEVEL CCOMMUNICATION QUALITY LEVEL BCOMMUNICATION QUALITY LEVEL AOVERHEAD POWEROVERHEAD COMMUNICATIONOVERHEAD UTILITIESFORCE MAINSANITARY SEWERSANITARY SERVICESTORM SEWER DRAINTILESTORM SEWERWATER MAINWATER SERVICEPIPE CASINGFORCE MAINSANITARY SEWERSANITARY SERVICESTORM SEWERWATER MAINWATER SERVICEBOUNDARYNEW CENTERLINEEXISTING EASEMENT LINENEW EASEMENT LINEFLOOD PLAIN BOUNDARYEXISTING LOT LINENEW LOT LINEEXISTING RIGHT-OF-WAYNEW RIGHT-OF-WAYSETBACK LINEEXISTING CONTOUR MINOREXISTING CONTOUR MAJORNEW CONTOUR MINORNEW CONTOUR MAJORNEW GRADING LIMITS / SLOPE LIMITSNEW SPOT ELEVATIONEXISTING SPOT ELEVATIONRISE:RUN (SLOPE)EXISTINGNEWFUTUREDEMOLITIONOHCOHCOHCOHUOHUOHUBCMCONCLVTFLAGGRILLHCPDWYG-METEROHWMPEDEPIVSAMPLINGWELLROCKRRRR GATESEPSEPTICVENTSEPTICG-PIPESPRINKLERIVBG-SERS-SERST-SERW-SERTOWERELECTESTPITTRANGASSAMPLINGWELLWELLAIR CONTROLBSJLMMTSBMBENCHMAILSCONTROLGEUPROPANETANKG-REGR/WPOSTLOHYDRANT PVMNT MARKER (REFLECTOR)HYDRANT VALVEPEDESTAL CATVCTVCOLSGESSS?WTRASHARMANHOLE-AIR RELEASECDHPEDESTRIAN RAMPSPOLE-UTILITY SERVICERESECTED POINTRVENT GASG-VENTSTORM SEWER OUTLET STRUCTURESTORM SEWER OVERFLOW STRUCTUREBOOSTER STATIONWATER REDUCERSTA:5+67.19980.87CCTRACER WIRE BOXTREXISTING CENTERLINE744.40743.21745.47743.78VALVESHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:38pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G002.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBWMAFMAFDRSJDP193806597158LEGEND¬2
FUTURE PARK AREA1075108010851090109511001105111011151118510515520525530535540545550555559910123411131251676815141718192021222423HEATH AVEHAYWARD AVEHAMLET AVEHADLEY AVE105TH ST103RD ST100TH ST2560656926CONSTRUCTION AREACITY OF COTTAGE GROVE, MINNESOTA##VIEW REFERENCE0 200 400NSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:40pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G003.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XPNO, 193806597_XSNO, 193806597_XSNV, 193806597_XSXU, 193806597_XSNUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTGENERAL LAYOUT¬3PBWMAFMAFDRSJDP193806597158VIEWINPLACE TOPO,UTILITY &REMOVAL PLANCONSTRUCTIONPLAN ANDPROFILESURFACINGPLANSANITARY SEWERAND WATER MAINPLAN AND PROFILESTORM SEWERPLAN ANDPROFILE1334156 76233 42 56 73 77334 435779434 44575354558635 46 58736 47 59836 75937 48 6010 37 49 60 8311 38 50 611238 51 6113 39 52 6214 39 53 65 8115 40 54 65 82165564 74 841780VIEWEROSIONCONTROLPLANTURFESTABLISHMENTPLANLANDSCAPINGPLANLIGHTINGPLANSIGNING ANDPAVEMENTMARKING PLAN1 87 96 105 109 1182 87 96 105 109 1183 88 97 106 110 1194 88 97 106 110 1195 89 98 1071111206 89 98 107 111 1207 90 99 108112 121890 991219 91 100 12210 91 10012211 92 101 1231292 101 12313 93 1021241493 1021241594 103 12516 94 103 12517 95 104VIEWADADETAILS18 6419 6520 66216722 6823 69247025712672VIEWEROSIONCONTROLPLANTURFESTABLISHMENTPLANLANDSCAPINGPLANLIGHTINGPLANSIGNING ANDPAVEMENTMARKING PLAN
STATEMENT OF ESTIMATED QUANTITIESNO. DESCRIPTION UNITSTOTAL EST.QUANTITIESGENERAL1 MOBILIZATION LS 1.002TRAFFIC CONTROL LS 1.003SKIDSTEER (BOBCAT) WITH OPERATORHR 604STREET SWEEPER WITH OPERATOR HR 605TEMPORARY HYDRAULIC MATRIX AC 23.76SEDIMENT CONTROL LOGS (TYPE COMPOST)LF 3757TEMPORARY CONSTRUCTION ENTRANCE CY 5008SILT FENCE LF 165249SEEDING AC 23.710SEED MIXTURE 25-121 LB72111SEED MIXTURE 25-131 LB 55112SEED MIXTURE 33-261 LB 4213HYDRAULIC MATRIX (MULCH)AC 23.714ROLLED EROSION PREVENTION PRODUCT CAT 25 SY555715SALVAGED TOPSOIL BORROW (LV)CY 18830SANITARY SEWER16IMPROVED PIPE FOUNDATION LF 8117TELEVISE SANITARY SEWER LF 81188" PVC SANITARY SEWER PIPE, SDR 26LF 8119CONNECT TO EXISTING SANITARY MANHOLE EA 12024" X 4" CUT-IN-WYE, C905EA 11WATER MAIN21IMPROVED PIPE FOUNDATION LF 253228" DIP WATER MAIN, CL. 52, INCL. POLY WRAPLF 482318" DIP WATER MAIN, CL. 52, INCL. POLY WRAPLF 205248" GATE VALVE AND BOX EA 12518" BUTTERFLY VALVE AND BOX EA 126DUCTILE IRON FITTINGS LB 178327INSULATION (4" THICK)SY528CONNECT TO EXISTING 8" WATER MAIN EA 129CONNECT TO EXISTING 18" WATER MAIN EA 3SERVICES301" CORPORATION STOP EA 12311" CURB STOP AND BOX EA 12321" TYPE "K" COPPER WATER SERVICE LF 741334" PVC SCH. 40, SANITARY SERVICE PIPELF 594344" PVC C900, SANITARY SERVICE RISER PIPELF272STORM SEWER35STORM DRAIN INLET PROTECTION (IN STREET)EA 5236STORM DRAIN INLET PROTECTION (OFF STREET)EA 1437REMOVE CULVERT LF 18338IMPROVED PIPE FOUNDATION LF 194339CONNECT TO EXISTING STRUCTURE EA24012" HDPE STORM SEWER LF 1834115" RCP STORM SEWER, CLASS 5LF 6314218" RCP STORM SEWER, CLASS 5LF7154324" RCP STORM SEWER, CLASS 3LF 5974412" FLARED END SECTION EA24515" RCP FLARED END SECTION, INCL. TRASH GUARDEA 446CLASS III RANDOM RIP RAP CY 127.75472' X 3' CB W/R-3067-V(B) AND HDPE RINGSLF 16.844848" CBMH W/R-3067-V(B) AND HDPE RINGSLF 74.974948" STMH W/ R-1642-B AND HDPE RINGSLF 350TELEVISE STORM SEWER LF 1943STATEMENT OF ESTIMATED QUANTITIESNO. DESCRIPTION UNITSTOTAL EST.QUANTITIESSTREETS51SAWING BITUMINOUS PAVEMENT LF 26552REMOVE CONCRETE CURB AND GUTTER LF 62953REMOVE BITUMINOUS STREET PAVEMENT SY 1030354REMOVE SIGN EA 1655SALVAGE AND REINSTALL SIGNS EA 1556SUBGRADE EXCAVATION (EV)CY 257057COMMON EXCAVATION (EV)CY 2621958COMMON EXCAVATION - SPECIAL (EV)CY 1500259COMMON EMBANKMENT (CV)CY 427360COMMON EMBANKMENT - SPECIAL (CV)CY 1494461AGGREGATE BASE, VIRGIN CLASS 5TN 1875362SHOULDER BASE AGGREGATE, VIRGIN CLASS 2TN 25263TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)TN 179964TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) - SPECIALTN 176465TYPE SP 9.5 WEARING COURSE MIXTURE (4,F)TN 103366TYPE SP 12.5 WEARING COURSE MIXTURE (4,F) - SPECIALTN 137667TYPE SP 12.5 NON-WEARING COURSE MIXTURE (4,B)TN 269268BITUMINOUS MATERIAL FOR TACK COATGL3985697" CONCRETE DRIVEWAY (COMMERCIAL)SY 65170B418 CONCRETE CURB AND GUTTER LF 101071B618 CONCRETE CURB AND GUTTER LF 860972D428 CONCRETE CURB AND GUTTER LF 570734" SOLID LINE PAVEMENT MARKING (GROUND IN)LF 9238746" SOLID LINE PAVEMENT MARKING (GROUND IN)LF 2377512" SOLID LINE PAVEMENT MARKING (GROUND IN)LF 4387624" SOLID LINE PAVEMENT MARKING (GROUND IN)LF 290774" DOUBLE SOLID LINE PAVEMENT MARKING (GROUND IN)LF 887878LEFT TURN ARROW (GROUND IN)EA 679RIGHT TURN ARROW (GROUND IN)EA280HANDICAPPED MESSAGE (GROUND IN)EA 281SIGN PANELS TYPE C SF154.182SIGN PANELS TYPE D SF 31.583PERMANENT BARRICADE EA 1084DELINEATOR/MARKEREA 6TRAIL85SAWING BITUMINOUS PAVEMENT-TRAIL LF5586REMOVE BITUMINOUS TRAIL PAVEMENT SY24787REMOVE CONCRETE PEDESTRIAN RAMP SF44288AGGREGATE BASE, VIRGIN CLASS 5TN412189TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)TN 1632906" CONCRETE WALK SF 2225591TRUNCATED DOME PANEL SF 404LIGHTING92LIGHT FOUNDATION, TYPE AEA2793LIGHT FOUNDATION, TYPE EEA294LIGHTING EQUIPMENT PADEA 195LIGHTING UNIT (LIGHT POLE AND LUMINAIRE), TYPE AEA 2796LIGHTING UNIT (LIGHT POLE AND LUMINAIRE), TYPE E2EA297LIGHTING SERVICE CABINET EA 198UNDERGROUND WIRE, #6 AWG WIRELF 37760991.5" NON-METALLIC CONDUIT LF 96901004" NON-METALLIC CONDUIT LF 2080101LIGHTING HANDHOLE EA 24102CONNECT TO EXISTING HANDHOLE EA2LANDSCAPING103DECIDUOUS TREE 2.5" CAL B&B EA72SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:40pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G004.dwgXrefs:, 193806597_BORDER, 193806597_C900THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTSTATEMENT OF ESTIMATED QUANTITIES¬4PBWMAFMAFDRSJDP193806597158
EARTHWORK SUMMARYDESCRIPTIONEXCAVATION EMBANKMENTSALVAGEDTOPSOILBORROW(6)COMMON(1)SPECIAL(2)SUBGRADE(3)COMMON(4)SPECIAL(5)HADLEY AVEROADWAY 4437 444 2514 8861 11054BASIN 15002HADLEY SUBTOTAL 4437 15002 444 2514 8861 11054100TH ST / 103RD STROADWAY 20974 2097 1452 5613 7518HADLEY SUBTOTAL 20974 2097 1452 5613 7518102ND STROADWAY 290 29 116 470 258HADLEY SUBTOTAL 290 29 116 470 258BYPASSROADWAY 518 191BYPASS SUBTOTAL 518 191TOTAL 26219 15002 2570 4273 14944 18830(1) CUT VOLUME BASED OFF OF CROSS SECTIONS.(2) MATERIAL EXCAVATION FOR BASIN. MATERIAL EXCAVATED MAY BE USED AS AGGREGATE BACKFILL (MODIFIED) FORAREAS OF NEED.(3) SUBGRADE EXCAVATION ESTIMATED 10% OF COMMON EXCAVATION VOLUME.(4) FILL VOLUME BASED OFF OF CROSS SECTIONS.(5) TOTAL AGGREGATE BACKFILL (MODIFIED) NEEDED ASSUMING 1.0' OF MATERIAL PLACED PER THE TYPICALSECTIONS. IT IS ANTICIPATED EXISTING MATERIAL INPLACE WILL MEET SPECIFICATION FOR AGGREGATE BACKFILL(MODIFIED). ADDITIONAL MATERIAL REQUIRED TO MEET GRADE OR REPLACE UNUSABLE MATERIAL SHALL BE MINEDAND MOVED FROM SOMEWHERE ON THE SITE.(6) TOPSOIL VOLUME ESTIMATED AT 0.5' DEPTH FOR AREAS OF RESTORATION.STORM SEWER SCHEDULESTRUCTURE TYPE STD-PLATE CASTING DIAMETER SPECIAL COMMENTSCBMH 205 CBMH STO-5 R-3067-V 48"CBMH 206CBMHSTO-5 R-3067-VB 48"CBMH 207 CBMH STO-5 R-3067-V48"CBMH 208 CBMH STO-5 R-3067-V 48"CBMH 209 CBMH STO-5 R-3067-V 48"CBMH 210 CBMH STO-5 R-3067-VB 48"CB 211 CB STO-7 R-3067-VB 2'X3'CB 213 CB STO-7 R-3067-V 2'X3'CBMH 214 CBMH STO-5 R-3067-VB 48"CB 215 CB STO-9 R-4342 48"CB 216 CB STO-7 R-3067-V 2'X3'CBMH 243 CBMH STO-5 R-3067-V 48"CBMH 244 CBMHSTO-5 R-3067-V 48"CB 245 CB STO-7 R-3067-V 2'X3'FES 405 FES STO-11 TRASH GUARD 15"FES 406 FES STO-11 TRASH GUARD 15"FES 501FESSTO-11 TRASH GUARD 15"FES 502 FES STO-11 TRASH GUARD 15"SEWER AND WATER SERVICE DATALOTNO.BLOCKNO.RECORD PLAN DATA CONTRACTOR RESPONSIBILTIYSPECIALCOMMENTSWYESTA.COORDINATES OF CURB STOPOR END OF WATER PIPETOP OFRISER ELEVSEWER INV.ELEVATIONAT ENDFIELD MEASUREMENTSSERVICE LENGTH12CURB STOP TOSEWER PLUGSEWER PIPE TOWATER LINEX Y Z WATER SEWERSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:40pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G004.dwgXrefs:, 193806597_BORDER, 193806597_C900THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTTABULATIONS¬5PBWMAFMAFDRSJDP193806597158
1.THE GRADING GRADE IS DEFINED AS THE BOTTOM OF THE SELECT GRANULARBORROW OR AGGREGATE BASE WHERE NO SELECT BORROW IS PROPOSED.2.SUITABLE GRADING MATERIAL ON THIS PROJECT SHALL CONSIST OF ALLSOILS ENCOUNTERED EXCEPT TOPSOIL, DEBRIS, ORGANIC MATERIAL ANDOTHER UNSTABLE MATERIAL.3.GRANULAR MATERIAL SHALL MEET THE REQUIREMENTS OF SPEC. 3149.2B4.AGGREGATE BACKFILL (MODIFIED) REGARDLESS OF SOURCE SHALL MEET THEREQUIREMENTS OF MnDOT SPEC. 3149.2B2.5. AT THE TIME OF FINAL GRADING, INPLACE MATERIAL BELOW THE PROPOSEDAGGREGATE BASE LEVEL WILL BE REVIEWED FOR USE AS AGGREGATEBACKFILL (MODIFIED). SHOULD TESTING RESULTS SHOW THE INPLACEMATERIAL IS SUITABLE TO MEET THE SPECIFICATION REQUIREMENTS, THEINPLACE MATERIAL MAY REMAIN AS APPROVED BY THE OWNER. SHOULDTESTING SHOW THAT THE INPLACE MATERIAL IS NOT SUITABLE FOR USE ASAGGREGATE BACKFILL (MODIFIED), THE CONTRACT SHALL REMOVE TO THEDEPTHS SHOWN ON THE TYPICAL SECTIONS AND REPLACE WITH QUALITYMATERIAL. PROPOSED MATERIAL SHALL FIRST COME FROM LOCATIONS ONSITE. QUANTITIES WILL BE REVISED TO REFLECT THE USE OF ANY INPLACEMATERIAL FOR THE PROPOSED AGGREGATE BACKFILL (MODIFIED) LAYER.6.SLOPE DRESSING IS DEFINED AS THE INPLACE TOPSOIL OR OTHER SOILPLACED DURING PRIOR CONSTRUCTION TO PROVIDE A MEDIUM FORESTABLISHING TURF.7. IT IS ANTICIPATED THAT TOPSOIL SALVAGED FROM THE SITE SHALL BE USEDFOR SLOPE DRESSING ON THE PROJECT. PAYMENT FOR STRIPPING WILL BEMADE AS EXCAVATION - COMMON AND PAYMENT FOR PLACEMENT ASCOMMON EMBANKMENT (CV).8. ANY DEBRIS WHICH MAY BE ENCOUNTERED BY THE CONTRACTOR DURINGGRADING SHALL BE DISPOSED OF BY THE CONTRACTOR OFF THE PROJECTRIGHT OF WAY IN A SUITABLE DISPOSAL AREA AS APPROVED BY THEENGINEER.9. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALLBECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE RECYCLED TOTHE EXTENT ALLOWED IN THE BASE AND SURFACING ITEMS OR DISPOSED OFOFF OF THE RIGHT OF WAY IN ACCORDANCE WITH MNDOT SPECIFICATION2104.3C.10. THE NEW UTILITY INSTALLATIONS AND IMPROVEMENTS WHICH ARE DEEPERTHAN THE SUBGRADE IMPROVEMENT ZONE SHOULD BE PERFORMED PRIOR TOSUBGRADE PREPARATION. PROPER BEDDING OF PIPES APPEARS ON THEATTACHED SHEET ENTITLED "BEDDING/FOUNDATION SUPPORT OF BURIEDPIPE." BACKFILL COMPACTION SHALL MEET THE REQUIREMENTS OF MNDOT2106.3F1 (SPECIFIED DENSITY METHOD). (INCIDENTAL)11. MATERIALS DEFINED AS UNSUITABLE (TOPSOIL, ORGANIC, DEBRIS) MUST BEREMOVED FROM THE EMBANKMENT FOUNDATION. THE UNSUITABLEMATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH SPEC. 2104 AND2106.12. WHERE SOILS ARE DRY AND STABLE, THE SUBCUT BOTTOM SHALL BECOMPACTED BY THE QUALITY COMPACTION METHOD AND INCLUDE AMINIMUM OF 4 PASSES WITH AN APPROVED ROLLER. COMPACTION SHALL BECOMPLETED TO THE SATISFACTION OF THE ENGINEER AND ACCORDING TOMNDOT SPECIFICATION 2106.3F2.13. TEST ROLLING WILL BE REQUIRED. (INCIDENTAL)14. IF INSTABILITY IS NOTED UNDER THE COMPACTION PROCESS, A COMPACTIONSUBCUT SHALL BE PERFORMED. THE COMPACTION SUBCUT THICKNESS SHALLBE ONE FOOT, OR AS DIRECTED BY THE ENGINEER, PAID FOR AS SUBGRADEEXCAVATION.15. COMPACTION OF SUITABLE GRADING MATERIAL SHALL BE IN ACCORDANCEWITH THE SPECIFIED DENSITY METHOD.16. COMPACTION OF AGGREGATE BASE SHALL BE IN ACCORDANCE WITH THESPECIFIED DENSITY METHOD.17. PROVIDE FOR A UNIFORM BITUMINOUS TACK COAT BETWEEN ALLBITUMINOUS COURSES. THE TACK SHALL BE APPLIED IN ACCORDANCE WITHMNDOT SPECIFICATION 2357. THE ROADWAY SURFACE SHALL BE CLEAN ANDFREE OF DEBRIS PRIOR TO APPLYING TACK. BITUMINOUS TACK COATMATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.03 TO 0.05 GAL/SQ YDBETWEEN NEW BITUMINOUS LAYERS PLACED THAT HAVE BEEN SUBJECTED TOTRAFFIC AND A RATE OF 0.07 TO 0.10 GAL/SQ YD ON TRAFFICKEDBITUMINOUS SURFACES TO BE OVERLAID. THESE APPLICATION RATES AREFOR UNDILUTED EMULSION (AS SUPPLIED FROM THE REFINERY) OR MCLIQUID ASPHALT. (INCIDENTAL)18. ALL BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPEC. 2360.19. ALL BITUMINOUS FINAL SURFACES WILL BE SUBJECT TO STRAIGHT EDGESMOOTHNESS REQUIREMENTS AS FOLLOWS:xTHE SURFACE OF THE FINAL TWO LIFTS PLACED SHALL SHOW NOVARIATION GREATER THAN 1/4 INCH FROM THE EDGE OF A 10 FOOTSTRAIGHTEDGE LAID PARALLEL TO OR AT RIGHT ANGLES TO THECENTERLINE.xSHOULDER SURFACING AND SURFACING ON TEMPORARY CONNECTIONSAND BYPASS SHALL SHOW NO VARIATIONS GREATER THAN 1/4 INCH FROMTHE EDGE OF A 10 FOOT STRAIGHTEDGE LAID PARALLEL TO THECENTERLINE.19. PROVIDE A SAWCUT TO ENSURE A UNIFORM JOINT WHERE PLACING NEWPAVEMENT NEXT TO INPLACE PAVEMENT.20. WHERE CONNECTING TO INPLACE ROADWAYS AT THE TERMINI OF PROPOSEDNEW CONSTRUCTION, CUT VERTICALLY TO THE BOTTOM OF THE INPLACESURFACING OR TO THE BOTTOM OF THE NEW PROPOSED SURFACING,WHICHEVER IS DEEPER, THEN AT A 1:20 TAPER TO THE BOTTOM OF THERECOMMENDED EXCAVATION.21. PROVIDE 1:20 TAPERS WHERE APPLICABLE FOR CHANGES IN MATERIAL TYPESTO PREVENT AN ABRUPT SOIL DIFFERENTIAL. TAPERS BETWEEN PLASTIC ANDGRANULAR SOILS SHOULD BE CONSTRUCTED SO THAT THE GRANULAR SOILOVERLAYS THE PLASTIC SOIL.22. AS A PRECAUTIONARY MEASURE FROM A SOILS STANDPOINT, TRAFFIC LANESTO BE USED DURING CONSTRUCTION MUST BE DELINEATED TO KEEPVEHICLES A SAFE DISTANCE AWAY FROM THE ADJACENT EXCAVATION. THEDELINEATION SHOULD COINCIDE WITH POINTS ESTABLISHED BY PROJECTING1:2 OR GREATER (FLATTER) SLOPE BETWEEN THE EDGE OF THE TRAFFICSURFACE AND THE BOTTOM OF THE EXCAVATION. A 1:3 OR FLATTER SLOPEWILL BE REQUIRED IN SWAMP EXCAVATION AREAS.23. THE TOP OF BACKSLOPES AND THE TOE OF FILL SLOPES SHALL BE ROUNDEDTO NATURALIZE THE CONSTRUCTION EVEN THOUGH THE CROSS SECTIONS DONOT SHOW ROUNDING.24. THE CONTRACTOR IS HEREBY REMINDED OF THE RESPONSIBILITY UNDERSTATE LAW TO CONTACT ALL UTILITIES THAT MAY HAVE FACILITIES IN THEAREA. CONTACT MUST BE MADE THROUGH GOPHER STATE ONE-CALL.25. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN AREAS OFPOSSIBLE CONFLICTS WITH PROPOSED UTILITIES. ALL LOCATING, GRADECHANGES TO PROPOSED UTILITIES, CUTTING, INVERT CHANGES,MODIFICATIONS TO STRUCTURES, CONSTRUCTION CREW "DOWN TIME" ANDADDITIONAL ADJUSTMENT RINGS REQUIRED TO CONSTRUCT PROPOSEDUTILITIES UNDER/OVER EXISTING UTILITIES SHALL BE CONSTRUCTED ASINCIDENTAL.26. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THETEMPORARY EROSION ITEMS ARE USED THROUGHOUT THE PROJECT.WHENEVER PRACTICAL, EVEN THOUGH SPECIFIC LOCATIONS FOR THEIR USEMAY NOT BE DESIGNATED DUE TO CONSTRUCTION STAGING.27. THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING CONSTRUCTION IN AMANNER THAT WILL CONTROL EROSION, SEE THE EROSION CONTROL PLANSFOR SUGGESTED LOCATIONS AND DEVICES TO DO SO.28. NO EXTRA PAYMENT WILL BE MADE FOR TEMPORARY STOCKPILING OFEXCAVATION, EMBANKMENT AND/OR BORROW MATERIAL.29. WATER WILL BE REQUIRED FOR DUST CONTROL ON ALL GRAVEL SURFACES.30. AS PART OF TRAFFIC CONTROL, WHEN CLOSING PATHS OR SIDEWALKS,PROVIDE SIGNAGE FOR USERS. PER THE MN MUTCD.31. DO NOT BLOCK SIDEWALKS OR PATHS, WHICH REMAIN OPEN, WITHCONSTRUCTION EQUIPMENT OR MATERIALS.32. PAVING JOINTS ON FINAL LIFT SHALL MATCH PROPOSED LANE LINES.SOILS AND CONSTRUCTION NOTESSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:40pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G004.dwgXrefs:, 193806597_BORDER, 193806597_C900THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTSOILS AND CONSTRUCTION NOTES¬6PBWMAFMAFDRSJDP193806597158
GENERAL NOTES:TYPICAL SECTIONS ARE NOT TO SCALEEXISTING PAVEMENT DEPTHS ARE APPROXIMATE. SEE SOILSAND CONSTRUCTION NOTES FOR FURTHER DETAIL.12'34'1EXISTING TYPICAL SECTIONHADLEY AVE S - STA. 1087+00 TO STA. 1100+78CLP/G12'32'EX. R/WEX. R/WINPLACE 3.5" BIT PAVEMENTINPLACE 5" MIN. RECLAIMED AGGREGATE BASE2EXISTING TYPICAL SECTION100TH ST S - STA. 92+71 TO STA. 104+503EXISTING TYPICAL SECTION100TH ST S - STA. 104+50 TO STA. 109+395'SHLD5'SHLD0' - 10'STRIPED MEDIAN12'34'CLP/G12'32'EX. R/WEX. R/WINPLACE 5" BIT PAVEMENTINPLACE 12" CORE EXCAVATION AND AGGREGATE BACKFILLINPLACE 6" CLASS 5 AGGREGATE BASE5'SHLD5'SHLD103RD ST S - STA. 1082+00 TO STA. 1087+000' - 12'STRIPED MEDIAN / LTL126'CLP/G14'LANE54' - 74'EX. R/WEX. R/W12'LANE8'PATH2'BIT SHLD18' - 30'BLVD8'TRAIL4'AGG SHLDINPLACE 3.5" BIT PAVEMENTINPLACE 5" MIN. RECLAIMED AGGREGATE BASEEXISTINGC&GSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:42pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C100.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTTYPICAL SECTIONSEXISTING7PBWMAFMAFDRSJDP193806597158
GENERAL NOTES:TYPICAL SECTIONS ARE NOT TO SCALEALL CROSS SLOPES ARE IN FT. PER FT.SEE SURFACING PLAN FOR SURFACING INFORMATION. (SHEETS 56-63)UNLESS OTHERWISE SPECIFIED, THE GRADING GRADE CROSS SLOPE SHALLMATCH THE PROPOSED DRIVING SURFACE.2" TYPE SP 12.5 WEARING COURSE MIXTURE (4,F)(SPWEB440F-SPECIAL)1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (4,F)(SPNWA430F)1.5" TYPE SP 9.5 NON WEARING COURSE MIXTURE (4,B)(SPNWB430B)INSET A - BITUMINOUS PAVEMENT6" AGGREGATE BASE (CV) CL 5 (VIRGIN)SUBGRADE EXCAVATION AND AGGREGATE BACKFILLAS DIRECTED BY ENGINEER.IF NECESSARY 12" AGGREGATE BACKFILL (MODIFIED)(2 LIFTS)COMPACTED SUB-BASE5PROPOSED TYPICAL SECTION100TH ST S - STA. 1098+84 TO STA. 1108+8012'STRIPED MEDIAN / LTLP/G12'LANE37' - 54'EX. R/W2'8'PATH0.022'BIT SHLD0.5'0.5'INSET A0.015INSET B0.0156" TOPSOIL &TURF ESTABLISHMENTCL140'EX. R/W12'LANE0.022'BIT SHLD18' - 30'BLVD8'TRAIL4'4'AGG SHLDINSET C1:41:40.5'16" TOPSOIL &TURF ESTABLISHMENT2V:1H B418 C&G4PROPOSED TYPICAL SECTION103RD ST S - STA. 1082+00 TO STA. 1096+30CL90' - 126'EX. R/W12'LANE0.022'BIT SHLD18' - 30'BLVD8'TRAIL0.5'0.5'VAR.4'AGG SHLDINSET C1:41:4INSET B0.5'16" TOPSOIL &TURF ESTABLISHMENTSEE TYPICALSECTION 6FOR DITCHDETAIL.0.01512'RTLINSET A0' - 12'LTL12'LANE0.0254' - 90'EX. R/W2'8'PATH2'BIT SHLD0.5'0.5'4'AGG SHLD0.015INSET BINSET C0.5'16" TOPSOIL &TURF ESTABLISHMENT12'RTL2'0.02INSET A2V:1H
VAR.8'PATH2'EX. R/WVAR.INSET B0.5'B618 C&G22'0.021'2V:1H2B618 C&G6PROPOSED TYPICAL SECTION100TH ST S- SOUTH DITCH0.5'VAR.1:41:46" TOPSOIL &TURF ESTABLISHMENT1:3EX. R/W15'UTILITY CORRIDOR8'TRAIL2'2'VAR.2'1:41:4VAR.100TH ST S - STA. 1096+30 TO STA. 1098+841'1'3" TYPE 9.5 WEARING COURSE MIX (2,C)(SPWEA230C) (TWO LIFTS)INSET B - BITUMINOUS TRAIL6" AGGREGATE BASE (CV) CL 5 (VIRGIN OR RECLAIM)COMPACTED SUB-BASEINSET C - SHOULDER2" SURFACING AGGREGATE, CLASS 5COMPACTED SUB-BASE9" AGGREGATE BASE (CV) CL 5 (VIRGIN)SUBGRADE EXCAVATION AND AGGREGATE BACKFILLAS DIRECTED BY ENGINEER.IF NECESSARY 12" AGGREGATE BACKFILL (MODIFIED)(2 LIFTS)INSET ASNA DRIVEWAY WILL BE INSTALLED USING INSET FSPECIFIC NOTES:BIT SHOULDER MATERIAL SHALL MATCHROADWAY WEAR COURSE.CURB REACTIONPLACE 1.5' TALL EARTHBERM ACROSSDITCH WITH 1' CLAY AND 0.5' SALVAGEDTOPSOIL. LOCATION SHALL BE VERIFIEDIN THE FIELD.121.5' EARTHBERM1.5' EARTHBERM333SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:42pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C100.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTTYPICAL SECTIONSPROPOSED8PBWMAFMAFDRSJDP193806597158
18'40'CLP/G18'40'EX. R/WEX. R/W12'BLVD8'TRAILB618 C&GGRADINGGRADEINSET D7PROPOSED TYPICAL SECTIONHADLEY AVE S - STA. 509+14 TO STA.536+066'SDWKB618 C&G14'BLVD1'2V:1H2V:1H
1'14'50'CLP/G14'50'EX. R/WEX. R/W18' - 25'BLVD8'TRAILB618 C&GGRADINGGRADEINSET D8PROPOSED TYPICAL SECTIONHADLEY AVE S. - STA. 536+06 TO STA. 554+668'TRAILB618 C&G7' - 25'BLVD1'2V:1H2V:1H
1'0' - 12'STRIPED MEDIAN / LTL0.5'0.5'0.0150.5'0.5'INSET B0.015INSET B0.0150.5'0.5'12'RTLINSET D2'0.021'2V:1H1B618 C&GVAR.12'RTL2'0.02INSET D2V:1H B618 C&G11'VAR.1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)(SPWEA330C-SPECIAL)1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)(SPWEA330C)1.5" TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)(SPNWB330B)INSET D - BITUMINOUS PAVEMENT8" AGGREGATE BASE (CV) CL 5 (VIRGIN)SUBGRADE EXCAVATION AND AGGREGATE BACKFILLAS DIRECTED BY ENGINEER.IF NECESSARY 12" AGGREGATE BACKFILL (MODIFIED)(2 LIFTS)COMPACTED SUB-BASE3" TYPE 9.5 WEARING COURSE MIX (2,C)(SPWEA230C) (TWO LIFTS)INSET B - BITUMINOUS TRAIL6" AGGREGATE BASE (CV) CL 5 (VIRGIN OR RECLAIM)COMPACTED SUB-BASE6" TYPE 3F52A CONCRETEINSET E - CONCRETE SIDEWALK4" AGGREGATE BASE (CV) CL 5 (VIRGIN OR RECLAIM)COMPACTED SUB-BASEINSET E0.015INSET E6" TOPSOIL & TURFESTABLISHMENT6" TOPSOIL & TURFESTABLISHMENT6" TOPSOIL &TURF ESTABLISHMENT6" TOPSOIL &TURF ESTABLISHMENT16'30'CLP/G16'30'7'BLVDB618 C&GGRADINGGRADEINSET F9PROPOSED TYPICAL SECTION102ND ST SB618 C&G1'2V:1H2V:1H
1'0.5'0.5'INSET B0.0155'SDWK1'0.020.020.020.020.020.021.5" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)(SPWEA330C-SPECIAL)2.0" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)(SPWEA330C)INSET F - BITUMINOUS PAVEMENT8" AGGREGATE BASE (CV) CL 5 (VIRGIN)SUBGRADE EXCAVATION AND AGGREGATE BACKFILLAS DIRECTED BY ENGINEER.IF NECESSARY 12" AGGREGATE BACKFILL (MODIFIED)(2 LIFTS)COMPACTED SUB-BASEGENERAL NOTES:TYPICAL SECTIONS ARE NOT TO SCALEALL CROSS SLOPES ARE IN FT. PER FT.SEE SURFACING PLAN FOR SURFACING INFORMATION. (SHEETS 56-63)UNLESS OTHERWISE SPECIFIED, THE GRADING GRADE CROSS SLOPE SHALLMATCH THE PROPOSED DRIVING SURFACE.SPECIFIC NOTES:CURB REACTION1SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:42pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C100.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBWMAFMAFDRSJDP193806597158TYPICAL SECTIONSPROPOSED9
SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:45pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G005.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTCONSTRUCTION DETAILS10PBWMAFMAFDRSJDP193806597158
SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:45pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G005.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTCONSTRUCTION DETAILS11PBWMAFMAFDRSJDP193806597158
SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:45pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G005.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTCONSTRUCTION DETAILS12PBWMAFMAFDRSJDP193806597158
SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:46pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G005.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTCONSTRUCTION DETAILS13PBWMAFMAFDRSJDP193806597158
SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:46pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G005.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTCONSTRUCTION DETAILS14PBWMAFMAFDRSJDP193806597158
SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:46pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G005.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTCONSTRUCTION DETAILS15PBWMAFMAFDRSJDP193806597158
Plot Date: 01/10/2024 - 12:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G006.dwgXrefs:
Plot Date: 01/10/2024 - 12:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G006.dwgXrefs:
Plot Date: 01/10/2024 - 12:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G006.dwgXrefs:
Plot Date: 01/10/2024 - 12:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G006.dwgXrefs:
Plot Date: 01/10/2024 - 12:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G006.dwgXrefs:
Plot Date: 01/10/2024 - 12:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G006.dwgXrefs:
Plot Date: 01/10/2024 - 12:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G006.dwgXrefs:
Plot Date: 01/10/2024 - 12:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G006.dwgXrefs:
>>>>>>>>CBMH 205CBMH 206CBMH 207CBMH 208CBMH 209CBMH 210CB 213CBMH 214CB 216CB 211CB 215FES 501FES 502CBMH 243CBMH 244PLUG 15ACB 245FES 406FES 405UEEEEEEEEEEEEEEEEEUUUUEEUUUUUUUEEEEEEUUUUUUUUUTTTHH105TH ST100TH STHEMINGWAY AVEHAYWARD AVEHEATH AVEHAMLET AVEHADLEY AVE103RD STHADLEY AVE102ND STSETTLERS BLUFFDEVELOPMENTNORTHPOINTDEVELOPMENTNORTHPOINTDEVELOPMENTPARKAREANORTHPOINTDEVELOPMENTCONSTRUCTION SCHEDULE:STAGE 1HADLEY AVENUE S.CONSTRUCTIONxINSTALL REMAINING STORM SEWERxGRADING FOR INFILTRATION BASINxROAD CONSTRUCTIONxRESTORATION OF WORK AREASTRAFFICxWORK AREA CLOSED TO TRAFFIC DURING CONSTRUCTIONxNO DETOUR NEEDED DURING CONSTRUCTIONSTAGE 2100TH STREET S. CONNECTION102ND STREET S. CONNECTION103RD STREET S. CONNECTIONHAMLET AVENUE S. CONNECTIONCONSTRUCTIONxINSTALL 103RD STREET BYPASSxINSTALL REMAINING STORM SEWERxROAD CONSTRUCTIONxRESTORATION OF WORK AREASTRAFFICxWORK AREA WILL BE CLOSED TO TRAFFIC DURING CONSTRUCTIONx100TH STREET DETOUR TO BE INPLACE PRIOR TO ROAD CLOSURESTAGE 3HADLEY AVENUE S. / HAMLET AVENUE S. INTERSECTIONCONSTRUCTIONxINSTALL REMAINING STORM SEWERxROAD CONSTRUCTIONxRESTORATION OF WORK AREASTRAFFICxWORK AREA WILL BE CLOSED TO TRAFFIC DURING CONSTRUCTIONxHADLEY AVENUE S. DETOUR TO BE INPLACE PRIOR TO ROAD CLOSURELEGENDSTAGE 1STAGE 2STAGE 3GENERAL NOTES:xCHANGES TO STAGING PLAN MUST BE APPROVED BY THE ENGINEER BEFOREIMPLEMENTATION.xMUST ALLOW ACCESS TO ALL BUSINESSES WITHIN CONSTRUCTION AREA.xFLAGGING OPERATIONS ARE REQUIRED FOR ANY WORK WHERE TWO LANESOF TRAFFIC CANNOT BE MAINTAINED AT ALL TIMES.0 300 600NPBWMAFMAFDRSJDP193806597158STAGING PLAN¬24SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:52pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C651.dwgXrefs:, 193806597_BORDER, 193806597_XSNO_BYPASS, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXV, 193806597_XPNO, 193806597_XSNOTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
UUUOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPGGGGGGCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC>>>>>>>>>>>>>>>>>>>>>>>>>>lll
l
l
ll
lllllllllllllllllllllllllllllllllllllll103RD STR/WR/WCONSTRUCTION LIMITS1077107810791080108110821083108410801234567CL-BYPASS100TH-103RDR=300.0'R=300.0'12'12'2'2'TRAFFICFLOW790800810820830790800810820830796.21796.20+00800.86801.6805.51806.51+00810.17810.6813.34814.02+00815.19815.4816.13815.73+00815.84815.5815.29815.44+00814.87815.0814.77814.35+00814.90814.0814.94814.06+00814.84814.0814.69814.07+00814.60814.07+309.30%3.69%0.28%1.36%-1.11%PVIS: -0+00.00PVIE: 796.21PVIS: 1+73.64PVIE: 812.37PVIS: 2+61.18PVIE: 815.60PVIS: 3+10.81PVIE: 816.28PVI STA: 5+92.00PVI ELEV: 815.02K: 188.60LVC: 110.00BVCS: 5+37.00BVCE: 814.87EVCS: 6+47.00EVCE: 814.85HP: 5+89.78EL.: 814.94PVI STA: 4+58.00PVI ELEV: 814.64K: 79.26LVC: 110.00BVCS: 4+03.00BVCE: 815.25EVCS: 5+13.00EVCE: 814.80LP : 4+90.82EL.: 814.77PROFILE GRADE -TOP OF BYPASS SURFACE0.75' PAVEMENT SECTIONINPLACE GROUNDLINEMATCH EXISTING PAVEMENTWORK AREALEGEND12'CLP/G12'9" AGGREGATE BASE, CL. 5BYPASS TYPICAL SECTION103RD ST S.1:4 MAX2'SHLD0.020.021:4 MAX2'SHLD4" TOPSOIL & TEMPTURF ESTABLISHMENT6" TOPSOIL & TEMPTURF ESTABLISHMENT03060NMATCHLINE7+30SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:54pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C662.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSNO_BYPASSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTTRAFFIC CONTROL AND DETOUR PLAN103RD STREET S. BYPASS ROAD25PBWMAFMAFDRSJDP193806597158
UUOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPGGGGGGGCCCCCCCCCCCCCCCCCCCClllllllllllll
l
l
>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>>SSSS>>SNA-NORTHPARKING103RD STR/WR/WCONSTRUCTION LIMITSCONSTRUCTION LIMITSTE108510861087108810891090109112'12'
2'
2'891011121314100TH-103RDCL-BYPASSR=300.0'R=300.0'>>>>>>>>>>>>012TEMPORARY CONNECTSNA PARKING LOT TO BYPASSMATCH EXISTING PAVEMENTMATCH EXISTING PAVEMENTTRAFFICFLOW790800810820830790800810820830814.60814.07+30814.54814.0814.39814.08+00814.20814.0814.02814.09+00814.13814.1814.28814.010+00814.13814.0813.98813.511+00813.83813.7813.68812.012+00813.53811.6813.38811.513+00813.25812.4813.28811.114+00813.72811.3814.08811.515+00814.32811.9814.57811.916+00 16+250.88%0.48%-0.07%-0.30%-0.30%0.88%-0.53%0.06%PVIS: 8+32.67PVIE: 814.29PVIS: 8+84.15PVIE: 814.02PVIS: 9+41.18PVIE: 814.05PVIS: 9+75.57PVIE: 814.35PVIS: 13+43.21PVIE: 813.25PVIS: 13+93.17PVIE: 813.22PVIS: 14+81.11PVIE: 813.99PVIS: 16+09.46PVIE: 814.6112" STRMPROFILE GRADE -TOP OF BYPASS SURFACE0.75' PAVEMENT SECTIONINPLACE GROUNDLINEMATCH PROPOSED PAVEMENTMATCH EXISTING PAVEMENTMATCH EXISTING PAVEMENT0.75' PAVEMENT SECTIONWORK AREALEGEND12'CLP/G12'9" AGGREGATE BASE, CL. 5BYPASS TYPICAL SECTION103RD ST S.1:4 MAX2'SHLD0.020.021:4 MAX2'SHLD4" TOPSOIL & TEMPTURF ESTABLISHMENT6" TOPSOIL & TEMPTURF ESTABLISHMENT8008108208308008108208300+001+002+002+20BYPASS-FES1STA 0+15INV 810.11 12" SWBYPASS-FES2STA 1+98INV 811.03 12" NEINPLACE GROUNDLINETOP OF BYPASS SURFACETOP OF FINISHED SURFACE183'-12" @ 0.50%03060NMATC
