8.1. SR 02-20-2018 EOty1� ,.,�� Request for Action
River
To Item Number
Mayor and City Council 8.1
Agenda Section Meeting Date Prepared by
General Business February 20, 2018 Zack Carlton,Planning Manager
Item Description Reviewed by
Resolution: Final Plat Miske Meadows 4th Addition Chris Leeseber , Senior Planner
Reviewed by
Cal Portner, City Administrator
Action Requested
Adopt,by motion, a resolution approving the Final Plat of Miske Meadows Fourth Addition with the
following conditions:
1. A Development Agreement must be signed by the city and developer prior to releasing the final
plat for recording.
2. Park Dedication shall be paid in the amount required by the city when the final plat is released for
recording (currently$1,425.93/lot).
3. Surface Water Management Impact Fee be paid in the amount required by the city when the final
plat is released for recording (currently$240/lot).
4. Water Availability Charge shall be paid in the amount required by the city when the final plat is
released for recording (currently$355/ plumbing unit).
5. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public
improvements.
6. Upon completion of all improvements and acceptance by the city, a security or warranty in a form
acceptable to the city engineer must be secured.
7. Development Plan shall be approved by the city engineer prior to issuance of building permits.
8. Satisfaction of all conditions of the preliminary plat update approved January 16, 2018.
9. Satisfaction of all comments in the comment letter dated February 13, 2018.
10. Staff approval of all updated plans.
11. All mail boxes shall be clustered.
12. Any item or condition found that indicates the site is likely to yield information important to pre-
history or history shall be reported to the city immediately. Further, the city reserves the right to
stop work authorized in its approval until the site is appropriately investigated and work is
authorized.
Background/Discussion
The updated preliminary plat of Miske Meadows was approved on January 16, 2018, and included a total
of 385 buildable parcels. To date, 105 parcels have been final platted, and the current proposal plats
another 72 single-family lots and one outlot which will include a drainage pond maintained by the city.
The proposal also extends Johnson Street south from River Park Third Addition and completes the loop
between Hoover and Edison Streets.
The connection to Sunset Ridge via Lincoln Street is planned as part of the public improvements with
Miske Meadows Fourth Addition. Current plans and staff comments to the developer include removal of
POWERED 6T
A IR
the cul-de-sac at the end of Lincoln Street and constructing the roadway connection to city standard. A
sidewalk along the north side of Lincoln Street to the current construction limits is also included.
Sunset Ridge Connection
The right-of-way for the extension of Lincoln Street was included with the plat of Sunset Ridge and the
connection has always been planned. Staff recommends fully constructing the extension and leaving the
roadway open for use by the public. If the connection is not completed as part of this subdivision, future
construction costs will be assessed to the adjacent property owners. If the Council desires,breakaway
barriers or other access control measures could be used to delay use by the public.
Sherburne County began the Twin Lakes Road Corridor study and the city informed them of the safety
concerns with the intersection of Lincoln and Twin Lakes Road. This study will help determine the best
solution for addressing the safety concerns of residents in the Sunset Ridge development.
Financial Impact
None
Attachments
■ Final Plat Received January 29, 2018
■ Street and Utility Plans dated January 29, 2018
■ Final Plat overlay
■ Staff Comment Letter dated February 13, 2018
■ Final Plat Resolution
N:APublic Bodies\Agenda Packets\02-20-2018\Final\8.1 sr Nfiske 4th-Final.docx
SHEET 1 OF 3 SHEETSMISKE MEADOWS FOURTH ADDITIONCITY OF ELK RIVERCOUNTY OF SHERBURNESAMBATEK, INC.ENGINEERING, PLANNINGAND LAND SURVEYINGSECTION 25, TOWNSHIP 33, RANGE 26,SHERBURNE COUNTY, MINNESOTAVICINITY MAPKNOW ALL PERSONS BY THESE PRESENTS: That RP3, LLC, a Minnesota Limited Liability Company, fee owner of the following described property situated in the County of Sherburne, State ofMinnesota, to wit:Outlot A, MISKE MEADOWS SECOND ADDITION, Sherburne County, Minnesota;AndOutlot B, MISKE MEADOWS THIRD ADDITION, Sherburne County, Minnesota.Has caused the same to be surveyed and platted as MISKE MEADOWS FOURTH ADDITION and does hereby dedicate to the City of Elk River, for public use forever, the public ways as shown onthis plat. Also dedicating to the public for public use forever the easements as shown on the plat for drainage and utility purposes only.In witness whereof said RP3, LLC., has caused these presents to be signed by its proper officer this day of _________________, 20___.RP3, LLCBy: Kent Roessler, Chief ManagerSTATE OF MINNESOTACOUNTY OF The foregoing instrument was acknowledged before me this _______ day of _________________, 20___, by Kent Roessler, Chief Manager of RP3, LLC, a Minnesota Limited Liability Company onbehalf of said company.Notary Public, County, MinnesotaMy Commission Expires I hereby certify that I have surveyed and platted the land, or directly supervised the surveying and platting of the land described on this plat as MISKE MEADOWS FOURTH ADDITION; that thisplat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been correctlyset; as of the date of this certification, all wet lands and water boundaries and all public ways are shown and labeled as defined in Minnesota Statutes 505.01, Subd. 3.Mark R. Salo, Licensed Land SurveyorMinnesota License No. 43933STATE OF MINNESOTACOUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this _______ day of _________________, 20___, by Mark R. Salo, Land Surveyor, Minnesota License No. 43933.Notary Public, County, MinnesotaMy Commission Expires Approved and accepted by the City Council of the City of Elk River, Sherburne County, Minnesota at a meeting held this day of , 20 .MayorAttest: ClerkI hereby certify that proper evidence of title has been presented to and examined by me, and I hereby approve this plat as to form and execution this day of , 20 .Elk River City AttorneyPursuant to Sherburne County Ordinance Number 006, I hereby certify that this plat has been checked and approved as to compliance with Chapter 505, Minnesota Statutesthis day of , 20 .Sherburne County SurveyorI hereby certify that this plat has been reviewed by the office of the County Highway Engineer. Dated this day of , 20 .Sherburne County Highway EngineerI hereby certify taxes payable in the year on lands herein described are paid in full, and there are no delinquent taxes, and that transfer was enteredthis day of , 20 .Sherburne County Auditor/TreasurerI hereby certify that this instrument was filed in the Office of the County Recorder for record on this day of , 20 , at o'clock .M., and was duly recorded asDocument No. .Sherburne County RecorderDENOTES 1/2 INCH BY 14 INCH IRONMONUMENT SET AND MARKED BY LICENSENO. 43933.DENOTES 1/2 INCH IRON MONUMENTFOUND, MARKED BY LICENSE NO. 43933,UNLESS MARKED OTHERWISE.DENOTES FOUND COUNTY CAST IRONMONUMENT.THE WEST LINE OF OUTLOT B, MISKEMEADOWS THIRD ADDITION, IS ASSUMEDTO HAVE A BEARING OF NORTH 00 DEGREES18 MINUTES 17 SECONDS EAST.SITE13TWIN LAKES RD191TH AVE.0SCALE IN FEET120 240SITE40CLEVELAND ST.
