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3.1 PCSR 08-12-2020 �� Request for Action Elk River To Item Number Planning Commission 3.1 Agenda Section Meeting Date Prepared by Public Hearings I August 12, 2020 Zack Carlton,Planning Manager Item Description Reviewed by Copart Phase II Update: Copart of Connecticut,Inc Chris Leeseberg, Senior Planner - 15932 Jarvis St. NW Reviewed by ■ Land Use Amendment, Case No. LU 20-03 ■ Conditional Use Permit to Operate a Salvage Yard, Case No. CU 20-14 ■ Preliminary Plat of Cascade Industrial Park Third Addition, Case No. P 20-11 Action Requested Recommend, by motion, approval of an amendment to the City of ` Elk River Comprehensive plan, swapping industrial and open space land uses with the condition that the associated preliminary plat (P 20-11) and CUP (CU 20-14) are approved by the City Council. Recommend,by motion, approval of the Preliminary Plat for Cascade Industrial Park Third Addition,with the following " CR 33 conditions: 1. A recommendation from the Parks and Recreation Commission (supporting or opposing) must be provided to the City Council. 2. Submittal of the Phase 1 environmental assessment for PIDs 75- RR 712-0030, 75-712-0040, and 75-603-0020. 3. Council adoption of a resolution vacating the right-of-way for Hwy 10 Buchanan Street NW and 161"Avenue NW. _ - CR 12 4. Planning Commission adoption of a resolution stating the proposed land swap has no impact on the Comprehensive Plan. _ 5. The Land Use Amendment (Case No. LU 20-03) swapping industrial and open space land uses is approved. Recommend,by motion, approval roval of the Conditional Use Permit y 'Q, PP authorizing operation of a salvage yard on Lot 1,Block 1, Cascade • Industrial Park Third Addition,with the following conditions: 1. City Council approval of the Preliminary and Final Plat of Figure i Cascade Industrial Park Third Addition. 2. The site plan must show the presence of an approved surface (bituminous,gravel, or concrete) on all driving and parking areas. The Elk River Vision A Y�elcoming community nvith revolutionary and spirited resourcefulness, exceptional P D w E A E D D Y service, and community engagement that encourages and inspires prosperity ,g /` UR 3. All fencing shall be eight feet tall and green in color in order to reduce visual impacts around the property. 4. Follow the 2015 Minnesota State Fire Code Appendix D for Fire Apparatus Access Roads. 5. Follow all city stormwater management practices and procedures established as part of Phase 1 of the Copart project. 6. NPDES permit should be amended to include both phases. 7. Submit a vehicle staging plan. Parking, stalling, and staging will not be permitted on Jarvis St., 163Ta Ave., 165"'Ave., or any other rights-of-way. 8. Staff approval of a vegetated screen along the railroad tracks. 9. Satisfaction of all staff comments in the letter dated July 9, 2020. 10. Staff approval of all site and civil plans. Adopt,by motion,a resolution finding compliance with the Comprehensive Plan regarding the proposed land swap with the applicant. Background/Discussion City staff and the applicant, Copart of Connecticut,Inc.,have been working together on a proposed land swap that would facilitate expansion of a salvage yard onto three oudots within the Cascade Industrial Park (PIDs 75-712-0010, 75-712- 0030, & 75-712-0040) and a portion of the city owned oudot that includes the Youth Athletic Complex (YAC). The properties are zoned I-3 (General Industrial) where salvage yards require a Conditional Use Permit (CUP). This will be the second phase of Copart's business development in the City of Elk River and would expand their total footprint to approximately 45 acres. At full build-out and operational capacity, the Copart operation will include a new 12,800 SF office and shop facility and 14 full-time employees. The hours of operation will remain Monday through Friday, 8:00 a.m. to 5:00 p.m., and will be closed on weekends. The additional parcels proposed to be used as the salvage yard total 25 acres and are currently vacant/undeveloped oudots. The application package includes a request to vacate the undeveloped right- of-way through the property. Staff maintains concerns regarding the storage of damaged motor vehicles, and the hazardous materials that accompany them. However,due to the type of business Copart is classified, state and county regulations for salvage yards do not apply. Staff addressed this with the last project by requiring additional pollution control and stormwater treatment measures through the CUP process, and those same standards are again required for this phase. Land Swap The proposed site plan requires a land swap between Copart and the City of Elk River. The current plat provides each party with similar areas of developable property but facilitates more efficient use and growth in this area of the city. The swap will require updates to city's Comprehensive Plan and to the Park and Recreation Master Plan, specifically related to the YAC. The attached graphics illustrate a draft reorganization of the existing land uses