H
L
I
N
E
7+30 SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:54pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C662.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSNO_BYPASSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTTRAFFIC CONTROL AND DETOUR PLAN103RD STREET S. BYPASS ROAD26PBWMAFMAFDRSJDP193806597158
1. ALL TRAFFIC CONTROL DEVICES, INCLUDING OVERHEAD SIGNS ON ROADS OPEN TO TRAFFIC THAT ARE NOT CONSISTENT WITH TRAFFIC OPERATION SHALL BE COVERED, REMOVED ORREVISED AS DIRECTED BY THE ENGINEER.2. WHEN SIGNS ARE INSTALLED, THEY SHALL BE MOUNTED ON POSTS DRIVEN INTO THE GROUND AT THE PROPER HEIGHT AND LATERAL OFFSET AS DETAILED IN THE MNMUTCD. IF THIS IS NOTPOSSIBLE THEY WILL BE MOUNTED ON PORTABLE SUPPORTS AS APPROVED BY THE ENGINEER. WHEN THE SIGNS ARE REMOVED THE SIGN POSTS SHALL ALSO BE REMOVED AS SOON ASPOSSIBLE.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EXTRA SIGNING NEEDED TO FACILITATE TRAFFIC SWITCHES OR FOR TRANSITIONING TRAFFIC FROM ONE STAGE TO ANOTHER.4. ALL SIGNS SHALL MEET MINIMUM RETRO-REFLECTVITY REQUIREMENTS AS OUTLINED IN THE MNMUTCD.5. LONGITUDINAL DROPOFFS SHALL BE SIGNED AS SHOWN IN THE "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS" FIELD MANUAL UNLESS OTHERWISE SPECIFIED IN THESE PLANS.6. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE FINAL SIGNS TO ASSURE THAT THE FINAL SIGNS ARE INSTALLED AS NEEDED, OR PROVIDE TEMPORARY SIGNING AT THEIREXPENSE UNTIL THE FINAL SIGNING IS INSTALLED.SIGNING:GENERAL INFORMATION:NOTES1. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN THE DEVICES IN THIS DETOUR PLAN UNLESS OTHERWISE NOTED.2. FIELD CONDITIONS MAY REQUIRE MODIFICATIONS OF THIS LAYOUT AS DEEMED NECESSARY BY THE ENGINEER.3. ALL DISTANCES ARE APPROXIMATE.4. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY WORK AREAS NEAR TRAFFIC IN ACCORDANCE WITH THE MN MUTCD.5. IF THE CONTRACTOR DECIDES TO PERFORM THE CONSTRUCTION WORK IN A MANNER OTHER THAN SHOWN IN THIS TRAFFIC CONTROL/DETOURPLAN, THE CONTRACTOR SHALL PROVIDE COMPLETE REVISED TRAFFIC CONTROL/DETOUR PLANS TO BE APPROVED BY THE ENGINEER.6. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MOST RECENT EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES, INCLUDING "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS".G20-X172X60(INSTALL 7 DAYSPRIOR TO CLOSURE)BLACKONORANGESIGN LEGENDW20-236X36BLACKONORANGEBLACKONORANGEBLACKONORANGEW20-336X36W20-X636X36M3-124X12BLACKONWHITEM3-224X12BLACKONWHITEM3-324X12BLACKONWHITEM3-424X12BLACKONWHITEM4-8a24X18BLACKONORANGEM4-9m (ATL)30X24BLACKONORANGEM4-9m (ATR)30X24BLACKONORANGEM4-9m (L)30X24BLACKONORANGEM4-9m (R)30X24BLACKONORANGER11-460X30BLACKONWHITER11-248X30BLACKONWHITEFTYPE A FLASHERTYPE III BARRICADETRAFFIC SIGNTYPE III BARRICADE1483.0" Radius, 1.0" Border, Black on Orange; "100th St", D; 666.920.767.56.9618100th St664.325.6613.84.3618543.0" Radius, 1.0" Border, Black on Orange; "Hadley Ave", D; Hadley AveSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:54pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C661.dwgXrefs:, 193806597_XSNO, CottageGrove_City, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTTRAFFIC CONTROL AND DETOUR PLANNOTES AND LEGEND27PBWMAFMAFDRSJDP193806597158
Hadley AveHadley AveHadley AveHadley AveAAHadley AveHadley AveB1*1*BAFFFFNOTES: SETUP A - BARRICADES ARE NOT SHOWN TO SCALE.PROVIDE NECESSARY BARRICADES TO SPAN ROADWAY.ABLEGENDPLACE MIN. 7 DAYS PRIOR TO CLOSURE*WORK AREADETOUR ROUTESHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:55pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C661.dwgXrefs:, 193806597_XSNO, CottageGrove_City, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT0 800 1600NTRAFFIC CONTROL AND DETOUR PLANHADLEY AVENUE S. DETOUR28PBWMAFMAFDRSJDP193806597158
AA1*1*BAA1*FFFFNOTES: SETUP A - BARRICADES ARE NOT SHOWN TO SCALE.PROVIDE NECESSARY BARRICADES TO SPAN ROADWAY.ABLEGENDPLACE MIN. 7 DAYS PRIOR TO CLOSURE*WORK AREADETOUR ROUTESHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 12:55pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C661.dwgXrefs:, 193806597_XSNO, CottageGrove_City, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT0 800 1600NTRAFFIC CONTROL AND DETOUR PLAN100TH STREET S. DETOUR29PBWMAFMAFDRSJDP193806597158
LEGENDALIGNMENT NAMEXXX10761080108510901095110011049395100105110115EX 100TH STEX 103RD - HADLEY AVEHAYWARD AVE S.HEATH AVE S.HAMLET AVE S.HADLEY AVE S.103RD ST S.102ND ST S.0 200 400NSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:11pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C103.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTALIGNMENT PLANEXISTING ALIGNMENTS30PBWMAFMAFDRSJDP193806597158
HAYWARD AVE S.HEATH AVE S.HAMLET AVE S.5055105155205255305355405455505555591075108010851090109511001105111011151118103RD STREETHADLEY3032404210142022505556102ND STSTREET4STREET3STREET8STREET6100TH STREET606569HAMLET AVELEGENDALIGNMENT NAMEXXX0 200 400NSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:11pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C103.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTALIGNMENT PLANPROPOSED ALIGNMENTS31PBWMAFMAFDRSJDP193806597158
100TH-103RDSEGMENTL1075C1705L1076C1706L1077BEGINSTATION1075+001083+01.381093+21.851097+63.421106+55.10ENDSTATION1083+01.381093+21.851097+63.421106+55.101118+63.93PISTATION1088+63.931102+54.96DELTA59°58'04"59°57'52"DEGREE5°52'35"6°43'29"RADIUS975.00852.00TANGENT562.55491.55LENGTH1020.47891.68BEGIN(NORTH,EAST)120136.24, 464698.93120134.08, 465500.30120618.82, 466345.72121000.51, 466567.75121424.10, 467306.46END(NORTH,EAST)120134.08, 465500.30120618.82, 466345.72121000.51, 466567.75121424.10, 467306.46121420.91, 468515.28PI(NORTH, EAST)120132.56, 466062.85121425.40, 466814.91 BEGINDIRECTIONS89°50'44"ES89°50'44"EN30°11'13"EN30°11'13"ES89°50'56"EENDDIRECTIONN30°11'13"ES89°50'56"E102ND STSEGMENTL50C50L51BEGINSTATION50+0051+80.1153+55.03ENDSTATION51+80.1153+55.0356+00PISTATION52+73.95DELTA51°23'41"DEGREE29°22'58"RADIUS195.00TANGENT93.84LENGTH174.92BEGIN(NORTH,EAST)120959.40, 465709.32120959.17, 465889.43121032.31, 466041.90END(NORTH,EAST)120959.17, 465889.43121032.31, 466041.90121223.55, 466195.00PI(NORTH, EAST)120959.05, 465983.26 BEGINDIRECTIONS89°55'41"ES89°55'41"EN38°40'38"EENDDIRECTIONN38°40'38"EHADLEYSEGMENTL502L500L501C500L503C501L504C502L505C503L506C504L507BEGINSTATION500+34.25507+23.14507+86.64509+06.70510+09.93510+60.47512+37.05522+75.60528+69.40536+50.31539+26.88549+19.15554+55.29ENDSTATION507+23.14507+86.64509+06.70510+09.93510+60.47512+37.05522+75.60528+69.40536+50.31539+26.88549+19.15554+55.29559+52.70PISTATION509+58.66511+49.28526+55.38537+91.89552+16.25DELTA16°06'53"15°10'06"90°43'31"30°11'01"61°26'13"DEGREE15°36'41"8°35'24"15°16'44"10°54'49"11°27'33"RADIUS367.01667.00375.00525.00500.00TANGENT51.9588.81379.78141.57297.10LENGTH103.22176.58593.80276.57536.14BEGIN(NORTH,EAST)117891.24, 468366.48118580.07, 468375.18118643.10, 468382.88118763.17, 468382.56118865.07, 468396.70118913.68, 468410.55119087.90, 468436.00120126.37, 468449.21120506.13, 468074.26120506.18, 467293.35120577.38, 467029.40121076.31, 466171.69121522.67, 465923.30END(NORTH,EAST)118580.07, 468375.18118643.10, 468382.88118763.17, 468382.56118865.07, 468396.70118913.68, 468410.55119087.90, 468436.00120126.37, 468449.21120506.13, 468074.26120506.18, 467293.35120577.38, 467029.40121076.31, 466171.69121522.67, 465923.30122019.88, 465937.40PI(NORTH, EAST)118815.12, 468382.42118999.10, 468434.87120506.11, 468454.04120506.19, 467151.77121225.70, 465914.88 BEGINDIRECTIONN0°43'25"EN6°57'41"EN0°09'14"WN0°09'14"WN15°53'49"EN15°53'49"EN0°43'43"EN0°43'43"EN89°59'48"WN89°59'48"WN59°48'47"WN59°48'47"WN1°37'26"EENDDIRECTIONN15°57'39"EN0°43'43"EN89°59'48"WN59°48'47"WN1°37'26"ESTREET3SEGMENTL30BEGINSTATION30+00ENDSTATION32+00PISTATIONDELTA DEGREERADIUSTANGENTLENGTHBEGIN(NORTH,EAST)120425.72, 467117.82END(NORTH,EAST)120617.81, 467173.52PI(NORTH, EAST) BEGINDIRECTIONN16°10'12"EENDDIRECTIONSTREET4SEGMENTL40BEGINSTATION40+00ENDSTATION42+00PISTATIONDELTADEGREE RADIUSTANGENTLENGTHBEGIN(NORTH,EAST)120619.70, 466757.76END(NORTH,EAST)120792.58, 466858.32PI(NORTH, EAST) BEGINDIRECTIONN30°11'13"EENDDIRECTIONSTREET6SEGMENTL10BEGINSTATION10+00ENDSTATION14+99.33PISTATIONDELTADEGREE RADIUSTANGENT LENGTHBEGIN(NORTH,EAST)119289.05, 467939.25END(NORTH,EAST)119290.34, 468438.58PI(NORTH, EAST) BEGINDIRECTIONN89°51'07"EENDDIRECTIONSTREET8SEGMENTL20BEGINSTATION20+00ENDSTATION22+99.33PISTATIONDELTADEGREERADIUSTANGENTLENGTHBEGIN(NORTH,EAST)119949.59, 468147.64END(NORTH,EAST)119950.40, 468446.97PI(NORTH, EAST) BEGINDIRECTIONN89°50'36"EENDDIRECTIONHAMLET AVESEGMENTC1707L1078C1708L1079BEGINSTATION60+0060+52.1266+33.7967+20.46ENDSTATION60+52.1266+33.7967+20.4669+00PISTATION60+26.3066+88.88DELTA19°02'30"89°45'36"DEGREE36°32'04"103°33'31"RADIUS156.8355.33TANGENT26.3055.10LENGTH52.1286.68BEGIN(NORTH,EAST)121424.43, 465930.22121433.17, 465981.36121435.57, 466563.02121489.61, 466619.38END(NORTH,EAST)121433.17, 465981.36121435.57, 466563.02121489.61, 466619.38121669.15, 466619.27PI(NORTH, EAST)121433.09, 465955.06121434.53, 466618.11 BEGINDIRECTIONN70°46'19"EN89°45'48"ES88°54'45"EN0°02'10"WENDDIRECTIONN89°48'49"EN1°19'39"ESHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:11pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C103.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTALIGNMENT PLANALIGNMENT TABLES32PBWMAFMAFDRSJDP193806597158
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHPOH
E
E
E>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllSS
SS
SS
SS
SS
S
S
S
S
S >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HADLEY AVE506507508509510511512513514BEGIN CONSTRUCTIONSTA. 509+14R/WTECONSTRUCTION LIMITSTER/WCONSTRUCTION LIMITSOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP>>>>>lll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l l l
llllllllllllllllllllllllllllllllll>>llSS
SS
SS
SS
S
S
S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HADLEY AVE1422STREET 6STREET 814515516517518519520521R/WTECONSTRUCTION LIMITSCONSTRUCTION LIMITSTEREMOVE BITUMINOUSPAVEMENTREMOVE CONCRETEWALKREMOVECURB & GUTTERCLEARING ANDGRUBBING (EACH)SAWING BITUMINOUSPAVEMENTCULlREMOVE PIPE CULVERTSREMOVE WATER MAINUTILITY STRUCTURE REMOVALS>>REMOVE PIPE SEWER (STORM)SIGN REMOVALS - SEE SIGNINGPLAN SHEETS 118-125FULL DEPTH RECLAMATIONSALVAGE LIGHTING UNITREMOVE GRAVEL SHOULDERSTATION OFFSET INFORMATION BASED ON HADLEY ALIGNMENT03060N
03060N
INPLACE / REMOVALSINPLACE / REMOVALSMATCHLINE514+00MATCHLINE 514+00MATCHLINE521+50SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:14pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C001.dwgXrefs:, REMOVALS, 193806597_XSNV, 193806597_XSXT, 193806597_XSXV, 193806597_XSCL, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTINPLACE UTILITIES, & REMOVAL PLANHADLEY AVENUE S.33PBWMAFMAFDRSJDP193806597158
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPE
E
>
>>>>l
l
l
llll>>>>>>>>>llllllllll>
>
>
>
>
>
>
>llllllllllllllllllllllllllllllSS
SS >>>>>>>>>>>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
S >>>>>>>>>
>
>
>
>
>>>>>>>>>>>>>>>>>>>HADLEY AVE521522523524525526527528CONSTRUCTION LIMITSCONSTRUCTION LIMITSTETER/W>>>>>>>>>>>>lllllllllllllllllllllllllllllllllllllllllSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HADLEY AVE528529530531532533534535CONSTRUCTION LIMITSTER/WREMOVE BITUMINOUSPAVEMENTREMOVE CONCRETEWALKREMOVECURB & GUTTERCLEARING ANDGRUBBING (EACH)SAWING BITUMINOUSPAVEMENTCULlREMOVE PIPE CULVERTSREMOVE WATER MAINUTILITY STRUCTURE REMOVALS>>REMOVE PIPE SEWER (STORM)SIGN REMOVALS - SEE SIGNINGPLAN SHEETS 118-125FULL DEPTH RECLAMATIONSALVAGE LIGHTING UNITREMOVE GRAVEL SHOULDERSTATION OFFSET INFORMATION BASED ON HADLEY ALIGNMENT03060N03060N
INPLACE / REMOVALSINPLACE / REMOVALSMA
T
C
H
L
I
N
E
521
+
5
0MATCHLINE528+13.1MATCHLINE
528+13.1 MATCHLINE535+62.51SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:14pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C001.dwgXrefs:, REMOVALS, 193806597_XSNV, 193806597_XSXT, 193806597_XSXV, 193806597_XSCL, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTINPLACE UTILITIES, & REMOVAL PLANHADLEY AVENUE S.34PBWMAFMAFDRSJDP193806597158
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>ll>>>
l l l llllllllllllllllllllllllllll
l
l
l
l
l
l
l
l
l
l
l
l
>>>
l l l
SSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S303132404142HADLEY AVE535536537538539540541542543CONSTRUCTION LIMITSTER/WCONSTRUCTION LIMITSR/WTE>>>lllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllS
S
S
S
S
S
S
S
S
S
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
S
S
103RD STHADLEY AVEHADLEY AVE100TH ST102ND STFUTUREROADWAY11096109754555654454554654754854955055R/WR/WTETECONSTRUCTION LIMITSCONSTRUCTION LIMITSREMOVE BITUMINOUSPAVEMENTREMOVE CONCRETEWALKREMOVECURB & GUTTERCLEARING ANDGRUBBING (EACH)SAWING BITUMINOUSPAVEMENTCULlREMOVE PIPE CULVERTSREMOVE WATER MAINUTILITY STRUCTURE REMOVALS>>REMOVE PIPE SEWER (STORM)SIGN REMOVALS - SEE SIGNINGPLAN SHEETS 118-125FULL DEPTH RECLAMATIONSALVAGE LIGHTING UNITREMOVE GRAVEL SHOULDERSTATION OFFSET INFORMATION BASED ON HADLEY ALIGNMENT03060N03060NINPLACE / REMOVALSINPLACE / REMOVALSMATCHLI
N
E
535+62.
5
1 MATCHLINE543+13.58MATCHLINE 543+13.58MATCHLINE550+63.58SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:15pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C001.dwgXrefs:, REMOVALS, 193806597_XSNV, 193806597_XSXT, 193806597_XSXV, 193806597_XSCL, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTINPLACE UTILITIES, & REMOVAL PLANHADLEY AVENUE S.35PBWMAFMAFDRSJDP193806597158
REMOVE BITUMINOUSPAVEMENTREMOVE CONCRETEWALKREMOVECURB & GUTTERCLEARING ANDGRUBBING (EACH)SAWING BITUMINOUSPAVEMENTCULlREMOVE PIPE CULVERTSREMOVE WATER MAINUTILITY STRUCTURE REMOVALS>>REMOVE PIPE SEWER (STORM)SIGN REMOVALS - SEE SIGNINGPLAN SHEETS 118-125FULL DEPTH RECLAMATIONSALVAGE LIGHTING UNITREMOVE GRAVEL SHOULDERSTATION OFFSET INFORMATION BASED ON HADLEY ALIGNMENTSTATION OFFSET INFORMATION BASED ON 102ND ST ALIGNMENTE
U U
E
E
U
FO FO FO
FO FO FOFOFO FOFOFOFO
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHPPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP
CCCCCCCCCCCCCCCC C
G CC C C C C
CCCCCCCCFOFOFOG G G G G G G G
G G G G GGGGGG
GGGGGGGGGGGGG G
TT
T
H
l
ll
l
l
llllllllll llllllllllll
l l l
>>>>>>>>>>>>
>
SS
SS
SS
SS
SS
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
S
S
S S
llllllllllllllllllllllllll>
>
>
>
>
>
>
>
>
>
>
>EX. HADLEY AVEEX. 100TH ST551552553554555556557558CONSTRUCTION LIMITSEND CONSTRUCTIONSTA. 554+66POWEREASEMENTR/WR/W93941097109810991100+64.858.6' R+55.318.5' R+55.318.5' L+62.536.2' L+94.266.9' L+72.769.7' REEEEU
U
UOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCE E E
>
>
>
>>>>>>>>>>>>>>>>>lllllllllllllllFMFMllllllllllllllllllllllllllllllSS
SS
S l>>>>>>>SS 02ND ST515253102ND ST1090109110921093109410951096+25.916.6' L+25.916.4' R+71.529.0' R+80.317.6' R+70.516.0' LEX. HADLEY AVEINPLACE - REMOVALSINPLACE / REMOVALSMATCHLINE550+63.5803060N
MATCHLINE 1096+42.14 03060N
MATCHLINE 1096+42.14
MATCHLINE1089+2937SEE SHEETSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:15pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C001.dwgXrefs:, REMOVALS, 193806597_XSNV, 193806597_XSXT, 193806597_XSXV, 193806597_XSCL, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBWMAFMAFDRSJDP193806597158INPLACE UTILITIES, & REMOVAL PLANHADLEY AVENUE S.36
UUUOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllllllllllllllllllllllllllll10751076107710781079108010811082+00.011.0' L+00.012.9' RR/WR/WCONSTRUCTION LIMITSBEGIN CONSTRUCTIONSTA. 1082+00103RD STREMOVE BITUMINOUSPAVEMENTREMOVE CONCRETEWALKREMOVECURB & GUTTERCLEARING ANDGRUBBING (EACH)SAWING BITUMINOUSPAVEMENTCULlREMOVE PIPE CULVERTSREMOVE WATER MAINUTILITY STRUCTURE REMOVALS>>REMOVE PIPE SEWER (STORM)SIGN REMOVALS - SEE SIGNINGPLAN SHEETS 118-125FULL DEPTH RECLAMATIONSALVAGE LIGHTING UNITREMOVE GRAVEL SHOULDERSTATION OFFSET INFORMATION BASED ON 100TH-103RD ALIGNMENTUUUOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPGGGGGGGGGGGCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCllllllllllllllllllllll
l
l
>>>>>>>>>>>>>
>
>
>
>
>
>
>
>>SSSS>>108410851086108710881089108210831084108510861087108810891090+28.4142.4' L+56.488.2' L+00.011.0' L+00.012.9' R+90.1116.5' R+05.0109.3' RR/WR/WCONSTRUCTION LIMITSCONSTRUCTION LIMITSR/WTESNA-NORTHPARKING103RD STEX. HADLEY AVE103RD ST03060NPBWMAFMAFDRSJDP193806597158INPLACE UTILITIES, & REMOVAL PLAN103RD STREET S.37MATCHLINE1082+50INPLACE / REMOVALSINPLACE / REMOVALS03060NMATC
H
L
I
N
E
1082+
5
0MATCHLINE1090+00MATCHLINE1089+2936SEE SHEETSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:16pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C002.dwgXrefs:, REMOVALS, 193806597_XSXV, 193806597_XSCL, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
>>>>>>>>>>>>>
l l l l l l l l l l l l l l
SS>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>S10901091109210931094109510961097R/WR/WTETE545546CONSTRUCTION LIMITSCONSTRUCTION LIMITS103RD STHADLEY AVE
HADLEY AVE100TH STUFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOG-BG-BG-BG-BG-BG-BG-BG-BOFOFOFOFOFOFOFOFOFOHPOHPOHPOHPOHPOHPOPOHPOHPOHPOHPOHPOHPOHPOOHPOHPOHPOHPOHPOHPOHPllllllllllll>>>>>>>>>>>>>>>>>>>>103104105109710981099110011011102110311041105CONSTRUCTION LIMITSR/WR/WTETECONSTRUCTION LIMITS100TH ST100TH STEX. 100TH STREMOVE BITUMINOUSPAVEMENTREMOVE CONCRETEWALKREMOVECURB & GUTTERCLEARING ANDGRUBBING (EACH)SAWING BITUMINOUSPAVEMENTCULlREMOVE PIPE CULVERTSREMOVE WATER MAINUTILITY STRUCTURE REMOVALS>>REMOVE PIPE SEWER (STORM)SIGN REMOVALS - SEE SIGNINGPLAN SHEETS 118-125FULL DEPTH RECLAMATIONSALVAGE LIGHTING UNITREMOVE GRAVEL SHOULDERSTATION OFFSET INFORMATION BASED ON 100TH-103RD ALIGNMENT03060N
PBWMAFMAFDRSJDP193806597158INPLACE UTILITIES, & REMOVAL PLAN103RD STREET S. & 100TH STREET S.3803060NMATCHL
I
N
E
1090+00 MATCHLINE1097+50MATCH
LI
N
E
1097+5
0 MATCHLINE1105+00INPLACE / REMOVALSINPLACE / REMOVALSSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:17pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C002.dwgXrefs:, REMOVALS, 193806597_XSXV, 193806597_XSCL, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
EEEEFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPl l l llllllllllllllllllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>105106107110511061107110811091110111111121113+53.542.0' R+80.224.5' L+80.214.0' R+62.637.5' L+30.941.7' RPOWER EASEMENTCONSTRUCTION LIMITSR/WPOWER EASEMENTEND CONSTRUCTIONSTA. 1108+80100TH STHAYWARD AVEREMOVE BITUMINOUSPAVEMENTREMOVE CONCRETEWALKREMOVECURB & GUTTERCLEARING ANDGRUBBING (EACH)SAWING BITUMINOUSPAVEMENTCULlREMOVE PIPE CULVERTSREMOVE WATER MAINUTILITY STRUCTURE REMOVALS>>REMOVE PIPE SEWER (STORM)SIGN REMOVALS - SEE SIGNINGPLAN SHEETS 118-125FULL DEPTH RECLAMATIONSALVAGE LIGHTING UNITREMOVE GRAVEL SHOULDERSTATION OFFSET INFORMATION BASED ON EX 100TH ST ALIGNMENTSTATION OFFSET INFORMATION BASED ON 100TH-103RD ALIGNMENTUUUEEFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOEEEEE E
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPCCCGGHl
l l l lSS>>>>>>llllllllllllllllllllllllllllllllllllllll9798991001011021031041051102110311041105+80.823.1' L+84.364.0' LPOWER EASEMENTR/W+98.378.8' LCONSTRUCTION LIMITSCONSTRUCTION LIMITS+82.824.2' R100TH STHAMLET AVEEX. 100TH ST03060NPBWMAFMAFDRSJDP193806597158INPLACE UTILITIES, & REMOVAL PLAN100TH STREET S.39INPLACE / REMOVALSINPLACE / REMOVALSMATCHLINE
104+96.10 03060NMATCHLINE1105+00MATCHLINE 96+71.35 SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:17pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C002.dwgXrefs:, REMOVALS, 193806597_XSXV, 193806597_XSCL, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
EUUUUEEFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPCCCCCCCCGC
C CCCCCCCCCCCCCCCCCCCCCCFOFOGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGTTTHlSS
>>>SSlllllllllll>>>lllllllllllllllllllllll
l
ll
l
l
ll l l l l
MFMFMFMFMFMFMFMFMFMFMSS9394959610991100+45.311.6' LPOWER EASEMENTPOWER EASEMENTR/W553554CONSTRUCTION LIMITSCONSTRUCTION LIMITS+46.40.0'+72.218.6' REX. 100TH STHADLEY AVEREMOVE BITUMINOUSPAVEMENTREMOVE CONCRETEWALKREMOVECURB & GUTTERCLEARING ANDGRUBBING (EACH)SAWING BITUMINOUSPAVEMENTCULlREMOVE PIPE CULVERTSREMOVE WATER MAINUTILITY STRUCTURE REMOVALS>>REMOVE PIPE SEWER (STORM)SIGN REMOVALS - SEE SIGNINGPLAN SHEETS 118-125FULL DEPTH RECLAMATIONSALVAGE LIGHTING UNITREMOVE GRAVEL SHOULDERSTATION OFFSET INFORMATION BASED ON HADLEY ALIGNMENT03060NPBWMAFMAFDRSJDP193806597158INPLACE UTILITIES, & REMOVAL PLAN100TH STREET S.40INPLACE / REMOVALSMATCHLINE 96+71.35 SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:17pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C002.dwgXrefs:, REMOVALS, 193806597_XSXV, 193806597_XSCL, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHPOHP
E
E
E>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllSS
SS
SS
SS
SS
S
S
S
S
S >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BEGIN CONSTRUCTIONSTA. 509+14506507508509510511512513514R/WTECONSTRUCTION LIMITSTER/WCONSTRUCTION LIMITSHADLEY AVE6' WALK8' TRAIL17'19'+77.315.0' L+91.717.3' R+57.518.0' R+90.318.0' L+37.018.0' L+37.018.0' R+93.818.0' L+23.748.5' L30' RAD PT+93.848.0' LB618 C&G790800810820830790800810820830807.8505+43807.8808.3506+00810.37810.4810.79811.2507+00811.22811.6811.19813.5508+00810.06810.1809.62810.1509+00809.19807.7809.01807.8510+00809.23807.0809.72807.5511+00810.23810.0810.73808.3512+00811.23809.4811.73809.4513+00812.23810.1812.71811.1514+000.85%-2.26%-0.88%1.00%PVIS: 506+40.72PVIE: 810.29PVIS: 507+85.53PVIE: 811.52PVIS: 508+50.14PVIE: 810.06PVI STA: 514+39.13PVI ELEV: 813.13K: 68.23LVC: 119.55BVCS: 513+79.35BVCE: 812.53HP: 514+47.87EL.: 812.87PVI STA: 510+01.37PVI ELEV: 808.73K: 63.57LVC: 119.62BVCS: 509+41.55BVCE: 809.26EVCS: 510+61.18EVCE: 809.33LP : 509+97.34EL.: 809.01INPLACE GROUNDLINEPROFILE GRADE -TOP OF FINISHED SURFACETRAFFICFLOW2.04' PAVEMENT SECTION1.04' PAVEMENT SECTION1:20PROPOSED ROADWAYLEGENDIN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TOFACE OF CURB.STATION OFFSET INFORMATION BASED ON HADLEYALIGNMENT.NOTES:INPLACE ROADWAYTRAFFIC FLOW03060N
MATCHLINE514+00SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:40pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C601.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTCONSTRUCTION PLAN AND PROFILEHADLEY AVENUE S.41PBWMAFMAFDRSJDP193806597158
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllllll>>>>>lllllllllllll l l l l lllllllllllllllllllllllll
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP>>>>>lll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l l l
llllllllllllllllllllllllllllllllll>>llSS
SS
SS
SS
S
S
S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HADLEY AVE145155165175185195205211422R/WTECONSTRUCTION LIMITSCONSTRUCTION LIMITSTESTREET 6STREET 88' TRAIL8' TRAIL6' WALK6' WALK19'17'
18'18'+23.748.5' L30' RAD PT+83.848.0' L+53.847.5' L+83.818.0' L+53.918.0' L+83.948.5' L30' RAD PT+53.948.0' L+13.947.5' L+43.918.0' L30' RAD PT+43.948.0' LEXTEND AGGREGATE BASE CL. 5 &AGGREGATE BACKFILL SECTION 20 FTBEYOND PAVEMENT SURFACEEXTEND AGGREGATE BASE CL. 5 &AGGREGATE BACKFILL SECTION 20 FTBEYOND PAVEMENT SURFACEB618 C&GD-428 MOD C&GR/WB618 C&GB618 C&G790800810820830790800810820830812.71811.1514+00812.87811.8812.67810.4515+00812.30810.1811.93809.9516+00811.55809.6811.22809.1517+00811.16809.1811.41809.2518+00811.79809.7812.16811.3519+00812.53810.4812.91810.6520+00813.28810.9813.66813.4521+00814.03811.3521+500.75%-0.75%PVI STA: 514+39.13PVI ELEV: 813.13K: 68.23LVC: 119.55EVCS: 514+98.91EVCE: 812.68HP: 514+47.87EL.: 812.87PVI STA: 522+00.39PVI ELEV: 814.41K: 77.33LVC: 120.00BVCS: 521+40.39BVCE: 813.96HP: 521+98.37EL.: 814.18PVI STA: 517+34.59PVI ELEV: 810.92K: 80.12LVC: 120.00BVCS: 516+74.59BVCE: 811.37EVCS: 517+94.59EVCE: 811.37LP : 517+34.52EL.: 811.14TRAFFICFLOWPROFILE GRADE -TOP OF FINISHED SURFACEINPLACE GROUNDLINE2.04' PAVEMENT SECTIONPROPOSED ROADWAYLEGENDIN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TOFACE OF CURB.STATION OFFSET INFORMATION BASED ON HADLEYALIGNMENT.NOTES:INPLACE ROADWAYTRAFFIC FLOW03060N
MATCHLINE 514+00MATCHLINE521+50SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:40pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C601.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTCONSTRUCTION PLAN AND PROFILEHADLEY AVENUE S.42PBWMAFMAFDRSJDP193806597158
>>>>>>>>>>>>>>>>>>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPE
E
>
>>>>l
l
l
llll>>>>>>>>>llllllllll>
>
>
>
>
>
>
>llllllllllllllllllllllllllllllSS
SS >>>>>>>>>>>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
S >>>>>>>>>
>
>
>
>
>>>>>>>>>>>>>>>>>>>6' WALK521522523524525526527528CONSTRUCTION LIMITSCONSTRUCTION LIMITSTETER/WHADLEY AVE8' TRAIL6' WALK8' TRAIL18'
18'
18'18'+53.918.0' L47.5 L+43.918.0' L+75.618.0' L+75.618.0' R18.0' L+69.418.0' RB618 C&G790800810820830790800810820830814.03811.3521+50814.18811.4522+00814.01811.6813.61812.7523+00813.21810.9812.81810.6524+00812.41810.1812.01809.8525+00811.61809.4811.21809.1526+00810.81808.7810.41808.2527+00810.00807.7809.60807.3528+00809.45807.3528+19-0.80%PVI STA: 522+00.39PVI ELEV: 814.41K: 77.33LVC: 120.00EVCS: 522+60.39EVCE: 813.93HP: 521+98.37EL.: 814.18TRAFFICFLOWPROFILE GRADE -TOP OF FINISHED SURFACEINPLACE GROUNDLINE2.04' PAVEMENT SECTIONPROPOSED ROADWAYLEGENDIN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TOFACE OF CURB.STATION OFFSET INFORMATION BASED ON HADLEYALIGNMENT.NOTES:INPLACE ROADWAYTRAFFIC FLOW03060N
MA
T
C
H
L
I
N
E
521
+
5
0MATCHLINE528+19.36SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:41pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C601.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTCONSTRUCTION PLAN AND PROFILEHADLEY AVENUE S.43PBWMAFMAFDRSJDP193806597158
>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllllllllllSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>6' WALK528529530531532533534535CONSTRUCTION LIMITSTER/WHADLEY AVE1:58' TRAIL26'18'8' WALK+69.418.0' L+08.726.0' L+69.418.0' RCITY PARK AREAB618 C&GR/W790800810820830790800810820830809.45807.3528+19809.20807.1808.80806.3529+00808.40806.2808.00805.8530+00807.79806.0807.89805.7531+00808.23806.1808.57806.3532+00808.92806.7809.26807.0533+00809.61807.3809.95808.1534+00810.30808.5810.64808.4535+00810.99808.7811.12809.0535+69PVI STA: 530+54.16PVI ELEV: 807.57K: 80.53LVC: 120.21BVCS: 529+94.05BVCE: 808.05EVCS: 531+14.26EVCE: 807.98LP : 530+58.64EL.: 807.79TRAFFICFLOWPROFILE GRADE -TOP OF FINISHED SURFACEINPLACE GROUNDLINE2.04' PAVEMENT SECTIONPROPOSED ROADWAYLEGENDIN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TOFACE OF CURB.STATION OFFSET INFORMATION BASED ON HADLEYALIGNMENT.NOTES:INPLACE ROADWAYTRAFFIC FLOW03060NMATCHLINE
528+19.36 MATCHLINE535+69.3SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:41pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C601.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTCONSTRUCTION PLAN AND PROFILEHADLEY AVENUE S.44PBWMAFMAFDRSJDP193806597158
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>ll>>>
l l l llllllllllllllllllllllllllll
l
l
l
l
l
l
l
l
l
l
l
l
>>>
l l l
SSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S8' TRAIL8' TRAIL535536537538539540541542543303132404142TETER/WHADLEY AVEFUTUREROADWAY1:51:351:158' TRAIL8' TRAIL8' TRAIL18'18'
20'18'
18'18'+11.826.0' L+50.318.0' L+50.318.0' R+49.918.0' R+83.049.8' R30' RAD PT+49.948.0' R+58.118.0' L+85.646.5' L30' RAD PT+58.148.0' L+11.346.5' L+38.818.0' L30' RAD PT+38.848.0' L+26.918.0' L+26.918.0' R+13.949.8' R+46.918.0' R30' RAD PT+46.948.0' R+39.018.0' R30' RAD PT+39.048.0' R+69.048.0' R+97.050.0' R+27.020.0' R30' RAD PT+27.050.0' R+39.018.0' L30' RAD PT+39.048.0' L+69.048.0' L+97.048.0' L+27.018.0' L30' RAD PT+27.048.0' LEXTEND AGGREGATE BASE CL. 5 &AGGREGATE BACKFILL SECTION 20 FTBEYOND PAVEMENT SURFACEEXTEND AGGREGATE BASE CL. 5 &AGGREGATE BACKFILL SECTION 20 FTBEYOND PAVEMENT SURFACEEXTEND AGGREGATE BASE CL. 5 &AGGREGATE BACKFILL SECTION 20 FTBEYOND PAVEMENT SURFACEEXTEND AGGREGATE BASE CL. 5 &AGGREGATE BACKFILL SECTION 20 FTBEYOND PAVEMENT SURFACEB618 C&GCONSTRUCTION LIMITSR/WCONSTRUCTION LIMITSCONCRETE DRIVEWAYAPRON COMMERCIAL,SEE DETAIL STR-17CONCRETE DRIVEWAYAPRON COMMERCIAL,SEE DETAIL STR-17CONCRETE DRIVEWAYAPRON COMMERCIAL,SEE DETAIL STR-17CONCRETE DRIVEWAYAPRON COMMERCIAL,SEE DETAIL STR-17800810820830840800810820830840811.12809.0535+69811.34809.0536+00811.68809.6812.03810.5537+00812.37811.2812.72811.9538+00813.06810.6813.41812.5539+00813.75811.5814.10811.8540+00814.44812.1814.79812.4541+00815.13813.5815.29814.0542+00815.20813.4814.95812.8543+00814.85812.7543+190.69%PVI STA: 541+97.59PVI ELEV: 815.46K: 100.78LVC: 120.00BVCS: 541+37.59BVCE: 815.05EVCS: 542+57.59EVCE: 815.16HP: 542+07.20EL.: 815.29TRAFFICFLOWPROFILE GRADE -TOP OF FINISHED SURFACEINPLACE GROUNDLINE2.04' PAVEMENT SECTIONPROPOSED ROADWAYLEGENDIN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TOFACE OF CURB.STATION OFFSET INFORMATION BASED ON HADLEYALIGNMENT.NOTES:INPLACE ROADWAYTRAFFIC FLOW03060NMATCHL
I
N
E
535+69.