SHEET 2 OF 3 SHEETSMISKE MEADOWS FOURTH ADDITIONCITY OF ELK RIVERCOUNTY OF SHERBURNEINSET ABEING 5 FEET IN WIDTH, UNLESS OTHERWISEINDICATED, AND ADJOINING LOT LINES, AND10 FEET IN WIDTH AND ADJOININGRIGHT-OF-WAY LINES, AS SHOWN ON THEPLAT.105510DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:(NOT TO SCALE)DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SETAND MARKED BY LICENSE NO. 43933.DENOTES 1/2 INCH IRON MONUMENT FOUND,MARKED BY LICENSE NO. 43933, UNLESS MARKEDOTHERWISE.THE WEST LINE OF OUTLOT B, MISKE MEADOWSTHIRD ADDITION, IS ASSUMED TO HAVE A BEARINGOF NORTH 00 DEGREES 18 MINUTES 17 SECONDSEAST. (SEE SHEET 1 OF 2 SHEETS)0SCALE IN FEET50 100SAMBATEK, INC.ENGINEERING, PLANNINGAND LAND SURVEYING
SHEET 3 OF 3 SHEETSCITY OF ELK RIVERCOUNTY OF SHERBURNEBEING 5 FEET IN WIDTH, UNLESS OTHERWISEINDICATED, AND ADJOINING LOT LINES, AND10 FEET IN WIDTH AND ADJOININGRIGHT-OF-WAY LINES, AS SHOWN ON THEPLAT.1055DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:(NOT TO SCALE)0SCALE IN FEET60 120MISKE MEADOWS FOURTH ADDITIONINSET BSAMBATEK, INC.ENGINEERING, PLANNINGAND LAND SURVEYINGDENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SETAND MARKED BY LICENSE NO. 43933.DENOTES 1/2 INCH IRON MONUMENT FOUND,MARKED BY LICENSE NO. 43933, UNLESS MARKEDOTHERWISE.THE WEST LINE OF OUTLOT B, RIVER PARK SECONDADDITION, IS ASSUMED TO HAVE A BEARING OFNORTH 00 DEGREES 18 MINUTES 17 SECONDS EAST.10
ProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATDEVELOPER/OWNERPAXMAR3495 NORTHDALE BLVD NW,SUITE 210COON RAPIDS, MN 55448763-753-6176CONTACT: KENT ROESSLERCIVIL ENGINEERSAMBATEK12800 WHITEWATER DRIVE, SUITE 300MINNETONKA, MN 55343TEL 763-476-6010FAX 763-476-8532CONTACT: ERIC LUTH, PELANDSCAPE ARCHITECTSAMBATEK12800 WHITEWATER DRIVE, SUITE 300MINNETONKA, MN 55343TEL 763-476-6010FAX 763-476-8532CONTACT: JOSH MCKINNEY, RLASURVEYORSAMBATEK12800 WHITEWATER DRIVE, SUITE 300MINNETONKA, MN 55343TEL 763-476-6010FAX 763-476-8532CONTACT: MARK SALO, RLSforStreet and Utility PlansMiske Meadows Fourth AdditionPAXMARElk River, MinnesotaPresented by:NO SCALEVICINITY MAPOVERALLSITECONSULTANT CONTACT LIST:C1.01TITLE SHEETWATERMAIN AND SANITARY SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THECITY ENGINEER'S ASSOCIATION OF MINNESOTA STANDARD UTILITIES SPECIFICATIONS(2013).THE 2016 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARDSPECIFICATIONS FOR CONSTRUCTION" AND ALL SUPPLEMENTAL SPECIFICATIONS FORCONSTRUCTION SHALL GOVERN.ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE MOST RECENTEDITION OF THE MN MUTCD INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFICCONTROL ZONE LAYOUTS, ALL TRAFFIC CONTROL DEVICES SHALL HAVERETROREFLECTIVE SHEETING.PERFORM CONSTRUCTION IN ACCORDANCE WITH THE OCCUPATIONAL SAFETY ANDHEALTH ADMINISTRATION (OSHA) LAWS AND REGULATIONS.GOVERNING SPECIFICATIONSBM NO. 1HYDRANT AT THE NORTHWEST CORNER OF THE INTERSECTION OF 190TH LANE NORTHWEST& IVANHOE DRIVETNH ELEV.=942.05BM NO. 2HYDRANT AT THE SOUTHEAST CORNER OF THE INTERSECTION OF IVANHOE DRIVE & FUTUREEDISON STREET NORTHWESTTNH ELEV.=932.17DATUM: NAVD 88BENCHMARKSELK RIVIER CITY ENGINEER - JUSTIN P. FEMRITE, PEAPPROVED FOR CONSTRUCTION:IT IS RECOGNIZED THAT THE DEVELOPER, AND THEIR CONTRACTOR, IS RESPONSIBLE TODELIVER THE PROJECT ACCORDING TO THE REQUIREMENTS OF THE DEVELOPMENTAGREEMENT. IN THE CASE OF CONFLICTING REQUIREMENTS BETWEEN THE DEVELOPERSAGREEMENT AND THE PROJECT SPECIFICATIONS, PROVIDED BY SAMBATEK, THEDEVELOPMENT AGREEMENT SHALL GOVERN.PROJECT NOTECONSTRUCTION STAKES WILL BE PROVIDED ONE TIME. ONCE THE CONTRACTOR HASORDERED AND RECEIVED THE STAKES, IT IS THE CONTRACTORS RESPONSIBILITY TOPROTECT THE STAKES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COSTSINCURRED FOR CONSTRUCTION RE-STAKING. COSTS FOR RE-STAKING WILL BE DEDUCTEDFROM PAYMENT REQUESTS AND WILL BE INDICATED AS SUCH.CONSTRUCTION STAKING NOTECONTRACTORXXXXXXXXXXXXXXXTEL XXX-XXX-XXXXCONTACT: XXXXMISKE MEADOWS4TH ADDITIONSheet List TableSheetNumberSheet TitleC1.01 TITLE SHEETC2.01 EXISTING CONDITIONSC4.01EXISTING GRADING PLAN (FOR REFERENCE)C4.02GRADING DETAILS (FOR REFERENCE)C5.01 EROSION CONTROL PHASE IC5.02 EROSION CONTROL PHASE IIC5.03 EROSION CONTROL DETAILSC6.00 OVERALL UTILITY PLANC6.01FINAL SANITARY SEWER & WATERMAIN PLANC6.02FINAL SANITARY SEWER & WATERMAIN PLANC6.03FINAL SANITARY SEWER & WATERMAIN PLANC7.01STORM SEWER PLAN & PROFILEC7.02STORM SEWER PLAN & PROFILEC8.01FINAL STREET PLAN - 190TH & FILLMOREC8.02FINAL STREET PLAN - JOHNSON & LINCOLNC8.03 FINAL STREET PLAN - JOHNSONC8.04 FINAL STREET PLAN - IVANHOEC9.01 CONSTRUCTION DETAILSC9.02 CONSTRUCTION DETAILSC9.03 CONSTRUCTION DETAILSC9.04 CONSTRUCTION DETAILSELK RIVER PUBLIC SAFETY13077 ORONO PARKWAYELK RIVER, MN 55330763-635-1260CONTACT:RON NIERENHAUSENCABLE COMPANYCHARTER COMMUNICATIONS101 6TH ST NEBUFFALO, MN 55414TEL - 763-682-5982CONTACT- JOSH BINEFELDCONSTRUCTION INSPECTORTEL - 763-635-1053CONTACT: DAN BELAIRJOINT TRENCH CONTRACTORMICHELS CORPORATIONTEL- 920-583-3132CONTACT- BRIAN GORDON & KEN PAYETTEELK RIVER UTILITIES13069 ORONO PARKWAYELK RIVER, MN 55330CONTACT: MARK FUCHS (ELECTRIC)TEL - 763-635-1341FAX - 763-441-2276CONTACT: ERIC VOLK (WATER)TEL - 763-635-1361FAX - 763-441-2276UTILITY LOCATIONMINNESOTAGOPHER STATE ONE CALL(800) 252-1166GAS COMPANY - CENTERPOINT ENERGY700 W LINDEN AVEMINNEAPOLIS, MN 55440TEL- 612-321-5426FAX- 612-321-5480CONTACT- ANDREW BALGOBINTELEPHONE/FIBER COMPANYCENTURY LINK425 MONROE STANOKA, MN 55403TEL - 763-712-5002FAX - 763-712-5023CONTACT: BILL BYERS
3244219458763756121114101381679814215691234512123OUTLOT B176587651234123412345678OUTLOT D1323455126776812543OUTLOT B9321431OUTLOT AOUTLOT AINFILTRATIONBASIN 5BTM: 926.5OUT: 927.5HWL: 932.3EOF: 934.0POND 2NWL: 925.0HWL: 927.6EOF: 928.5BOTOUTHWLINFILTRATIONBASIN 8BTM: 919.0OUT: 920.0HWL: 922.3EOF: 922.5NWL
HWL
' 928948.07HP947.59HP943.71LP16+57.784+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+00927.15
LP
11+90.