and YAC. The Park and Recreation Commission will review the proposal as it relates to their plan for YAC on August 12, 2020, and make a recommendation to the City Council for their consideration on August 17, 2020. Applicable Regulation Land Use Amendment Amendments to the Comprehensive Plan are periodically reviewed by the Planning Commission and, when the Commission deems necessary, recommends changes to the City Council. The Planning Commission and Council have the most discretion in evaluating amendments to the Lane Use Plan, and in this case a super majority of the Council will be required to approve the change. Staff supports the proposed Land Use Amendment as the two uses (industrial and open space) will remain in the area, but they will be re-configured to improve their function and usability. Plat Section 30-375 of the city ordinance outlines the findings necessary for City Council approval of a plat: 7. The proposed subdivision is consistent n ith the honing regulations (article VI of this chapter) and conforms in all respects nith all requirements of this Code, including the honing regulations and this article. The subdivision complies with all performance standards outlined in the zoning ordinance and has direct access to a public street. The subdivision conforms to all requirements of this code. 2. The proposed subdivision is consistent n ith all applicable general and specialized city, county, and regional plans, including, but not limited to, the city's comprehensive development plan. Upon approval of the proposed land use amendment the subdivision will be consistent with the Comprehensive Plan. The Park and Recreation Commission will review the project for compliance with their Park and Recreation Master Plan and will make the appropriate recommendation to the City Council. The subdivision accommodates access to all vacant and existing parcels. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibilio to erosion and siltation, susceptibility to flooding and drainage are suitable for the type and density of development and uses contemplated. The project will include large areas of gravel parking and office building(s). The site is located out of the floodplain and does not impact existing wetlands. Submitted plans show compliance with city standards, and the conditions of approval help to ensure the project complies with all drainage standards. The site is suitable for the proposed development. 4. The proposed subdivision makes adequate provision for mater supply, storm drainage, sen age transportation, erosion control and all other services,facilities and improvements othenrise required in this article. Stormwater is addressed as if the property met state and county standards for an operating salvage yard. Staff has included this as a condition of approval to ensure the proposed subdivision makes adequate provisions for all services and facilities in the area. S. The proposed subdivision avill not cause substantial environmental damage. The subdivision does not detrimentally impact any environmentally sensitive areas. 6. The proposed subdivision avill not conflict with easements of record or zrith easements established by judgment of a court. The application packet included an easement vacation for existing platted roads within the project area. The easements within the project area will be vacated, and a new roadway easement will be dedicated on the north side of the property. Upon the vacation of existing easements, the subdivision will not conflict with easements of record. 7. The proposed subdivision will not have an undue and adverse impact on the reasonable development of neighboring land. There are several vacant developable parcels near the proposed subdivision. The vacant lots are within the same zoning district and access will be maintained or improved. 8. The proposed subdivision is not premature.A subdivision is premature if any of the following exists: a. Lack of adequate stormwater drainage. Stormwater treatment is being reviewed for pollution control measures to ensure toxic chemicals do not infiltrate into the groundwater. b. Lack of adequate roads. The property can be accessed by the existing roadway network and the traffic analysis does not present immediate concern for impacts to the existing roadway network. However, the use will push the existing infrastructure closer to the point at which improvements will be needed. c. Lack of adequate sanitary sewer systems. The development is not served by the city's sanitary sewer system. d. Lack of adequate off-site public improvements or support systems. The traffic analysis completed by Copart shows an increase in the peak hour operation of the Jarvis Street/Highway 10 intersection. The intersection control report for the intersection does show 2 of the 9 traffic signal warrants as being met. The city and MnDOT continue to review the proposed Highway 10 corridor study which will identify short, mid, and long-term improvements. However, this project does not trigger specific improvements as a result of their operation. Conditional