3 MATCHLINE543+19.3SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:41pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C601.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTCONSTRUCTION PLAN AND PROFILEHADLEY AVENUE S.45PBWMAFMAFDRSJDP193806597158
ll>>>lllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllS
S
S
S
S
S
S
S
S
S
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>
>>
>>
>>
S
S
5' WALK8' TRAIL8' TRAIL8' TRAIL8' TRAIL8' TRAIL8' TRAIL103RD STHADLEY AVEHADLEY AVE100TH STR/WR/W102ND STTETE544545546547548549550551109510961097545556105' LTL125' LTL1:3520'20'
20'20'+84.720.0' R+72.720.0' L+24.760.0' R40' RAD PT+84.760.0' R+12.760.0' L40' RD PT+72.760.0' L+64.760.0' L40' RAD PT+04.760.0' L+04.720.0' L+16.720.0' R+76.760.0' R40' RAD PT+16.760.0' R+19.220.0' L30' RAD PT+35.650.0' L30' RAD PT+50.950.0' L+50.920.0' L+78.248.3' L+08.348.3' L+35.620.0' LB618 C&GCONSTRUCTION LIMITSCONSTRUCTION LIMITS800810820830840800810820830840814.85812.7543+19814.70813.4814.45812.2544+00814.20812.1813.95811.8545+00813.70811.2813.44810.8546+00813.18810.4812.93810.5547+00812.71810.9812.79810.9548+00813.17811.0813.66811.3549+00814.15811.7814.64813.1550+00815.14814.2815.33813.2550+69-0.52%0.99%-0.50%PVIS: 545+38.69PVIE: 813.76PVI STA: 547+82.50PVI ELEV: 812.50K: 79.90LVC: 120.00BVCS: 547+22.50BVCE: 812.81EVCS: 548+42.50EVCE: 813.09LP : 547+63.74EL.: 812.70TRAFFICFLOWPROFILE GRADE -TOP OF FINISHED SURFACEINPLACE GROUNDLINE2.04' PAVEMENT SECTIONPROPOSED ROADWAYLEGENDIN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TOFACE OF CURB.STATION OFFSET INFORMATION BASED ON HADLEYALIGNMENT.NOTES:INPLACE ROADWAYTRAFFIC FLOW03060NMATCHLINE 543+19.3
MATCHL
I
N
E
550+69.
3 SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:41pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C601.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBWMAFMAFDRSJDP193806597158CONSTRUCTION PLAN AND PROFILEHADLEY AVENUE S.46
ll>>>>>>>>>>>>>>>>>>E
U
U
E
E
U
FO FO
FO FO
FO FO FO
FO FO
FO
FO FO FO
FO FO FO FO
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OH
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP
POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHP
OHP
OHP
OHP
OHP
OH
CCCCCCCCCCCCCCCCCCCCC C
G CCC
C
C
C
C
CCCCCCCCFOFOFOG
G
G
G
G
G G G G
G G G G G
G G G G G
GGGGGGGGGGGGG
G
TT
T
Hlllllllllllllllllllllllllllllllllll lllllllllllll
l l l>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
SS
SS
SS
SS
SS
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
S
S
S
S
llllllllllllllllllllllllllllllll>>lllllll>
>llSS
>
>
>
>>>>
>>>>>>>>>>>>>>
>
>
>
>
>>>S
5' WALK8' TRAILCONSTRUCTION LIMITSEND CONSTRUCTIONSTA. 554+66102ND ST5505515525535545555565575585455TETER/WPOWEREASEMENTR/WHADLEY AVE8' TRAIL14'12'14'6061+07.020.0' R+39.756.9' R+06.220.0' R+73.246.9' R30' RAD PT+07.050.0' R30' RAD PT+06.350.0' R30' RAD PT+35.650.0' L+50.920.0' L+78.248.3' L+08.348.3' L+35.620.0' L+55.320.0' L+55.320.0' R+62.536.2' L+64.858.6' R+01.266.5' LB618 C&GHAMLET AVECONSTRUCTION LIMITS+31.689.8' R+65.494.8' R8008108208308408008108208308400.50%-0.53%-0.50%PVIS: 559+52.70PVIE: 815.63PVI STA: 552+38.28PVI ELEV: 816.99K: 80.77LVC: 120.00BVCS: 551+78.28BVCE: 816.40EVCS: 552+98.28EVCE: 816.69HP: 552+57.89EL.: 816.79PVI STA: 556+95.87PVI ELEV: 817.00K: 116.50LVC: 120.00BVCS: 556+35.87BVCE: 816.70EVCS: 557+55.87EVCE: 816.68HP: 556+94.12EL.: 816.84PVI STA: 554+66.80PVI ELEV: 815.85K: 120.00LVC: 120.00BVCS: 554+06.80BVCE: 816.15EVCS: 555+26.80EVCE: 816.15LP : 554+66.80EL.: 816.00815.33813.2550+69815.63813.4551+00816.12813.7816.59814.7552+00816.79815.9816.68816.0553+00816.43816.0816.18816.0554+00816.01816.0816.05816.0555+00816.27816.1816.52816.1556+00816.76816.0816.84816.0557+00816.71816.0816.44816.0558+00816.18816.0815.91815.9559+00815.65815.6559+58TRAFFICFLOWPROFILE GRADE -TOP OF FINISHED SURFACEINPLACE GROUNDLINE2.04' PAVEMENT SECTION1:20 553+56.64 (HADLEY) EL: 816.40= 60+00.00 (HAMLET AVE)PROPOSED ROADWAYLEGENDIN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TOFACE OF CURB.STATION OFFSET INFORMATION BASED ON HADLEYALIGNMENT.NOTES:INPLACE ROADWAYTRAFFIC FLOW03060N
MATC
HLI
NE 550+69.3SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:41pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C601.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTCONSTRUCTION PLAN AND PROFILEHADLEY AVENUE S.47PBWMAFMAFDRSJDP193806597158
UUUOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllllllllllllllllllllllllllll103RD STR/WR/WCONSTRUCTION LIMITSBEGIN CONSTRUCTIONSTA. 1082+001075107610771078107910801081108214'14'4'4'800810820830840800810820830840765.31075+00770.8776.51076+00782.2787.71077+00793.2798.61078+00803.7808.21079+00812.1814.71080+00816.0816.01081+00816.00816.0816.00816.01082+00815.59816.01082+500.00%PVIS: 1081+20.51PVIE: 816.00PVIS: 1082+00.00PVIE: 816.00TRAFFICFLOWPROFILE GRADE -TOP OF FINISHED SURFACEINPLACE GROUNDLINE1.92' PAVEMENT SECTIONPROPOSED ROADWAYLEGENDIN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TOFACE OF CURB.STATION OFFSET INFORMATION BASED ON 100TH-103RDALIGNMENT.NOTES:INPLACE ROADWAYTRAFFIC FLOW03060NMATCHLINE1082+50SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:43pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C602.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTCONSTRUCTION PLAN AND PROFILE103RD STREET S.48PBWMAFMAFDRSJDP193806597158
UUUOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPGGGGGGGGGGGCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCClllllllllllllllllllllll
l
l
>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>>SSSS>>SNA-NORTHPARKING103RD STR/WR/WCONSTRUCTION LIMITSCONSTRUCTION LIMITSTE10821083108410851086108710881089109020'1:408' TRAIL8' TRAIL14'14'14'14'4'
4'4'4'800810820830840800810820830840815.59816.01082+50815.18815.31083+00814.77814.1814.37814.01084+00813.96814.0813.55814.01085+00813.14814.0812.73814.01086+00812.32814.0811.96814.01087+00811.86814.1812.02810.51088+00812.27809.9812.52810.01089+00812.77810.4813.02810.51090+00-0.82%PVI STA: 1087+29.59PVI ELEV: 811.67K: 91.08LVC: 120.00BVCS: 1086+69.59BVCE: 812.16EVCS: 1087+89.59EVCE: 811.97LP : 1087+44.05EL.: 811.86TRAFFICFLOWPROFILE GRADE -TOP OF FINISHED SURFACEINPLACE GROUNDLINE1.92' PAVEMENT SECTIONPROPOSED ROADWAYLEGENDIN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TOFACE OF CURB.STATION OFFSET INFORMATION BASED ON 100TH-103RDALIGNMENT.NOTES:INPLACE ROADWAYTRAFFIC FLOW03060NMATC
H
L
I
N
E
1082+
5
0MATCHLINE1090+00SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:43pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C602.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTCONSTRUCTION PLAN AND PROFILE103RD STREET S.49PBWMAFMAFDRSJDP193806597158
>>>>>>>>>>>>>
l l l l l l l l l l l l l l l
SS>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>S103RD STHADLEY AVE
HADLEY AVE100TH STR/WR/WTETE4454554610901091109210931094109510961097150' RTL150' LTL1:151:40B418 C&GB418 C&GB418 C&GB618 C&GB618 C&GB618 C&GB618 C&G+69.826.0' R+09.866.0' R40' RAD PT+69.866.0' R+81.826.0' R+81.826.0' L+69.826.0' L40' RAD PT+69.866.0' L+09.866.0' L+49.878.0' L+89.838.0' L40' RAD PT+89.878.0' L+89.814.0' R+05.814.0' R+49.854.0' R40' RAD PT+89.854.0' R14'12'12'14'8' TRAIL8' TRAILCONSTRUCTION LIMITSCONSTRUCTION LIMITS4'4'790800810820830790800810820830813.02810.51090+00813.27810.8813.52811.11091+00813.77811.3814.02811.51092+00814.27812.0814.52811.91093+00814.69812.0814.73812.31094+00814.65812.3814.45812.01095+00814.18811.7813.92812.31096+00813.65812.3813.39811.11097+00813.12810.91097+50-0.53%0.50%PVIS: 1096+29.79PVIE: 813.76PVI STA: 1093+95.43PVI ELEV: 815.00K: 199.24LVC: 205.22BVCS: 1092+92.82BVCE: 814.49EVCS: 1094+98.04EVCE: 814.46HP: 1093+92.44EL.: 814.74TRAFFICFLOWPROFILE GRADE -TOP OF FINISHED SURFACEINPLACE GROUNDLINE1.92' PAVEMENT SECTIONPROPOSED ROADWAYLEGENDIN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TOFACE OF CURB.STATION OFFSET INFORMATION BASED ON 100TH-103RDALIGNMENT.NOTES:INPLACE ROADWAYTRAFFIC FLOW03060N
MATCHL
I
N
E
1090+00 MATCHLINE1097+50SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:43pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C602.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBWMAFMAFDRSJDP193806597158CONSTRUCTION PLAN AND PROFILE103RD STREET S. & 100TH STREET S.50
UFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOOFOFOFOFOFOFOFOFOFOFOFOFOFOFOG-BG-BG-BG-BG-BG-BG-BG-BG-BFOFOFOFOFOFOFOFOFOFOFOOHPOHPOHPOHPOHPOHPOOHPOHPOHPOHPOHPOHPOHPOHPOOHPOHPOHPOHPOHPOHPOHPOHPlllllllllllllll>>>>>>>>>>>>>>>>>>>>100TH ST100TH STCONSTRUCTION LIMITSR/WR/WTETE109710981099110011011102110311041105150' LTL150' RTL1:151:40B418 C&GB418 C&G+89.838.0' L40' RAD PT+89.878.0' L+89.814.0' R+05.814.0' R+49.854.0' R40' RAD PT+89.854.0' R14'12'12'14'
14'14'+84.438.0' L+63.438.0' L+63.414.0' R+14.114.0' L+45.214.0' L+71.558.5' L+80.967.9' L+88.368.1' L+97.457.9' L+02.955.4' L+12.466.0' L10' RAD PT+03.165.4' L10' RAD PT+28.964.7' L+28.754.7' L10' RAD PT+97.667.9' L10' RD PT+71.668.5' L+23.5103.9' L8' TRAIL8' TRAIL8' T+19.664.7' LCONSTRUCTION LIMITS4'4'790800810820830790800810820830813.12810.91097+50812.86810.71098+00812.59810.3812.33810.11099+00812.06809.9811.80809.81100+00811.54809.5811.45810.01101+00811.63810.0811.99810.11102+00812.35810.1812.71810.61103+00813.08810.8813.44811.11104+00813.72811.1813.86813.41105+00-0.53%0.72%PVI STA: 1105+00.00PVI ELEV: 814.16K: 163.38LVC: 200.00BVCS: 1104+00.00BVCE: 813.44HP: 1105+18.31EL.: 813.87PVI STA: 1101+00.00PVI ELEV: 811.27K: 95.69LVC: 120.00BVCS: 1100+40.00BVCE: 811.58EVCS: 1101+60.00EVCE: 811.70LP : 1100+90.71EL.: 811.45TRAFFICFLOWPROFILE GRADE -TOP OF FINISHED SURFACEINPLACE GROUNDLINE1.92' PAVEMENT SECTIONPROPOSED ROADWAYLEGENDIN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TOFACE OF CURB.STATION OFFSET INFORMATION BASED ON 100TH-103RDALIGNMENT.NOTES:INPLACE ROADWAYTRAFFIC FLOW03060NMATCH
LI
N
E
1097+5
0 MATCHLINE1105+00SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:43pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C602.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTCONSTRUCTION PLAN AND PROFILE100TH STREET S.51PBWMAFMAFDRSJDP193806597158
EEEEFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPl l l llllllllllllllllllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>100TH STHAYWARD AVEPOWER EASEMENTCONSTRUCTION LIMITSR/WPOWER EASEMENTEND CONSTRUCTIONSTA. 1108+80110511061107110811091110111111121113150' LTL1:40B418 C&G14'12'14'+55.124.4' L+68.314.1' R+38.625.9' L+80.226.0' L+80.214.0' R+30.749.0' L+53.550.0' R8' TRAIL8' TRAIL4'4'790800810820830790800810820830813.86813.41105+00813.84813.5813.66813.51106+00813.41813.3813.16813.11107+00812.91812.8812.66812.61108+00812.41812.4812.16812.21109+00811.97812.0811.96812.01110+00811.96812.0811.72811.71111+00811.47811.5811.22811.21112+00810.98811.0810.83810.81113+00810.78810.8810.78810.81113+55-0.01%-0.50%-0.50%PVIS: 1109+38.65PVIE: 811.97PVIS: 1110+51.87PVIE: 811.96PVI STA: 1105+00.00PVI ELEV: 814.16K: 163.38LVC: 200.00EVCS: 1106+00.00EVCE: 813.66HP: 1105+18.31EL.: 813.87PVI STA: 1113+51.93PVI ELEV: 810.46K: 255.79LVC: 254.79BVCS: 1112+24.54BVCE: 811.10LP : 1113+52.06EL.: 810.78TRAFFICFLOWPROFILE GRADE -TOP OF FINISHED SURFACEINPLACE GROUNDLINE1.92' PAVEMENT SECTIONPROPOSED ROADWAYLEGENDIN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TOFACE OF CURB.STATION OFFSET INFORMATION BASED ON 100TH-103RDALIGNMENT.NOTES:INPLACE ROADWAYTRAFFIC FLOW03060NMATCHLINE
1105+00 SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:43pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C602.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTCONSTRUCTION PLAN AND PROFILE100TH STREET S.52PBWMAFMAFDRSJDP193806597158
>>>>>>>>>>
>>
>>
>>
>>EUUUUEEFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPCCCCCCCCCGC
C CCCCCCCCCCCCCCCCCCCCCCCFOFOGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGTTTHllSS
>>>SSlllllllllllllll>>>>llllllllllllllllllllllllllllllllllllll
l
lll
l
l l l l l l
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMSS552
553554606162636+45.614.1' L8' TRAILCONSTRUCTION LIMITSTEPOWEREASEMENTR/WHADLEY AVE8' TRAIL14'12'14'+20.849.7' R30' RAD PT+59.844.0' R+59.814.0' R30' RAD PT+46.744.1' L+23.345.4' LR/WR/WCONSTRUCTION LIMITSHAMLET AVE16'14'B618 C&GB618 C&G+93.414.0' L+68.87.4' R+93.414.0' R+94.48.0' R+68.816.5' LPROPOSED ROADWAYLEGENDIN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TOFACE OF CURB.STATION OFFSET INFORMATION BASED ON HAMLET AVEALIGNMENT.NOTES:INPLACE ROADWAYTRAFFIC FLOW80081082083084080081082083084059+80816.060+00815.88816.0815.87816.061+00816.01816.0816.00816.062+00816.00816.0816.00816.063+00-2.04%-0.60%0.50%-0.07%PVIS: 60+00.04PVIE: 816.40PVIS: 60+18.63PVIE: 816.02PVIS: 61+39.03PVIE: 816.02PVIS: 61+68.78PVIE: 816.00PVI STA: 60+73.63PVI ELEV: 815.69K: 100.45LVC: 110.00BVCS: 60+18.63BVCE: 816.02EVCS: 61+28.63EVCE: 815.97LP : 60+78.40EL.: 815.84PROFILE GRADE -TOP OF FINISHED SURFACEINPLACE GROUNDLINE2.04' PAVEMENT SECTION03060NSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:45pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C601.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBWMAFMAFDRSJDP193806597158CONSTRUCTION PLAN AND PROFILEHAMLET AVENUE S.53MATCHLINE 64+00
UUUEEFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOEEEEE E
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPCCCGGHl
l l l l ll>>SSSS>>>>>>llllllllllllllllllllllllllllllllllllllll1102110311041105POWEREASEMENTR/WR/WHAMLET AVE465666729' RAD PT+16.460.0' R+03.166.3' R+51.630.5' R8' TRAILCONSTRUCTION LIMITSCONSTRUCTION LIMITSR/W100TH ST+14.3243.0' R+09.4312.2' R+20.616.5' RB618 C&GSAW CUT EDGE OFEXISTING PAVEMENT+56.816.5' R+02.721.0' R+77.246.1' R01233PROPOSED ROADWAYLEGENDIN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TOFACE OF CURB.STATION OFFSET INFORMATION BASED ON HAMLET AVEALIGNMENT.NOTES:INPLACE ROADWAYTRAFFIC FLOW800810820830840800810820830840814.20+00815.59815.5815.51814.81+00815.40815.4815.31815.32+00815.21815.2815.09815.13+00813.52814.74+000.99%1.35%0.00%-0.25%-0.18%-3.14%PVIS: 0+10.70PVIE: 815.08PVIS: 0+18.95PVIE: 815.17PVIS: 0+51.60PVIE: 815.61PVIS: 0+59.60PVIE: 815.61PVIS: 1+23.38PVIE: 815.45PVIS: 2+99.03PVIE: 815.12PVIS: 3+85.21PVIE: 812.420.75' PAVEMENT SECTIONPROFILE GRADE -TOP OF FINISHED SURFACEINPLACE GROUNDLINE03060NSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:45pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C601.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBWMAFMAFDRSJDP193806597158CONSTRUCTION PLAN AND PROFILEHAMLET AVENUE S.54MATCHLINE 64+00 MATCHLINE1105+00
5' SDWKEEEEEUOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPCCCCCCCCCCCCCCCCCCCCCEEEEEE>
>
>
>>>>>>>>
>>>>
>
>
>
>
>
>
>
>
>
>
>llllllll
l
l
ll
l
FMl
l
l
l
l
l
l
l
l
l
l
l
l
l
lS>>>lllllll>>>
>>>>
l l l
l ll l
SSSS>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>>>>>SR/WR/WR/W102ND STTETETE549550551515253545556B618 C&GB618 C&G+46.944.0' L+17.016.5' L+17.016.5' R+46.944.0' R+55.016.5' R+55.016.5' L+79.716.5' R+79.716.5' L+25.916.6' L+25.916.4' R30' RAD PT+17.046.5' L30' RAD PT+17.046.5' R+71.529.0' RHADLEY AVEllllllll
lCONSTRUCTION LIMITSCONSTRUCTION LIMITS800810820830840800810820830840815.33816.050+52814.91816.051+00814.90815.1815.56814.052+00816.24814.4816.25814.053+00815.62813.4814.87812.854+00814.27812.8814.25812.555+00814.00813.8814.056+002.00%2.00%-2.00%0.50%-25.00%-0.03%-1.52%PVIS: 54+65.37PVIE: 814.58PVIS: 54+85.37PVIE: 814.18PVIS: 55+42.40PVIE: 814.46PVIS: 55+44.25PVIE: 814.00PVIS: 56+00.00PVIE: 813.99PVIS: 54+45.37PVIE: 814.18PVI STA: 50+55.00PVI ELEV: 815.33K: 316.44LVC: 70.00EVCS: 50+90.00EVCE: 814.99PVI STA: 52+66.50PVI ELEV: 816.89K: 36.97LVC: 130.00BVCS: 52+01.50BVCE: 815.59EVCS: 53+31.50EVCE: 815.90HP: 52+75.44EL.: 816.33PVI STA: 51+45.00PVI ELEV: 814.46K: 37.08LVC: 110.00BVCS: 50+90.00BVCE: 814.99EVCS: 52+00.00EVCE: 815.56LP : 51+25.84EL.: 814.821:201:202.04' PAVEMENT SECTION2.04' PAVEMENT SECTION2.04' PAVEMENT SECTIONPROFILE GRADE -TOP OF FINISHED SURFACEINPLACE GROUNDLINEPROPOSED ROADWAYLEGENDIN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TOFACE OF CURB.STATION OFFSET INFORMATION BASED ON 102ND STALIGNMENT.NOTES:INPLACE ROADWAYTRAFFIC FLOW03060NSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:46pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C602.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBWMAFMAFDRSJDP193806597158CONSTRUCTION PLAN AND PROFILE102ND STREET S.55
E
E
E
SS
SS
SS
SS
SS
S
S
S
S
S
BEGIN CONSTRUCTIONSTA. 509+14R/WTECONSTRUCTION LIMITSTER/WCONSTRUCTION LIMITSHADLEY AVE506507508509510511512513514SS
SS
SS
SS
S
S
SR/WTECONSTRUCTION LIMITSCONSTRUCTION LIMITSTEHADLEY AVESTREET 6STREET 8145155165175185195205211422PEBITUMINOUS PAVEMENT(INSET A)BITUMINOUS TRAILPAVEMENT6" CONCRETE WALKAGGREGATE SURFACINGCLASS 3 (CV)BITUMINOUS PAVEMENT(INSET D)BITUMINOUS PAVEMENT(INSET F)7" CONCRETE DRIVEWAY(COMMERCIAL)03060N
03060N
MATCHLINE514+00MATCHLINE 514+00MATCHLINE521+50SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:52pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C611.dwgXrefs:, SURFACING, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTSURFACING PLANHADLEY AVENUE S.56PBWMAFMAFDRSJDP193806597158
E
E
SS
SS
S
S CONSTRUCTION LIMITSCONSTRUCTION LIMITSTETER/WHADLEY AVE521522523524525526527528SSCONSTRUCTION LIMITSTER/WHADLEY AVECITY PARK AREA528529530531532533534535BITUMINOUS PAVEMENT(INSET A)BITUMINOUS TRAILPAVEMENT6" CONCRETE WALKAGGREGATE SURFACINGCLASS 3 (CV)BITUMINOUS PAVEMENT(INSET D)BITUMINOUS PAVEMENT(INSET F)7" CONCRETE DRIVEWAY(COMMERCIAL)03060N
03060NMA
T
C
H
L
I
N
E
521
+
5
0MATCHLINE528+19.36MATCHLINE
528+19.36 MATCHLINE535+69.3SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:52pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C611.dwgXrefs:, SURFACING, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTSURFACING PLANHADLEY AVENUE S.57PBWMAFMAFDRSJDP193806597158
SSSSSSSSSTETER/WPEPEPEPEHADLEY AVE535536537538539540541542543303132404142CONSTRUCTION LIMITSCONSTRUCTION LIMITSS
S
S
S
S
S
S
S
S
S
S
S
R/WR/WTETEPE103RD STHADLEY AVEHADLEY AVE100TH ST102ND STFUTUREROADWAY544545546547548549550551109510961097545556CONSTRUCTION LIMITSCONSTRUCTION LIMITSBITUMINOUS PAVEMENT(INSET A)BITUMINOUS TRAILPAVEMENT6" CONCRETE WALKAGGREGATE SURFACINGCLASS 3 (CV)BITUMINOUS PAVEMENT(INSET D)BITUMINOUS PAVEMENT(INSET F)7" CONCRETE DRIVEWAY(COMMERCIAL)03060N03060NMATCHL
I
N
E
535+69.