0
5
10+00
11+00
935.06LP6+23.651+00
2+00
3+004+005+006+00937.71LP-0+001+002+003+004+005+006+00 7+008+003+30.040+001+002+003+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+00941.82A2NDADD2NDADD0+000+53.01191ST191ST LANEIVANHOE DRIVE NW190TH LANE NWHOOVER S
T
.FILLMORE STREET NWIVANHOE STREET NW
IVANH
O
E190TH LANE NWGRANT STREET NW190TH AVENUE 190THGRANT S
T
R
E
E
T
N
W
IVANHOE STREET NWDRIVENWAVENUENWEXISTINGCONDITIONSSEE MISKE MEADOWS& RIVER PARK FOURTHADDITION MASSGRADING AND EROSIONCONTROL PLANSC2.01ProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACEUTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/ORSUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TOEXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERTAND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.0SCALE IN FEET100 200FOUND MONUMENTSET MONUMENTMARKED LS 47481ELECTRIC METERLIGHTSANITARY SEWERSTORM SEWERWATERMAINFLARED END SECTIONELECTRIC TRANSFORMERAIR CONDITIONERGUY ANCHORHANDICAP STALLUTILITY POLEPOSTSIGNTELEPHONE PEDESTALGAS METEREASEMENT LINESETBACK LINERESTRICTED ACCESSBUILDING LINEBUILDING CANOPYCONCRETE CURBBITUMINOUS SURFACECONCRETE SURFACELANDSCAPE SURFACEDECIDUOUS TREECONIFEROUS TREEOVERHEAD WIRECHAIN LINK FENCEIRON FENCEWIRE FENCEWOOD FENCE
94587637561211141013816798142156912345121231765876512341234123456781438765223451267768125439431INFILTRATIONBASIN 5BTM: 926.5OUT: 927.5HWL: 932.3EOF: 934.0POND 2NWL: 925.0HWL: 927.6EOF: 928.5BOTOUTHWLINFILTRATIONBASIN 8BTM: 919.0OUT: 920.0HWL: 922.3EOF: 922.5NWL
HWL928.9WBPWBPWBPWBPWBPWBPWBPWBPWBPWBP*******948.07HP947.59HP943.71LP16+57.783+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+00927.15
LP
11+90
.
0
5 0+001+002+003+004+008+00
9+00
10+00
11+00
930.3 941.2940.0938.8937.6932.9
930.1
927.3
928.3 941.8940.6939.4938.2933.5
931.6928.5
927.4
929.2
940.55HP940.18HP938.75LP933.12
LP 14+21.830+001+002+003+004+005+006+007+008+009+00
10+00 11+0012+0013+0014+00939.7940.2940.2939.2938.9939.9939.6937.8936.1934.3934.5938.7944.3947.5939.7940.6939.7939.4940.2938.7936.9935.2933.5 933.5936.2941.5946.3935.06LP6+23.651+00
2+00
3+004+005+006+00???944.8
942.8
940.2
937.5935.3935.6938.2943.8
941.5
938.8936.2935.1936.7937.71LP-0+001+002+003+004+005+006+00 7+008+00941.4940.4939.3938.3938.7939.7 940.7941.8940.9939.9938.8937.8938.2939.2 940.2941.2942.8939.34HP937.02LP929.28LP16+79.54-0+34.110+001+002+003+004+005+006+007+008+009+0010+0011+00
12+00 13+0014+0015+0016+00942.6944.3943.9942.8941.7940.6939.5938.4937.3937.4938.4939.3938.0933.9
930.3 929.3931.2935.8940.8943.3942.2941.1940.0938.9937.8937.0937.9938.9939.1936.1
931.8 929.4 929.9933.1938.7942.03+30.040+001+002+003+00943.3943.1944.7946.3947.8947.6946.4945.2944.0944.1945.4946.7947.6945.9943.8943.9945.5947.0948.1947.0945.8944.6943.7946.1947.4947.0944.9112012112212312412512612712812913013113213313413513613713813914014114214314414514614714814915015115215315415515615715815916016116216316416516616716816917017117217317417517617717817918018118218318418518618718818919019119219319419519619719819920020120220320420520620720811+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+00928.5927.7930.5934.8939.6942.1944.2945.8944.7943.2942.6942.1941.6941.1940.6940.1939.2938.3937.4936.5935.8936.2936.7936.3935.8935.3934.2932.5930.5928.8932.4937.4941.0943.2945.2945.5943.9942.8942.4941.8941.4940.8940.4939.6938.8937.8937.0936.0935.9936.5936.6936.0935.6934.7933.5931.5929.5936.74LP3+56.620+001+002+003+00940.0937.3937.8939.2938.3937.1938.5940.0PROTECT EXISTINGPOWER POLES941.82NDADD2NDADD2NDADD WBPWBPWBPWBPWBPWBWBP210211212213214215216217218219220221222223224225226227228229230231232233234235236237238239240241242243244245246247248249250251252253332333334335336337338340341342343345344346347348349350 351209A209B225B225A2090+001+002+003+004+005+006+006+61.270+001+002+00
3+00
4+00
5+00
5+51.
8
7
0+000+31.440+001+001+17.670+001+002+003+004+004+26.720+000+53.01E D IS O N S T N W
GRANT ST NWFILLMORE ST NW190TH LN NW190TH AVE NW190TH AVE NWJOHNSON ST NWEDISON ST NWJOHNSONST NWLINCOLNST NWIVANHOE STREET NWEDIIVANHOE DR NWTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITYLEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINESFOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/ORSUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCINGWORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTORAND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BEOCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES(UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEERWITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLEDWITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICTWITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.EXISTINGGRADING PLAN(FORREFERENCE)0SCALE IN FEET100 200LIMITS OF DISTURBANCEOVERFLOW ELEV.CONTOURRIP RAPSOIL BORINGSEXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDRAINTILELEGENDEOF902.5D902SEE MISKE MEADOWS& RIVER PARK FOURTHADDITION MASSGRADING AND EROSIONCONTROL PLANSC4.01ProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATFUTURE
2938.75LP3+00939.26+23.650???21545THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACEUTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/ORSUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TOEXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERTAND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.GRADINGDETAILS (FORREFERENCE)C4.02ProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLAT1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS SHOWN ARE TO FINISHED GRADE.2. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIESDURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANYDAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.3. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETYOF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPERTO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OFTHE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE.4. CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THEOWNER'S GEOTECHNICAL ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S GEOTECHNICALENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONSWITH THE GEOTECHNICAL ENGINEER.TWO GEOTECHNICAL ENGINEERING SOILS REPORTS HAVE BEEN COMPLETED BY:COMPANY: NORTHERN TECHNOLOGIES, INC.ADDRESS:14000 SUNFISH LAKE BLVD, SUITE MRAMSEY, MN 55303PHONE: 763-433-9175DATED: 12/30/2003CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT.5. CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION.6. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL SHALL BE PERFORMED ON THE STREET AREA SUBGRADE.CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLINGSHALL BE AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BYTHE GEOTECHNICAL ENGINEER. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THEREQUIREMENTS OF THE GEOTECHNICAL ENGINEER.7. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOTPASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TOTHE OWNER.8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROLTHE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATEMINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.9. EXISTING TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OFPRIME CONCERN TO THE CONTRACTOR'S OPERATIONS AND SHALL BE A RESTRICTED AREA. CONTRACTOR SHALL PROTECTTREES TO REMAIN AT ALL TIMES. EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREES ANDEXTREME CAUTION SHALL BE EXERCISED WHEN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREEBRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, CONTRACTOR SHALLOBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OFOPERATION. SHOULD CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBSSHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGETO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMINGSERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BEMADE.9.a. RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE DESIGNATED CONSTRUCTIONZONE. ALL VEGETATION WITHIN THE RESTRICTED AREAS SHALL REMAIN.9.b. CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THEPLANS. ACTIVITIES WITHIN THE CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TOSAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER.9.c. ALL RESTRICTED AREAS SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEELSTAKES AS SHOWN ON THE TREE PROTECTION DETAIL. AT NO TIME SHALL THIS FENCING BE REMOVED ORACTIVITY OF ANY KIND TAKE PLACE WITHIN IT. FINAL PLACEMENT OF ALL PROTECTIVE FENCING SHALL BECOMPLETE BEFORE ANY WORK COMMENCES ON-SITE.10. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ONTHE SITE. CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESSTOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS.CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4 INCHES. RESPREADTOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES. TOPSOIL CANNOT BE USEDAS FILL UNDER TRAILS OR SIDEWALKS.11.TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, CONTRACTOR SHALL COMPLETE “TRENCH BORROW”EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TREES SHALL NOT BEREMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THE EXCAVATIONSHALL COMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMITSHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWARDFROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BE BACKFILLED TO THEPROPOSED FINISHED GRADE ELEVATION, AND SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THEQUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT SPECIFICATION 2105.3F2. SNOW FENCE SHALL BE FURNISHEDAND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA WHERE THE SLOPES EXCEED 2 FOOT HORIZONTALTO 1 FOOT VERTICAL (2:1).12. FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING,INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES,WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS ANDEXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENTCONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED, ERODED OR HASSETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTOREDTO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.13. TOLERANCES13.a. THE RESIDENTIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT ISMADE.13.b. THE STREET AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE,OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.13.c. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THEREQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.13.d. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, CONTRACTOR SHALLTRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLEMATERIAL TO THE SITE.15. LOCATION OF HAUL ROADS OVER EXISTING UTILITIES ARE SHOWN ON THE EROSION CONTROL PLANS. IN ALL OTHERAREAS, CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETETHE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL “SITEMAP”. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY.CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACHGOVERNING AUTHORITY OF EACH ROADWAY.16. DISTURBED AREAS WITHIN WETLAND MITIGATION SITE AND ANY DISTURBED AREAS WITHIN THE WETLAND SHALL BERESTORED WITH 6 TO 12 INCHES OF ORGANIC SOILS, PREFERABLY SOILS THAT WERE PREVIOUSLY REMOVED FROMWETLAND AREAS. SEEDING IN THE WETLAND MITIGATION AREAS ABOVE THE NORMAL WATER LEVEL SHALL BE MNSTATE SEED MIX 34-271, WET MEADOW SOUTH AND WEST, OR APPROVED EQUAL. FOR STATE SEED MIXES, OATS ANDWINTER WHEAT SHOULD BE SELECTED BASED ON THE TIME OF YEAR THAT THE MIX IS BEING USED. OATS SHOULD BEINCLUDED IN MIXES IF BEING USED BETWEEN OCTOBER 15TH AND AUGUST 1ST. WINTER WHEAT SHOULD BE USEDBETWEEN AUGUST 1ST AND OCTOBER 15TH. THE SEEDING RATE IS THE SAME FOR OATS AND WINTER WHEAT. MIX34-271 SHOULD BE APPLIED AT 12 POUNDS PER ACRE. SEED SHALL BE WATERED UNTIL A HEALTHY STAND OFVEGETATION IS OBTAINED.17. FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES AND DATASHEET 79G.18. RETAINING WALL(S) SHALL BE CONSTRUCTED OF BOULDER MATERIAL. CONTRACTOR SHALL SUBMIT TO THE ENGINEERAND LOCAL AUTHORITY CERTIFIED ENGINEERING DRAWINGS, DESIGN CALCULATIONS AND SOIL BORINGS. THE CERTIFIEDENGINEER FOR THE RETAINING WALL(S) SHALL PROVIDE CONSTRUCTION OBSERVATIONS OF THE RETAINING WALLIMPROVEMENT, AND A LETTER CERTIFYING THE INSTALLATION OF THE WALL(S) WAS CONSTRUCTED IN CONFORMANCEWITH THE PLANS AND SPECIFICATIONS.19. GRADING PAD TYPE DESIGNATION SHALL NOT RESTRICT BUILDING TYPE SO LONG AS RESTRICTED LOW FLOOR, LOW OPENINGS,EMERGENCY OVERFLOW AND DRAINAGE PATTERN ARE PRESERVED.GRADING NOTESNOTES:1. PROVIDE SEPARATION FROM WALKOUT ELEVATION OR EXPOSED OPENING TO FINISHED GRADE AS SHOWN IN EACH DETAIL.2. THE DESIGNATED HOLD DOWN SHALL BE COMPLETED ACROSS THE ENTIRE WIDTH OF THE LOT (SIDE LOT LINE TO SIDE LOT LINE).3. SOIL CORRECTION FOR EACH BUILDING PAD SHALL AS A MINIMUM BE COMPLETED THE FULL WIDTH OF THE LOT (SIDE LOT LINE TO SIDE LOT LINE). ONCORNER LOTS, SOIL CORRECTION FOR EACH BUILDING PAD SHALL BE COMPLETED ALONG BOTH SIDES OF THE LOT, TO ALLOW HOME TO BE CONSTRUCTEDALONG ENTIRE FRONTAGE.4. SOME BUILDING PADS MAY BE GREATER THAN 60 (80 FOR SOG) FEET IN DEPTH (FROM FRONT TO BACK) AS SHOWN ON THE GRADING PLAN. CONTRACTORTO CONTACT ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION TO REVIEW THIS ITEM.5. FOR PAD TYPES CONTAINING TWO HOUSE TYPES, THE PAD SHOULD BE HELD DOWN ACCORDING TO THE FIRST LISTED. (IE. A PAD SHOWING LO/SLWO SHALLBE HELD DOWN ACCORDING TO A LOOKOUT (LO) HOUSE TYPE.)6. FINISHED GRADE SHALL BE ESTABLISHED TO THE 10' FRONT EASEMENT LINE BEFORE STARTING THE PAD HOLD DOWN FOR ALL LOTS.7. PROVIDE DRAINAGE FOR ALL PADS. IF NECESSSARY, CUT TRENCH TO DRAIN PAD TO THE FRONT OR REAR YARD.35'25'5'25' SETBACK5'0.5' TOPSOIL0.5' TOPSOIL2' HOLD DOWN35'25'5'25' SETBACK5'0.5' TOPSOIL0.5' TOPSOIL2' HOLD DOWN218.0'5.0'N.T.S.1:1 SLOPECOMPACTEDSTRUCTURALBACKFILLEXCAVATED SOILMATERIAL ASREQUIRED BY SOILSENGINEERBACKFILL WITHORGANIC ORUNSTABLEMATERIALBOTTOM OFUNSTABLE SOILFINISHED GRADEEXISTING GRADECONTRACTOREXCAVATIONOR FILL LIMIT34'1' TYPICALSTREET SECTIONDEPTH = 12"2.0%2.00%TYPICAL STREET GRADING DETAILFULL BASEMENT (FB)LOOKOUT (LO)WALKOUT (WO)SPLIT LEVEL (SL)SPLIT LEVEL WALKOUT (SLWO)*1' GARAGE DROP**2' GARAGE DROPEXISTING CONTOUR100' CENTERLINE STATIONN.T.S.TYPICAL SINGLE FAMILY LOT GRADING DETAILTYPICAL SINGLE FAMILY WALKOUT (WO) BUILDING PAD GRADING DETAILN.T.S.TYPICAL SINGLE FAMILY LOOKOUT (LO) BUILDING PAD GRADING DETAILN.T.S.COMPANY: HAUGO GEOTECHNICAL SERVICES, LLCADDRESS:2825 CEDAR AVE SOUTHMINNEAPOLIS, MN 55407PHONE: 612-729-2959DATED: 6/6/2016435'25'5'25' SETBACK5'0.5' TOPSOIL2' HOLD DOWN0.5' TOPSOILTYPICAL SINGLE FAMILY FULL BASEMENT (FB) BUILDING PAD GRADING DETAILN.T.S.0.5' TOPSOIL