3 MATCHLINE543+19.3MATCHLINE 543+19.3MATCHLINE550+69.3SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:52pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C611.dwgXrefs:, SURFACING, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTSURFACING PLANHADLEY AVENUE S.58PBWMAFMAFDRSJDP193806597158
E
U
U
E
E
U
TT
T
Hlllllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>SS
SS
SS
SS
SS
S
S
S
S
S
SS
SCONSTRUCTION LIMITSEND CONSTRUCTIONSTA. 554+66TETER/WPOWEREASEMENTR/W102ND STHADLEY AVE5505515525535545555565575585455HAMLET AVE
CONSTRUCTION LIMITSBITUMINOUS PAVEMENT(INSET A)BITUMINOUS TRAILPAVEMENT6" CONCRETE WALKAGGREGATE SURFACINGCLASS 3 (CV)BITUMINOUS PAVEMENT(INSET D)BITUMINOUS PAVEMENT(INSET F)7" CONCRETE DRIVEWAY(COMMERCIAL)03060N
MATC
HLI
NE 550+69.3SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:52pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C611.dwgXrefs:, SURFACING, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBWMAFMAFDRSJDP193806597158SURFACING PLANHADLEY AVENUE S.59
UUUlllR/WR/WCONSTRUCTION LIMITSBEGIN CONSTRUCTIONSTA. 1082+00103RD ST10751076107710781079108010811082UUUSSSSR/WR/WCONSTRUCTION LIMITSCONSTRUCTION LIMITSTESNA-NORTHPARKING103RD ST108210831084108510861087108810891090BITUMINOUS PAVEMENT(INSET A)BITUMINOUS TRAILPAVEMENT6" CONCRETE WALKAGGREGATE SURFACINGCLASS 3 (CV)BITUMINOUS PAVEMENT(INSET D)BITUMINOUS PAVEMENT(INSET F)7" CONCRETE DRIVEWAY(COMMERCIAL)03060N03060NMATCHLINE1082+50MATC
H
L
I
N
E
1082+
5
0MATCHLINE1090+00SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:53pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C612.dwgXrefs:, SURFACING, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTSURFACING PLAN103RD STREET S.60PBWMAFMAFDRSJDP193806597158
SSSR/WR/WTETE103RD STHADLEY AVE
HADLEY AVE100TH ST4454554610901091109210931094109510961097CONSTRUCTION LIMITSCONSTRUCTION LIMITSUCONSTRUCTION LIMITSR/WR/WTETE100TH ST100TH ST109710981099110011011102110311041105CONSTRUCTION LIMITSBITUMINOUS PAVEMENT(INSET A)BITUMINOUS TRAILPAVEMENT6" CONCRETE WALKAGGREGATE SURFACINGCLASS 3 (CV)BITUMINOUS PAVEMENT(INSET D)BITUMINOUS PAVEMENT(INSET F)7" CONCRETE DRIVEWAY(COMMERCIAL)03060N
03060NMATCHL
I
N
E
1090+00 MATCHLINE1097+50MATCH
LI
N
E
1097+5
0 MATCHLINE1105+00SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:54pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C612.dwgXrefs:, SURFACING, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTSURFACING PLAN103RD STREET S. & 100TH STREET S.61PBWMAFMAFDRSJDP193806597158
EEEEPOWER EASEMENTCONSTRUCTION LIMITSR/WPOWER EASEMENTEND CONSTRUCTIONSTA. 1108+80100TH STHAYWARD AVE110511061107110811091110111111121113UUUUSSFMSSSSSSR/WR/WR/WTETEPE102ND STFUTUREROADWAY549550551515253545556TECONSTRUCTION LIMITSCONSTRUCTION LIMITSBITUMINOUS PAVEMENT(INSET A)BITUMINOUS TRAILPAVEMENT6" CONCRETE WALKAGGREGATE SURFACINGCLASS 3 (CV)BITUMINOUS PAVEMENT(INSET D)BITUMINOUS PAVEMENT(INSET F)7" CONCRETE DRIVEWAY(COMMERCIAL)03060N03060NMATCHLINE
1105+00 SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:54pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C612.dwgXrefs:, SURFACING, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTSURFACING PLAN103RD STREET S. & 102ND STREET S.62PBWMAFMAFDRSJDP193806597158
BITUMINOUS PAVEMENT(INSET A)BITUMINOUS TRAILPAVEMENT6" CONCRETE WALKAGGREGATE SURFACINGCLASS 3 (CV)BITUMINOUS PAVEMENT(INSET D)BITUMINOUS PAVEMENT(INSET F)7" CONCRETE DRIVEWAY(COMMERCIAL)EUUUUEETTTHSSSSSS552
553554CONSTRUCTION LIMITSTEPOWEREASEMENTR/WHADLEY AVER/WR/WCONSTRUCTION LIMITSHAMLET AVEUUUEEHSSSS1102110311041105POWEREASEMENTR/WR/WHAMLET AVECONSTRUCTION LIMITSCONSTRUCTION LIMITSR/W100TH STSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 1:55pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C611.dwgXrefs:, SURFACING, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBWMAFMAFDRSJDP193806597158SURFACING PLANHAMLET AVENUE S.6303060NMATCHLINE 64+00
03060NMATCHLINE 64+00 MATCHLINE1105+00
LEGENDCURB HEIGHTDRAINAGE FLOW ARROWX"INDICATES PEDESTRIAN RAMP - SLOPE SHALL BEBETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM INTHE DIRECTION SHOWN AND CROSS SLOPE SHALLNOT EXCEED 2.0%INDICATES PEDESTRIAN RAMP - SLOPE SHALL BEGREATER THAN 2.0% AND LESS THAN 5.0% INTHE DIRECTION SHOWN AND CROSS SLOPE SHALLNOT EXCEED 2.0%LANDING AREA - 4' X 4' MIN. DIMENSIONSAND MAX 2.0% SLOPE IN ALL DIRECTIONSTRUNCATED DOMES(SEE STANDARD PLATE 7038)CONTROL POINT (BACK OF CURB)CP #ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEESTANDARD PLAN 5-297.250 SHEET 21 FOR CURB LINE REINFORCEMENT DETAIL.SS
S
STREET 6HADLEY AVE S.5145156"6"6"6"3'3'3'3'R/W5001500250035004Point TablePoint #5001500250035004ElevationNorthing119269.7902119272.7631119310.2106119307.3903Easting468405.9824468400.0197468406.4965468400.460101020N SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:02pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C621.dwgXrefs:, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTADA PLANHADLEY AVENUE S. & STREET 664PBWMAFMAFDRSJDP193806597158
LEGENDCURB HEIGHTDRAINAGE FLOW ARROWX"INDICATES PEDESTRIAN RAMP - SLOPE SHALL BEBETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM INTHE DIRECTION SHOWN AND CROSS SLOPE SHALLNOT EXCEED 2.0%INDICATES PEDESTRIAN RAMP - SLOPE SHALL BEGREATER THAN 2.0% AND LESS THAN 5.0% INTHE DIRECTION SHOWN AND CROSS SLOPE SHALLNOT EXCEED 2.0%LANDING AREA - 4' X 4' MIN. DIMENSIONSAND MAX 2.0% SLOPE IN ALL DIRECTIONSTRUNCATED DOMES(SEE STANDARD PLATE 7038)CONTROL POINT (BACK OF CURB)CP #ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEESTANDARD PLAN 5-297.250 SHEET 21 FOR CURB LINE REINFORCEMENT DETAIL.SS
S 5215226"6"6"6"STREET 8HADLEY AVE S.3'3'3'3'R/W25005500650075008Point TablePoint #5005500650075008ElevationNorthing119929.8620119932.8348119970.2822119967.4620Easting468414.3776468408.4149468414.8917468408.855301020N SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C621.dwgXrefs:, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTADA PLANHADLEY AVENUE S. & STREET 865PBWMAFMAFDRSJDP193806597158
LEGENDCURB HEIGHTDRAINAGE FLOW ARROWX"INDICATES PEDESTRIAN RAMP - SLOPE SHALL BEBETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM INTHE DIRECTION SHOWN AND CROSS SLOPE SHALLNOT EXCEED 2.0%INDICATES PEDESTRIAN RAMP - SLOPE SHALL BEGREATER THAN 2.0% AND LESS THAN 5.0% INTHE DIRECTION SHOWN AND CROSS SLOPE SHALLNOT EXCEED 2.0%LANDING AREA - 4' X 4' MIN. DIMENSIONSAND MAX 2.0% SLOPE IN ALL DIRECTIONSTRUNCATED DOMES(SEE STANDARD PLATE 7038)CONTROL POINT (BACK OF CURB)CP #ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEESTANDARD PLAN 5-297.250 SHEET 21 FOR CURB LINE REINFORCEMENT DETAIL.5325336"6"R/WHADLEY AVE S.CITY PARK AREA50095010Point TablePoint #50095010ElevationNorthing120479.4871120479.4875Easting467698.1461467690.146101020N8'7'7'8'SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C621.dwgXrefs:, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTADA PLANCITY PARK66PBWMAFMAFDRSJDP193806597158
LEGENDCURB HEIGHTDRAINAGE FLOW ARROWX"INDICATES PEDESTRIAN RAMP - SLOPE SHALL BEBETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM INTHE DIRECTION SHOWN AND CROSS SLOPE SHALLNOT EXCEED 2.0%INDICATES PEDESTRIAN RAMP - SLOPE SHALL BEGREATER THAN 2.0% AND LESS THAN 5.0% INTHE DIRECTION SHOWN AND CROSS SLOPE SHALLNOT EXCEED 2.0%LANDING AREA - 4' X 4' MIN. DIMENSIONSAND MAX 2.0% SLOPE IN ALL DIRECTIONSTRUNCATED DOMES(SEE STANDARD PLATE 7038)CONTROL POINT (BACK OF CURB)CP #ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEESTANDARD PLAN 5-297.250 SHEET 21 FOR CURB LINE REINFORCEMENT DETAIL.SSSSS37538539R/W6"6"FUTURE ROAD EXTENSIONSTREET 33132HADLEY AVE S.FUTURE ROAD EXTENSIONSTREET 36"6"6"6"6"6"3'3'3'3'3'3'3'3'TEPEPER/WTE50115012501350145015501650175018Point TablePoint #50115012501350145015501650175018ElevationNorthing120491.2163120484.1610120491.3086120499.6588120567.6077120574.4397120564.9222120556.4087Easting467156.0566467150.7312467121.1478467120.9301467140.6219467145.2284467174.1168467174.730301020NSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C621.dwgXrefs:, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTADA PLANHADLEY AVENUE S. & STREET 367PBWMAFMAFDRSJDP193806597158
LEGENDCURB HEIGHTDRAINAGE FLOW ARROWX"INDICATES PEDESTRIAN RAMP - SLOPE SHALL BEBETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM INTHE DIRECTION SHOWN AND CROSS SLOPE SHALLNOT EXCEED 2.0%INDICATES PEDESTRIAN RAMP - SLOPE SHALL BEGREATER THAN 2.0% AND LESS THAN 5.0% INTHE DIRECTION SHOWN AND CROSS SLOPE SHALLNOT EXCEED 2.0%LANDING AREA - 4' X 4' MIN. DIMENSIONSAND MAX 2.0% SLOPE IN ALL DIRECTIONSTRUNCATED DOMES(SEE STANDARD PLATE 7038)CONTROL POINT (BACK OF CURB)CP #ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEESTANDARD PLAN 5-297.250 SHEET 21 FOR CURB LINE REINFORCEMENT DETAIL.S
S
41542543R/W6"6"HADLEY AVE S.41FUTURE ROAD EXTENSIONSTREET 4FUTURE ROAD EXTENSIONSTREET 46"6"6"3'3'3'3'6"6"6"TEPEPER/WTE3'3'3'3'50195020502150225023502450255026Point TablePoint #50195020502150225023502450255026ElevationNorthing120663.6306120657.2747120672.0274120679.5018120748.9774120755.0432120740.2561120732.7818Easting466801.5686466796.5847466771.2235466774.2848466813.9528466819.4354466844.8556466841.794401020NSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C621.dwgXrefs:, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTADA PLANHADLEY AVENUE S. & STREET 468PBWMAFMAFDRSJDP193806597158
LEGENDCURB HEIGHTDRAINAGE FLOW ARROWX"INDICATES PEDESTRIAN RAMP - SLOPE SHALL BEBETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM INTHE DIRECTION SHOWN AND CROSS SLOPE SHALLNOT EXCEED 2.0%INDICATES PEDESTRIAN RAMP - SLOPE SHALL BEGREATER THAN 2.0% AND LESS THAN 5.0% INTHE DIRECTION SHOWN AND CROSS SLOPE SHALLNOT EXCEED 2.0%LANDING AREA - 4' X 4' MIN. DIMENSIONSAND MAX 2.0% SLOPE IN ALL DIRECTIONSTRUNCATED DOMES(SEE STANDARD PLATE 7038)CONTROL POINT (BACK OF CURB)CP #ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEESTANDARD PLAN 5-297.250 SHEET 21 FOR CURB LINE REINFORCEMENT DETAIL.S
S
S
54554610961097R/W4"HADLEY AVE S.HADLEY AVE S.103RD ST S.100TH ST S.4"6"4"4'4'3'4"6"4"4"3'4'4'3'6"4"4"4"4"4"4"6"3'4'4'3'3'4'4'TER/WR/WR/WTETETE3'3'5027502850295030503150325033503450355036503750385039504050415042Point TablePoint #5027503550285029503050315032503350345036503750385039504050415042ElevationNorthing120838.6441120937.4034120839.2449120834.2731120829.1628120857.8693120866.5894120894.6643120899.6379120936.8025120941.7744120946.8846120918.1781120909.4582120881.3831120876.4095Easting466534.5203466456.2204466525.6147466508.2209466501.0956466451.7469466452.6668466440.6139466434.2520466465.1260466482.5199466489.6451466538.9938466538.0739466550.1268466556.488801020NSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C621.dwgXrefs:, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTADA PLANHADLEY AVENUE S. & 100TH STREET S. / 103RD STREET S.69PBWMAFMAFDRSJDP193806597158
LEGENDCURB HEIGHTDRAINAGE FLOW ARROWX"INDICATES PEDESTRIAN RAMP - SLOPE SHALL BEBETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM INTHE DIRECTION SHOWN AND CROSS SLOPE SHALLNOT EXCEED 2.0%INDICATES PEDESTRIAN RAMP - SLOPE SHALL BEGREATER THAN 2.0% AND LESS THAN 5.0% INTHE DIRECTION SHOWN AND CROSS SLOPE SHALLNOT EXCEED 2.0%LANDING AREA - 4' X 4' MIN. DIMENSIONSAND MAX 2.0% SLOPE IN ALL DIRECTIONSTRUNCATED DOMES(SEE STANDARD PLATE 7038)CONTROL POINT (BACK OF CURB)CP #ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEESTANDARD PLAN 5-297.250 SHEET 21 FOR CURB LINE REINFORCEMENT DETAIL.S
S
S
S
S
49550551R/W6"HADLEY AVE S.5455TE6"6"6"3'3'102ND ST S.3'3'R/WR/WR/WTETEPE5043504450455046Point TablePoint #5043504450455046ElevationNorthing121070.0837121075.6271121091.5390121098.5518Easting466094.1392466100.0845466067.3254466071.434001020NSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C621.dwgXrefs:, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTADA PLANHADLEY AVENUE S. & 102ND STREET S.70PBWMAFMAFDRSJDP193806597158
E
U U
E
E
TT
T
H
S S
5535543'6"R/W6"3'6"3'6"3'6"3'6"3'R/W3'6"3'6"R/WHADLEY AVE S.504750485049505050515052505350546061HAMLET AVE S.LEGENDCURB HEIGHTDRAINAGE FLOW ARROWX"INDICATES PEDESTRIAN RAMP - SLOPE SHALL BEBETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM INTHE DIRECTION SHOWN AND CROSS SLOPE SHALLNOT EXCEED 2.0%INDICATES PEDESTRIAN RAMP - SLOPE SHALL BEGREATER THAN 2.0% AND LESS THAN 5.0% INTHE DIRECTION SHOWN AND CROSS SLOPE SHALLNOT EXCEED 2.0%LANDING AREA - 4' X 4' MIN. DIMENSIONSAND MAX 2.0% SLOPE IN ALL DIRECTIONSTRUNCATED DOMES(SEE STANDARD PLATE 7038)CONTROL POINT (BACK OF CURB)CP #ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEESTANDARD PLAN 5-297.250 SHEET 21 FOR CURB LINE REINFORCEMENT DETAIL.Point TablePoint #50475048504950505051505250535054ElevationNorthing121414.1553121417.4717121447.8529121447.8196121459.7865121467.7645121459.5524121467.5390Easting465973.7779465981.3643465981.4829465973.4830465950.5608465946.4079465904.7372465904.045001020N SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C621.dwgXrefs:, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTADA PLANHADLEY AVENUE S. & HAMLET AVENUE S.71PBWMAFMAFDRSJDP193806597158
EEHR/WPOWER EASEMENTR/WPOWER EASEMENT6"6"6667505550563'3'R/WHAMLET AVE S.LEGENDCURB HEIGHTDRAINAGE FLOW ARROWX"INDICATES PEDESTRIAN RAMP - SLOPE SHALL BEBETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM INTHE DIRECTION SHOWN AND CROSS SLOPE SHALLNOT EXCEED 2.0%INDICATES PEDESTRIAN RAMP - SLOPE SHALL BEGREATER THAN 2.0% AND LESS THAN 5.0% INTHE DIRECTION SHOWN AND CROSS SLOPE SHALLNOT EXCEED 2.0%LANDING AREA - 4' X 4' MIN. DIMENSIONSAND MAX 2.0% SLOPE IN ALL DIRECTIONSTRUNCATED DOMES(SEE STANDARD PLATE 7038)CONTROL POINT (BACK OF CURB)CP #ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEESTANDARD PLAN 5-297.250 SHEET 21 FOR CURB LINE REINFORCEMENT DETAIL.Point TablePoint #50555056Elevation0.0000.000Northing121480.1309121488.1310Easting466636.5453466636.548301020NSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C621.dwgXrefs:, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTADA PLANHAMLET AVENUE72PBWMAFMAFDRSJDP193806597158
1451551651751851952052152222HADLEY AVESTREET 6STREET 8>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CBMH 205
CBMH 206
CBMH 207
CB 213
CBMH 214>>CB 215
llllllllllllllllllllllll>>>>>lllllllllllll l l l l lllllllllllllllllllllllll
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP>>>>>lll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l l l
llllllllllllllllllllllllllllllllll>>>>>>>lllllllSS
SS
SS
SS
S
S
S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>R/WCONSTRUCTION LIMITSTECONSTRUCTION LIMITSR/WTETE514+97W 813.1R 800.7S 801.4515+71W 812.5R 800.1S 800.8516+22W 812.1R 799.7S 800.4516+73W 811.7R 799.3S 800.0517+24W 811.5R 799.0S 799.8519+08W 812.6R 800.2S 800.9519+59W 813.0R 800.6S 801.3520+11W 813.4R 801.0S 801.7517+54W 811.6R 799.1S 799.9518+06W 811.9R 799.5S 800.2518+57W 812.2R 799.8S 800.5EXISTING FINISHED GROUND PROFILEPROPOSED FINISHEDGROUND PROFILE780790800810820780790800810820514+00 515+00 516+00 517+00 518+00 519+00 520+00 521+00 522+00MH 4STA 514+39RIM 812.87INV 780.76 24" NMH 5STA 516+40RIM 811.63INV 781.56 24" NINV 781.56 24" SMH 6STA 518+96RIM 812.13INV 782.59 24" NINV 782.59 24" SMH 7STA 521+00RIM 813.66INV 783.40 24" S200'-24" PVC @ 0.40%256'-24" PVC @ 0.40%203'-24" PVC @ 0.40%27'26'25'24'24'24'24'24'24'25'25'SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:09pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C401.dwgXrefs:, VIEWPORTS, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSSS, 193806597_XSXT, 193806597_XSXU, 193806597_XSNV, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT03060N PBWMAFMAFDRSJDP193805569158SANITARY SEWER & WATERMAIN PLAN & PROFILEHADLEY AVENUE73SERVICE NOTES:1. ALL CUT-IN-WYES SHALL BE C905.2. ALL SANITARY SERVICE RISERS SHALL BE 4" PVC C900 AND LATERALS 4" PVC SCHEDULE 40.3. ALL WATER SERVICES SHALL BE 1" COPPER.TYPICAL SERVICE INFORMATION:X+XX INDICATES WYE STATION ALONG ROAD ALIGNMENTW 900.0 INDICATES CURB BOX ELEVATION (FINISH GROUND)R 891.0 INDICATES INVERT AT TOP OF SEWER RISERS 892.0 INDICATES UPSTREAM INVERT ELEVATION OF SEWER SERVICE AT END OF SERVICE
549550551515253545556102ND STFUTUREROADWAYHADLEY AVEllllllll
lUU UEEEEEUOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPCCCCCCCCCCCCCCCCCCCCCCCCCCCCGGGGGGEEEEEEll>SS>
>
>
>>>>>>>>
>>>>
>
>
>
>
>
>
>
>
>
>
>llllllllllllllllll
l
ll
l
l
FMl
l
l
l
l
l
l
l
l
l
l
l
l
l
lS>>>lllllll>>>
>>>>
l l l
l l l l
SSSS>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>>>>>SR/W18" 22.5° BEND18" 22.5° BENDR/WTE18" BV & BOX8" GV & BOXREMOVE 18" PLUGCONNECT TO EX. WM8008108208308008108208300+50 1+00 2+00 3+00 4+00EX. 8" DIP18"X8" REDUCERSTA 1+00INV 805.00 8" W18" CROSSSTA 1+05INV 805.00 18" SINV 805.00 18" W18" BVSTA 1+09INV 805.00 18" W18" BENDSTA 1+73INV 805.00 18" W18"X8" TEESTA 2+01INV 804.25 18" SWINV 804.25 8" SE18" BENDSTA 2+29INV 804.25 18" SW18" DIPCONNECT TO EXISTINGSTA 2+83EX. 18" DIP15" EX STORMMAINTAIN 2' SEPARATION.ADD 2" INSULATION.7.5' MIN. COVERPROPOSED FINISHEDGROUND PROFILEEXISTING FINISHED GROUND PROFILE8008108208308008108208300+50 1+00 1+708" DIP8" GVSTA 0+69INV 804.25 8" SE8" PLUGSTA 1+14INV 804.50 8" NW18"X8" TEESTA 0+65INV 804.25 18" SWINV 804.25 8" SE7.5' MIN. COVERPROPOSED FINISHEDGROUND PROFILEEXISTING FINISHED GROUND PROFILEPBWMAFMAFDRSJDP193805569158SANITARY SEWER & WATERMAIN PLAN & PROFILE HADLEY AVENUE S.7403060N
SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:09pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C401.dwgXrefs:, VIEWPORTS, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSSS, 193806597_XSXT, 193806597_XSXU, 193806597_XSNV, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTWATER MAIN NOTES:1. STATIONING IN PROFILE REFLECTS PIPE STATIONING.2. ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE.3. WATER MAIN SHALL HAVE A MINIMUM OF 7.5 FEET OF COVER.4. HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT.
1088 1089EX. MH 15>>>EEEEU
U
U
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC>
>
>
>
>>>>>>>>>lllllllllFMFMllllllllllllllllllllllllllllllSS
SS >>>>>>>>>>>>>>SS
SS >>PLUG 15AR/WR/WEX. HADLEY AVE103RD
S
TCONNECT TO EX. MH7908008108208307908008108208300+77 1+00 2+0081'-8" PVC SDR 26 @ 0.50%PLUG 15ASTA 1+81INV 794.01 8" WMH 15STA 1+00RIM 814.05INV 793.61 8" WINV 793.61 8" EINV 793.61 8" SEXISTING FINISHED GROUND PROFILEPBWMAFMAFDRSJDP193805569158SANITARY SEWER & WATERMAIN PLAN & PROFILE HADLEY AVENUE S.7503060N
SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:09pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C401.dwgXrefs:, VIEWPORTS, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSSS, 193806597_XSXT, 193806597_XSXU, 193806597_XSNV, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTSANITARY SEWER NOTES:1. STATIONING IN PROFILE REFLECTS PIPE STATIONING.
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHPOHP
E
E
E>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllSS
SS
SS
SS
SS
S
S
S
S
S >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BEGIN CONSTRUCTIONSTA. 509+14R/WTECONSTRUCTION LIMITSTER/WCONSTRUCTION LIMITSHADLEY AVECBMH 208CBMH 209CBMH 210CB 216CB 2111+0010+0011+0012+0013+0014+00>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>5065075085095105115125135147908008108208307908008108208309+8110+0011+0012+0013+0014+0014+2518" WATER33'-15" RCP@ 0.40%CB 211STA 14+05RIM 808.59INV 804.38 15" NWCBMH 210STA 13+72RIM 808.36INV 804.25 15" SEINV 804.25 15" N139'-15" RCP@ 0.40%CBMH 209STA 12+33RIM 809.75INV 803.70 15" SINV 803.70 15" N108'-15" RCP@ 0.40%CBMH 208STA 11+26RIM 810.83INV 803.27 15" SINV 806.56 15" EINV 803.27 18" N282'-18" RCP@ 0.40%PROPOSED FINISHEDGROUND PROFILEEXISTING FINISHED GROUND PROFILE7908008108208307908008108208300+50 1+00 2+0018" WATERCBMH 208STA 1+00RIM 810.83INV 803.27 15" SINV 806.56 15" EINV 803.27 18" NCB 216STA 1+36RIM 810.88INV 806.74 15" W36'-15" RCP@ 0.50%PROPOSED FINISHEDGROUND PROFILEEXISTING FINISHED GROUND PROFILE03060N
MATCHLINE514+00SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:13pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C501.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSST, 193806597_XSXT, 193806597_XSXU, VIEWPORTSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTDRAINAGE PLAN & PROFILEHADLEY AVENUE S.76PBWMAFMAFDRSJDP193806597158
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP>>>>>lll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l l l
llllllllllllllllllllllllllllllllll>>llSS
SS
SS
SS
S
S
S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HADLEY AVER/WTECONSTRUCTION LIMITSCONSTRUCTION LIMITSTESTREET 6STREET 8CBMH 205CBMH 206CBMH 207CB 213CBMH 214CB 2151+001+003+004+005+006+007+008+009+001422>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllllll>>>>>lllllllllllll l l l l lllllllllllllllllllllllll
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>14 515516517518519520521>>>>>>>>>>>>>>>>>>>>>>>>>>>>>7908008108208307908008108208302+313+004+005+006+007+008+009+009+81282'-18" RCP@ 0.40%CBMH 207STA 8+44RIM 811.97INV 802.14 18" SINV 802.14 18" N197'-18" RCP@ 0.40%CBMH 206STA 6+47RIM 810.72INV 801.35 18" SINV 806.39 15" EINV 801.35 24" N264'-24" RCP@ 0.30%CBMH 205STA 3+83RIM 812.48INV 800.56 24" SINV 808.32 15" EINV 800.56 24" N333'-24" RCP@ 0.30%8" WATER8" WATERPROPOSED FINISHEDGROUND PROFILEEXISTING FINISHED GROUND PROFILE03060N
MATCHLINE 514+00MATCHLINE521+50SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:13pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C501.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSST, 193806597_XSXT, 193806597_XSXU, VIEWPORTSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTDRAINAGE PLAN & PROFILEHADLEY AVENUE S.77PBWMAFMAFDRSJDP193806597158
7807908008108207807908008108200+50 1+00 2+00CBMH 206STA 1+00RIM 810.72INV 801.35 18" SINV 806.39 15" EINV 801.35 24" NCBMH 214STA 1+36RIM 810.73INV 806.57 15" EINV 806.57 15" WCB 215STA 1+67RIM 810.03INV 806.72 15" W31'-15" RCP@ 0.50%36'-15" RCP@ 0.50%18" WATERPROPOSED FINISHEDGROUND PROFILEEXISTING FINISHED GROUND PROFILE7807908008108207807908008108200+50 1+00 1+7018" WATERCBMH 205STA 1+00RIM 812.48INV 800.56 24" SINV 808.32 15" EINV 800.56 24" NCB 213STA 1+36RIM 812.48INV 808.50 15" W36'-15" RCP@ 0.50%PROPOSED FINISHEDGROUND PROFILEEXISTING FINISHED GROUND PROFILEOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP>>>>>lll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l l l
llllllllllllllllllllllllllllllllll>>llSS
SS
SS
SS
S
S
S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HADLEY AVER/WTECONSTRUCTION LIMITSCONSTRUCTION LIMITSTESTREET 6STREET 8CBMH 205CBMH 206CBMH 207CB 213CBMH 214CB 2151+001+003+004+005+006+007+008+009+001422>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllllll>>>>>lllllllllllll l l l l lllllllllllllllllllllllll
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>14 515516517518519520521>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:13pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C501.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSST, 193806597_XSXT, 193806597_XSXU, VIEWPORTSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTDRAINAGE PLAN & PROFILEHADLEY AVENUE S.78PBWMAFMAFDRSJDP19380659715803060N
MATCHLINE 514+00MATCHLINE521+50
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPE
E
>
>>>>l
l
l
llll>>>>>>>>>llllllllll>
>
>
>
>
>
>
>llllllllllllllllllllllllllllllSS
SS >>>>>>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
S >>>>>>>>>
>
>
>
>
>>>>>>>>>>>>>>>>>>>CONSTRUCTION LIMITSTETER/WHADLEY AVEEX CBMH 2040+501+002+003+00>>>>>>>>>>>>>>>>>>>>521522523524525526527528CONSTRUCTION LIMITS>>>7857908008108208307857908008108208300+251+002+002+3112" STORM333'-24" RCP@ 0.30%CBMH 204STA 0+50RIM 812.91INV 799.56 24" SINV 799.56 24" NPROPOSED FINISHEDGROUND PROFILEEXISTING FINISHED GROUND PROFILE03060N
MA
T
C
H
L
I
N
E
521
+
5
0 SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:13pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C501.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSST, 193806597_XSXT, 193806597_XSXU, VIEWPORTSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTDRAINAGE PLAN & PROFILEHADLEY AVENUE S.79PBWMAFMAFDRSJDP193806597158
l>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l l l lllllllllllllSSSSSS>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>S>>>>>>>>>>>>>>>>TER/W
HADLEY A
VE
EX CBM
H 204FES 501FES 5020+50>>>>>>>>>5235245255261+002+007807908008108207807908008108200+50 1+00 2+00 2+59FES 501STA 1+00INV 796.00 15" WFES 502STA 2+09INV 795.46 15" E109'-15" RCP@ 0.50%EXISTING FINISHED GROUND PROFILEPROPOSED FINISHEDGROUND PROFILE03060NSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:13pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C501.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSST, 193806597_XSXT, 193806597_XSXU, VIEWPORTSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTDRAINAGE PLAN & PROFILECITY PARK80PBWMAFMAFDRSJDP193806597158
7908008108208307908008108208302+40 3+00 4+00 5+00 5+50CBMH 242STA 2+49RIM 816.09INV 804.24 18" NINV 804.24 18" SE141'-18" RCP@ 0.30%CBMH 243STA 3+90RIM 816.07INV 804.66 18" EINV 804.66 18" SCBMH 244STA 4+85RIM 815.00INV 810.90 15" NINV 804.92 18" W95'-18" RCP@ 0.27%PROPOSED FINISHEDGROUND PROFILEEXISTING FINISHED GROUND PROFILE28'-15" RCP@ 0.50%CB 245STA 5+13RIM 814.88INV 811.04 15" SEUUUUEEFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPCCCCCCCCCGC
C CCCCCCCCCCCCCCCCCCCCCCFOFOGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGTTTHlSS
>>>SSlllllllllllllllllll
l
ll
l
ll
l l l l l l l
CONSTRUCTION LIMITSEND CONSTRUCTIONSTA. 554+66TEPOWEREASEMENTR/WHADLEY AVEEX. CBMH 242CBMH 243CB 245R/WCBMH 244HAMLET AVE3+00
4+005+00>>>>>>>>>>
>>
>>
>>
>>
552
553554CONSTRUCTION LIMITS03060NSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:14pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C501.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSST, 193806597_XSXT, 193806597_XSXU, VIEWPORTSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTDRAINAGE PLAN & PROFILEHAMLET AVENUE S.81PBWMAFMAFDRSJDP193806597158
7908008108208307908008108208300+501+001+748" SANFES 406STA 1+50INV 810.80 15" NEFES 405STA 0+75INV 810.43 15" SW75'-15" RCP@ 0.50%PROPOSED FINISHEDGROUND PROFILEEXISTING FINISHED GROUND PROFILEUUUOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPGGGGGGGGGGGCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCClllllllllllllllllllllll
l
l
>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>>SSSS>>FES 406FES 405>R/WR/W103RD STEX. HADLEY AVESNA-NORTHPARKING1+00108210831084108510861087108810891090EARTH BERMCHECK DAM (TYP)03060NSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:14pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C501.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSST, 193806597_XSXT, 193806597_XSXU, VIEWPORTSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTDRAINAGE PLAN & PROFILE103RD STREET82PBWMAFMAFDRSJDP193806597158
STOCKPILE EXTRAFOR EXTRA EXCAVATEDMATERIALSTOCKPILE EXTRAFOR EXTRA EXCAVATEDMATERIALFUTURE CITY PARK>>>>>>>>>>>>>>>>>>>>llllll>>>>>>OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEE
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllll l
>>>>>ll l l l
>l>>>>>
l l l l l l
>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllSSSSSSSSSSSSSSSSSSSSSS>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>>>>SSS>>>>>>>>>>>>>>>>>>>>>>>>>>INFILTRATION BASINTOP 806.5HWL 802.5BOT 793.0SEE SHEET 80 FORCULVERT PROFILESTOCKPILE EXTRAFOR EXTRA EXCAVATEDMATERIALSTOCKPILE EXTRAFOR EXTRA EXCAVATEDMATERIALFUTURE CITY PARK>>>>>>>>>>>>>>>>CBMH 205CB 213>>>>FES 501FES 502llllll>>>>>>OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEE
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllll l
>>>>>ll l l l
>l>>>>>
l l l l l l
>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllSSSSSSSSSSSSSSSSSSSSSS>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>>>>SSS>>>>>>>>>>>>>>>>>>>>>>>>>>INFILTRATION BASINTOP 806.5HWL 802.5BOT 793.0SEE SHEET 80 FORCULVERT PROFILESTOCKPILE EXTRAFOR EXTRA EXCAVATEDMATERIALSTOCKPILE EXTRAFOR EXTRA EXCAVATEDMATERIALFUTURE CITY PARK>>>>>>>>>>>>>>>>CBMH 205CB 213>>>>FES 501FES 502llllll>>>>>>OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEE
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllll l
>>>>>ll l l l
>l>>>>>
l l l l l l
>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllSSSSSSSSSSSSSSSSSSSSSS>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>>>>SSS>>>>>>>>>>>>>>>>>>>>>>>>>>INFILTRATION BASINTOP 806.5HWL 802.5BOT 793.0SEE SHEET 80 FORCULVERT PROFILE4:14:1MAINTENANCEBENCH10:14:1SAFETY/AQUATICVEGETATIONBENCH10:13:1HWL = 802.5799.0798.0NWL = 796.0795.04:18'2'8'4'15'5'10'1'10'1'14'3.5'38'9.5'8'2'4'4'4:1HWL = 802.5BASINBOTTOM= 793.04:1TOP OF BERM4:1EXISTINGGROUNDTOP OF BERMEXISTINGGROUNDPONDBOTTOM= 793.0PONDINFILTRATIONBASIN0 50 100NSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:17pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C301.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTGRADING PLANCITY PARK AREA83PBWMAFMAFDRSJDP193806597158
THE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACES WITHIN THE PLAN SET AS WELL AS IN THE SPECIAL PROVISIONS, MNDOT SPEC BOOK(2020 EDITION), OR ON FILE WITH THE CITY OF COTTAGE GROVE. THE NOTES AND TABLE BELOW ARE INTENDED TO BE A QUICK REFERENCE FOR THECONTRACTOR AND PROJECT ENGINEER TO USE IN THE FIELD. THERE MAY BE ADDITIONAL REQUIRED SWPPP ELEMENTS INCLUDED ON THE PROJECT THAT ARENOT LISTED ON THIS SHEET.TOTAL DISTURBED AREA ACRESTOTAL EXISTING IMPERVIOUS SURFACE AREA ACRESTOTAL PROPOSED IMPERVIOUS SURFACE AREA ACRESTOTAL PROPOSED NET CHANGE IN IMPERVIOUS SURFACE AREA ACRESTHE PROJECT ENGINEER AND CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTIONAND SEDIMENT CONTROL BMPS BEFORE, DURING AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION HAS BEEN FILED.MPCA DUTY OFFICER 24 HOUR EMERGENCY NOTIFICATION:651-649-5451 OR 800-422-0798THESE SPECIAL AND IMPAIRED WATERS ARE LOCATED WITHIN ONE MILE (AERIAL RADIUS) OF THE PROJECT LIMITS AND RECEIVE RUNOFF FROM THE PROJECT SITE. DUE TO THEPROXIMITY OF THESE SPECIAL AND IMPAIRED WATERS. THE BMPS DESCRIBED IN APPENDIX A OF THE NPDES PERMIT WILL APPLY TO ALL AREAS OF THE SITE.PROJECT LOCATION:1. HADLEY AVENUE FROM THE ROUNDABOUT AT 105TH STREET TO THE INTERSECTION OF HADLEY AVENUE AND 100TH STREET.100TH STREET / 103RD STREET FROM 500 FT WEST OF THE EXISTING INTERSECTION OF 103RD STREET / HADLEY AVENUE TO THEEXISTING INTERSECTION OF 100TH STREET / HAYWARD AVENUE.THE PROJECTS IS WITHIN THE CITY OF COTTAGE GROVE, WASHINGTON COUNTY, MINNESOTA.THE PLANNED SCOPE OF THE PROJECT INCLUDES:AGGREGATE BASE, BITUMINOUS PAVEMENT, CONCRETE CURB AND GUTTER, BITUMINOUS TRAIL, CONCRETE SIDEWALK, STORMSEWER, SANITARY SEWER, WATER MAIN, SIGNING, PAVEMENT MARKINGS, LIGHTING, AND LANDSCAPING.INSPECT THE ENTIRE CONSTRUCTION SITE A MINIMUM OF ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER ARAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. INSPECT ALL TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT, EROSION PREVENTIONAND SEDIMENT CONTROL BMPS UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND THE NOT HAS BEEN SUBMITTED. INSPECT SURFACE WATERINCLUDING DRAINAGE DITCHES FOR SIGNS OF EROSION AND SEDIMENT DEPOSITION. INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCEOF TRACKING ONTO PAVED SURFACES. INSPECT SURROUNDING PROPERTIES FOR EVIDENCE OF OFF SITE SEDIMENT ACCUMULATION. INSPECT INFILTRATIONAREAS FOR SIGNS OF SEDIMENT DEPOSITION AND COMPACTION (TO ENSURE THAT EQUIPMENT IS NOT BEING DRIVEN ACROSS THE AREA).RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES IN WRITING WITHIN 24 HOURS. SUBMIT INSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLETO THE PROJECT ENGINEER. INCLUDE THE FOLLOWING IN THE RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY:A. DATE AND TIME OF INSPECTIONSB. NAME OF PERSONS CONDUCTING INSPECTIONSC. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONSD. CORRECTIVE ACTIONS TAKEN, INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIESE. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURSF. DOCUMENTS AND CHANGES MADE TO THE SWPPPREPLACE, REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY UNLESS LISTED DIFFERENTLYBELOW:A. REPAIR, REPLACE, OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN IT BECOMES NONFUNCTIONAL OR SEDIMENT REACHES 1/2 THE HEIGHT OF THE DEVICE. COMPLETE REPAIRS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY.B. REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONAL OR SEDIMENT REACHES 1/2 THE HEIGHT AND/OR DEPTH OF THE DEVICE.C. DRAIN AND REMOVE SEDIMENT FROM TEMPORARY AND PERMANENT SEDIMENT BASINS ONCE THE SEDIMENT HAS REACHED 1/2 THE STORAGE VOLUME. COMPLETE WORK WITHIN 72 HOURS OF DISCOVERY.D. REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. RESTABILIZE ANY AREAS THAT ARE DISTURBED BY SEDIMENT REMOVAL OPERATIONS. SEDIMENT REMOVAL AND STABILIZATION MUST BE COMPLETED WITHIN 7 DAYS OF DISCOVERY. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR WORKING IN SURFACE WATERS. CONTACT ALL APPROPRIATE AUTHORITIES PRIOR TO WORKING IN SURFACE WATERS.E. REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24 HOURS OF DISCOVERY. STREET SWEEPING MAY HAVE TO OCCUR MORE OFTEN TO MINIMIZE OFF SITE IMPACTS. LIGHTLY WET THE PAVEMENT PRIOR TO SWEEPING.F. MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL STABILIZATION, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA.COTTAGE GROVE AND THE CONTRACTOR ARE COPERMITEES FOR THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION PERMIT. THE CONTRACTOR ISRESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION PERMIT AT ALL TIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA. THECONTRACTOR WILL DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THECONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA.THIS SWPPP WAS PREPARED BY PERSONNEL THAT ARE CERTIFIED IN THE DESIGN OF CONSTRUCTION SWPPPS. COPIES OF THE CERTIFICATIONS ARE ON FILE WITH CITY OF COTTAGEGROVE AND ARE AVAILABLE UPON REQUEST.PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO IS KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENTCONTROL BEST MANAGEMENT PRACTICES. THE EROSION CONTROL SUPERVISOR WILL WORK WITH THE PROJECT ENGINEER TO OVERSEE THE IMPLEMENTATION OF THE SWPPP AND THEINSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING AND AFTER CONSTRUCTION UNTIL THE NOTICE OFTERMINATION (NOT) HAS BEEN FILED WITH THE MPCA. PROVIDE PROOF OF CERTIFICATION AT THE PRECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO COMMENCE UNTILPROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER.PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTOR THAT INSTALLS THE PRODUCTS LISTED INSPECIFICATION SECTION 2573.3.A.2. PROVIDE PROOF OF CERTIFICATION AT THE PRECONSTRUCTION MEETING. WORK WILL NOT BEALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER.THERE ARE NO STORMWATER MITIGATION MEASURES REQUIRED AS A RESULT OF AN ENVIRONMENTAL, ARCHEOLOGICAL OR AGENCY REVIEW. ALL MITIGATIONMEASURES HAVE BEEN ADDRESSED IN THIS PLAN SET OR THE SPECIAL PROVISIONS.THIS PROJECT IS NOT LOCATED IN A WELL HEAD PROTECTION AREA.THIS PROJECT IS NOT LOCATED IN A DRINKING WATER SUPPLY MANAGEMENT AREA (DWSMA).JOSH NORMANCONTACT NAMETEMPORARY EROSION CONTROL MEASURESPERMANENT EROSION CONTROL MEASURESDIRECTION OF FLOWFINAL STABILIZATIONSOILS AND CONSTRUCTION NOTESDRAINAGE STRUCTURESDRAINAGE TABULATIONSTORM SEWER PROFILE SHEETSSITE MAP STANTECSTORMWATER TREATMENT CONSTRUCTION STAGING STANTECSTANTECWATER RESOURCES NOTESIN ADDITION TO THE LIST OF SPECIAL AND IMPAIRED WATERS THE CONTRACTOR SHALL BE AWARE THAT THERE ARE WETLANDS AND EXISTING STORMWATER FACILITIES WITHIN ANDNEAR THE PROJECT BOUNDARY, INCLUDING AN UNNAMED WETLAND AND UNNAMED CREEK.THE FOLLOWING WATER BODIES HAVE BEEN LISTED BY THE DNR AS BEING INFESTED BY INVASIVE SPECIES: LIST WATERBODIES HERE. N/ASTORMWATER CALCULATIONS AND MAPSSTORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVEPROJECT DESCRIPTION/LOCATIONSPECIAL AND IMPAIRED WATERSWATERBODYIMPAIRMENT(S)AREAS OF ENVIRONMENTAL SENSITIVITY (AES) AND INFESTED WATERSSOIL TYPESSOIL TYPES TYPICALLY FOUND ON THIS PROJECT ARE SPARTA LOAMY SAND.PROJECT PERSONNEL AND TRAININGORGANIZATIONPHONECHAD JOHNSONAMANDA MEYERCENTRAL OFFICE612-712-2064651-458-2848651-757-2389651-259-5800LOCATION OF SWPPP REQUIREMENTSLOCATION OF SWPPP REQUIREMENTS IN PROJECT PLANDESCRIPTION LOCATIONMINNESOTA POLLUTION CONTROL AGENCY (MPCA)MINNESOTA DEPARTMENT OF NATURAL RESOURCESWATERSHED DISTRICTSTANTECCITY OF COTTAGE GROVEMATT MOORE651-714-3729FRANK TICKNOR651-430-4319WASHINGTON COUNTYN/A N/ACHAIN OF RESPONSIBILITYPROJECT CONTACTSSITE INSPECTION AND MAINTENANCEENVIRONMENTAL REVIEWLAND FEATURE CHANGESSTANTEC 37.75 2.569.346.78SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:20pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C200.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTSTORMWATER POLLUTION PREVENTION PLANSWPPP84PBWMAFMAFDRSJDP193806597158
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE (CONTINUED)1. PROVIDE A SPILL KIT AT EACH WORK LOCATION ON THE SITE.2. STORE ALL BUILDING MATERIALS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS, PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENTCHEMICALS, AND LANDSCAPE MATERIALS UNDER COVER AND WITH SECONDARY CONTAINMENT.3. PROVIDE A SECURE STORAGE AREA WITH RESTRICTED ACCESS FOR ALL HAZARDOUS MATERIALS AND TOXIC WASTE. RETURN ALL HAZARDOUS MATERIALSAND TOXIC WASTE TO THE DESIGNATED STORAGE AREA AT THE END OF THE BUSINESS DAY UNLESS INFEASIBLE. STORE ALL HAZARDOUS MATERIALS ANDTOXIC WASTE (INCLUDING BUT NOT LIMITED TO OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT, PETROLEUM BASED PRODUCTS, WOODPRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS WITH SECONDARY CONTAINMENT. CLEAN UP SPILLS IMMEDIATELY.4. STORE, COLLECT AND DISPOSE OF ALL SOLID WASTE.5. POSITION ALL PORTABLE TOILETS SO THAT THEY ARE SECURE AND CANNOT BE TIPPED OR KNOCKED OVER. PROPERLY DISPOSE OF ALL SANITARY WASTE.6. FUEL AND MAINTAIN VEHICLES IN A DESIGNATED CONTAINED AREA WHENEVER FEASIBLE. USE DRIP PANS OR ABSORBENT MATERIALS TO PREVENT SPILLSOR LEAKED CHEMICALS FROM DISCHARGING TO SURFACE WATER OR STORMWATER CONVEYANCES. PROVIDE A SPILL KIT AT EACH LOCATION THAT VEHICLESAND EQUIPMENT ARE FUELED OR MAINTAINED AT.7. LIMIT VEHICLE AND EQUIPMENT WASHING TO A DEFINED AREA OF THE SITE. CONTAIN RUNOFF FROM THE WASHING AREA TO A TEMPORARY SEDIMENTBASIN OR OTHER EFFECTIVE CONTROL. PROPERLY DISPOSE OF ALL WASTE GENERATED BY VEHICLE AND EQUIPMENT WASHING. ENGINE DEGREASING IS NOTALLOWED ON THE SITE.8. PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS,CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS. LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THE GROUND. DESIGN THECONTAINMENT SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR CONTAINMENT AREA.9. CREATE AND FOLLOW A WRITTEN DISPOSAL PLAN FOR ALL WASTE MATERIALS. INCLUDE IN THE PLAN HOW THE MATERIAL WILL BE DISPOSED OF AND THELOCATION OF THE DISPOSAL SITE. SUBMIT PLAN TO THE ENGINEER.10. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE OR PLACEMENT OF BITUMINOUS GRINDINGS, CUTTINGS, MILLINGS, ANDOTHER BITUMINOUS WASTES FROM AREAS OF EXISTING OR FUTURE VEGETATED SOILS AND FROM ALL WATER CONVEYANCE SYSTEMS, INCLUDING INLETS,DITCHES AND CURB FLOW LINES.11. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT CONCRETE DUST, PARTICLES, CONCRETE WASH OUT, AND OTHER CONCRETE WASTES FROMLEAVING MNDOT RIGHT OF WAY, DEPOSITING IN EXISTING OR FUTURE VEGETATED AREAS, AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS,INCLUDING INLETS, DITCHES AND CURB FLOW LINES. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT SAW CUT SLURRY AND PLANING WASTEFROM LEAVING MNDOT RIGHT OF WAY AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS INCLUDING DITCHES AND CULVERTS.LAST 200 LINEAL FEET OF DRAINAGE DITCH OR SWALEWITHIN 24 HOURS OF CONNECTION TO SURFACE WATER ORPROPERTY EDGE1, 2, 3REMAINING PORTIONS OF DRAINAGE DITCH OR SWALE14 DAYS1, 3PIPE AND CULVERT OUTLETS24 HOURS14 DAYS1TIME FRAMENOTES13. PROTECT STORM SEWER INLETS AT ALL TIMES WITH THE APPROPRIATE INLET PROTECTION FOR EACH SPECIFIC PHASE OF CONSTRUCTION. PROVIDEINLET PROTECTION DEVICES WITH EMERGENCY OVERFLOW CAPABILITIES. SILT FENCE PLACED IN THE INLET GRATE IS NOT AN ACCEPTABLE INLETPROTECTION BMP FOR GRADING OPERATIONS. SILT FENCE PLACED IN THE GRATE IS ONLY ALLOWED FOR SHORT INTERVALS DURING MILLING OR PAVINGOPERATIONS. INLET PROTECTION DEVICES MAY NEED TO BE PLACED MULTIPLE TIMES IN THE SAME LOCATION OVER THE LIFE OF THE CONTRACT. INLETPROTECTION DEVICES WILL BE PAID FOR ONCE PER INLET REGARDLESS OF THE NUMBER OF TIMES THE BMP IS PLACED. KEEP ALL STORM SEWER INLETPROTECTION DEVICES IN GOOD FUNCTIONAL CONDITION AT ALL TIMES. REPLACE INLET PROTECTION DEVICE WITH A SUITABLE ALTERNATIVE IF THE PROJECTENGINEER DEEMS AN INLET PROTECTION DEVICE TO BE NONFUNCTIONAL, IN POOR CONDITION, INEFFECTIVE, OR NOT APPROPRIATE FOR THE CURRENTCONSTRUCTION ACTIVITIES. THERE WILL BE NO COST TO COTTAGE GROVE FOR REPLACEMENT OF INLET PROTECTION DEVICES.14. PLACE CONSTRUCTION EXITS, AS NECESSARY, TO PREVENT TRACKING OF SEDIMENT ONTO PAVED SURFACES BOTH ON AND OFF THE PROJECT SITE.PROVIDE CONSTRUCTION EXITS OF SUFFICIENT SIZE TO PREVENT TRACK OUT. MAINTAIN CONSTRUCTION EXITS WHEN EVIDENCE OF TRACKING ISDISCOVERED. REGULAR STREET SWEEPING IS NOT AN ACCEPTABLE ALTERNATIVE TO PROPER CONSTRUCTION EXIT INSTALLATION AND MAINTENANCE.15. DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINS WHENEVER FEASIBLE. IN THE EVENT THAT IT IS NOT FEASIBLE TODISCHARGE THE SEDIMENT LADEN WATER TO A TEMPORARY SEDIMENT BASIN, THE WATER MUST BE TREATED SO THAT IT DOES NOT CAUSE A NUISANCECONDITION IN THE RECEIVING WATERS OR TO DOWNSTREAM LANDOWNERS. CLEAN OUT ALL PERMANENT STORMWATER BASINS REGARDLESS OF WHETHERUSED AS TEMPORARY SEDIMENT BASINS OR TEMPORARY SEDIMENT TRAPS TO THE DESIGN CAPACITY AFTER ALL UPGRADIENT LAND DISTURBING ACTIVITY ISCOMPLETED.16. PROVIDE SCOUR PROTECTION AT ANY OUTFALL OF DEWATERING ACTIVITIES.17. PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAINING PURPOSES.1. INITIATE STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED ON ANY PORTION OF THE SITE. COMPLETESTABILIZATION WITHIN THE TIME FRAME LISTED. IN MANY INSTANCES THIS WILL REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE DURING THE COURSEOF THE PROJECT. TEMPORARY SOIL STOCKPILES WITHOUT SIGNIFICANT CLAY OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARE EXEMPT FROMTHE STABILIZATION REQUIREMENT.2. STABILIZE WETTED PERIMETER OF DITCH (I.E. WHERE THE DITCH GETS WET).3. APPLICATION OF MULCH, HYDROMULCH, TACKIFIER AND POLYACRYLAMIDE ARE NOT ACCEPTABLE STABILIZATION METHODS IN THESE AREAS.4. STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER. ANY WORK STILL BEING PERFORMED WILL BE SNOW MULCHED, SEEDED, ANDBLANKETED WITHIN THE TIME FRAMES IN THE NPDES PERMIT.5. TOPSOIL BERMS MUST BE STABILIZED IN ORDER TO BE CONSIDERED PERIMETER CONTROL BMPS. USE RAPID STABILIZATION METHOD 2, 3, OR 4 ASDIRECTED BY THE ENGINEER. THE SEED MIX USED IN THE RAPID STABILIZATION MAY BE SUBSTITUTED AS FOLLOWS: A. SINGLE YEAR CONSTRUCTION BETWEEN MAY 1 - AUGUST 1, SEED WITH SEED MIXTURE 21-111 B. SINGLE YEAR CONSTRUCTION BETWEEN AUGUST 1 AND OCTOBER 31, SEED WITH SEED MIXTURE 21-112 C. MULTI YEAR CONSTRUCTION 22-1116. KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO BE ABLE TO APPLY EROSION CONTROL MULCHES,HYDROMULCHES AND BLANKETS.1. AMEND THE SWPPP AND DOCUMENT ANY AND ALL CHANGES TO THE SWPPP AND ASSOCIATED PLAN SHEETS IN A TIMELY MANNER. STORE THE SWPPP ANDALL AMENDMENTS ON SITE AT ALL TIMES.2. BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY.3. DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOT TO BE DISTURBED PRIOR TO STARTING GROUND DISTURBINGACTIVITIES. IF IT BECOMES NECESSARY TO DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS OBTAIN WRITTEN PERMISSION FROM THE PROJECTENGINEER PRIOR TO PROCEEDING. PRESERVE ALL NATURAL BUFFERS SHOWN ON THE PLANS.4. ROUTE STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER FEASIBLE. PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICESAS NEEDED TO KEEP CHANNELS FROM ERODING AND TO PREVENT NUISANCE CONDITIONS AT THE OUTLET.5. DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS WHENEVER FEASIBLE. PROVIDE VELOCITY DISSIPATION DEVICES AS NEEDED TO PREVENT EROSION.6. THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED AS NECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND TOCAPTURE SEDIMENT ON SITE. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY REMOVAL WORK AND/OR GROUNDDISTURBING ACTIVITIES COMMENCE.7. ESTABLISH SEDIMENT CONTROL DEVICES ON ALL DOWN GRADIENT PERIMETERS AND UPGRADIENT OF ANY BUFFER ZONES BEFORE ANY UP GRADIENT LANDDISTURBING ACTIVITIES BEGIN. MAINTAIN SEDIMENT CONTROL DEVICES UNTIL CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.8. LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND, LOW- VELOCITY SHEET FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS ANDPRIOR TO DISCHARGING TO SURFACE WATERS. PLACE J-HOOKS AT A MAXIMUM OF 100 FOOT INTERVALS.9. PROVIDE PERIMETER CONTROL AROUND ALL STOCKPILES. PLACE BMP A MINIMUM 5 FEET FROM THE TOE OF SLOPE WHERE FEASIBLE. DO NOT PLACESTOCKPILES IN NATURAL BUFFER AREAS, SURFACE WATERS OR STORMWATER CONVEYANCES.10. DITCH CHECKS WILL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OF CONSTRUCTION.EXPOSED SOILS AND STOCKPILESSTABILIZATION TIME FRAMESAREAGENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITYPOLLUTION PREVENTIONSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:20pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C200.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTSTORMWATER POLLUTION PREVENTION PLANSWPPP85PBWMAFMAFDRSJDP193806597158
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE (CONTINUED)1. FILTER LOGS SHALL BE PLACED, AS NEEDED, TO TRAP SEDIMENT ON THE LOWER EDGE OF BEDS OR TREE HOLES. FILTER LOGS WILL BE LEFT TO PHOTO DEGRADE.2. TILLING FOR BEDS OR TREE HOLES MUST BE PLANTED AND MULCHED WITH WOOD CHIP WITHIN 7 DAYS OR STRAW MULCHED UNTIL PLANTING OPERATIONS CAN BE COMPLETED.3. ANY POND CORNERS OPENED DUE TO TILLING FOR SHRUB BEDS OR TREE HOLES MUST BE PLANTED AND MULCHED WITH WOOD CHIP WITHIN 24 HOURS OR STRAW MULCHED UNTIL PLANTING OPERATIONS CAN BE COMPLETED.REVIEW ALL PERMITS FOR ANY SPECIAL CONDITIONS THAT WILL EFFECT CONSTRUCTION OF THE PROJECT.TEMPORARY DEWATERING ACTIVITIES MAY BE REQUIRED FOR ROADWAY CONSTRUCTION AND UTILITY WORK. THEREFORE IT IS POSSIBLE THAT A PERMIT FORTHE TEMPORARY APPROPRIATION OF WATERS OF THE STATE, NON-IRRIGATION FROM MNDNR WILL BE REQUIRED FOR THIS PROJECT. THE CONTRACTOR ISRESPONSIBLE FOR OBTAINING THIS PERMIT PRIOR TO COMMENCING DEWATERING ACTIVITIES. ALL TEMPORARY DEWATERING SHALL BE DISCHARGED TO ANAPPROVED LOCATION FOR TREATMENT PRIOR TO DISCHARGE TO THE RECEIVING WATER. SUBMIT A SITE MANAGEMENT PLAN TO THE ENGINEER FORAPPROVAL PRIOR TO COMMENCING WORK.MINNESOTA POLLUTION CONTROL AGENCY (MPCA) NPDES CONSTRUCTION PERMITTYPE OF PERMITTHESE NOTES ALONG WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE ARE INTENDED TO GIVE INFORMATION ON CRITICALDRAINAGE FEATURES, NATURAL RESOURCES AND CONTRACTOR OPERATIONS THAT MAY IMPACT DRAINAGE AND NATURAL RESOURCES.1. THE SIZE AND ELEVATION OF CULVERTS, STORM SEWER PIPES, CATCH BASINS, PONDS, INFILTRATION/FILTRATION BASINS, PERMEABLE DITCH BLOCKS ANDOVERFLOW DEVICES HAVE BEEN SPECIFICALLY DESIGNED TO CONFORM TO MNDOT DESIGN STANDARDS, MINNESOTA POLLUTION CONTROL AGENCY (MPCA)AND WATERSHED DISTRICT PERMIT REQUIREMENTS. THE DESIGN COMPUTATIONS ARE ON FILE WITH MINNEAPOLIS METRO WATER RESOURCES. CHANGINGTHESE ITEMS OR THE DIRECTION OF FLOW FROM WHAT IS SHOWN ON THE PLANS MAY CAUSE PROBLEMS OFF THE PROJECT AND COULD MEAN THE PROJECT ISOUT OF COMPLIANCE WITH APPROVED DRAINAGE PERMITS. ANY CHANGES TO THE SIZE, ELEVATION OR DIRECTION OF FLOW OF THE DRAINAGE SYSTEM MUSTBE APPROVED BY THE METRO WATER RESOURCES DESIGNER.2. SUBSOIL ALL DISTURBED GREEN SPACES EXCEPT AS LISTED IN 2574.3A.2.3. PERFORM POST INSTALLATION MANDREL TESTING OF ALL PLASTIC PIPE.4. ANY SUBSURFACE DRAINAGE TILES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED, REPLACED OR REROUTED, AND CONNECTED TO THE EXISTINGTILE OR DRAINAGE SYSTEM TO ENSURE THAT EXISTING UPLAND DRAINAGE IS PERPETUATED. THIS SHOULD BE DONE TO THE APPROVAL AND SATISFACTIONOF THE ENGINEER.5. THE FOLLOWING WATER RELATED PERMITS APPLY TO THIS PROJECT:WATER RESOURCE NOTESAGENCYLANDSCAPE NOTESSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:20pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C200.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTSTORMWATER POLLUTION PREVENTION PLANSWPPP86PBWMAFMAFDRSJDP193806597158
MSMSMS MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS
MSMSMSMSMS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>E
E
E>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>
SS
SS
SS
SS
SS
S
S
S
S
S >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>506507508509510511512513514BEGIN CONSTRUCTIONSTA. 509+14R/WTECONSTRUCTION LIMITSTER/WCONSTRUCTION LIMITSHADLEY AVEMSMSMSMSMSMSMSMSMSMSMSMSMS MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS
MSMSMSMSMSMSMSMSMSMSMS
MSMSMS
MS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS
SS
SS
SS
S
S
S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>145155165175185195205211422HADLEY AVER/WTECONSTRUCTION LIMITSCONSTRUCTION LIMITSTESTREET 6STREET 8SILT FENCE, TYPE MSSEDIMENT CONTROL LOGTYPE COMPOSTSTORM DRAININLET PROTECTIONFLOW ARROWCCULVERT ENDCONTROLMSNOTE:SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR.USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED.SEE SHEETS 76 - 82 FOR DRAINAGE PLANS.03060N
03060N
MATCHLINE514+00MATCHLINE 514+00MATCHLINE521+50SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:24pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C201.dwgXrefs:, 193806597_Erosion Control, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSCL, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTEROSION CONTROL PLANHADLEY AVENUE S.87PBWMAFMAFDRSJDP193806597158
MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS
M
S
M
S
M
S
M
S
MS
MS
MS
MS
MS
MS
MS
MS
MSMSMSMSMSMS
>>>>>>>>>>>>>>>>>>>>E
E
SS
SS >>>>>>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
S >>>>>>>>>
>
>
>
>
>>>>>>>>>>>>>>>>>>>521522523524525526527528CONSTRUCTION LIMITSCONSTRUCTION LIMITSTETER/WHADLEY AVEMMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>528529530531532533534535CONSTRUCTION LIMITSTER/WHADLEY AVESILT FENCE, TYPE MSSEDIMENT CONTROL LOGTYPE COMPOSTSTORM DRAININLET PROTECTIONFLOW ARROWCCULVERT ENDCONTROLMSNOTE:SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR.USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED.SEE SHEETS 76 - 82 FOR DRAINAGE PLANS.03060N
03060NMA
T
C
H
L
I
N
E
521
+
5
0MATCHLINE528+19.36MATCHLINE
528+19.36 MATCHLINE535+69.3SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:24pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C201.dwgXrefs:, 193806597_Erosion Control, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSCL, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTEROSION CONTROL PLANHADELY AVENUE S.88PBWMAFMAFDRSJDP193806597158
MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS MS
MS MSMSMSMSMSMSMS MSMSMSMSMSMSMS
MSMSMSMS
MSMSMSMSMSMSMSMSMSMSMSMSMS
MSMSMSMS
MSMSMSMS
MS
MS SSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S535536537538539540541542543303132404142TETER/WHADLEY AVEPEPEPEPECONSTRUCTION LIMITSCONSTRUCTION LIMITSMSMSMSMSMSMS MS MSMSMSMS
MSMSMSMSMSMSMSMSMS
MS MS MS MSMSMSMSMSMSMSMSMSMSMSMSMSMS
MSMSMSMSMS
MSMSMSMSMSMSMSMSMSMSMS MS MS MS
MS
MS MS MSMSllS
S
S
S
S
S
S
S
S
S
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>
>>
>>
>>
S
S
544545546547548549550551109510961097545556103RD STHADLEY AVEHADLEY AVE100TH STR/WR/W102ND STFUTUREROADWAYTETECONSTRUCTION LIMITSCONSTRUCTION LIMITSSILT FENCE, TYPE MSSEDIMENT CONTROL LOGTYPE COMPOSTSTORM DRAININLET PROTECTIONFLOW ARROWCCULVERT ENDCONTROLMSNOTE:SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR.USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED.SEE SHEETS 76 - 82 FOR DRAINAGE PLANS.03060N03060NMATCHL
I
N
E
535+69.
3 MATCHLINE543+19.3MATCHLINE 543+19.3MATCHLINE550+69.3SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:25pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C201.dwgXrefs:, 193806597_Erosion Control, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSCL, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTEROSION CONTROL PLANHADLEY AVENUE S.89PBWMAFMAFDRSJDP193806597158
MSMSMSMSMSMSMSMSMSMSMSMSMSMSMS MSMSMS MSMSMS
MS
MS
MS
MSMSMSMSMSMSMSMS
MS
MSMSMSMSMSMSMSMSMS >>>>>>>>>>>>>>>>>>E
U
U
E
E
U
TT
T
Hlllllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>SS
SS
SS
SS
SS
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
S
S
S
S
SS>>>>>>>>>>>>>>>
>
>
>55055155255355455555655755855CONSTRUCTION LIMITSEND CONSTRUCTIONSTA. 554+66TETER/WPOWEREASEMENTR/WHADLEY AVEHAMLET AVEEXISTING HADLEY AVECONSTRUCTION LIMITS61MSMS MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS
MS
MS
MS
MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS
MS
MS MSMSMSMS MS MSMSMSMSMS MSMSMMSMSlllllll>>>PLUG 15A
l
l
EEEEU
U
U
E E E E>>>>>>>>>>>>>>>>>>>>FMFMSS
SS
S
SS
SS
>>>51525354102ND STEXISTING HADLEY AVESILT FENCE, TYPE MSSEDIMENT CONTROL LOGTYPE COMPOSTSTORM DRAININLET PROTECTIONFLOW ARROWCCULVERT ENDCONTROLMSNOTE:SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR.USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED.SEE SHEETS 76 - 82 FOR DRAINAGE PLANS.03060N
03060N
MATC
HLI
NE 550+69.3
MATCHLINE
A MATCHLINEASHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:25pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C201.dwgXrefs:, 193806597_Erosion Control, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSCL, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTEROSION CONTROL PLANHADLEY AVENUE S.90PBWMAFMAFDRSJDP193806597158
MSMSUUU>>>>>>>>>>>>>>>>>>>>>>>>>>lll10751076107710781079108010811082103RD STR/WR/WBEGIN CONSTRUCTIONSTA. 1082+00CONSTRUCTION LIMITSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMMSMSMSMSMSMS MSMSMSMSMSSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS
CUUUSSSS>>108210831084108510861087108810891090SNA-NORTHPARKING103RD STR/WR/WCONSTRUCTION LIMITSSILT FENCE, TYPE MSSEDIMENT CONTROL LOGTYPE COMPOSTSTORM DRAININLET PROTECTIONFLOW ARROWCCULVERT ENDCONTROLMSNOTE:SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR.USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED.SEE SHEETS 76 - 82 FOR DRAINAGE PLANS.03060N03060NMATCHLINE1082+50MATC
H
L
I
N
E
1082+
5
0MATCHLINE1090+00SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:27pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C202.dwgXrefs:, 193806597_Erosion Control, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTEROSION CONTROL PLAN103RD STREET S.91PBWMAFMAFDRSJDP193806597158
MSMSMSMS
MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS
CCMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS
MS MSMSMSSS>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>S4454554610901091109210931094109510961097103RD STHADLEY AVE
HADLEY AVE100TH STR/WR/WTETECONSTRUCTION LIMITSCONSTRUCTION LIMITSCCMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSCMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSU>>>>>>>>>>>>>>>>>>>>109710981099110011011102110311041105100TH ST100TH STCONSTRUCTION LIMITSR/WR/WTETECONSTRUCTION LIMITSSILT FENCE, TYPE MSSEDIMENT CONTROL LOGTYPE COMPOSTSTORM DRAININLET PROTECTIONFLOW ARROWCCULVERT ENDCONTROLMSNOTE:SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR.USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED.SEE SHEETS 76 - 82 FOR DRAINAGE PLANS.03060N
03060NMATCHL
I
N
E
1090+00 MATCHLINE1097+50MATCH
LI
N
E
1097+5
0 MATCHLINE1105+00SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:28pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C202.dwgXrefs:, 193806597_Erosion Control, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTEROSION CONTROL PLAN103RD STREET S. & 100TH STREET S.92PBWMAFMAFDRSJDP193806597158
MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSCEEEE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>110511061107110811091110111111121113100TH STHAYWARD AVEPOWER EASEMENTCONSTRUCTION LIMITSR/WPOWER EASEMENTEND CONSTRUCTIONSTA. 1108+80SILT FENCE, TYPE MSSEDIMENT CONTROL LOGTYPE COMPOSTSTORM DRAININLET PROTECTIONFLOW ARROWCCULVERT ENDCONTROLMSNOTE:SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR.USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED.SEE SHEETS 76 - 82 FOR DRAINAGE PLANS.MSMSMSMSMCMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSUUUEEEEEEE E
HSSSS>>>>>>1102110311041105100TH STTEHAMLET AVECONSTRUCTION LIMITSCONSTRUCTION LIMITS03060NMATCHLINE
1105+00 03060NMATCHLINE B
MATCHLINE
1105+00 SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:28pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C202.dwgXrefs:, 193806597_Erosion Control, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTEROSION CONTROL PLAN100TH STREET S.93PBWMAFMAFDRSJDP193806597158
SILT FENCE, TYPE MSSEDIMENT CONTROL LOGTYPE COMPOSTSTORM DRAININLET PROTECTIONFLOW ARROWCCULVERT ENDCONTROLMSNOTE:SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR.USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED.SEE SHEETS 76 - 82 FOR DRAINAGE PLANS.MSMSMSMSMSMSMS
MSMS MS
MSMS MS MSMSMSMSMSMSMSMSMSMS
MS
MS
MS
MS
MS
>>>>>>>>>>
>>
>>
>>
>>EUUUUEETTTHSS>>>SSFMFMFMFMFMFMFMFMFMFMFMSS552
553554HAMLET AVEHADLEY AVECONSTRUCTION LIMITSCONSTRUCTION LIMITSMSMSMSMSMSMSMSMSMSMSMS
MS
MSMSMSMSMSMSMSMSMSMSMSMSMSMSMS
MS
MSMSMSMSMSMSMSMSMS
MS
MS MS MSMS MS MS MSMS MS
MS
MS
MS
MSMSMSMSMSMSMS
MS
MSMSMSMSMSMSllllllll
lUU UEEEEEUEEEEEESS>>>>>>>
>>>>
>
>
>
>
>
>
>
>
>
>
>FMSSSSS>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>>>>>S549550551515253545556102ND STFUTUREROADWAYHADLEY AVER/WR/WR/WTETETEHAMLET AVECONSTRUCTION LIMITSCONSTRUCTION LIMITS03060NMATCHLINE B 03060NSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:29pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C202.dwgXrefs:, 193806597_Erosion Control, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTEROSION CONTROL PLAN100TH STREET S. & 102ND STREET S.94PBWMAFMAFDRSJDP193806597158
SILT FENCE, TYPE MSSEDIMENT CONTROL LOGTYPE COMPOSTSTORM DRAININLET PROTECTIONFLOW ARROWCCULVERT ENDCONTROLMSNOTE:SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR.USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED.SEE SHEETS 76 - 82 FOR DRAINAGE PLANS.MSMSMSMSMSMSMSMSMS
MS
MS
MS
MS
MS
MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMS MSMSMSC>>>>>>>>>>>>>>>>>>EESSSSSSSSSSSSSSSSSSSSS>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>>>>SSS>>>>>>>>>>>>>>>>>>>>>>>>520521522523524525526527528529530531532533534535536537538539202122303132MAINTAIN CONSTRUCTIONOUTSIDE OF DNR PROPERTYTEUEPROPERTY LINECITY PARKPONDINFILTRATION AREA0 50 100NSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:29pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C202.dwgXrefs:, 193806597_Erosion Control, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTEROSION CONTROL PLANCITY PARK95PBWMAFMAFDRSJDP193806597158
E
E
E
SS
SS
SS
SS
SS
S
S
S
S
S
506507508509510511512513514HADLEY AVEBEGIN CONSTRUCTIONSTA. 509+14R/WTECONSTRUCTION LIMITSTER/WCONSTRUCTION LIMITSPOWER EASEMENTSS
SS
SS
SS
S
S
S HADLEY AVE145155165175185195205211422STREET 6STREET 8R/WTECONSTRUCTION LIMITSCONSTRUCTION LIMITSTEPOWER EASEMENTSEED MIXTURE 25-131FERTILIZER TYPE 3 (10-10-10)HYDRAULIC MATRIX (MULCH)SEED MIXTURE 33-261FERTILIZER TYPE 3 (10-10-10)EC BLANKET CAT 3N (STRAW)SEED MIXTURE 25-121FERTILIZER TYPE 3 (10-10-10)HYDRAULIC MATRIX (MULCH)03060N
03060N
MATCHLINE514+00MATCHLINE 514+00MATCHLINE521+50SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:33pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C251.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_TURF ESTABLISHMENTTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTTURF ESTABLISHMENT PLANHADLEY AVENUE S.96PBWMAFMAFDRSJDP193806597158
E
E
SS
SS
S
S
521522523524525526527528HADLEY AVECONSTRUCTION LIMITSCONSTRUCTION LIMITSTETER/WPOWER EASEMENTCITY PARKSS528529530531532533534535HADLEY AVECONSTRUCTION LIMITSTER/WCITY PARKSEED MIXTURE 25-131FERTILIZER TYPE 3 (10-10-10)HYDRAULIC MATRIX (MULCH)SEED MIXTURE 33-261FERTILIZER TYPE 3 (10-10-10)EC BLANKET CAT 3N (STRAW)SEED MIXTURE 25-121FERTILIZER TYPE 3 (10-10-10)HYDRAULIC MATRIX (MULCH)03060N
03060NMA
T
C
H
L
I
N
E
521
+
5
0MATCHLINE528+19.36MATCHLINE
528+19.36 MATCHLINE535+69.3SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:33pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C251.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_TURF ESTABLISHMENTTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTTURF ESTABLISHMENT PLANHADLEY AVENUE S.97PBWMAFMAFDRSJDP193806597158
SSSSSSSSS535536537538539540541542543303132404142HADLEY AVETETER/WCONSTRUCTION LIMITSCONSTRUCTION LIMITSS
S
S
S
S
S
S
S
S
S
S
S
103RD STHADLEY AVEHADLEY AVE100TH ST102ND STFUTUREROADWAY544545546547548549550551109510961097545556R/WR/WCONSTRUCTION LIMITSTECONSTRUCTION LIMITSTESEED MIXTURE 25-131FERTILIZER TYPE 3 (10-10-10)HYDRAULIC MATRIX (MULCH)SEED MIXTURE 33-261FERTILIZER TYPE 3 (10-10-10)EC BLANKET CAT 3N (STRAW)SEED MIXTURE 25-121FERTILIZER TYPE 3 (10-10-10)HYDRAULIC MATRIX (MULCH)03060N03060NMATCHL
I
N
E
535+69.