SCALE IN FEET0 10050 Jan 29, 2018 - 3:37pm - User:mquach L:\PROJECTS\20460.05\CAD\Civil\Sheets\20460.05 - C5-EROS.dwgC5.01EROSIONCONTROLPHASE IProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATDIRECTION OFOVERLAND FLOWLIMITS OF DRAINAGESUB-BASININLET PROTECTION DEVICE 1INLET PROTECTION DEVICE 2TEMPORARY STONECONSTRUCTION ENTRANCELIMITS OF DISTURBANCEOVERFLOW ELEV.CONTOURRIP RAPSILT FENCESOIL BORINGSEXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDRAINTILETHE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THESWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILEDWITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDINGTHE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDEADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPSDESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICEOF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLANSHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER,TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTIONREQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE.EROSION CONTROL MATERIALSQUANTITIESITEMUNITQUANTITYSILT FENCE LINEAR FEET 1259CONSTRUCTION ENTRANCEUNIT4INLET PROTECTION DEVICE (IP-1)UNIT2INLET PROTECTION DEVICE (IP-2)UNIT3SILT DIKELEGENDNOTE TO CONTRACTORIP-1EOF902.5DTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.902* REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCENOTES, LOCATION MAPS, AND STANDARD DETAILSINLET PROTECTION DEVICE 3
SCALE IN FEET0 10050 Jan 29, 2018 - 3:37pm - User:mquach L:\PROJECTS\20460.05\CAD\Civil\Sheets\20460.05 - C5-EROS.dwgC5.02EROSIONCONTROLPHASE IIProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATDIRECTION OFOVERLAND FLOWLIMITS OF DRAINAGESUB-BASININLET PROTECTION DEVICE 1INLET PROTECTION DEVICE 2TEMPORARY STONECONSTRUCTION ENTRANCELIMITS OF DISTURBANCEOVERFLOW ELEV.CONTOURRIP RAPSILT FENCESOIL BORINGSEXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDRAINTILETHE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THESWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILEDWITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDINGTHE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDEADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPSDESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICEOF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLANSHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER,TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTIONREQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE.EROSION CONTROL MATERIALSQUANTITIESITEMUNITQUANTITYSILT FENCE LINEAR FEET 1259CONSTRUCTION ENTRANCEUNIT4INLET PROTECTION DEVICE (IP-1)UNIT18INLET PROTECTION DEVICE (IP-2)UNIT16INLET PROTECTION DEVICE (IP-3)UNIT4SILT DIKELEGENDNOTE TO CONTRACTORIP-1EOF902.5DTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.902* REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCENOTES, LOCATION MAPS, AND STANDARD DETAILSINLET PROTECTION DEVICE 3
Jan 29, 2018 - 3:37pm - User:mquach L:\PROJECTS\20460.05\CAD\Civil\Sheets\20460.05 - C5-EROS.dwgC5.03EROSIONCONTROLDETAILSProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATDEVELOPER/OWNER:PAXMAR3495 NORTHDALE BLVD NW, SUITE 210COON RAPIDS, MN 55448763-753-6176SITE OPERATOR / GENERAL CONTRACTORSUPERINTENDENT:NOT TO SCALEEROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP"SITE LOCATION MAPNOT TO SCALEUSGS MAPGET MAP FROM HEREGET MAP FROM HERESITESITEALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONALCONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUSTROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:1. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE HEIGHT OF THE FENCE.THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS.2. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PARTIV.D. OF THE GENERAL PERMIT).3. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. CONTRACTORMUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZETHE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESSPRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL ANDSTABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE ANDFEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK.4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BEREMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART IV.C.6 OF THE GENERALPERMIT.5. CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSIONPREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEEHAS ASSUMED CONTROL (ACCORDING TO PART II.B.5 OF THE MPCA GENERAL PERMIT) OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HASUNDERGONE FINAL STABILIZATION, AND A (N.O.T.) HAS BEEN SUBMITTED TO THE MPCA.6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZEOFF-SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLICSTREETS).7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESEAREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA.1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONALSTANDARD SPECIFICATIONS AND SAMBATEK STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY.2. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN-ESC PLAN), THE STANDARD DETAILS,THE PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS.3. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALLCONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTANATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THE CONTENTS. THE SWPPP AND ALL OTHER RELATEDDOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. (NOTE TO THE PREPARER: EDIT APPLICATION PROCESS PER PROJECT REQUIREMENTS)4. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. CONTRACTOR SHALL OVERSEE THE INSPECTION &MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES,AND THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BEIMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. (NOTE TO THE PREPARER: REVISE INSPECTIONRESPONSIBILITY PER OPTIONS IN SWPPP NARRATIVE (SECTION 02370))5. CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART III.A.2 OF THE GENERAL PERMIT.6. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONALCONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER.7. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BEMAINTAINED ON SITE AT ALL TIMES.8. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWNON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBINGACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE.9. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANINGAREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES.10. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED ANDPROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE.11. ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. THELIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLIDWASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORMCONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. SELF-CONTAINED CONCRETE WASHOUTS ON CONCRETE DELIVERY TRUCKS ARE ALLOWED.12. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL ORCHEMICAL SPILLS AND LEAKS.13. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.14. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTESMUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS.15. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKSOR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE INCOMPLIANCE WITH MPCA REGULATIONS.16. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOILDISTURBING ACTIVITIES UPSLOPE.17. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE INACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 21-111 OR 21-112 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDINGMETHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOTSPECIFICATION SECTION 2575.3C1. ALTERNATIVELY, HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3E MAY BE USED IN PLACE OFTEMPORARY MULCH.18. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED INACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR BASIN SEEDING PLAN FOR VEGETATIVE COVER.19. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BEUSED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, ORDRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY.20. ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE ANDBORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS.21. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATERCONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES.22. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION.23. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILTFENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION.24. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OFGRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION.GENERAL EROSION NOTES:MAINTENANCE NOTES:TESITHEREHEHHHEHHEHHEREHEREHHHHHHHHEREHEEEEEEEREEEEEREREEEEEEEEEEREEEREEERRERRRRERRRRRRRERRRERRRRRRRRERRRRREEEEEEEEEEEEEEEEEEEEEHP PPPFROMMMMMMMM PFROMMMMMGET GGETGGGGEGGGGGETGGGEGGGGETGGGETGGGETGGGGGGGGGGGGETGETGGGGGGGGGGGGGGGGGGEGEEEETEEETEEETEEEEEEEEETEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTMAPMAMMAMMMMMMMMMMMMMMMMMMMMMMMAMMMMMMMMMMMMMMMMAMMMMMMMAMMAMMMMMMMMMMMMMMMMMMMMMMMMAMMMMMMMMMMMMMMMMMMMMMMMMMAMMAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAT MAPMMMMMMMMMAAAAAAAPGGGGGGGGGGGINLET PROTECTION FOR CATCH BASIN (IP-2)8' X 8' MIN OR ASREQUIRED TOCONTAIN WASTECONCRETESIGN TO INDICATE THE LOCATION OFTHE CONCRETE WASHOUT AREA2'-0" MINBERM AROUND PERIMETERGROUND SURFACE12" MIN12" MINCOMPACTED EMBANKMENTMATERIAL (TYP.)3:1 OR FLATTERSIDE SLOPESNOTES:1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENTON SITE.2. CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTICLINER.3. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA ISOFF PAVEMENT.4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA,AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THECONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.5. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUTAS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.6. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITEAND DISPOSED OF AT AN ACCEPTED WASTE SITE.7. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BESEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THECITY.NOT TO SCALECONCRETE WASHOUT AREACROSS BRACE2" X 4" STAKEDROP INLETWITH GRATE2" X 4" WOOD(TYP.)5' MIN.SECURELY FASTEN OVERLAPPINGENDS OF SILT FENCE MATERIALTO ADJACENT STAKES WITHTHREE WIRE TIES OR OTHERFASTENERSATTACH THE WOVEN WIREFENCE TO EACH POST WITHTHREE WIRE TIES OR OTHERFASTENERS (SEE NOTE 1)1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE(SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OFTHE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTUREAT LEAST 1" VERTICALLY APART.2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPEDACROSS TWO POSTS.3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTSMAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BECONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THEHEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE.4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT.OVERLAP5' MIN.SILT FENCE MATERIAL TO BEFASTENED SECURELY TO WOVENWIRE FENCE WITH THREE TIESSPACED AT 30" ON CENTER (SEENOTE 1)WOVEN WIREFENCE WITH SILTFENCE MATERIALCOVEREXTEND WIRE FENCEA MIN. OF 3" INTOGROUNDEXTEND SILT FENCEMATERIAL A MIN. OF1'-0" INTO GROUNDSILT FENCE INLET PROTECTION (IP-1)NOT TO SCALEPOSTS: 2 X 4 WOODEN STAKE FENCE:WOVEN WIRE, 14-1/2 GA., 6" MAX. MESHOPENING FABRIC: IN ACCORDANCE WITHASTM D 6461 LATEST EDITION.FRAME27" INFRASAFE SEDIMENT CONTROL BARRIER (IP-3)SEE DETAIL SHEET C9.03 SEE DETAIL SHEET C9.03ROCK CONSTRUCTION ENTRANCESEE DETAIL SHEET C9.03SILT FENCESEE DETAIL SHEET C9.03
SCALE IN FEET0 200100ProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATC6.00OVERALLUTILITY PLANLEGENDEASEMENTWATERMAINSANITARY SEWEREXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDSSDSSFUTURE1. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE"STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA(CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS.1.1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY REQUIREMENTS.1.2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO ORTAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANYADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THEPUBLIC ARE THE LIABILITY OF CONTRACTOR.1.3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARATION OF 10-FEETBETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING,STORM AND SANITARY) CROSSINGS.2. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN.2.1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY.2.2. ALL SANITARY SEWER TO BE PVC SDR-35 OR PVC SDR-26, UNLESS NOTED OTHERWISE.2.2.1. ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE PVC SDR 26 CONFORMING TO ASTMD2665.2.3. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, UNLESS NOTED OTHERWISE.2.3.1. ALL WATERMAIN TO HAVE 7.5-FEET OF COVER OVER TOP OF WATERMAIN.2.3.2. PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAINJOINTS PER CITY STANDARDS.2.4. FLEX-A-MAT OR APPROVED EQUAL SHALL BE USED AT ALL FLARED END OUTLETS.3. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENTPROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELYRESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTIONPHASES OF THIS PROJECT.4. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTIONPRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOBSITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THISREQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTYOF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'SPERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF CONTRACTOR'S SAFETYMEASURES IN, ON OR NEAR THE CONSTRUCTION SITE.5. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BERESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THESOD.6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCHAS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THEMOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATEMINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.7. ALL TRENCH COMPACTION TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER.EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED ASREQUIRED BY THE GEOTECHNICAL ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITHTHE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED TRENCH COMPACTION TESTS AND GEOTECHNICAL INSPECTIONS WITH THEGEOTECHNICAL ENGINEER.A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY:COMPANY: HAUGO GEOTECHNICALADDRESS: 13570 GROVE DRIVE #278, MAPLE GROVE, MN 55311PHONE: 651-544-4829DATED: 6/6/2016CONTRACTOR SHALL OBTAIN A COPY OF THIS GEOTECHNICAL REPORT.8. CONTRACTOR SHALL SUBMIT A COPY OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUCTURESTO THE ENGINEER (ERIC LUTH, ELUTH@SAMBATEK.COM). CONTRACTOR SHALL ALLOW 5 WORKING DAYSFOR SHOP DRAWING REVIEW.9. DO NOT INSTALL ROD EXTENSIONS IN ANY OF THE VALVE BOXES.UTILITY CONSTRUCTION NOTESSEE SHEET C6.01SEE SHEET C6.02SEE SHEET C6.03
C6.01FINAL SANITARYSEWER &WATERMAINPLANEASEMENTWATERMAINSANITARY SEWEREXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDSSLEGENDFILMORE STREET NWProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATDSSFUTURESCALE IN FEET010050SCALEHORIZONTAL: 1"=50'VERTICAL: 1"=10'
ProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATC6.02FINAL SANITARYSEWER &WATERMAINPLANJOHNSON STREET NWEASEMENTWATERMAINSANITARY SEWEREXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDSSLEGENDDSSFUTURESCALE IN FEET0 10050SCALEHORIZONTAL: 1"=50'VERTICAL: 1"=10'
ProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATC6.03FINAL SANITARYSEWER &WATERMAINPLANJOHNSON STREET NWEASEMENTWATERMAINSANITARY SEWEREXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDSSLEGENDDSSFUTURESCALE IN FEET0 10050SCALEHORIZONTAL: 1"=50'VERTICAL: 1"=10'IVANHOE STREET NWSCALE IN FEET0 10050