3 MATCHLINE543+19.3MATCHLINE 543+19.3MATCHLINE550+69.3SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:33pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C251.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_TURF ESTABLISHMENTTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTTURF ESTABLISHMENT PLANHADLEY AVENUE S.98PBWMAFMAFDRSJDP193806597158
E
U
U
E
E
U
TT
T
Hlllllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>SS
SS
SS
SS
SS
S
S
S
S
S
SS550551552553554555556557558 55HADLEY AVECONSTRUCTION LIMITSEND CONSTRUCTIONSTA. 554+66TETER/WPOWEREASEMENTR/WCONSTRUCTION LIMITSCONSTRUCTION LIMITSHAMLET AVESEED MIXTURE 25-131FERTILIZER TYPE 3 (10-10-10)HYDRAULIC MATRIX (MULCH)SEED MIXTURE 33-261FERTILIZER TYPE 3 (10-10-10)EC BLANKET CAT 3N (STRAW)SEED MIXTURE 25-121FERTILIZER TYPE 3 (10-10-10)HYDRAULIC MATRIX (MULCH)>>>PLUG 15AEEEEU
U
U
U
E E E E
FMFMSS
SS
S
SS
SS 102ND ST1088 108951525354EXISTING HADLEY AVECONSTRUCTION LIMITSR/WCONSTRUCTION LIMITSR/W03060N
MATC
HLI
NE 550+69.303060N
MATCHLINE
A MATCHLINEASHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:34pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C251.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_TURF ESTABLISHMENTTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTTURF ESTABLISHMENT PLANHADLEY AVENUE S.99PBWMAFMAFDRSJDP193806597158
UUUlll103RD STR/WR/WCONSTRUCTION LIMITSBEGIN CONSTRUCTIONSTA. 1082+0010751076107710781079108010811082UUUSSSSSNA-NORTHPARKING103RD STR/WR/WCONSTRUCTION LIMITSCONSTRUCTION LIMITSNTE108210831084108510861087108810891090SEED MIXTURE 25-131FERTILIZER TYPE 3 (10-10-10)HYDRAULIC MATRIX (MULCH)SEED MIXTURE 33-261FERTILIZER TYPE 3 (10-10-10)EC BLANKET CAT 3N (STRAW)SEED MIXTURE 25-121FERTILIZER TYPE 3 (10-10-10)HYDRAULIC MATRIX (MULCH)03060N03060NMATCHLINE1082+50MATC
H
L
I
N
E
1082+
5
0MATCHLINE1090+00SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:35pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C252.dwgXrefs:, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_TURF ESTABLISHMENT, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTTURF ESTABLISHMENT PLAN103RD STREET S.100PBWMAFMAFDRSJDP193806597158
SSS103RD STHADLEY AVE
HADLEY AVE100TH STR/WR/WTETE4454554610901091109210931094109510961097CONSTRUCTION LIMITSCONSTRUCTION LIMITSU100TH ST100TH STCONSTRUCTION LIMITSR/WR/WTETE109710981099110011011102110311041105CONSTRUCTION LIMITSSEED MIXTURE 25-131FERTILIZER TYPE 3 (10-10-10)HYDRAULIC MATRIX (MULCH)SEED MIXTURE 33-261FERTILIZER TYPE 3 (10-10-10)EC BLANKET CAT 3N (STRAW)SEED MIXTURE 25-121FERTILIZER TYPE 3 (10-10-10)HYDRAULIC MATRIX (MULCH)03060N
03060NMATCHL
I
N
E
1090+00 MATCHLINE1097+50MATCH
LI
N
E
1097+5
0 MATCHLINE1105+00SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:35pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C252.dwgXrefs:, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_TURF ESTABLISHMENT, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTTURF ESTABLISHMENT PLAN103RD STREET S. & 100TH STREET S.101PBWMAFMAFDRSJDP193806597158
EEEE100TH STHAYWARD AVEPOWER EASEMENTCONSTRUCTION LIMITSR/WPOWER EASEMENTEND CONSTRUCTIONSTA. 1108+80110511061107110811091110111111121113SEED MIXTURE 25-131FERTILIZER TYPE 3 (10-10-10)HYDRAULIC MATRIX (MULCH)SEED MIXTURE 33-261FERTILIZER TYPE 3 (10-10-10)EC BLANKET CAT 3N (STRAW)SEED MIXTURE 25-121FERTILIZER TYPE 3 (10-10-10)HYDRAULIC MATRIX (MULCH)UUUEEHSSSS100TH STTE1102110311041105HAMLET AVE03060NMATCHLINE
1105+00 03060NMATCHLINE B
MATCHLINE
1105+00 SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:36pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C252.dwgXrefs:, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_TURF ESTABLISHMENT, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTTURF ESTABLISHMENT PLAN100TH STREET S.102PBWMAFMAFDRSJDP193806597158
EUUUUEETTTHSSSSFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMSS552
553554HAMLET AVEHADLEY AVEUUUUSSFMSSSSSSR/WR/WR/W102ND STFUTUREROADWAYTETETE549550551515253545556CONSTRUCTION LIMITSCONSTRUCTION LIMITSR/WSEED MIXTURE 25-131FERTILIZER TYPE 3 (10-10-10)HYDRAULIC MATRIX (MULCH)SEED MIXTURE 33-261FERTILIZER TYPE 3 (10-10-10)EC BLANKET CAT 3N (STRAW)SEED MIXTURE 25-121FERTILIZER TYPE 3 (10-10-10)HYDRAULIC MATRIX (MULCH)03060N03060NMATCHLINE B SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:36pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C252.dwgXrefs:, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_TURF ESTABLISHMENT, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTTURF ESTABLISHMENT PLAN100TH STREET S. & 102ND STREET S.103PBWMAFMAFDRSJDP193806597158
SSSSSSSSSS528529530531532533534535536PROPERTY LINECITY PARKPONDINFILTRATION AREASEED MIXTURE 25-131FERTILIZER TYPE 3 (10-10-10)HYDRAULIC MATRIX (MULCH)SEED MIXTURE 33-261FERTILIZER TYPE 3 (10-10-10)EC BLANKET CAT 3N (STRAW)SEED MIXTURE 25-121FERTILIZER TYPE 3 (10-10-10)HYDRAULIC MATRIX (MULCH)0 50 100NSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:36pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C252.dwgXrefs:, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_TURF ESTABLISHMENT, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTTURF ESTABLISHMENT PLANCITY PARK104PBWMAFMAFDRSJDP193806597158
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHPOHP
E
E
E>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllSS
SS
SS
SS
SS
S
S
S
S
S >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BEGIN CONSTRUCTIONSTA. 509+14506507508509510511512513514R/WTECONSTRUCTION LIMITSTER/WCONSTRUCTION LIMITSHADLEY AVERO4RB3>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllllll>>>>>lllllllllllll l l l l lllllllllllllllllllllllll
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP>>>>>lll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l l l
llllllllllllllllllllllllllllllllll>>llSS
SS
SS
SS
S
S
S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HADLEY AVE145155165175185195205211422R/WTECONSTRUCTION LIMITSCONSTRUCTION LIMITSTESTREET 6STREET 8NOTES:1.TREE PLANTINGS KEPT TO MINIMUM OF 80' SPACING.2.FINAL TREE LOCATIONS TO BE VERIFIED IN THE FIELD BY CITY STAFF.3.SEE CITY STANDARD PLATES LAN-1 AND LAN-2 FOR TREE PLANTING DETAILS.NH4SWO4RO403060N
03060N
MATCHLINE514+00MATCHLINE 514+00MATCHLINE521+50SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:40pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_L101.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNF, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSNLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTLANDSCAPE PLANHADLEY AVENUE S.105PBWMAFMAFDRSJDP193806597158
>>>>>>>>>>>>>>>>>>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPE
E
>
>>>>l
l
l
llll>>>>>>>>>llllllllll>
>
>
>
>
>
>
>llllllllllllllllllllllllllllllSS
SS >>>>>>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
S >>>>>>>>>
>
>
>
>
>>>>>>>>>>>>>>>>>>>521522523524525526527528CONSTRUCTION LIMITSCONSTRUCTION LIMITSTETER/WHADLEY AVEHB3RO4KT4NH3>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllllllllllSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>528529530531532533534535CONSTRUCTION LIMITSTER/WHADLEY AVENOTES:1.TREE PLANTINGS KEPT TO MINIMUM OF 80' SPACING.2.FINAL TREE LOCATIONS TO BE VERIFIED IN THE FIELD BY CITY STAFF.3.SEE CITY STANDARD PLATES LAN-1 AND LAN-2 FOR TREE PLANTING DETAILS.RO4HB4SWO4RB403060N
03060NMA
T
C
H
L
I
N
E
521
+
5
0MATCHLINE528+19.36MATCHLINE
528+19.36 MATCHLINE535+69.3SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:40pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_L101.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNF, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSNLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTLANDSCAPE PLANHADLEY AVENUE S.106PBWMAFMAFDRSJDP193806597158
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>ll>>>
l l l lllllllllllllllllllllllllll
l
l
l
l
l
l
l
l
l
l
l
l
>>>
l l l
SSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S535536537538539540541542543303132404142TETER/WHADLEY AVECONSTRUCTION LIMITSCONSTRUCTION LIMITSNH2RO4HB4KT3SWO3HB3ll>>>lllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllS
S
S
S
S
S
S
S
S
S
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>
>>
>>
>>
S
S
103RD STHADLEY AVEHADLEY AVE100TH STR/WR/W102ND STFUTUREROADWAYTETE54454554654754854955055109510961097545556NOTES:1.TREE PLANTINGS KEPT TO MINIMUM OF 80' SPACING.2.FINAL TREE LOCATIONS TO BE VERIFIED IN THE FIELD BY CITY STAFF.3.SEE CITY STANDARD PLATES LAN-1 AND LAN-2 FOR TREE PLANTING DETAILS.CONSTRUCTION LIMITSCONSTRUCTION LIMITSRB3KT4RB3RO3HB303060N03060NMATCHL
I
N
E
535+69.
3 MATCHLINE543+19.3MATCHLINE 543+19.3MATCHLINE550+69.3SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:40pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_L101.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNF, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSNLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTLANDSCAPE PLANHADLEY AVENUE S.107PBWMAFMAFDRSJDP193806597158
ll>>>>>>>>>>>>>>>>>>E
U
U
E
E
U
FO
FO FO FO
FO FO FO
FO FO
FO
FO FO FO
FO FO FO
FO
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OH
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP
POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHP
OHP
OHP
OHP
OHP
OH
CCCCCCCCCCCCCCCCCCCCC C
G CCC
C
C
C C
CCCCCCCCFOFOFOG
G
G
G
G
G G G G
G G G G G
G G G G G
GGGGGGGGGGGGG
G
TT
T
Hlllllllllllllllllllllllllllllllllll lllllllllllll
l l l>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
SS
SS
SS
SS
SS
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
S
S
S
S
llllllllllllllllllllllllllllllll>>lllllll>
>llSS
>
>
>
>>>>
>>>>>>>>>>>>>>
>
>
>
>
>>>SCONSTRUCTION LIMITSEND CONSTRUCTIONSTA. 554+66102ND ST5505515525535545555565575585455TETER/WPOWEREASEMENTR/WHADLEY AVEHAMLET AVENOTES:1. TREE PLANTINGS KEPT TO MINIMUM OF 80' SPACING.2. FINAL TREE LOCATIONS TO BE VERIFIED IN THE FIELD BY CITY STAFF.3. SEE CITY STANDARD PLATES LAN-1 AND LAN-2 FOR TREE PLANTING DETAILS.CONSTRUCTION LIMITSRB3NH3RB303060N
MATC
HLI
NE 550+69.3SYMBOLBOTANICAL NAME COMMON NAMEQTYSIZE COMMENTDECIDUOUS OVERSTORY TREESROQUERCUS RUBRARED OAK 15 2.5" CALSINGLE, STRAIGHT LEADERNH ULMUS 'NEW HORIZON' NEW HORIZON ELM 12 2.5" CALSINGLE, STRAIGHT LEADERSWOQUERCUS BICOLORSWAMP WHITE OAK112.5" CALSINGLE, STRAIGHT LEADERHB CELTUS OCCIDENTALIS HACKBERRY 10 2.5" CALSINGLE, STRAIGHT LEADERKT GYMNOCLADUS DIOICUS 'ESPRESSO' KENTUCKY COFFEE TREE 11 2.5" CALSINGLE, STRAIGHT LEADERRB BETULA NIGRA RIVER BIRCH 14 2.5" CALSINGLE, STRAIGHT LEADERSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:41pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_L101.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNF, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSNLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTLANDSCAPE PLANHADLEY AVENUE S.108PBWMAFMAFDRSJDP193806597158
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHPOHP
E
E
E>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllSS
SS
SS
SS
SS
S
S
S
S
S >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HH2HH3E2-3E2-4E2-5E2-6HH4HH5HH14A108A118A119BEGIN CONSTRUCTIONSTA. 509+14506507508509510511512513514R/WTECONSTRUCTION LIMITSTER/WCONSTRUCTION LIMITSHADLEY AVE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllllll>>>>>lllllllllllll l l l l lllllllllllllllllllllllll
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>
>>>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP>>>>>lll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l l l
llllllllllllllllllllllllllllllllll>>llSS
SS
SS
SS
S
S
S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HH11HH12HH13HH14A106A107A116A117A105HADLEY AVE145155165175185195205211422R/WTECONSTRUCTION LIMITSCONSTRUCTION LIMITSTESTREET 6STREET 8LEGENDNOTES:1. SEE CITY STANDARD PLATES FOR ALLLIGHTING UNIT DETAILS.2. FINAL HANDHOLE AND LIGHTING UNITPLACEMENT SHALL BE DETERMINED IN THEFIELD.3. IT SHALL BE THE CONTRACTORSRESPONSIBILITY TO UTILIZE THE GOPHERONE CALL EXCAVATION NOTICE SYSTEMFOR ALL UTILITY LOCATION. NOTE THATNOT ALL PUBLIC AND PRIVATE UTILITIESARE SHOWN ON THE LIGHTING PLANS.1.5" NMC CONDUIT3-#6 WIRE, 1-#6 GDA1EQUIPMENT PADHH1.5" EMPTY CONDUITLIGHTING UNIT ALIGHTING UNIT E2LIGHTING HANDHOLEE2EXISTING LIGHTING UNIT03060N
03060N
MATCHLINE514+00MATCHLINE 514+00MATCHLINE521+50SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:45pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_E101.dwgXrefs:, 193806597_BORDER, 193806597_XSNL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSXV, 193806597_XSCL, 193806597_XSNFTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTLIGHTING PLANHADLEY AVENUE S.109PBWMAFMAFDRSJDP193806597158
>>>>>>>>>>>>>>>>>>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPE
E
>
>>>>l
l
l
llll>>>>>>>>>llllllllll>
>
>
>
>
>
>
>llllllllllllllllllllllllllllllSS
SS >>>>>>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
S >>>>>>>>>
>
>
>
>
>>>>>>>>>>>>>>>>>>>HH11A103A104A113A114A115A105521522523524525526527528CONSTRUCTION LIMITSCONSTRUCTION LIMITSTETER/WHADLEY AVER/W>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllllllllllSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>A100A101A102A111A112528529530531532533534535CONSTRUCTION LIMITSTER/WHADLEY AVER/WLEGENDNOTES:1. SEE CITY STANDARD PLATES FOR ALLLIGHTING UNIT DETAILS.2. FINAL HANDHOLE AND LIGHTING UNITPLACEMENT SHALL BE DETERMINED IN THEFIELD.3. IT SHALL BE THE CONTRACTORSRESPONSIBILITY TO UTILIZE THE GOPHERONE CALL EXCAVATION NOTICE SYSTEMFOR ALL UTILITY LOCATION. NOTE THATNOT ALL PUBLIC AND PRIVATE UTILITIESARE SHOWN ON THE LIGHTING PLANS.1.5" NMC CONDUIT3-#6 WIRE, 1-#6 GDA1EQUIPMENT PADHH1.5" EMPTY CONDUITLIGHTING UNIT ALIGHTING UNIT E2LIGHTING HANDHOLEE2EXISTING LIGHTING UNIT03060N
03060NMA
T
C
H
L
I
N
E
521
+
5
0MATCHLINE528+19.36MATCHLINE
528+19.36 MATCHLINE535+69.3SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:45pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_E101.dwgXrefs:, 193806597_BORDER, 193806597_XSNL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSXV, 193806597_XSCL, 193806597_XSNFTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTLIGHTING PLANHADLEY AVENUE S.110PBWMAFMAFDRSJDP193806597158
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>ll>>>
l l l lllllllllllllllllllllllllll
l
l
l
l
l
l
l
l
l
l
l
l
>>>
l l l
SSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SHH10HH38HH20HH21HH22HH23HH34HH35HH36HH37A100A110A130A131A140535536537538539540541542543303132404142TETER/WHADLEY AVECONSTRUCTION LIMITSR/WCONSTRUCTION LIMITSll>>>lllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllS
S
S
S
S
S
S
S
S
S
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>
>>
>>
>>
S
S
HH24HH25HH26HH27HH32HH33A132A141E130A133E140103RD STHADLEY AVEHADLEY AVE100TH STR/WR/W102ND STFUTUREROADWAYTETE54454554654754854955055109510961097545556CONSTRUCTION LIMITSCONSTRUCTION LIMITSLEGENDNOTES:1. SEE CITY STANDARD PLATES FOR ALLLIGHTING UNIT DETAILS.2. FINAL HANDHOLE AND LIGHTING UNITPLACEMENT SHALL BE DETERMINED IN THEFIELD.3. IT SHALL BE THE CONTRACTORSRESPONSIBILITY TO UTILIZE THE GOPHERONE CALL EXCAVATION NOTICE SYSTEMFOR ALL UTILITY LOCATION. NOTE THATNOT ALL PUBLIC AND PRIVATE UTILITIESARE SHOWN ON THE LIGHTING PLANS.1.5" NMC CONDUIT3-#6 WIRE, 1-#6 GDA1EQUIPMENT PADHH1.5" EMPTY CONDUITLIGHTING UNIT ALIGHTING UNIT E2LIGHTING HANDHOLEE2EXISTING LIGHTING UNIT03060N03060NMATCHL
I
N
E
535+69.
3 MATCHLINE543+19.3MATCHLINE 543+19.3MATCHLINE550+69.3SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:45pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_E101.dwgXrefs:, 193806597_BORDER, 193806597_XSNL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSXV, 193806597_XSCL, 193806597_XSNFTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTLIGHTING PLANHADLEY AVENUE S.111PBWMAFMAFDRSJDP193806597158
ll>>>>>>>>>>>>>>>>>>E
U
U
E
E
U
FO
FO FO FO
FO FO FO
FO FO
FO
FO FO FO
FO FO FO
FO
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OH
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP
POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHP
OHP
OHP
OHP
OHP
OH
CCCCCCCCCCCCCCCCCCCCC C
G CCC
C
C
C C
CCCCCCCCFOFOFOG
G
G
G
G
G G G G
G G G G G
G G G G G
GGGGGGGGGGGGG
G
TT
T
Hlllllllllllllllllllllllllllllllllll lllllllllllll
l l l>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
SS
SS
SS
SS
SS
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
S
S
S
S
llllllllllllllllllllllllllllllll>>lllllll>
>llSS
>
>
>
>>>>
>>>>>>>>>>>>>>
>
>
>
>
>>>S
HH26HH27HH28HH29HH30A134A133A142HH31CONSTRUCTION LIMITSEND CONSTRUCTIONSTA. 554+66102ND ST5505515525535545555565575585455TETER/WPOWEREASEMENTR/WHADLEY AVECONSTRUCTION LIMITSHAMLET AVELEGENDNOTES:1. SEE CITY STANDARD PLATES FOR ALLLIGHTING UNIT DETAILS.2. FINAL HANDHOLE AND LIGHTING UNITPLACEMENT SHALL BE DETERMINED IN THEFIELD.3. IT SHALL BE THE CONTRACTORSRESPONSIBILITY TO UTILIZE THE GOPHERONE CALL EXCAVATION NOTICE SYSTEMFOR ALL UTILITY LOCATION. NOTE THATNOT ALL PUBLIC AND PRIVATE UTILITIESARE SHOWN ON THE LIGHTING PLANS.1.5" NMC CONDUIT3-#6 WIRE, 1-#6 GDA1EQUIPMENT PADHH1.5" EMPTY CONDUITLIGHTING UNIT ALIGHTING UNIT E2LIGHTING HANDHOLEE2EXISTING LIGHTING UNIT03060N
MATC
HLI
NE 550+69.3SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:46pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_E101.dwgXrefs:, 193806597_BORDER, 193806597_XSNL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSXV, 193806597_XSCL, 193806597_XSNFTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTLIGHTING PLANHADLEY AVENUE S.112PBWMAFMAFDRSJDP193806597158
SERVICE CABINET120/240VSINGLE PHASE30'-0"CONTRACTOR SHALL PROVIDE CONDUIT UP POLE TO WEATHER-HEAD. ELECTRICAL UTILITYWILL PROVIDE FINAL TERMINATIONS. COORDINATE ELECTRICAL SERVICE WITH UTILITIES.UTILITY POWER POLEALL CONDUIT AND WIRE SHALL BE1.5"C-3#6,1#6G UNLESS NOTED OTHERWISEM100/220/220/2NGPOLE MOUNTEDUTILITY TRANSFORMER120/240V SECONDARY, 1PH, 3W2"C-3#1UTILITY METERSERVICE CABINET100A, 120/240V1 PH, 3W, NEMA 3R22 KAIC,5/8" X 10' GROUND RODELECTRICAL ONE-LINE DIAGRAM - FIELD WIRINGNOT TO SCALE. GROUND WIRE NOT SHOWNELECTRICAL ONE-LINE DIAGRAM - SERVICE CABINETNOT TO SCALE20/220/2UTILITY TRANSFORMERSERVICE LATERALMAIN BONDING JUMPER #6A MAIN BONDING JUMPER SHALL BEUSED TO CONNECT THE EQUIPMENTGROUNDING CONDUCTOR(S) ANDTHE SERVICE DISCONNECTENCLOSURE TO THE NEUTRAL PER2011 NEC ART. 250.KEY NOTELLNLLNCAP WIREFOR FUTURE(TYPICAL)HADLEY AVENUEHH10LLNLLNHH38A100 A101 A102 A103 A104HH11HH12A105 A106 A107A108HH13 HH14HH3A110A111A112 A113A114A115A116A117A118 A119HH2CAP WIREFOR FUTURE(TYPICAL)CAP WIREFOR FUTURE(TYPICAL)A130HH21HH20A131A132HH23HH22E130HH25HH24A133HH27HH26A134HH28HH36HH37A140HH34HH35E140A141HH32HH33A142HH29HH30CAP WIREFOR FUTURE(TYPICAL)HH31SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:46pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_E101.dwgXrefs:, 193806597_BORDER, 193806597_XSNL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSXV, 193806597_XSCL, 193806597_XSNFTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTLIGHTING PLANWIRING DIAGRAM113PBWMAFMAFDRSJDP193806597158
_ _ _NOTES & GUIDELINESGENERAL INFORMATION:___C=CONTRASTW=WET REFLECTIVEE=ENHANCED SKID RESISTANCEG=GROUND INEXAMPLE:4SWGCW4" SOLID LINE WHITE PREF THERMOGROUND IN, CONTRAST, WET REFLECTIVEMULTI-COMPONENT LIQUID:_ _ _ _ _ _STRIPING KEY_ _ _CIRCLE-EPOXYTRIANGLE-PAINT_ _ _SQUARE-PREF TAPEOCTAGON-PREF THERMO2ND DIGITPATTERNW - WHITEY - YELLOWB - BLACK3RD DIGITCOLOR1ST DIGITWIDTH4", 8", ETC.S - SOLIDB - BROKENT - DOTTEDD - DOUBLEK - DOUBLE BROKENH - DOUBLE DOTTEDTHE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD CONSULTATION AND INSPECTION. THE CONTRACTOR WILL PLACE NECESSARY "SPOTTING" AT APPROPRIATEPOINTS TO PROVIDE HORIZONTAL CONTROL FOR STRIPING AND TO DETERMINE NECESSARY STARTING AND CUTOFF POINTS. LONGITUDINAL JOINTS, PAVEMENT EDGES AND EXISTING MARKINGS MAY SERVE ASHORIZONTAL CONTROL WHEN SO DIRECTED.EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS AND AT PRIVATE ENTRANCES IF THEY ARE CONTROLLED BY AN AGENCY PLACED YIELD SIGN,STOP SIGN OR TRAFFICSIGNAL. THE BREAK POINT IS TO BE AT THE START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES OR CROSSWALKS.A TOLERANCE OF 1/4 INCH UNDER OR 1/4 INCH OVER THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPING PROVIDED THE VARIATION IS GRADUAL AND DOES NOT DETRACT FROM THE GENERAL APPEARANCE.BROKEN LINE SEGMENTS MAY VARY UP TO 3 INCHES FROM THE SPECIFIED LENGTHS PROVIDED THE OVER AND UNDER VARIATIONS ARE REASONABLY COMPENSATORY. ALIGNMENT DEVIATIONS FROM THE CONTROLGUIDE SHALL NOT EXCEED 1 INCH. MATERIAL SHALL NOT BE APPLIED OVER LONGITUDINAL JOINTS. ESTABLISHMENT OF APPLICATION TOLERANCES SHALL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITYTO COMPLY AS CLOSELY AS PRACTICABLE WITH THE PLANNED DIMENSIONS.JUST PRIOR TO THE PLACEMENT OF PAVEMENT MARKINGS THE ROAD SURFACE SHALL BE CLEANED AND FREE OF CONTAMINATION AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND ACCEPTABLE TO THEENGINEER. PORTLAND CEMENT CONCRETE SURFACES SHALL BE SANDBLAST CLEANED TO REMOVE ANY SURFACE TREATMENTS AND/OR LAITANCE.APPLY ALL PAVEMENT MARKINGS AS RECOMMENDED BY THE MATERIAL MANUFACTURER. PERMANENT PAVEMENT MARKINGS SHALL NOT BE PLACED OVER TEMPORARY TAPE MARKINGS.THE FILLING OF TANKS, POURING OF MATERIALS OR CLEANING OF EQUIPMENT SHALL NOT BE PERFORMED ON UNPROTECTED PAVEMENT SURFACES UNLESS ADEQUATE PROVISIONS ARE MADE TO PREVENT SPILLAGEOF MATERIAL.REFER TO SPECIAL PROVISIONS OR SPEC BOOK FOR GROUND IN/RECESSED PAVEMENT MARKING APPLICATION REQUIREMENTS.THE ROAD SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE ENGINEER JUST PRIOR TOAPPLICATION. PAVEMENT CLEANING SHALL CONSIST OF AT LEAST BRUSHING WITH A ROTARY BROOM(NON-METALLIC) OR AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND ACCEPTABLE TO THEENGINEER. NEW PORTLAND CEMENT CONCRETE SURFACES SHALL BE SANDBLAST CLEANED TOREMOVE ANY SURFACE TREATMENTS AND/OR LAITANCE.THE MULTI-COMPONENT LIQUID MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENTCLEANING. GLASS BEADS SHALL BE APPLIED IMMEDIATELY AFTER APPLICATION OF THE EPOXY RESINLINE.APPLY MULTI-COMPONENT LIQUID MARKINGS WITH A MINIMUM THICKNESS OF 20 MILS, GLASS BEADSSHALL BE APPLIED AT A RATE OF AT LEAST 25 LB/GAL. THE "NO-TRACKING" CONDITION SHALL BEDETERMINED ON AN APPLICATION OF SPECIFIED THICKNESS TO THE PAVEMENT AND COVERED WITHGLASS BEADS AT THE RATE OF AT LEAST 25 LB/GAL.PAVEMENT MARKINGS SHALL ONLY BE APPLIED IN SEASONABLE WEATHER WHEN AIR AND PAVEMENTSURFACE TEMPERATURES ARE 40°F OR HIGHER AND SHALL NOT BE APPLIED WHEN THE WIND OROTHER CONDITIONS CAUSE A FILM OF DUST TO BE DEPOSITED ON THE PAVEMENT SURFACE AFTERCLEANING AND BEFORE THE MARKING MATERIAL CAN BE APPLIED.PREFORMED MARKINGS:MANUFACTURER CERTIFICATIONS ARE REQUIRED FOR INSTALLERS,AND WRITTEN CERTIFICATION SHALL BE PRESENTED AT ANYTIMEUPON REQUEST OF ENGINEER OR OTHER STATE PERSONAL.DO NOT USE LINE MATERIAL TO PIECE TOGETHER INDIVIDUALLETTERS, SYMBOLS, OR CROSSWALKS UTILIZE PRECUT KITS PROVIDEDBY THE MANUFACTURER. TWO STRIPS OF 18" LINE MATERIAL MAY BEUSED TO FORM CROSSWALK BLOCKS OF 36" WIDTH.DO NOT USE NARROWER LINE MATERIAL TO PIECE TOGETHER WIDERLINES.IF THERE IS A CRACK OR JOINT IN ROAD SURFACE. ( FOR TAPE LAYOVER CRACK OR JOINT THEN CUT TAPE 1" ON EACH SIDE OF CRACK ORJOINT). (FOR THERMO MAKE A DEEP SCORE IN THE MATERIAL ONCE ITHAS SET UP BUT NOT ENTIRELY COOLED DOWN).SYMBOLS & MATERIALS LEGENDPAVEMENT MESSAGE LEFT ARROW (15 SQ. FT.) - PVMT MSSG PREF THERMO GR IN BROKEN LINES - 50' CYCLE (10' LINE, 40' GAP)PAVEMENT MESSAGE RIGHT ARROW (15 SQ. FT.) - PVMT MSSG PREF THERMO GR IN SIGN TYPE C AND DELINEATOR / MARKERSIGNNOQUANTITY (EACH)SIGNCODEPANEL SUPPORTTOTAL AREA (SQ FT)DELINEATOR/MARKERPANELLEGENDSIZE(W x H)AREAMOUNTINGHEIGHTADISTANCETYPERISER POSTSIZENUMBEROF POSTSHADLEY100TH/103RDINCHSQ FTFEET FEET INCHES HADLEY100TH/103RDEACHC-11R4-7 KEEP RIGHT 18 x 30 5.00 7 U-CONCRETE215.001C-2 1W11-2 PEDESTRIAN CROSSING 30 x 308.25 7 U-SOIL 2 1 8.25W16-7PLDOWN ARROW LEFT PLAQUE24 x 12C-3 1 R1-2 YIELD 36 x 36 3.90 7 U-SOIL 2 1 3.90C-4 2 R6-4aROUNDABOUT DIRECTIONAL (3 ARROWS)48 x 24 8.00 7 U-SOIL 2 1 16.00C-5 1 R1-2 YIELD 36 x 36 3.90 7 U-SOIL213.90C-61W11-2PEDESTRIAN CROSSING 30 x 308.25 7 U-SOIL218.25W16-7PLDOWN ARROW LEFT PLAQUE24 x 12C-7 1 R4-7 KEEP RIGHT 18 x 30 5.00 7 U-CONCRETE 2 1 5.00 1C-8 2R7-8MDISABLED PARKING (WITH SYMBOL)12 x 182.00 7 U-CONCRETE 2 1 4.00R7-8bPVAN ACCESSIBLE PLAQUE12 x 6C-9 1 R3-8AD L-TR 36 x 30 7.50 7 U-SOIL217.50C-101R1-1 STOP 30 x 308.25 7 U-SOIL218.25W4-4PCROSS TRAFFIC DOES NOT STOP PLAQUE24 x 12C-11 1R1-1 STOP 30 x 308.25 7 U-SOIL 2 1 8.25W4-4PCROSS TRAFFIC DOES NOT STOP PLAQUE24 x 12C-12 1 R3-8AD L-TR 36 x 30 7.50 7 U-SOIL 2 1 7.50C-13 1 R3-8ACA L-T-R 54 x 30 11.25 7 U-SOIL21 11.25C-141R2-1SPEED LIMIT 4024x309.00 7 U-SOIL219.00R8-3A NO PARKING 24 x 24C-15 1R2-1 SPEED LIMIT 40 24 x 309.00 7 U-SOIL 2 1 9.00R8-3A NO PARKING 24 x 24C-16 1 R3-8ACA L-T-R 54 x 30 11.25 7 U-SOIL 2 1 11.25C-171R2-1SPEED LIMIT 4024x309.00 7 U-SOIL219.00R8-3A NO PARKING24x24C-18 1 W1-2LCURVE LEFT30 x 30 6.25 7 U-SOIL 2 1 6.25C-19 1 W1-2L CURVE LEFT 30 x 30 6.25 7 U-SOIL 2 1 6.25C-20 1 W1-2R CURVE RIGHT 30 x 30 6.25 7 U-SOIL 2 1 6.257U-SOIL21 485.80 68.30 6SIGN TYPE DSIGNNOQUANTITY(EACH)PANELMOUNTINGHEIGHTSUPPORTTOTALAREA(SQ FT)PANELLEGENDSIZE(W x H)AREATYPERISER POSTSIZENUMBEROF POSTSHADLEY INCHSQ FTFEET INCHES HADLEYD-1 1HADLEY AVE S. 90 x 18 11.25 7 U-CONCRETE2 1/2211.25D-2 1 HADLEY AVE S. 90 x 18 11.25 7 U-CONCRETE2 1/22 11.25D-3 1 105TH ST S. 72 x 18 9.00 7 U-CONCRETE2 1/229.0031.50SIGNING AND PAVEMENT MARKING PLANDETAILS114PBWMAFMAFDRSJDP193806597158SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C900.dwgXrefs:, 193806597_BORDER, 193806597_G004THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SIGNING AND PAVEMENT MARKING PLANDETAILS115PBWMAFMAFDRSJDP193806597158SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C900.dwgXrefs:, 193806597_BORDER, 193806597_G004THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SIGNING AND PAVEMENT MARKING PLANDETAILS116PBWMAFMAFDRSJDP193806597158SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C900.dwgXrefs:, 193806597_BORDER, 193806597_G004THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SIGNING AND PAVEMENT MARKING PLANDETAILS117PBWMAFMAFDRSJDP193806597158SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C900.dwgXrefs:, 193806597_BORDER, 193806597_G004THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
E
E
E
SS
SS
SS
SS
SS
S
S
S
S
S HADLEY AVEBEGIN CONSTRUCTIONSTA. 509+14R/WTECONSTRUCTION LIMITSTER/WCONSTRUCTION LIMITS4DY
1
C-
3
1C-51C-21C-6
1
22
2
2 EA - PERMANENT BARRICADESSEE DETAIL STR-31 AND STR-322 EA - PERMANENT BARRICADESSEE DETAIL STR-31 AND STR-32
C-4C-71C-1
1
D-3
1D-21D-1152506507508509510511512513514SS
SS
SS
SS
S
S
S HADLEY AVESTREET 6STREET 8R/WTECONSTRUCTION LIMITSCONSTRUCTION LIMITSTE4DY14515516517518519520521FURNISH & INSTALLINPLACE/REMAINSALVAGESPECIFIC NOTES:123564REMOVEREMOVE SIGN TYPE CINSTALLGENERAL NOTES:PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.ALL STRIPING AND PAVEMENT MARKINGS WILL BE GROUND-IN EPOXYDELIVERY OF SALVAGED SIGNS NOT REINSTALLED SHALL BE COORDINATEDWITH CITY PUBLIC WORKS.03060N
PBWMAFMAFDRSJDP193806597158SIGNING AND PAVEMENT MARKING PLANHADLEY AVENUE S.11803060N
MATCHLINE514+00MATCHLINE 514+00MATCHLINE521+50SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:50pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C901.dwgXrefs:, 193806597_SIGNAGE, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
E
E
SS
SS
S
S HADLEY AVECONSTRUCTION LIMITSCONSTRUCTION LIMITSTETER/W4DY521522523524525526527528SSHADLEY AVECONSTRUCTION LIMITSTER/W4DY4SW24'24'C-81528529530531532533534535R/WFURNISH & INSTALLINPLACE/REMAINSALVAGESPECIFIC NOTES:123564REMOVEREMOVE SIGN TYPE CINSTALLGENERAL NOTES:PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.ALL STRIPING AND PAVEMENT MARKINGS WILL BE GROUND-IN EPOXYDELIVERY OF SALVAGED SIGNS NOT REINSTALLED SHALL BE COORDINATEDWITH CITY PUBLIC WORKS.03060NPBWMAFMAFDRSJDP193806597158SIGNING AND PAVEMENT MARKING PLANHADLEY AVENUE S.11903060N
MA
T
C
H
L
I
N
E
521
+
5
0MATCHLINE528+13.1MATCHLINE
528+13.1 MATCHLINE535+62.51SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:50pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C901.dwgXrefs:, 193806597_SIGNAGE, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SSSSSSSSSHADLEY AVETETER/W4DY4DY4DY1
C-9
2 EA - PERMANENT BARRICADESSEE DETAIL STR-31 AND STR-322 EA - PERMANENT BARRICADESSEE DETAIL STR-31 AND STR-322 EA - PERMANENT BARRICADESSEE DETAIL STR-31 AND STR-322 EA - PERMANENT BARRICADESSEE DETAIL STR-31 AND STR-32303132404142535536537538539540541542543CONSTRUCTION LIMITSCONSTRUCTION LIMITSR/WS
S
S
S
S
S
S
S
S
S
S
S
103RD STHADLEY AVEHADLEY AVE100TH ST102ND STFUTUREROADWAYR/WR/WTETE4DY4SW4SW4DY12SW24SW24SW6SW6SW611C-126C-111
C-10
t
5
109510961097545556544545546547548549550551CONSTRUCTION LIMITSCONSTRUCTION LIMITSFURNISH & INSTALLINPLACE/REMAINSALVAGESPECIFIC NOTES:123564REMOVEREMOVE SIGN TYPE CINSTALLGENERAL NOTES:PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.ALL STRIPING AND PAVEMENT MARKINGS WILL BE GROUND-IN EPOXYDELIVERY OF SALVAGED SIGNS NOT REINSTALLED SHALL BE COORDINATEDWITH CITY PUBLIC WORKS.03060NPBWMAFMAFDRSJDP193806597158SIGNING AND PAVEMENT MARKING PLANHADLEY AVENUE S.12003060NMATCHLI
N
E
535+62.