SCALE IN FEET0 10050C7.01STORM SEWERPLAN & PROFILEEASEMENTWATERMAINSANITARY SEWEREXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDSSLEGENDProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATDSSFUTURESTORM1400STORM 1400 - 1405STORM 1403 - 1406 STORM 1402 - 1407SCALEHORIZONTAL: 1"=50'VERTICAL: 1"=10'
SCALE IN FEET0 10050ProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATC7.02STORM SEWERPLAN & PROFILELEGENDEASEMENTWATERMAINSANITARY SEWEREXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDSSDSSFUTURESTORM1500 & 3500STORM 3500 STORM 1500STORM 500SCALE IN FEET0STORM 500SCALEHORIZONTAL: 1"=50'VERTICAL: 1"=10'SCALEHORIZONTAL: 1"=50'VERTICAL: 1"=10'10050
SCALE IN FEET0 10050C8.01FINAL STREETPLAN - 190TH &FILLMOREFORCEMAIN (SAN.)EASEMENTWATERMAINSANITARY SEWEREXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDSSSLSLEGEND190TH LN NW / FILLMORE STProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATDSSSLSFUTUREA. BEGIN SURMOUNTABLE CURB AND GUTTERB. END SURMOUNTABLE CURB AND GUTTERC. PEDESTRIAN CURB RAMPD. CROSSWALK STRIPINGE. PEDESTRIAN CROSSING SIGNF. B618 CURB (PER DETAIL 200 SHEET C9.04)G. SEE DETAIL 2005 SHEET C9.04KEY NOTESCONCRETE SIDEWALKSTREET LIGHT1. STATIONING REFERS TO STREET CENTERLINE.2. ALL SPOT ELEVATIONS ARE TO GUTTER UNLESS OTHERWISE NOTED.3. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.4. SEE GRADING PLAN FOR PROPOSED SPOT ELEVATIONS IN PRIVATE DRIVEWAYS.5. TACK FACE OF EXISTING CURB PRIOR TO PAVING.6. RELOCATE SIGNS AND UTILITIES AS REQUIRED.7. ALL EXCESS MATERIAL FROM THE CONSTRUCTION SHALL BE REMOVED FROM THE SITE BY THECONTRACTOR.8. STANDING WATER SHALL NOT BE ALLOWED WITHIN THE STREET SUBGRADE. CONTRACTOR SHALLPROVIDE TEMPORARY DRAINAGE OR PUMP OUT WATER FOUND IN THE SUBGRADE WITHIN 24HOURS OF A RAIN EVENT.9. ALL CASTINGS (MANHOLES AND VALVE BOXES) MUST BE ADJUSTED TO 1/2" BELOW THE FINISHEDASPHALT BASE COURSE ELEVATION BEFORE PAVING OF THE ASPHALT BASE. NO CUTS WILL BEALLOWED IN THE NEW PAVEMENT TO ADJUST THE CASTINGS TO GRADE. ADJUSTMENTS TO MEETTHE FINAL WEAR COURSE ELEVATION WILL BE ACCOMPLISHED USING GLUE IN STEEL ADJUSTMENTRINGS. THE CITY WILL IMPOSE A $1,000 FINE TO THE DEVELOPER FOR EVERY PATCH LOCATIONNEEDED IN THE BASE COURSE PAVEMENT.10. ALL MAILBOXES SHALL BE CLUSTERED.STREET CONSTRUCTION NOTESSCALEHORIZONTAL: 1"=50'VERTICAL: 1"=10'
SCALE IN FEET0 10050ProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATC8.02FINAL STREETPLAN -JOHNSON &LINCOLNLEGENDJOHNSON ST NWFORCEMAIN (SAN.)EASEMENTWATERMAINSANITARY SEWEREXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDSSSLSDSSSLSFUTUREA. BEGIN SURMOUNTABLE CURB AND GUTTERB. END SURMOUNTABLE CURB AND GUTTERC. PEDESTRIAN CURB RAMPD. CROSSWALK STRIPINGE. PEDESTRIAN CROSSING SIGNF. B618 CURB (PER DETAIL 200 SHEET C9.04)G. SEE DETAIL 2005 SHEET C9.04KEY NOTESCONCRETE SIDEWALKSTREET LIGHT1. STATIONING REFERS TO STREET CENTERLINE.2. ALL SPOT ELEVATIONS ARE TO GUTTER UNLESS OTHERWISE NOTED.3. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.4. SEE GRADING PLAN FOR PROPOSED SPOT ELEVATIONS IN PRIVATE DRIVEWAYS.5. TACK FACE OF EXISTING CURB PRIOR TO PAVING.6. RELOCATE SIGNS AND UTILITIES AS REQUIRED.7. ALL EXCESS MATERIAL FROM THE CONSTRUCTION SHALL BE REMOVED FROM THE SITE BY THECONTRACTOR.8. STANDING WATER SHALL NOT BE ALLOWED WITHIN THE STREET SUBGRADE. CONTRACTOR SHALLPROVIDE TEMPORARY DRAINAGE OR PUMP OUT WATER FOUND IN THE SUBGRADE WITHIN 24HOURS OF A RAIN EVENT.9. ALL CASTINGS (MANHOLES AND VALVE BOXES) MUST BE ADJUSTED TO 1/2" BELOW THE FINISHEDASPHALT BASE COURSE ELEVATION BEFORE PAVING OF THE ASPHALT BASE. NO CUTS WILL BEALLOWED IN THE NEW PAVEMENT TO ADJUST THE CASTINGS TO GRADE. ADJUSTMENTS TO MEETTHE FINAL WEAR COURSE ELEVATION WILL BE ACCOMPLISHED USING GLUE IN STEEL ADJUSTMENTRINGS. THE CITY WILL IMPOSE A $1,000 FINE TO THE DEVELOPER FOR EVERY PATCH LOCATIONNEEDED IN THE BASE COURSE PAVEMENT.10. ALL MAILBOXES SHALL BE CLUSTERED.STREET CONSTRUCTION NOTESLINCOLN ST NWSCALEHORIZONTAL: 1"=50'VERTICAL: 1"=10'SCALEHORIZONTAL: 1"=50'VERTICAL: 1"=10'
SCALE IN FEET0 10050ProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATC8.03FINAL STREETPLAN -JOHNSONLEGENDJOHNSON ST NWFORCEMAIN (SAN.)EASEMENTWATERMAINSANITARY SEWEREXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDSSSLSDSSSLSFUTUREA. BEGIN SURMOUNTABLE CURB AND GUTTERB. END SURMOUNTABLE CURB AND GUTTERC. PEDESTRIAN CURB RAMPD. CROSSWALK STRIPINGE. PEDESTRIAN CROSSING SIGNF. B618 CURB (PER DETAIL 200 SHEET C9.04)G. SEE DETAIL 2005 SHEET C9.04KEY NOTESCONCRETE SIDEWALKSTREET LIGHT1. STATIONING REFERS TO STREET CENTERLINE.2. ALL SPOT ELEVATIONS ARE TO GUTTER UNLESS OTHERWISE NOTED.3. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.4. SEE GRADING PLAN FOR PROPOSED SPOT ELEVATIONS IN PRIVATE DRIVEWAYS.5. TACK FACE OF EXISTING CURB PRIOR TO PAVING.6. RELOCATE SIGNS AND UTILITIES AS REQUIRED.7. ALL EXCESS MATERIAL FROM THE CONSTRUCTION SHALL BE REMOVED FROM THE SITE BY THECONTRACTOR.8. STANDING WATER SHALL NOT BE ALLOWED WITHIN THE STREET SUBGRADE. CONTRACTOR SHALLPROVIDE TEMPORARY DRAINAGE OR PUMP OUT WATER FOUND IN THE SUBGRADE WITHIN 24HOURS OF A RAIN EVENT.9. ALL CASTINGS (MANHOLES AND VALVE BOXES) MUST BE ADJUSTED TO 1/2" BELOW THE FINISHEDASPHALT BASE COURSE ELEVATION BEFORE PAVING OF THE ASPHALT BASE. NO CUTS WILL BEALLOWED IN THE NEW PAVEMENT TO ADJUST THE CASTINGS TO GRADE. ADJUSTMENTS TO MEETTHE FINAL WEAR COURSE ELEVATION WILL BE ACCOMPLISHED USING GLUE IN STEEL ADJUSTMENTRINGS. THE CITY WILL IMPOSE A $1,000 FINE TO THE DEVELOPER FOR EVERY PATCH LOCATIONNEEDED IN THE BASE COURSE PAVEMENT.10. ALL MAILBOXES SHALL BE CLUSTERED.STREET CONSTRUCTION NOTESSCALEHORIZONTAL: 1"=50'VERTICAL: 1"=10'
SCALE IN FEET0 10050ProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATC8.04FINAL STREETPLAN - IVANHOELEGENDIVANHOE ST NWFORCEMAIN (SAN.)EASEMENTWATERMAINSANITARY SEWEREXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDSSSLSDSSSLSFUTUREA. BEGIN SURMOUNTABLE CURB AND GUTTERB. END SURMOUNTABLE CURB AND GUTTERC. PEDESTRIAN CURB RAMPD. CROSSWALK STRIPINGE. PEDESTRIAN CROSSING SIGNF. B618 CURB (PER DETAIL 200 SHEET C9.04)G. SEE DETAIL 2005 SHEET C9.04KEY NOTESCONCRETE SIDEWALKSTREET LIGHT1. STATIONING REFERS TO STREET CENTERLINE.2. ALL SPOT ELEVATIONS ARE TO GUTTER UNLESS OTHERWISE NOTED.3. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.4. SEE GRADING PLAN FOR PROPOSED SPOT ELEVATIONS IN PRIVATE DRIVEWAYS.5. TACK FACE OF EXISTING CURB PRIOR TO PAVING.6. RELOCATE SIGNS AND UTILITIES AS REQUIRED.7. ALL EXCESS MATERIAL FROM THE CONSTRUCTION SHALL BE REMOVED FROM THE SITE BY THECONTRACTOR.8. STANDING WATER SHALL NOT BE ALLOWED WITHIN THE STREET SUBGRADE. CONTRACTOR SHALLPROVIDE TEMPORARY DRAINAGE OR PUMP OUT WATER FOUND IN THE SUBGRADE WITHIN 24HOURS OF A RAIN EVENT.9. ALL CASTINGS (MANHOLES AND VALVE BOXES) MUST BE ADJUSTED TO 1/2" BELOW THE FINISHEDASPHALT BASE COURSE ELEVATION BEFORE PAVING OF THE ASPHALT BASE. NO CUTS WILL BEALLOWED IN THE NEW PAVEMENT TO ADJUST THE CASTINGS TO GRADE. ADJUSTMENTS TO MEETTHE FINAL WEAR COURSE ELEVATION WILL BE ACCOMPLISHED USING GLUE IN STEEL ADJUSTMENTRINGS. THE CITY WILL IMPOSE A $1,000 FINE TO THE DEVELOPER FOR EVERY PATCH LOCATIONNEEDED IN THE BASE COURSE PAVEMENT.10. ALL MAILBOXES SHALL BE CLUSTERED.STREET CONSTRUCTION NOTESSCALEHORIZONTAL: 1"=50'VERTICAL: 1"=10'
ProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATC9.01CONSTRUCTIONDETAILSSCDNSRDAPCSI rspoIfpMREC
ProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATC9.02CONSTRUCTIONDETAILSW-0905/06NO SCALENOTES:1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS.2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVESAND HYDRANTS.3. THRUST BLOCKING AT ALL TEES, BENDS AND ATCERTAIN HYDRANTS.N.T.S.09TYPICAL MEGALUG LOCATIONW05NOLEPCMMFACP3SCS.
ProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATC9.03CONSTRUCTIONDETAILS*OR APPROVED EQUAL(IP2)27" INFRASAFE SEDIMENT CONTROL BARRIER (IP3)*N.T.S.3*OR APPROVED EQUAL**DISTRIBUTED BY: 763-478-2027INFRASAFE 27" SEDIMENT CONTROL BARRIER-FOR MOST DITCH GRATE TYPE CASTINGSINCLUDING NEENAH R-4342FLOW RATES COMPARE TO OR EXCEED FLOWRATES OF COMMONLY USED GRATESDURABLE ECO FRIENDLY HDPE PROVIDES A LIGHTWEIGHTAND STRONG PRODUCT THAT CAN EASILY BE RE-USEDFOR THE NEXT PROJECT.PRODUCT DESIGN DOES NOT INTERFERE WITH LOADBEARING CAPACITY OF FRAMExULTRAVIOLET RESISTANTxEASILY MAINTAINEDxEASY TO INSTALLxHOOKS TO CB GRATEALSO AVAILABLE WITH LONGERHOOK FOR USE WITH MOST 27"FLAT STORM GRATES CASTINGSGALVANIZEDTHREADED HOOKSILT FABRIC SLEEVEPER MnDOT SPECIALPROVISION3886QUICKLY ATTACHES TO GRATEUSING SPECIALLY DESIGNED NUTWITH 6" BAR HANDLE REQUIRINGNO TOOLS FOR INSTALLATION*OR APPROVED EQUALMIN.15" 18"MAX.3' MIN.(TYP.)5' MIN.1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE(SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OFTHE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTUREAT LEAST 1" VERTICALLY APART.2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPEDACROSS TWO POSTS.3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTSMAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BECONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THEHEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE.4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT.OVERLAP5' MIN.POSTS: 2 X 4 WOODEN STAKE FENCE:WOVEN WIRE, 14-1/2 GA., 6" MAX. MESHOPENING FABRIC: IN ACCORDANCE WITHASTM D 6461 LATEST EDITION.N.T.S.SILT FENCE MATERIAL TO BEFASTENED SECURELY TOWOVEN WIRE FENCE WITHTHREE TIES SPACED AT 30"ON CENTER (SEE NOTE 1)ATTACH THE WOVEN WIREFENCE TO EACH POST WITHTHREE WIRE TIES OR OTHERFASTENERS (SEE NOTE 1)DROP INLETWITH GRATECROSS BRACE2"X4"WOODFRAMESECURELY FASTENOVERLAPPING ENDS OFSILT FENCE MATERIALTO ADJACENT STAKESWITH THREE WIRE TIESOR OTHER FASTENERS2" X 4" STAKEWOVEN WIRE FENCE WITHSILT FENCE MATERIAL COVEREXTEND WIREFENCE A MIN. OF3" INTO GROUNDEXTEND SILT FENCEMATERIAL A MIN. OF1'-0" INTO GROUND1
2" MILL - 12" WIDE (MIN)ProjectLocationDateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.ByDesigned:Drawn:Approved:Initial Issue:Phase:ClientPAXMAR, LLC.3495 NORTHDALE BLVD. NWSUITE 210COON RAPIDS, MN 55448MISKEMEADOWSFOURTHADDITIONELK RIVER, MNNRH NRHETLPERMIT01/29/201820460.05I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Registration No.Date:01/29/201850475Eric T. Luth1/29/18 ETL FINAL PLATC9.04CONSTRUCTIONDETAILSSTRT-1410/12NO SCALEN.T.S.2"SAW CUT AND MILL EXISTING PAVEMENT1' WIDE AND 2" DEEPEXISTINGPROPOSEDPJ
75 {189
i. i _ � Tr• r .-
9 1T_
1;i1NU-[-N�Nb��-�1 -
,,M
f 75-76'1-0 4
%`
ate:}
2t r
75-125-4102 r� {
1�07)y-C'NNW
1 [ 75-125-4i0i
-f7:= L
•Y�► .. � `�.,..- ., 790.-. - J
�T
Fh r
i • _'
75118-0165•.
Al
7547-0020 -
Y 75-C36 €200 •Y
75-136-1101 75_136-1
< 7,-€36-1200 L, +
Phone: 763.635.1000
Fax: 763.635.1090
www.ci.elk-river.mn.us
February 13, 2018
RP3, LLC via email: alan@paxmar.com
Attn: Alan Roessler
3495 Northdale Blvd #210
Coon Rapids, MN 55448
RE: Miske Meadows Fourth Addition – Final Plat
Staff conducted a review of the materials submitted on December 7 & 15, 2018. The following
comments and recommendations are intended to bring the project in line with current city
requirements and should be addressed on future plans. It is helpful to include a response letter to
the comments below. Unaddressed comments will be incorporated into recommended conditions
for Preliminary Plat approval.
General Comments
1. Add parcels 225A and 225B to all drawings – accurately depicting their inclusion in the plat.
2. The trails connection Johnson Street and Ivanhoe Drive, and Fillmore Street and Edison
Street must be constructed as part of the public improvements with this addition. Update
plans to include construction plans and details for the trails. (standard plate attached)
3. Include a sidewalk along north side of Lincoln Street to the end of the construction limits
for the extension of the road.
4. Outlot A shall be deeded to the city.
Engineering
5. See attached
Stormwater
6. Clarify what the proposed total impervious percentage is for each residential lot as it relates
to stormwater treatment. The overall development is listed to have less than 25%
impervious. Recently, some proposed homes in the previous additions are at 25%
impervious lot coverage for the home footprint only, not including driveway, porch etc.
7. Sheet C4.01 has a layer that is overlapping some of the proposed driveway slope %, please
update. Driveways need to be less than 8% and should be consistent with neighboring
properties.
8. List all EOF elevations (such as between lots 222 and 223). Also, list the outlet invert
elevation of the wetland nearest lot 225B.
If you have any questions I can be reached at 763.635.1035. Please address these comments on
future plans submitted to the city.
Sincerely,
Zack Carlton
Planning Manager
zcarlton@ElkRiverMN.gov
City of
Elk
River
Resolution 18-
A Resolution of the City of Elk River Granting Final Plat Approval for
Miske Meadows Fourth Addition
Case No. P 18-02
WHEREAS, application has been made for final plat approval,pursuant to Section 30-374
of the Elk River City Code of Ordinances, of the property legally described on attached
Exhibit A and hereinafter referred to as "the Property"; and
WHEREAS, a preliminary plat of the Property was approved by the City Council on
January 16, 2018; and
WHEREAS, the proposed final plat is consistent with the preliminary plat as approved by
the City Council; and
WHEREAS, the proposed final plat complies with each of the conditions set forth by the
City Council in its approval of the preliminary plat of the Property;
NOW, THEREFORE, BE IT RESOLVED
1. It is hereby determined by the City Council for the City of Elk River as follows:
A. The proposed subdivision is consistent with Chapter of 30 of the City Code
of Ordinances and conforms with all of its requirements.
B. The proposed subdivision is consistent with all applicable general and
specialized city, county, and regional plans including,but not limited to, the
City's Comprehensive Plan.
C. The physical characteristics of the site,including,but not limited to,
topography, soils,vegetation, susceptibility to erosion and siltation,
susceptibility to flooding, and drainage are suitable for the type and density
of development and uses contemplated.
D. The proposed subdivision makes adequate provision for water supply, storm
drainage, sewage transportation, erosion control and all other services,
facilities and improvements otherwise required herein.
E. The proposed subdivision will not cause substantial environmental
NATUREJ
F. The proposed subdivision will not conflict with easements of record or with
easements established by judgment of a court.
G. The proposed subdivision will not have an undue or adverse impact on the
reasonable development of neighboring land.
2. Final plat approval is hereby granted for the Property, subject to the conditions set
forth in attached Exhibit B.
3. The officers of the City are hereby authorized, once the conditions set forth in
Exhibit B are met and complied with, to sign the final plat for the Property and to
issue a certified copy of this Resolution giving final approval of the plat.
4. The owner of the Property is authorized to record the final plat as required by law
and shall file proof of said recording with the City. No building permits will be
issued for the Property until the final plat is recorded.
5. This final plat approval shall expire two years from the date of this resolution if the
final plat is not recorded within that time.
Passed and adopted this 20th day of February 2018.
John J. Dietz,Mayor
ATTEST:
Tina Allard, City NATUREI
EXHIBIT A
LEGAL DESCRIPTION
Outlot A,MISKE MEADOWS SECOND ADDITION, Sherburne County,Minnesota
And
Outlot B,MISKE MEADOWS THIRD ADDITION, Sherburne County,Minnesota
POWERED R NATUREJ
EXHIBIT B
CONDITIONS OF APPROVAL
1. A Development Agreement must be signed by the city and developer prior to releasing
the final plat for recording.
2. Park Dedication shall be paid in the amount required by the city when the Final Plat is
released for recording (currently$1,425.93/lot).
3. Surface Water Management Impact Fee be paid in the amount required by the city when
the Final Plat is released for recording (currently$240/lot).
4. Water Availability Charge shall be paid in the amount required by the city when the Final
Plat is released for recording (currently$355/ plumbing unit).
5. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the
public improvements.
6. Upon completion of all improvements and acceptance by the city, a security or warranty
in a form acceptable to the city engineer must be secured.
7. Development Plan shall be approved by the city engineer prior to issuance of building
permits.
8. Satisfaction of all conditions of the Preliminary Plat update approved January 16, 2018.
9. Satisfaction of all comments in the comment letter dated February 13, 2018.
10. Staff approval of all updated plans.
11. All mail boxes shall be clustered.
12. Any item or condition found that indicates the site is likely to yield information important
to pre-history or history shall be reported to the city immediately. Further, the city
reserves the right to stop NATUREJ