5
1 MATCHLINE543+13.58MATCHLINE 543+13.58MATCHLINE550+63.58SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:51pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C901.dwgXrefs:, 193806597_SIGNAGE, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
E
U U
E
E
U
TT
T
H
l
ll
l
lll
ll>>>>>>>SS
SS
SS
SS
SS
S
S
S
S S
HADLEY AVEHAMLET AVECONSTRUCTION LIMITSEND CONSTRUCTIONSTA. 554+66TEPOWEREASEMENTR/WTER/W12SW4DY12SY3
HADLEY AVE S.100TH ST S.
32
3533
5
BAILEY NURSERIESENTRANCE150' BEFORE BRIDGE3535100th St252
2
100th St
5 666
1097109810991100110111021103110460615515525535545555565575584DYFURNISH & INSTALLINPLACE/REMAINSALVAGESPECIFIC NOTES:123564REMOVEREMOVE SIGN TYPE CINSTALLGENERAL NOTES:PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.ALL STRIPING AND PAVEMENT MARKINGS WILL BE GROUND-IN EPOXYDELIVERY OF SALVAGED SIGNS NOT REINSTALLED SHALL BE COORDINATEDWITH CITY PUBLIC WORKS.PLUG 15A
U
U
UFMFMSS
SS
S
SS 102ND ST102ND ST5535152 5354109010911092109310941095109603060N
PBWMAFMAFDRSJDP193806597158SIGNING AND PAVEMENT MARKING PLANHADLEY AVENUE S.121MATCHLINE550+63.58SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:51pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C901.dwgXrefs:, 193806597_SIGNAGE, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTMATCHLINE 1096+42.14 03060N
MATCHLINE 1096+42.14
MATCHLINE1089+29122SEE SHEET
UUUlll103RD STR/WR/WCONSTRUCTION LIMITSBEGIN CONSTRUCTIONSTA. 1082+001076107710781079108010811082107510761077107810791080108110824DY4SW2
2
222 UUUSSSSSNA-NORTHPARKING103RD STR/WR/WCONSTRUCTION LIMITSCONSTRUCTION LIMITSTE108210831084108510861087108810891082108310841085108610871088108910904DY4SW4DY4SW2HADLEY AVE S.103RD ST S.352 55
FURNISH & INSTALLINPLACE/REMAINSALVAGESPECIFIC NOTES:123564REMOVEREMOVE SIGN TYPE CINSTALLGENERAL NOTES:PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.ALL STRIPING AND PAVEMENT MARKINGS WILL BE GROUND-IN EPOXYDELIVERY OF SALVAGED SIGNS NOT REINSTALLED SHALL BE COORDINATEDWITH CITY PUBLIC WORKS.PBWMAFMAFDRSJDP193806597158SIGNING AND PAVEMENT MARKING PLAN100TH STREET S. / 103RD STREET S.12203060NMATCHLINE1082+5003060NMATC
H
L
I
N
E
1082+
5
0MATCHLINE1090+00SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:54pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C902.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_SIGNAGETHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SSS103RD STHADLEY AVE
HADLEY AVE100TH STR/WR/WTETE44545546109010911092109310941095109610974SW4DY6SW6SW4SW12SY4DYC-13
1BAILEY NURSERIESENTRANCE150' BEFORE BRIDGE61C-141C-111C-10U100TH ST100TH STCONSTRUCTION LIMITSR/WR/WTE1097109810991100110111021103110411054DY4SW4DSY12SY4SW4SW4DY6
PET WASTE63
PET WASTE3C-16161
C-15111
FURNISH & INSTALLINPLACE/REMAINSALVAGESPECIFIC NOTES:123564REMOVEREMOVE SIGN TYPE CINSTALLGENERAL NOTES:PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.ALL STRIPING AND PAVEMENT MARKINGS WILL BE GROUND-IN EPOXYDELIVERY OF SALVAGED SIGNS NOT REINSTALLED SHALL BE COORDINATEDWITH CITY PUBLIC WORKS.PBWMAFMAFDRSJDP193806597158SIGNING AND PAVEMENT MARKING PLAN100TH STREET S. / 103RD STREET S.12303060N
03060NMATCHL
I
N
E
1090+00 MATCHLINE1097+50MATCH
LI
N
E
1097+5
0 MATCHLINE1105+00SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:54pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C902.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_SIGNAGETHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
EEEE100TH STHAYWARD AVEPOWER EASEMENTCONSTRUCTION LIMITSR/WPOWER EASEMENTEND CONSTRUCTIONSTA. 1108+801105110611071108110911101111111211134DY4SW12SY26
2
53HAYWARD AVE S.100TH ST S.21C-171C-181FURNISH & INSTALLINPLACE/REMAINSALVAGESPECIFIC NOTES:123564REMOVEREMOVE SIGN TYPE CINSTALLGENERAL NOTES:PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.ALL STRIPING AND PAVEMENT MARKINGS WILL BE GROUND-IN EPOXYDELIVERY OF SALVAGED SIGNS NOT REINSTALLED SHALL BE COORDINATEDWITH CITY PUBLIC WORKS.UUUEEHSSSS100TH ST100TH STPOWER EASEMENTPOWER EASEMENTR/WHAMLET AVE11021103110411054DSY12SYCONSTRUCTION LIMITSCONSTRUCTION LIMITSPET WASTE65PET WASTE3HAMLET AVE S.100TH ST S.35C-1611112 EA - PERMANENT BARRICADESSEE DETAIL STR-321
C-1946566674DY PBWMAFMAFDRSJDP193806597158SIGNING AND PAVEMENT MARKING PLAN100TH STREET S. & HAMLET AVENUE S.12403060NMATCHLINE
1105+00 SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:55pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C902.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_SIGNAGETHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT03060NMATCHLINE
1105+00
MATCHLINE 64+00
EUUUUEETTTHSSSSSS552
553554HAMLET AVEPOWER EASEMENTPOWER EASEMENTR/WHADLEY AVE109911001101CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS3HADLEY AVE S.100TH ST S.35
235
5
3353326666061626364DY24SWFURNISH & INSTALLINPLACE/REMAINSALVAGESPECIFIC NOTES:123564REMOVEREMOVE SIGN TYPE CINSTALLGENERAL NOTES:PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.ALL STRIPING AND PAVEMENT MARKINGS WILL BE GROUND-IN EPOXYDELIVERY OF SALVAGED SIGNS NOT REINSTALLED SHALL BE COORDINATEDWITH CITY PUBLIC WORKS.USSSSSSR/WR/WR/W102ND STFUTUREROADWAYTETETE5495505515152535455561094109510964DY24SW1C-126
3100thSt5 CONSTRUCTION LIMITSCONSTRUCTION LIMITSPBWMAFMAFDRSJDP193806597158SIGNING AND PAVEMENT MARKING PLANHAMLET AVENUE S. & 102ND STREET12503060NSHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:55pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C902.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_SIGNAGETHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF MINNESOTAPRINT NAME:SIGNATURE:DATE:LIC. NO.DAVID R. SANOCKI01/04/202440973I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT03060NMATCHLINE 64+00
HADLEY509+25800802804806808810812814816818820800802804806808810812814816818820HADLEY509+50800802804806808810812814816818820800802804806808810812814816818820HADLEY510+00802804806808810812814816818820802804806808810812814816818820HADLEY510+50802804806808810812814816818820802804806808810812814816818820HADLEY511+00802804806808810812814816818820822802804806808810812814816818820822HADLEY511+50802804806808810812814816818820822802804806808810812814816818820822HADLEY512+00802804806808810812814816818820822802804806808810812814816818820822HADLEY512+50802804806808810812814816818820822802804806808810812814816818820822R/W55'R/W54'R/W41'R/W40'R/W40'R/W56'R/W40'R/W46'R/W40'TE57'R/W41'R/W40'TE55'R/W40'R/W40'-16.2, 809.1-18.4, 809.5-30.8, 809.7-36.8, 809.8-46.0, 807.418.2, 809.020.4, 809.432.5, 809.640.5, 809.750.6, 807.0-2.03%1.50%1:31.50%-2.28%1.50%1.50%1:31.50%-14.8, 808.9-16.9, 809.3-31.0, 809.5-37.0, 809.6-39.6, 809.416.0, 808.818.1, 809.229.6, 809.437.6, 809.545.4, 807.6-2.11%1.50%1:31.50%-2.24%1.50%1.50%1:31.50%-13.3, 808.5-15.4, 808.9-32.2, 809.1-38.2, 809.2-40.5, 809.416.1, 808.718.3, 809.126.8, 809.234.8, 809.337.4, 809.2-3.97%1.50%1:31.50%-2.06%1.50%1.50%1:31.50%-15.4, 808.9-17.5, 809.3-33.0, 809.5-39.0, 809.6-41.1, 809.616.5, 808.918.6, 809.326.7, 809.434.7, 809.538.3, 809.0-2.17%1.50%1:31.50%-2.04%1.50%1.50%1:31.50%-16.5, 809.4-18.7, 809.8-32.9, 810.0-38.9, 810.1-41.0, 810.216.5, 809.418.7, 809.827.9, 809.935.9, 810.139.5, 809.6-2.01%1.50%1:31.50%-2.01%1.50%1.50%1:31.50%-16.5, 809.9-18.7, 810.3-32.7, 810.5-38.7, 810.6-40.8, 810.616.5, 809.918.7, 810.333.0, 810.541.0, 810.645.2, 809.9-2.08%1.50%1:31.50%-1.96%1.50%1.50%1:31.50%-16.5, 810.4-18.7, 810.8-32.5, 811.0-38.5, 811.1-40.5, 811.116.5, 810.418.7, 810.831.7, 811.039.7, 811.146.9, 809.4-2.14%1.50%1:31.50%-1.92%1.50%1.50%1:31.50%-16.5, 810.9-18.7, 811.3-32.3, 811.5-38.3, 811.6-40.6, 811.716.5, 810.918.7, 811.330.7, 811.538.7, 811.645.2, 810.2-2.19%1.50%1:31.50%-1.89%1.50%1.50%1:31.50%-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60PBWMAFMAFDRSJDP193806597158CROSS SECTIONSHADLEY AVENUE S.126SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:58pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
HADLEY513+00804806808810812814816818820822824804806808810812814816818820822824HADLEY513+50804806808810812814816818820822824804806808810812814816818820822824HADLEY513+80804806808810812814816818820822824804806808810812814816818820822824HADLEY515+00804806808810812814816818820822824804806808810812814816818820822824HADLEY515+50804806808810812814816818820822824804806808810812814816818820822824HADLEY516+00804806808810812814816818820822824804806808810812814816818820822824HADLEY516+50804806808810812814816818820822824804806808810812814816818820822824HADLEY517+00804806808810812814816818820822824804806808810812814816818820822824TE55'R/W40'R/W40'TE55'R/W40'R/W40'TE55'R/W40'R/W40'TE55'R/W40'R/W40'TE56'R/W40'R/W40'TE56'R/W40'R/W40'TE56'R/W40'R/W40'TE56'R/W40'R/W40'-16.5, 811.4-18.7, 811.8-32.3, 812.0-38.3, 812.1-40.6, 812.016.5, 811.418.7, 811.830.7, 812.038.7, 812.145.9, 810.4-2.18%1.50%1:31.50%-1.92%1.50%1.50%1:31.50%-16.5, 811.9-18.7, 812.3-32.3, 812.5-38.3, 812.6-41.0, 812.416.5, 811.918.7, 812.330.7, 812.538.7, 812.646.0, 810.9-2.17%1.50%1:31.50%-1.95%1.50%1.50%1:31.50%-16.5, 812.2-18.7, 812.6-32.3, 812.8-38.3, 812.9-42.4, 812.216.5, 812.218.7, 812.630.7, 812.838.7, 812.947.1, 810.8-2.16%1.50%1:31.50%-1.96%1.50%1.50%1:31.50%-16.7, 812.3-19.0, 812.6-32.3, 812.8-38.3, 812.9-43.0, 812.016.5, 812.418.7, 812.830.7, 812.938.7, 813.148.0, 810.7-2.04%1.50%2.87%1:3-1.94%1.50%1.50%1:31.50%-16.7, 812.0-19.0, 812.2-32.3, 812.4-38.3, 812.5-40.8, 812.416.5, 812.018.7, 812.430.7, 812.638.7, 812.746.8, 810.7-2.04%1.50%2.87%1:3-1.95%1.50%1.50%1:31.50%-16.7, 811.6-19.0, 811.8-32.3, 812.0-38.3, 812.1-40.3, 812.216.5, 811.618.7, 812.030.7, 812.238.7, 812.345.7, 810.7-2.04%1.50%2.87%1:3-1.95%1.50%1.50%1:31.50%-16.7, 811.2-19.0, 811.5-32.3, 811.7-38.3, 811.8-41.9, 812.316.5, 811.218.7, 811.630.7, 811.838.7, 811.944.2, 810.8-2.03%1.50%2.87%1:3-1.95%1.50%1.50%1:31.50%-16.7, 810.9-19.0, 811.1-32.3, 811.3-38.3, 811.4-43.3, 812.416.5, 810.918.7, 811.330.7, 811.538.7, 811.642.7, 810.9-2.03%1.50%2.87%1:3-1.96%1.50%1.50%1:31.50%-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60PBWMAFMAFDRSJDP193806597158CROSS SECTIONSHADLEY AVENUE S.127SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:58pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
HADLEY517+50804806808810812814816818820822824804806808810812814816818820822824HADLEY518+00804806808810812814816818820822824804806808810812814816818820822824HADLEY518+50804806808810812814816818820822824804806808810812814816818820822824HADLEY519+00804806808810812814816818820822824804806808810812814816818820822824HADLEY519+50804806808810812814816818820822824826804806808810812814816818820822824826HADLEY520+00804806808810812814816818820822824804806808810812814816818820822824HADLEY520+40804806808810812814816818820822824804806808810812814816818820822824R/W40'R/W40'TE56'R/W40'R/W40'TE56'R/W40'R/W40'TE56'R/W40'R/W40'TE56'R/W40'R/W40'TE56'R/W40'R/W40'TE56'R/W41'R/W39'-16.7, 810.8-19.0, 811.1-32.3, 811.3-38.3, 811.4-43.6, 812.516.5, 810.818.7, 811.230.7, 811.438.7, 811.542.1, 811.1-2.02%1.50%2.87%1:3-1.96%1.50%1.50%1:31.50%-16.7, 811.1-19.0, 811.3-32.3, 811.5-38.3, 811.6-42.1, 812.216.5, 811.118.7, 811.530.7, 811.738.7, 811.842.9, 811.1-2.01%1.50%2.87%1:3-1.96%1.50%1.50%1:31.50%-16.7, 811.5-19.0, 811.7-32.3, 811.9-38.3, 812.0-40.8, 812.216.5, 811.518.7, 811.930.7, 812.038.7, 812.243.6, 811.2-2.01%1.50%2.87%1:3-1.96%1.50%1.50%1:31.50%-16.7, 811.8-19.0, 812.1-32.3, 812.3-38.3, 812.4-40.5, 812.516.5, 811.818.7, 812.230.7, 812.438.7, 812.545.2, 811.1-2.00%1.50%2.87%1:3-1.97%1.50%1.50%1:31.50%-16.7, 812.2-19.0, 812.5-32.3, 812.7-38.3, 812.7-40.7, 812.716.5, 812.218.7, 812.630.7, 812.838.7, 812.943.0, 812.2-2.00%1.50%2.87%1:3-1.97%1.50%1.50%1:31.50%-16.7, 812.6-19.0, 812.8-32.3, 813.0-38.3, 813.1-42.2, 812.516.5, 812.618.7, 813.030.7, 813.238.7, 813.344.0, 812.2-2.00%1.50%2.87%1:3-1.97%1.50%1.50%1:31.50%-16.7, 812.9-19.0, 813.1-32.3, 813.3-38.3, 813.4-44.0, 812.216.5, 812.918.7, 813.330.7, 813.538.7, 813.645.0, 812.2-1.99%1.50%2.87%1:3-1.98%1.50%1.50%1:31.50%-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60PBWMAFMAFDRSJDP193806597158CROSS SECTIONSHADLEY AVENUE S.128SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:59pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
HADLEY521+55802804806808810812814816818820822824826802804806808810812814816818820822824826HADLEY522+00802804806808810812814816818820822824826802804806808810812814816818820822824826HADLEY522+50802804806808810812814816818820822824826802804806808810812814816818820822824826HADLEY523+00800802804806808810812814816818820822824826800802804806808810812814816818820822824826HADLEY523+50798800802804806808810812814816818820822824798800802804806808810812814816818820822824HADLEY524+00792794796798800802804806808810812814816818820822824792794796798800802804806808810812814816818820822824TE56'R/W41'R/W39'TE56'R/W41'R/W39'TE56'R/W41'R/W39'TE54'R/W39'TE55'R/W40'R/W60'TE56'R/W41'R/W59'-16.5, 813.7-18.7, 814.1-32.3, 814.3-38.3, 814.4-42.4, 813.816.5, 813.718.7, 814.130.7, 814.338.7, 814.447.7, 812.1-2.01%1.50%1:31.50%-1.98%1.50%1.50%1:31.50%-16.5, 814.0-18.7, 814.4-32.3, 814.6-38.3, 814.7-43.9, 813.516.5, 813.918.7, 814.330.5, 814.438.5, 814.645.7, 812.9-1.39%1.50%1:31.50%-1.99%1.50%1.50%1:31.50%-16.5, 813.7-18.7, 814.1-32.3, 814.3-38.3, 814.4-44.8, 812.916.5, 813.718.7, 814.129.5, 814.237.5, 814.441.7, 813.7-1.94%1.50%1:31.50%-2.04%1.50%1.50%1:31.50%-16.5, 813.3-18.7, 813.7-32.2, 813.9-38.2, 814.0-43.7, 812.916.5, 813.318.7, 813.729.3, 813.837.3, 814.056.2, 808.4-2.04%1.50%1:31.50%-2.01%1.50%1.50%1:31.50%-16.5, 812.9-18.7, 813.3-32.0, 813.5-38.0, 813.6-51.5, 809.816.5, 812.918.7, 813.330.3, 813.538.3, 813.6-2.03%1.50%1:31.50%-2.01%1.50%1.50%1:31.50%-16.5, 812.5-18.7, 812.9-31.8, 813.1-37.8, 813.2-48.0, 810.416.5, 812.518.7, 812.931.2, 813.139.2, 813.252.1, 809.6-2.03%1.50%1:31.50%-2.01%1.50%1.50%1:31.50%-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60PBWMAFMAFDRSJDP193806597158CROSS SECTIONSHADLEY AVENUE S.129SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:59pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
HADLEY524+50788790792794796798800802804806808810812814816818820822824826788790792794796798800802804806808810812814816818820822824826HADLEY525+00784786788790792794796798800802804806808810812814816818820822824784786788790792794796798800802804806808810812814816818820822824HADLEY525+50786788790792794796798800802804806808810812814816818820822824786788790792794796798800802804806808810812814816818820822824HADLEY526+00790792794796798800802804806808810812814816818820822790792794796798800802804806808810812814816818820822TE57'R/W42'R/W58'TE57'R/W42'R/W58'TE58'R/W43'R/W57'TE58'R/W43'R/W57'-16.5, 812.1-18.7, 812.5-31.5, 812.7-37.5, 812.8-44.1, 811.316.5, 812.118.7, 812.531.9, 812.739.9, 812.848.3, 810.7-2.03%1.50%1:31.50%-2.01%1.50%1.50%1:31.50%-16.5, 811.7-18.7, 812.1-31.2, 812.3-37.2, 812.4-42.1, 811.416.5, 811.718.7, 812.132.4, 812.340.4, 812.446.3, 811.1-2.02%1.50%1:31.50%-2.01%1.50%1.50%1:31.50%-16.5, 811.3-18.7, 811.7-30.9, 811.9-36.9, 812.0-42.7, 810.716.5, 811.318.7, 811.732.8, 811.940.8, 812.046.1, 810.9-2.02%1.50%1:31.50%-2.01%1.50%1.50%1:31.50%-16.5, 810.9-18.7, 811.3-30.5, 811.5-36.5, 811.5-41.7, 810.516.5, 810.918.7, 811.332.9, 811.540.9, 811.645.9, 810.7-2.02%1.50%1:31.50%-2.01%1.50%1.50%1:31.50%-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60PBWMAFMAFDRSJDP193806597158CROSS SECTIONSHADLEY AVENUE S.130SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:59pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
HADLEY526+50794796798800802804806808810812814816818820822794796798800802804806808810812814816818820822HADLEY527+00798800802804806808810812814816818820822798800802804806808810812814816818820822HADLEY527+50800802804806808810812814816818820822800802804806808810812814816818820822HADLEY528+00802804806808810812814816818820822802804806808810812814816818820822HADLEY528+50802804806808810812814816818820802804806808810812814816818820HADLEY529+00802804806808810812814816818820802804806808810812814816818820TE58'R/W43'R/W57'TE58'R/W43'R/W57'TE57'R/W42'R/W58'TE57'R/W42'R/W58'TE56'R/W41'R/W59'TE56'R/W41'R/W59'-16.5, 810.5-18.7, 810.9-30.2, 811.1-36.2, 811.1-38.7, 811.016.5, 810.518.7, 810.932.9, 811.140.9, 811.245.2, 810.5-2.02%1.50%1:31.50%-2.01%1.50%1.50%1:31.50%-16.5, 810.1-18.7, 810.5-29.8, 810.6-35.8, 810.7-38.6, 810.516.5, 810.118.7, 810.532.7, 810.740.7, 810.844.3, 810.3-2.01%1.50%1:31.50%-2.01%1.50%1.50%1:31.50%-16.5, 809.7-18.7, 810.1-29.5, 810.2-35.5, 810.3-39.1, 809.816.5, 809.718.7, 810.132.3, 810.340.3, 810.443.7, 810.0-2.01%1.50%1:31.50%-2.01%1.50%1.50%1:31.50%-16.5, 809.3-18.7, 809.7-29.1, 809.8-35.1, 809.9-38.1, 809.616.5, 809.318.7, 809.731.7, 809.939.7, 810.042.5, 809.8-2.01%1.50%1:31.50%-2.01%1.50%1.50%1:31.50%-16.5, 808.9-18.7, 809.3-28.8, 809.4-34.8, 809.5-37.6, 809.316.5, 808.918.7, 809.331.0, 809.539.0, 809.641.9, 809.3-2.01%1.50%1:31.50%-2.01%1.50%1.50%1:31.50%-22.7, 808.3-24.9, 808.8-28.7, 808.8-34.7, 808.9-37.6, 808.616.5, 808.518.7, 808.930.7, 809.138.7, 809.241.6, 808.9-2.00%1.50%1:31.50%-1.95%1.50%1.50%1:31.50%-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60PBWMAFMAFDRSJDP193806597158CROSS SECTIONSHADLEY AVENUE S.131SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:59pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
HADLEY529+50800802804806808810812814816818820822800802804806808810812814816818820822HADLEY530+00800802804806808810812814816818820800802804806808810812814816818820HADLEY530+50800802804806808810812814816818820800802804806808810812814816818820HADLEY531+00798800802804806808810812814816818820798800802804806808810812814816818820HADLEY531+50798800802804806808810812814816818820798800802804806808810812814816818820HADLEY532+00798800802804806808810812814816818820798800802804806808810812814816818820TE56'R/W41'R/W59'TE56'R/W41'R/W59'TE56'R/W41'R/W59'TE56'R/W41'R/W59'TE56'R/W41'R/W59'TE56'R/W41'R/W59'-24.5, 807.9-26.7, 808.3-34.7, 808.4-37.8, 808.116.5, 808.118.7, 808.530.7, 808.738.7, 808.841.4, 808.6-2.00%1.50%1:3-1.85%1.50%1.50%1:31.50%-24.5, 807.5-26.7, 807.9-34.7, 808.0-37.7, 807.716.5, 807.718.7, 808.130.7, 808.338.7, 808.441.3, 808.2-2.00%1.50%1:3-1.76%1.50%1.50%1:31.50%-24.5, 807.3-26.7, 807.7-34.7, 807.8-37.3, 807.616.5, 807.518.7, 807.930.7, 808.138.7, 808.240.8, 808.1-2.00%1.50%1:3-1.98%1.50%1.50%1:31.50%-24.5, 807.4-26.7, 807.8-34.7, 807.9-38.2, 807.516.5, 807.618.7, 808.030.7, 808.138.7, 808.341.0, 808.2-2.00%1.50%1:3-2.03%1.50%1.50%1:31.50%-24.5, 807.7-26.7, 808.1-34.7, 808.3-38.5, 807.716.5, 807.918.7, 808.330.7, 808.538.7, 808.641.5, 808.4-2.01%1.50%1:3-2.02%1.50%1.50%1:31.50%-24.5, 808.1-26.7, 808.5-34.7, 808.6-39.9, 807.516.5, 808.218.7, 808.630.7, 808.838.7, 808.948.8, 806.3-2.02%1.50%1:3-2.03%1.50%1.50%1:31.50%-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60PBWMAFMAFDRSJDP193806597158CROSS SECTIONSHADLEY AVENUE S.132SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:59pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
HADLEY532+50798800802804806808810812814816818820798800802804806808810812814816818820HADLEY533+00798800802804806808810812814816818820798800802804806808810812814816818820HADLEY533+50800802804806808810812814816818820822800802804806808810812814816818820822HADLEY534+00800802804806808810812814816818820822800802804806808810812814816818820822HADLEY534+50802804806808810812814816818820822802804806808810812814816818820822HADLEY535+00800802804806808810812814816818820822800802804806808810812814816818820822TE56'R/W41'R/W59'TE56'R/W41'R/W59'TE56'R/W41'R/W59'TE56'R/W41'R/W59'TE56'R/W41'R/W59'TE56'R/W41'R/W59'-24.5, 808.4-26.7, 808.8-34.7, 808.9-38.5, 808.416.5, 808.618.7, 809.030.7, 809.238.7, 809.341.8, 808.9-2.02%1.50%1:3-2.04%1.50%1.50%1:31.50%-24.5, 808.8-26.7, 809.2-34.7, 809.3-38.7, 808.616.5, 808.918.7, 809.330.7, 809.538.7, 809.642.2, 809.2-2.03%1.50%1:3-2.05%1.50%1.50%1:31.50%-24.5, 809.1-26.7, 809.5-34.7, 809.6-38.3, 809.116.5, 809.318.7, 809.730.7, 809.938.7, 810.044.4, 808.8-2.04%1.50%1:3-2.06%1.50%1.50%1:31.50%-24.5, 809.5-26.7, 809.9-34.7, 810.0-38.5, 809.416.5, 809.618.7, 810.030.7, 810.238.7, 810.346.4, 808.4-2.05%1.50%1:3-2.07%1.50%1.50%1:31.50%-24.5, 809.8-26.7, 810.2-34.7, 810.3-38.5, 809.716.5, 810.018.7, 810.430.7, 810.538.7, 810.744.1, 809.5-2.05%1.50%1:3-2.08%1.50%1.50%1:31.50%-24.5, 810.1-26.7, 810.5-34.7, 810.7-37.7, 810.316.5, 810.318.7, 810.730.7, 810.938.7, 811.042.3, 810.5-2.06%1.50%1:3-2.09%1.50%1.50%1:31.50%-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60PBWMAFMAFDRSJDP193806597158CROSS SECTIONSHADLEY AVENUE S.133SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 2:59pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
HADLEY535+50802804806808810812814816818820822802804806808810812814816818820822HADLEY536+00802804806808810812814816818820822802804806808810812814816818820822HADLEY536+50804806808810812814816818820822824804806808810812814816818820822824HADLEY537+00804806808810812814816818820822824804806808810812814816818820822824HADLEY537+50804806808810812814816818820822824804806808810812814816818820822824HADLEY538+50804806808810812814816818820822824804806808810812814816818820822824HADLEY539+00806808810812814816818820822824806808810812814816818820822824HADLEY539+50806808810812814816818820822824826806808810812814816818820822824826TE56'R/W41'R/W59'TE56'R/W41'R/W59'TE59'R/W43'R/W57'R/W48'R/W52'R/W52'R/W48'R/W51'R/W49'R/W50'R/W50'R/W50'R/W50'-24.5, 810.5-26.7, 810.9-34.7, 811.0-37.7, 810.716.5, 810.618.7, 811.030.7, 811.238.7, 811.343.2, 810.5-2.07%1.50%1:3-2.10%1.50%1.50%1:31.50%-24.5, 810.8-26.7, 811.2-34.7, 811.4-38.3, 810.916.5, 811.018.7, 811.430.7, 811.638.7, 811.743.9, 810.6-2.07%1.50%1:3-2.11%1.50%1.50%1:31.50%-16.5, 811.3-18.7, 811.7-26.7, 811.9-34.7, 812.0-40.1, 810.816.5, 811.318.7, 811.731.0, 811.939.0, 812.043.3, 811.3-2.12%1.50%1:31.50%-2.12%1.50%1.50%1:31.50%-16.5, 811.7-18.7, 812.1-28.4, 812.2-36.4, 812.3-40.8, 811.616.5, 811.718.7, 812.132.9, 812.340.9, 812.445.6, 811.5-2.13%1.50%1:31.50%-2.20%1.50%1.50%1:31.50%-16.5, 812.0-18.7, 812.4-30.7, 812.6-38.7, 812.7-44.5, 811.514.0, 812.016.2, 812.434.6, 812.742.6, 812.849.4, 811.3-2.14%1.50%1:31.50%-2.68%1.50%1.50%1:31.50%-16.5, 812.7-18.7, 813.1-35.5, 813.4-41.5, 813.5-49.0, 811.716.5, 812.718.7, 813.238.0, 813.446.0, 813.653.2, 811.9-2.00%1.50%1:31.50%-1.93%1.50%1.50%1:31.50%-16.5, 813.1-18.7, 813.5-38.0, 813.8-44.0, 813.9-52.4, 811.816.5, 813.118.7, 813.539.5, 813.847.5, 813.957.5, 811.3-2.00%1.50%1:31.50%-1.98%1.50%1.50%1:31.50%-16.5, 813.4-18.7, 813.8-40.0, 814.1-46.0, 814.2-54.7, 812.016.5, 813.418.7, 813.840.0, 814.148.0, 814.359.9, 811.0-2.00%1.50%1:31.50%-2.01%1.50%1.50%1:31.50%-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60PBWMAFMAFDRSJDP193806597158CROSS SECTIONSHADLEY AVENUE S.134SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:00pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
HADLEY540+15806808810812814816818820822824826806808810812814816818820822824826HADLEY540+65806808810812814816818820822824826806808810812814816818820822824826HADLEY541+00806808810812814816818820822824826806808810812814816818820822824826HADLEY542+50806808810812814816818820822824826806808810812814816818820822824826HADLEY543+00806808810812814816818820822824826828806808810812814816818820822824826828HADLEY543+50806808810812814816818820822824826828806808810812814816818820822824826828R/W50'R/W50'R/W50'R/W50'R/W50'R/W50'R/W50'R/W50'R/W50'R/W50'R/W50'R/W50'-16.5, 813.9-18.7, 814.3-40.0, 814.6-46.0, 814.7-52.5, 813.216.5, 813.918.7, 814.340.0, 814.648.0, 814.759.9, 811.4-2.00%1.50%1:31.50%-2.00%1.50%1.50%1:31.50%-16.5, 814.2-18.7, 814.6-40.0, 814.9-46.0, 815.0-52.8, 813.516.5, 814.218.7, 814.640.0, 814.948.0, 815.158.7, 812.2-2.00%1.50%1:31.50%-1.99%1.50%1.50%1:31.50%-16.5, 814.5-18.7, 814.9-40.0, 815.2-46.0, 815.3-52.7, 813.716.5, 814.518.7, 814.940.0, 815.248.0, 815.357.5, 812.8-2.00%1.50%1:31.50%-1.99%1.50%1.50%1:31.50%-17.2, 814.8-19.3, 815.2-40.0, 815.5-48.0, 815.7-50.4, 815.618.5, 814.820.7, 815.240.0, 815.548.0, 815.652.5, 814.8-2.14%1.50%1:31.50%-1.99%1.50%1.50%1:31.50%-18.5, 814.6-20.7, 815.0-40.0, 815.3-48.0, 815.4-51.6, 816.018.5, 814.620.7, 815.040.0, 815.348.0, 815.451.1, 815.1-2.00%1.50%1:31.50%-2.00%1.50%1.50%1:31.50%-18.5, 814.3-20.7, 814.7-40.0, 815.0-48.0, 815.1-51.2, 815.618.5, 814.320.7, 814.740.0, 815.048.0, 815.150.3, 815.1-2.00%1.50%1:31.50%-2.00%1.50%1.50%1:31.50%-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60PBWMAFMAFDRSJDP193806597158CROSS SECTIONSHADLEY AVENUE S.135SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:00pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
HADLEY544+00804806808810812814816818820822824826804806808810812814816818820822824826HADLEY544+50804806808810812814816818820822824826804806808810812814816818820822824826R/W50'R/W50'R/W50'R/W50'HADLEY546+50806808810812814816818820822824826806808810812814816818820822824826R/W50'R/W50'HADLEY547+00806808810812814816818820822824826806808810812814816818820822824826R/W50'R/W50'HADLEY547+50806808810812814816818820822824826806808810812814816818820822824826R/W50'R/W50'HADLEY548+00806808810812814816818820822824826806808810812814816818820822824826R/W50'R/W50'-18.5, 814.1-20.7, 814.5-40.0, 814.8-48.0, 814.9-51.1, 815.318.5, 814.120.7, 814.540.0, 814.848.0, 814.950.1, 815.0-2.00%1.50%1:31.50%-2.00%1.50%1.50%1:31.50%-18.5, 813.8-20.7, 814.2-40.0, 814.5-48.0, 814.6-50.9, 815.018.5, 813.820.7, 814.240.0, 814.548.0, 814.651.0, 814.4-2.00%1.50%1:31.50%-2.00%1.50%1.50%1:31.50%-18.5, 812.8-20.7, 813.2-40.0, 813.5-48.0, 813.6-51.3, 814.118.5, 812.820.7, 813.240.0, 813.548.0, 813.652.0, 814.3-1.91%1.50%1.50%1:3-1.91%1.50%1.50%1:3-18.5, 812.6-20.7, 813.0-40.0, 813.3-48.0, 813.4-51.9, 814.018.5, 812.620.7, 813.040.0, 813.348.0, 813.452.0, 814.1-1.86%1.51%1.50%1:3-1.86%1.50%1.50%1:3-18.5, 812.4-20.7, 812.8-40.0, 813.1-48.0, 813.2-52.7, 814.118.5, 812.420.7, 812.840.0, 813.148.0, 813.252.2, 813.9-1.94%1.63%1.50%1:3-1.94%1.50%1.50%1:3-18.5, 812.4-20.7, 812.8-40.0, 813.1-48.0, 813.2-51.5, 813.718.5, 812.420.7, 812.840.0, 813.148.0, 813.251.7, 813.8-2.14%1.61%1.50%1:3-2.13%1.50%1.50%1:3-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60PBWMAFMAFDRSJDP193806597158CROSS SECTIONSHADLEY AVENUE S.136SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:00pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
HADLEY548+50806808810812814816818820822824826806808810812814816818820822824826R/W50'R/W50'HADLEY549+00806808810812814816818820822824826806808810812814816818820822824826R/W50'R/W50'HADLEY549+30806808810812814816818820822824826806808810812814816818820822824826R/W50'R/W50'HADLEY550+50808810812814816818820822824826828808810812814816818820822824826828R/W50'R/W50'HADLEY551+00806808810812814816818820822824826828806808810812814816818820822824826828R/W50'R/W50'HADLEY551+50808810812814816818820822824826828808810812814816818820822824826828R/W50'R/W50'HADLEY552+00808810812814816818820822824826828808810812814816818820822824826828R/W50'R/W50'-18.5, 812.7-20.7, 813.1-40.0, 813.4-48.0, 813.6-51.3, 814.018.5, 812.720.7, 813.240.0, 813.448.0, 813.651.8, 814.2-2.29%1.46%1.50%1:3-2.27%1.50%1.50%1:3-18.5, 813.3-20.7, 813.7-40.0, 813.9-48.0, 814.0-50.6, 813.918.5, 813.320.7, 813.740.0, 814.048.0, 814.151.6, 814.6-2.17%1.35%1.50%1:3-2.15%1.50%1.50%1:3-18.5, 813.6-20.7, 814.0-40.1, 814.2-48.1, 814.3-51.2, 814.018.5, 813.620.7, 814.040.0, 814.348.0, 814.450.2, 814.5-2.09%1.29%1.50%1:3-2.10%1.73%1.50%1:3-18.5, 814.8-20.7, 815.2-40.1, 815.4-48.1, 815.6-50.9, 815.318.5, 814.820.7, 815.240.0, 815.548.0, 815.653.4, 816.7-1.99%1.33%1.50%1:3-2.05%1.50%1.50%1:3-18.5, 815.3-20.7, 815.7-40.1, 815.9-48.1, 816.1-50.4, 816.018.5, 815.320.7, 815.740.0, 815.948.0, 816.150.3, 816.2-2.00%1.38%1.50%1:3-2.04%1.50%1.50%1:3-18.5, 815.8-20.7, 816.2-40.1, 816.4-48.1, 816.6-51.9, 816.018.5, 815.720.7, 816.240.0, 816.448.0, 816.650.7, 816.3-2.00%1.41%1.50%1:3-2.02%1.50%1.50%1:3-18.5, 816.2-20.7, 816.6-40.2, 816.9-48.2, 817.0-53.2, 816.018.5, 816.220.7, 816.640.0, 816.948.0, 817.054.6, 815.5-2.00%1.33%1.50%1:3-2.01%1.50%1.50%1:3-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60PBWMAFMAFDRSJDP193806597158CROSS SECTIONSHADLEY AVENUE S.137SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:00pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
HADLEY552+50808810812814816818820822824826828830808810812814816818820822824826828830R/W50'R/W50'HADLEY553+00808810812814816818820822824826828808810812814816818820822824826828R/W50'R/W50'HADLEY553+50808810812814816818820822824826828808810812814816818820822824826828R/W50'R/W50'HADLEY554+00808810812814816818820822824826828808810812814816818820822824826828R/W50'R/W50'HADLEY554+50808810812814816818820822824826828808810812814816818820822824826828R/W50'R/W50'-18.5, 816.4-20.7, 816.8-40.2, 817.1-48.2, 817.2-53.9, 816.018.5, 816.420.7, 816.840.0, 817.148.0, 817.257.1, 814.9-2.00%1.36%1.50%1:3-2.00%1.50%1.50%1:3-18.5, 816.3-20.7, 816.7-40.0, 817.0-48.0, 817.1-59.4, 814.018.5, 816.320.7, 816.740.0, 817.048.0, 817.154.6, 815.6-2.01%1.40%1.50%1:3-2.00%1.50%1.50%1:3-18.5, 816.1-20.7, 816.5-32.0, 816.6-40.0, 816.8-50.4, 814.0-2.00%1.55%1.50%1:3-2.00%-18.5, 815.8-20.7, 816.2-27.8, 816.4-35.8, 816.6-38.9, 816.2-1.98%3.06%1.50%1:3-2.00%-18.5, 815.6-20.7, 816.0-28.6, 816.7-36.6, 816.8-40.0, 817.318.5, 815.720.7, 816.150.9, 815.858.9, 815.9-2.00%8.27%1.50%1:3-1.93%-0.94%1.50%-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60-60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60PBWMAFMAFDRSJDP193806597158CROSS SECTIONSHADLEY AVENUE S.138SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:00pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1082+00798800802804806808810812814816818820822824826798800802804806808810812814816818820822824826100TH-103RD1082+50798800802804806808810812814816818820822824826798800802804806808810812814816818820822824826-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-15.0, 815.6-43.7, 808.5-68.2, 808.5-76.4, 810.016.9, 815.620.9, 814.678.6, 814.681.6, 814.989.6, 815.0106.7, 814.479.6, 814.8-2.00%-4.00%1:41:5-2.00%-4.00%1:41.50%1.0%1:31:4R/W105'-18.0, 815.1-44.7, 808.5-68.8, 808.5-76.9, 810.018.0, 815.222.0, 814.276.3, 814.281.1, 814.989.1, 815.0107.3, 814.179.1, 814.9-2.04%-4.00%1:41:5-1.96%-4.00%1:41.50%1.0%1:31:4R/W104'CROSS SECTIONS100TH STREET S. / 103RD STREET S.139PBWMAFMAFDRSJDP193806597158SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:02pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1083+00798800802804806808810812814816818820822824826798800802804806808810812814816818820822824826100TH-103RD1083+50798800802804806808810812814816818820822824826798800802804806808810812814816818820822824826-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-18.0, 814.7-42.9, 808.5-71.6, 808.5-77.6, 810.018.0, 814.822.0, 813.873.9, 813.880.5, 814.988.5, 815.0107.0, 814.078.5, 814.9-2.08%-4.00%1:41:4-1.93%-4.00%1:41.50%1.0%1:31:4R/W103'-18.0, 814.3-40.7, 808.6-73.6, 808.6-79.0, 810.018.0, 814.322.0, 813.372.5, 813.379.0, 814.587.0, 814.6104.4, 814.077.0, 814.5-2.08%-4.00%1:41:4-1.93%-4.00%1:41.50%1.0%1:31:4R/W102'CROSS SECTIONS100TH STREET S. / 103RD STREET S.140PBWMAFMAFDRSJDP193806597158SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:02pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1084+00798800802804806808810812814816818820822824826798800802804806808810812814816818820822824826100TH-103RD1084+50798800802804806808810812814816818820822824826798800802804806808810812814816818820822824826-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-18.0, 813.9-38.5, 808.8-75.6, 808.8-80.5, 810.018.0, 813.922.0, 812.971.1, 812.977.6, 814.185.6, 814.2101.7, 814.075.6, 814.1-2.08%-4.00%1:41:4-1.94%-4.00%1:41.50%1.0%1:31:4R/W101'-18.0, 813.5-36.3, 808.9-77.6, 808.9-81.9, 810.018.0, 813.522.0, 812.569.6, 812.576.1, 813.784.1, 813.899.3, 814.074.1, 813.7-2.07%-4.00%1:41:4-1.95%-4.00%1:41.50%1.0%1:31:4R/W99'CROSS SECTIONS100TH STREET S. / 103RD STREET S.141PBWMAFMAFDRSJDP193806597158SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:02pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1085+00798800802804806808810812814816818820822824826798800802804806808810812814816818820822824826100TH-103RD1085+50800802804806808810812814816818820822824826800802804806808810812814816818820822824826100TH-103RD1086+00800802804806808810812814816818820822824826800802804806808810812814816818820822824826-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-18.0, 813.1-34.1, 809.1-79.7, 809.1-83.4, 810.018.0, 813.122.0, 812.168.1, 812.174.6, 813.382.6, 813.499.0, 814.072.6, 813.2-2.07%-4.00%1:41:4-1.95%-4.00%1:41.50%1.0%1:31:4R/W98'-18.0, 812.7-32.0, 809.2-81.7, 809.2-84.9, 810.018.0, 812.722.0, 811.766.6, 811.773.1, 812.981.1, 813.098.7, 814.071.1, 812.8-2.07%-4.00%1:41:4-1.96%-4.00%1:41.50%1.0%1:31:4R/W96'-18.0, 812.3-29.8, 809.3-83.8, 809.3-86.5, 810.018.0, 812.322.0, 811.365.1, 811.371.6, 812.579.6, 812.698.4, 814.069.6, 812.4-2.07%-4.00%1:41:4-1.96%-4.00%1:41.50%1.0%1:31:4R/W95'CROSS SECTIONS100TH STREET S. / 103RD STREET S.142PBWMAFMAFDRSJDP193806597158SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:02pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1086+50800802804806808810812814816818820822824826800802804806808810812814816818820822824826100TH-103RD1087+00804806808810812814816818820822824826804806808810812814816818820822824826100TH-103RD1087+50804806808810812814816818820822824826804806808810812814816818820822824826-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-18.0, 811.9-27.5, 809.5-86.0, 809.5-88.0, 810.018.0, 811.922.0, 810.960.6, 810.970.1, 812.878.1, 812.995.9, 814.068.1, 812.8-2.06%-4.00%1:41:4-1.97%-4.00%1:41.50%1.0%1:31:4R/W93'-18.0, 811.5-23.3, 810.2-85.4, 810.2-90.2, 810.9-98.2, 811.0-100.2, 811.1-102.0, 810.5-88.2, 810.918.0, 811.568.5, 813.176.5, 813.2111.7, 813.9-2.06%-4.00%1:41.50%1.0%1:31.0%1:4-1.95%-4.00%3.08%1.50%2.11%R/W92'-18.0, 811.4-22.0, 810.4-81.6, 810.4-89.8, 812.0-97.8, 812.1-99.8, 812.1-105.1, 813.9-87.8, 812.018.0, 811.422.0, 810.454.8, 810.467.0, 813.075.0, 813.191.8, 813.965.0, 813.0-2.03%-4.00%1:41.50%1.0%1:31.0%1:4-1.92%-4.00%1:41.50%1.0%1:31:4R/W90'PBWMAFMAFDRSJDP193806597158CROSS SECTIONS100TH STREET S. / 103RD STREET S.143SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:02pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1088+00804806808810812814816818820822824826804806808810812814816818820822824826100TH-103RD1088+50804806808810812814816818820822824826804806808810812814816818820822824826100TH-103RD1089+00804806808810812814816818820822824826804806808810812814816818820822824826-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-18.0, 811.6-21.8, 810.6-76.5, 810.6-84.2, 812.1-92.2, 812.2-94.2, 812.2-104.9, 815.8-82.2, 812.118.0, 811.622.8, 810.453.6, 810.465.4, 812.973.4, 813.090.8, 813.963.4, 812.8-2.03%-4.00%1:41.50%1.0%1:31.0%1:4-1.92%-4.00%1:41.50%1.0%1:31:4R/W88'-18.0, 811.8-21.8, 810.9-68.9, 810.9-76.2, 812.2-84.2, 812.3-86.2, 812.3-86.8, 812.1-74.2, 812.218.0, 811.824.0, 810.352.4, 810.363.9, 812.771.9, 812.987.7, 813.361.9, 812.7-2.16%-4.00%1:41.50%1.0%1:31.0%1:4-2.01%-4.00%1:41.50%1.0%1:31:4R/W87'TE108'R/W93'-18.3, 812.0-22.2, 811.1-64.9, 811.1-71.7, 812.3-79.7, 812.4-81.7, 812.4-84.4, 813.3-69.7, 812.318.0, 812.125.1, 810.349.9, 810.362.4, 812.670.4, 812.787.1, 813.460.4, 812.6-2.24%-4.00%1:41.50%1.0%1:31.0%1:4-2.09%-4.00%1:41.50%1.0%1:31:5R/W85'TE110'R/W95'PBWMAFMAFDRSJDP193806597158CROSS SECTIONS100TH STREET S. / 103RD STREET S.144SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:02pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1089+50804806808810812814816818820822824826804806808810812814816818820822824826100TH-103RD1090+00804806808810812814816818820822824826804806808810812814816818820822824826100TH-103RD1090+50804806808810812814816818820822824826804806808810812814816818820822824826-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-19.5, 812.3-23.4, 811.3-66.3, 811.3-73.2, 812.5-81.2, 812.7-83.2, 812.7-84.9, 813.2-71.2, 812.518.0, 812.326.2, 810.350.1, 810.360.8, 812.568.8, 812.685.5, 813.358.8, 812.4-2.20%-4.00%1:41.50%1.0%1:31.0%1:4-2.17%-4.00%1:41.50%1.0%1:31:4TE99'R/W84'TE111'R/W96'-20.7, 812.5-24.7, 811.5-67.7, 811.5-74.7, 812.8-82.7, 812.9-84.7, 812.9-85.1, 813.1-72.7, 812.818.0, 812.527.4, 810.247.5, 810.259.3, 812.767.3, 812.884.6, 813.757.3, 812.7-2.16%-4.00%1:41.50%1.0%1:31.0%1:4-2.25%-4.00%1:41.50%1.0%1:31:4TE97'R/W82'TE113'R/W98'-21.9, 812.7-25.9, 811.7-69.1, 811.7-76.2, 813.0-84.2, 813.2-86.2, 813.2-86.4, 813.2-74.2, 813.018.0, 812.828.5, 810.245.5, 810.257.9, 812.865.9, 812.981.0, 813.155.9, 812.8-2.12%-4.00%1:41.50%1.0%1:31.0%1:4-2.33%-4.00%1:41.50%1.0%1:31:4TE96'R/W81'TE114'R/W99'PBWMAFMAFDRSJDP193806597158CROSS SECTIONS100TH STREET S. / 103RD STREET S.145SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1091+00804806808810812814816818820822824826804806808810812814816818820822824826100TH-103RD1091+50804806808810812814816818820822824826828804806808810812814816818820822824826828100TH-103RD1092+00804806808810812814816818820822824826828804806808810812814816818820822824826828-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-23.1, 813.0-30.2, 811.2-67.8, 811.2-77.7, 813.2-85.7, 813.3-87.7, 813.3-87.9, 813.4-75.7, 813.218.0, 813.029.6, 810.143.0, 810.156.4, 813.064.4, 813.181.1, 812.754.4, 813.0-2.09%-4.00%1:41.50%1.0%1:31.0%1:4-2.42%-4.00%1:41.50%1.0%1:31:4TE94'R/W79'TE116'R/W101'-24.3, 813.2-34.6, 810.6-66.4, 810.6-79.1, 813.3-87.1, 813.4-89.1, 813.5-89.1, 813.5-77.1, 813.318.0, 813.330.7, 810.140.4, 810.155.0, 813.363.0, 813.482.3, 812.153.0, 813.2-2.06%-4.00%1:41.50%1.0%1:31.0%1:4-2.50%-4.00%1:41.50%1.0%1:31:4TE93'R/W78'TE117'R/W102'-25.5, 813.4-39.0, 810.1-65.0, 810.1-80.5, 813.5-88.5, 813.6-90.5, 813.6-90.7, 813.5-78.5, 813.418.0, 813.531.9, 810.037.8, 810.053.6, 813.561.6, 813.680.9, 812.351.6, 813.5-2.04%-4.00%1:41.50%1.0%1:31.0%1:4-2.58%-4.00%1:41.50%1.0%1:31:4TE92'R/W77'TE118'R/W103'PBWMAFMAFDRSJDP193806597158CROSS SECTIONS100TH STREET S. / 103RD STREET S.146SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1092+50804806808810812814816818820822824826828804806808810812814816818820822824826828100TH-103RD1093+00804806808810812814816818820822824826828804806808810812814816818820822824826828100TH-103RD1093+50804806808810812814816818820822824826828804806808810812814816818820822824826828-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-26.8, 813.7-42.9, 809.6-64.0, 809.6-81.8, 813.6-89.8, 813.7-91.8, 813.7-92.2, 813.6-79.8, 813.620.9, 813.735.0, 810.236.2, 810.252.2, 813.860.2, 813.978.1, 813.150.2, 813.7-2.02%-4.00%1:41.50%1.0%1:31.0%1:4-2.20%-4.00%1:41.50%1.0%1:31:4TE90'R/W75'TE120'R/W105'-28.0, 813.9-45.2, 809.6-64.2, 809.6-82.8, 813.7-90.8, 813.9-92.8, 813.9-93.0, 813.8-80.8, 813.724.4, 814.035.6, 811.238.0, 811.251.2, 814.059.2, 814.175.3, 813.949.2, 814.0-2.01%-4.00%1:41.50%1.0%1:31.0%1:4-1.98%-4.00%1:41.50%1.0%1:31:4TE89'R/W74'R/W106'-29.2, 814.0-47.2, 809.5-62.6, 809.5-82.0, 813.9-90.0, 814.0-92.0, 814.0-92.1, 814.0-80.0, 813.927.9, 814.135.6, 812.142.1, 812.152.1, 814.260.1, 814.375.2, 814.450.1, 814.1-1.97%-4.00%1:41.50%1.0%1:31.0%1:4-1.92%-4.00%1:41.50%1.0%1:31:4TE90'R/W75'TE120'R/W105'PBWMAFMAFDRSJDP193806597158CROSS SECTIONS100TH STREET S. / 103RD STREET S.147SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1094+00804806808810812814816818820822824826828804806808810812814816818820822824826828100TH-103RD1094+50804806808810812814816818820822824826804806808810812814816818820822824826100TH-103RD1095+00806808810812814816818820822824826806808810812814816818820822824826-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-26.7, 814.6-28.7, 814.6-49.1, 809.5-60.7, 809.5-80.9, 814.0-88.9, 814.2-90.9, 814.2-91.2, 814.3-78.9, 814.026.7, 814.628.7, 814.634.8, 813.146.6, 813.153.2, 814.361.2, 814.451.2, 814.276.6, 814.7-2.05%1:41.50%1.0%1:31.0%1:4-2.00%1:41.50%1.0%1:41:3TE91'R/W76'TE119'R/W104'-26.7, 814.6-28.7, 814.5-48.7, 809.5-54.1, 809.5-75.1, 814.2-83.1, 814.3-85.1, 814.3-85.3, 814.3-73.1, 814.226.7, 814.628.7, 814.530.6, 814.043.5, 814.054.3, 814.362.3, 814.452.3, 814.378.3, 814.9-2.04%1:41.50%1.0%1:31.0%1:4-2.05%1:41.50%1.0%2.8%1:3TE92'R/W77'TE118'R/W103'-26.7, 814.4-28.7, 814.3-38.4, 811.9-48.4, 811.9-65.0, 814.2-73.0, 814.3-75.0, 814.3-75.7, 814.1-63.0, 814.226.7, 814.453.0, 814.761.0, 814.978.4, 815.0-2.01%1:41.50%1.0%1:31.0%1:6-1.99%1.4%1.50%1.0%1:31.4%TE93'R/W78'TE117'R/W102'PBWMAFMAFDRSJDP193806597158CROSS SECTIONS100TH STREET S. / 103RD STREET S.148SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1095+50806808810812814816818820822824826806808810812814816818820822824826100TH-103RD1096+30806808810812814816818820822824826806808810812814816818820822824826100TH-103RD1097+00806808810812814816818820822824826806808810812814816818820822824826-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-26.7, 814.1-56.7, 814.2-64.7, 814.3-67.3, 814.126.7, 814.144.7, 814.452.7, 814.580.4, 815.1-2.00%0.2%1.50%1:3-2.02%1.5%1.50%1.0%1:31.5%TE95'R/W79'TE116'R/W101'-2.00%-2.00%-38.7, 813.1-56.7, 813.4-64.7, 813.5-67.8, 813.914.7, 813.544.7, 813.852.7, 814.082.9, 814.2-2.00%1.6%1.50%1:3-2.04%1.0%1.50%1.0%1:31.0%TE98'R/W83'TE112'R/W97'PBWMAFMAFDRSJDP193806597158CROSS SECTIONS100TH STREET S. / 103RD STREET S.149SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1097+50806808810812814816818820822824826806808810812814816818820822824826100TH-103RD1098+00806808810812814816818820822824826806808810812814816818820822824826100TH-103RD1098+50804806808810812814816818820822824826804806808810812814816818820822824826-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-38.7, 812.8-40.7, 812.8-45.8, 811.5-48.6, 811.5-56.7, 813.0-64.7, 813.1-66.7, 813.2-69.3, 812.3-54.7, 813.014.0, 812.820.0, 812.644.7, 813.252.7, 813.324.4, 811.554.7, 813.342.7, 813.236.1, 811.562.8, 811.364.8, 811.372.8, 813.383.9, 813.485.6, 814.0-1.98%1:41.50%1.0%1:31.0%1:4-2.00%-4.00%1.50%1:41:41:41.0%1:31:4TE99'R/W84'TE111'R/W96'-36.8, 812.6-38.8, 812.5-44.5, 811.1-48.3, 811.1-56.6, 812.7-64.6, 812.8-66.6, 812.8-68.3, 812.2-54.6, 812.714.0, 812.620.0, 812.344.4, 812.652.4, 812.727.2, 810.554.4, 812.742.4, 812.534.4, 810.561.7, 810.962.2, 810.970.2, 812.985.1, 813.186.1, 813.4-2.02%1:41.50%1.0%1:31.0%1:4-2.00%-4.00%1.50%1:41:41:41.0%1:31:4TE100'R/W85'R/W95'-36.8, 812.3-38.8, 812.3-45.1, 810.7-47.9, 810.7-56.3, 812.3-64.3, 812.4-66.3, 812.5-67.4, 812.1-54.3, 812.314.0, 812.320.0, 812.144.1, 812.352.1, 812.527.6, 810.254.1, 812.542.1, 812.333.5, 810.262.0, 810.563.7, 810.571.7, 812.586.4, 812.787.6, 813.1-2.02%1:41.50%1.0%1:31.0%1:4-2.00%-4.00%1.50%1:41:41:41.0%1:31:4TE101'R/W86'R/W94'CROSS SECTIONS100TH STREET S. / 103RD STREET S.150PBWMAFMAFDRSJDP193806597158SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1099+00804806808810812814816818820822824826804806808810812814816818820822824826100TH-103RD1099+50804806808810812814816818820822824826804806808810812814816818820822824826100TH-103RD1100+00802804806808810812814816818820822824826802804806808810812814816818820822824826-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-40.4, 811.5-45.0, 810.3-47.4, 810.3-56.0, 812.0-64.0, 812.1-66.0, 812.1-66.7, 811.9-54.0, 812.014.0, 812.020.0, 811.843.8, 812.151.8, 812.228.1, 809.853.8, 812.241.8, 812.132.7, 809.862.2, 810.165.2, 810.173.2, 812.187.9, 812.388.8, 812.5-1.93%-4.00%1:41.50%1.0%1:31.0%1:4-2.00%-4.00%1.50%1:41:41:41.0%1:31:4TE103'R/W88'R/W92'-35.2, 811.3-40.6, 809.9-46.4, 809.9-55.5, 811.7-63.5, 811.9-65.5, 811.9-65.9, 812.0-53.5, 811.714.0, 811.820.0, 811.543.5, 811.851.5, 811.928.5, 809.453.5, 812.041.5, 811.832.0, 809.462.5, 809.766.8, 809.774.8, 811.789.6, 811.990.5, 811.6-2.00%-4.00%1:41.50%1.0%1:31.0%1:4-2.00%-4.00%1.50%1:41:41:41.0%1:31:4TE105'R/W90'R/W90'-29.9, 811.1-36.3, 809.5-45.1, 809.5-55.0, 811.5-63.0, 811.7-65.0, 811.7-67.1, 812.4-53.0, 811.514.0, 811.520.0, 811.343.2, 811.651.2, 811.728.9, 809.053.2, 811.741.2, 811.531.3, 809.066.5, 808.468.4, 808.476.4, 810.491.5, 810.595.0, 811.7-2.00%-4.00%1:41.50%1.0%1:31.0%1:4-2.00%-4.00%1.50%1:41:41:41.0%1:31:4TE107'R/W92'R/W89'PBWMAFMAFDRSJDP193806597158CROSS SECTIONS100TH STREET S. / 103RD STREET S.151SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1100+50802804806808810812814816818820822824826802804806808810812814816818820822824826100TH-103RD1101+00802804806808810812814816818820822824826802804806808810812814816818820822824826100TH-103RD1101+50804806808810812814816818820822824826804806808810812814816818820822824826-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-24.7, 811.0-32.0, 809.1-43.5, 809.1-54.4, 811.4-62.4, 811.5-64.4, 811.5-66.8, 812.3-52.4, 811.414.0, 811.320.0, 811.042.9, 811.050.9, 811.129.5, 808.752.9, 811.240.9, 811.030.2, 808.765.7, 808.070.1, 808.078.1, 810.093.6, 810.197.3, 811.4-1.94%-4.00%1:41.50%1.0%1:31.0%1:4-1.86%-4.00%1.50%1:41:41:41.0%1:31:5TE109'R/W94'R/W87'-19.5, 811.0-28.5, 808.8-42.0, 808.8-53.6, 811.2-61.6, 811.3-63.6, 811.3-66.6, 812.3-51.6, 811.214.0, 811.220.0, 811.042.7, 810.550.7, 810.630.6, 808.352.7, 810.740.7, 810.532.1, 808.362.4, 808.271.9, 808.279.9, 810.295.8, 810.498.3, 811.2-1.87%-4.00%1:41.50%1.0%1:31.0%1:4-1.87%-4.00%1.50%1:41:41:41.0%1:31:4TE111'R/W96'TE99'R/W84'-18.0, 811.2-26.5, 809.1-41.6, 809.1-52.8, 811.4-60.8, 811.5-62.8, 811.5-65.0, 812.3-50.8, 811.414.0, 811.420.0, 811.142.5, 811.150.5, 811.228.3, 809.052.5, 811.340.5, 811.132.4, 809.062.8, 808.773.7, 808.781.7, 810.798.1, 810.9100.0, 811.5-1.88%-4.00%1:41.50%1.0%1:31.0%1:4-1.94%-4.00%1.50%1:41:41:41.0%1:31:4TE113'R/W98'TE97'R/W82'PBWMAFMAFDRSJDP193806597158CROSS SECTIONS100TH STREET S. / 103RD STREET S.152SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1102+00804806808810812814816818820822824826804806808810812814816818820822824826100TH-103RD1102+50804806808810812814816818820822824826804806808810812814816818820822824826100TH-103RD1103+00804806808810812814816818820822824826804806808810812814816818820822824826-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-18.0, 811.5-26.6, 809.4-40.4, 809.4-51.9, 811.8-59.9, 811.9-61.9, 811.9-63.2, 812.4-49.9, 811.814.0, 811.720.0, 811.542.3, 811.750.3, 811.926.8, 809.852.3, 811.940.3, 811.732.5, 809.863.2, 809.275.5, 809.283.5, 811.2100.6, 811.4102.6, 812.0-2.00%-4.00%1:41.50%1.0%1:31.0%1:4-2.00%-4.00%1.50%1:41:41:41.0%1:31:4TE116'R/W101'TE95'R/W80'-18.1, 811.9-26.9, 809.7-39.3, 809.7-50.9, 812.1-58.9, 812.3-60.9, 812.3-61.0, 812.3-48.9, 812.114.0, 812.120.0, 811.842.2, 812.150.2, 812.226.8, 810.152.2, 812.340.2, 812.132.4, 810.162.6, 809.777.4, 809.785.4, 811.7103.3, 811.8103.8, 811.7-2.02%-4.00%1:41.50%1.0%1:31.0%1:4-2.00%-4.00%1.50%1:41:41:41.0%1:31:4TE118'R/W103'R/W77'-19.3, 812.2-28.2, 810.0-38.2, 810.0-49.8, 812.5-57.8, 812.6-59.8, 812.6-47.8, 812.514.0, 812.420.0, 812.242.1, 812.550.1, 812.626.8, 810.552.1, 812.640.1, 812.432.3, 810.562.0, 810.179.3, 810.187.3, 812.1106.0, 812.3107.6, 811.8-2.00%-4.00%1:41.50%1.0%1.0%1:4-2.00%-4.00%1.50%1:41:41:41.0%1:31:4R/W106'R/W74'PBWMAFMAFDRSJDP193806597158CROSS SECTIONS100TH STREET S. / 103RD STREET S.153SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1103+50804806808810812814816818820822824826804806808810812814816818820822824826100TH-103RD1104+00806808810812814816818820822824826806808810812814816818820822824826100TH-103RD1104+50806808810812814816818820822824826806808810812814816818820822824826-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140-20.6, 812.6-29.5, 810.4-38.0, 810.4-48.7, 812.5-56.7, 812.7-58.7, 812.7-64.7, 814.7-46.7, 812.514.0, 812.820.0, 812.642.0, 812.850.0, 813.026.8, 810.952.0, 813.040.0, 812.832.2, 810.961.5, 810.681.2, 810.689.2, 812.6108.9, 812.8111.3, 812.0-2.00%-4.00%1:41.50%1.0%1:31.0%1:4-2.00%-4.00%1.50%1:41:41:41.0%1:31:4R/W109'R/W71'-21.8, 812.9-30.8, 810.7-36.6, 810.7-47.5, 812.9-55.5, 813.0-57.5, 813.0-61.5, 814.4-45.5, 812.914.0, 813.220.0, 812.941.9, 813.249.9, 813.326.8, 811.251.9, 813.339.9, 813.232.1, 811.261.0, 811.183.1, 811.191.1, 813.1111.8, 813.3115.9, 811.9-2.00%-4.00%1:41.50%1.0%1:31.0%1:4-2.00%-4.00%1.50%1:41:41:41.0%1:31:4TE127'R/W112'R/W69'-23.1, 813.2-31.8, 811.0-35.4, 811.0-46.2, 813.2-54.2, 813.3-56.2, 813.4-57.8, 813.9-44.2, 813.214.0, 813.420.0, 813.241.9, 813.249.9, 813.427.1, 811.451.9, 813.439.9, 813.232.7, 811.459.7, 811.485.0, 811.493.0, 813.4114.9, 813.7120.6, 811.8-2.00%-4.00%1:41.50%1.0%1:31.0%1:4-2.00%-4.00%1.50%1:41:41:41.0%1:31:4TE130'R/W115'R/W66'PBWMAFMAFDRSJDP193806597158CROSS SECTIONS100TH STREET S. / 103RD STREET S.154SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1105+00806808810812814816818820822824826806808810812814816818820822824826100TH-103RD1105+50806808810812814816818820822824826806808810812814816818820822824826100TH-103RD1106+00806808810812814816818820822824826806808810812814816818820822824826-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140-24.4, 813.3-32.3, 811.3-33.7, 811.3-44.8, 813.6-52.8, 813.7-54.8, 813.8-55.2, 813.6-42.8, 813.614.0, 813.620.0, 813.341.9, 813.349.9, 813.426.9, 811.651.9, 813.539.9, 813.333.3, 811.659.3, 811.687.0, 811.695.0, 813.6118.0, 813.8124.1, 811.8-2.02%-4.00%1:41.50%1.0%1:31.0%1:4-2.02%-4.00%1.50%1:41:41:41.0%1:31:4TE133'R/W118'R/W62'-25.7, 813.2-32.1, 811.6-33.0, 811.6-43.4, 813.7-51.4, 813.9-53.4, 813.9-54.0, 813.7-41.4, 813.714.0, 813.620.0, 813.341.9, 813.349.9, 813.426.4, 811.751.9, 813.539.9, 813.333.6, 811.759.3, 811.688.9, 811.696.9, 813.6121.1, 813.8127.3, 811.8-2.00%-4.00%1:41.50%1.0%1:31.0%1:4-2.01%-4.00%1.50%1:41:41:41.0%1:31:4TE136'R/W121'R/W59'-27.0, 813.0-32.0, 811.8-32.4, 811.8-42.0, 813.7-50.0, 813.8-52.0, 813.8-52.1, 813.9-40.0, 813.714.0, 813.420.0, 813.141.9, 813.349.9, 813.425.3, 811.851.9, 813.539.9, 813.334.0, 811.859.9, 811.590.8, 811.598.8, 813.5124.3, 813.7128.2, 812.4-2.00%-4.00%1:41.50%1.0%1:31.0%1:4-2.00%-4.00%1.50%1:41:41:41.0%1:31:4R/W56'PBWMAFMAFDRSJDP193806597158CROSS SECTIONS100TH STREET S. / 103RD STREET S.155SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1106+50806808810812814816818820822824826806808810812814816818820822824826100TH-103RD1107+00806808810812814816818820822824826806808810812814816818820822824826100TH-103RD1107+50806808810812814816818820822824826806808810812814816818820822824826-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140-28.2, 812.8-31.7, 811.9-32.6, 811.9-40.7, 813.4-48.7, 813.5-50.7, 813.6-50.7, 813.6-38.7, 813.414.0, 813.120.0, 812.942.0, 813.350.0, 813.523.9, 811.952.0, 813.540.0, 813.334.4, 811.956.6, 812.392.2, 812.3100.2, 814.3125.5, 814.6133.0, 812.1-2.00%-4.00%1:41.50%1.0%1:31.0%1:4-2.00%-4.00%1.50%1:41:41:41.0%1:31:4-29.2, 812.5-31.2, 812.0-34.0, 812.0-40.7, 813.2-48.7, 813.3-50.7, 813.3-50.7, 813.4-38.7, 813.214.1, 812.920.1, 812.642.0, 813.150.0, 813.225.3, 811.352.0, 813.240.0, 813.034.0, 811.356.7, 812.092.1, 812.0100.1, 814.0125.2, 814.3133.7, 811.5-2.00%-4.00%1:41.50%1.0%1:31.0%1:4-2.00%-4.00%1.50%1:41:41:41.0%1:31:4-26.6, 812.8-40.7, 813.0-48.7, 813.1-50.7, 813.114.1, 812.620.1, 812.442.0, 812.850.0, 812.926.2, 810.952.0, 812.940.0, 812.733.7, 810.956.7, 811.792.0, 811.7100.0, 813.7124.8, 814.0133.8, 811.0-2.00%1.0%1.50%1:3-2.00%-4.00%1.50%1:41:41:41.0%1:31:3PBWMAFMAFDRSJDP193806597158CROSS SECTIONS100TH STREET S. / 103RD STREET S.156SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1108+00806808810812814816818820822824806808810812814816818820822824100TH-103RD1108+50804806808810812814816818820822824804806808810812814816818820822824100TH-103RD1109+00804806808810812814816818820822824804806808810812814816818820822824-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140-26.6, 812.6-40.7, 812.7-48.7, 812.9-50.7, 812.914.1, 812.420.1, 812.142.0, 812.550.0, 812.626.1, 810.652.0, 812.640.0, 812.533.3, 810.656.8, 811.591.9, 811.599.9, 813.5124.5, 813.7133.7, 810.6-2.00%1.1%1.50%1:3-2.00%-4.00%1.50%1:41:41:41.0%1:31:4-26.6, 812.3-40.7, 812.5-48.7, 812.6-50.7, 812.714.1, 812.120.1, 811.942.0, 812.250.0, 812.326.7, 810.252.0, 812.440.0, 812.233.0, 810.256.9, 811.292.3, 811.2100.3, 813.2124.1, 813.4132.5, 810.6-2.00%1.3%1.50%1:3-2.00%-4.00%1.50%1:41:41:41.0%1:31:4-26.7, 812.1-40.7, 812.3-48.7, 812.4-50.7, 812.414.1, 811.920.1, 811.642.0, 812.050.0, 812.126.6, 810.052.0, 812.140.0, 811.932.6, 810.057.0, 810.992.7, 810.9100.7, 812.9123.8, 813.1131.3, 810.6-2.00%1.3%1.50%1:3-2.00%-4.00%1.50%1:41:41:41.0%1:31:4PBWMAFMAFDRSJDP193806597158CROSS SECTIONS100TH STREET S. / 103RD STREET S.157SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:05pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2
100TH-103RD1109+50804806808810812814816818820822824804806808810812814816818820822824-100 -90 -80 -70 -60 -50 -40 -30 -20 -10℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140-28.3, 811.8-40.7, 812.0-48.7, 812.1-55.4, 810.614.1, 811.720.1, 811.442.0, 811.850.0, 811.925.9, 810.052.0, 811.940.0, 811.732.2, 810.057.5, 810.693.2, 810.6101.2, 812.6123.5, 812.8130.3, 810.5-2.16%1.4%1.50%1:3-2.00%-4.00%1.50%1:41:41:41.0%1:31:4PBWMAFMAFDRSJDP193806597158CROSS SECTIONS100TH STREET S. / 103RD STREET S.158SHEETOFDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.REVISIONCHECKEDPlot Date: 01/10/2024 - 3:05pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comCOTTAGE GROVE, MNSOUTH DISTRICT STREET & UTILITYIMPROVEMENTS - PHASE 2