Use Permit In approving a Conditional Use Permit,the council may impose such specific conditions with regard to the development or operation of the proposed use as it considers necessary to satisfy the seven standards set forth in Section 30-654 and the requirements contained in this article and to promote compatibility with and minimize any potentially adverse effects upon adjacent properties, the neighborhood or the city. The issuance of a Conditional Use Permit can be ordered only if the use at the proposed location: 7. Weill not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediate vicinity or the public health, safety, morals, comfort, convenience orgeneral n elfare of the neighborhood or the city. The site is currently vacant so any improvements will change the character of the area. The addition of motor vehicles and the associated potentially toxic chemicals will require additional oversight from the city,which has been included as a condition of approval. Staff also had concerns regarding traffic impacts on the surrounding streets and intersections with US Highway 10, but many of those have been addressed with a traffic study completed by the applicant earlier this year. The application includes a proposal to install an 8-foot-tall 100% opaque fence around the entire property. This is consistent with the requirement from Phase 1. 2. mill be consistent n ith the Comprehensive Plan. Upon approval of the proposed land use amendment the project will be consistent with the city's Comprehensive Plan. This requirement is included in the conditions of approval for the project. 3. WIN not impede the normal and orderly development and improvement of surrounding vacant property. The proposed land swap that accompanies this application will improve the development potential for the vacant city lot to the west but will not impede the normal and orderly development of the other vacant parcels in the area. With the proposed land swap staff does not see a need to impose specific conditions to satisfy this standard. 4. Will be served adequately by and mill not adversely affect essential public facilities and services including streets, police and fire protection, drainage, refuse disposal, mater and senor systems,parks and schools;and will not, in particular, create trac congestion or interference with traffic on adjacent and neighboring public thoroughfares. Staff has included multiple conditions of approval to address concerns with traffic, fire protection, and drainage. Staff included conditions regarding parking and staging of vehicles while the facility is closed. Parking and staging on city streets and rights-of-way will not be permitted. 5. WIN not involve uses, activities,processes, materials, equipment and conditions of operation that mill be detrimental to any persons or property because of excessive traffic, noise, smoke,fumes,glare, odors, dust or vibrations. The use is storage and will not involve uses, activities,processes, materials, equipment,and conditions of operation that will be detrimental to any persons or property because of excessive traffic, noise, smoke, fumes,glare, odors, dust, or vibrations. Staff does not see a need to impose specific conditions to satisfy this standard. 6. Will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance. The site is an open and vacant area. The use will not result in the destruction,loss or damage of a natural, scenic or historic feature of major importance. Staff does not see a need to impose specific conditions to satisfy this standard. 7. Will fully comply n ith all other requirements of this Code, including any applicable requirements and standards for the issuance of a license orpermit to establish and operate the proposed use in the city. Staff included conditions requiring compliance with state, county,and city ordinances related to salvage yards. Included conditions address compliance with this standard. If denial of such a permit should occur,it shall accompany recommendations or determinations by findings or a report stating how the proposed use does not comply with the standards set forth in Section 30-654. Statutory Review Period Per State Statute §15.99, the required 60-day review period ends on August 24, 2020. Council Meeting If acted on,this item will go to the August 17, 2020, City Council meeting. Attachments ■ Location Map ■ Applicant's Narrative ■ Site and Civil Plans ■ Preliminary and Final Plat of Cascade Park'Third Addition ■ Staff Comment Letter dated July 9, 2020 ■ Land Use Exhibits ■ Youth Athletic Complex Exhibits ■ Resolution Copart Case No: P 20-11 CU 20-14 E Plat, Conditional Use Permit *Ve—r Copart Statement of Operations and Project Narrative Elk River, Minnesota Statement of Operations Copart, Inc., (“Copart”), and its subsidiaries, provide cutting edge asset liquidation services (“Copart Asset Services”) to institutional, commercial, and private owners (collectively “Sellers”) of used undamaged or damaged vehicles, trailers, watercraft, and powersports, industrial and construction equipment (collectively, “Assets”). Most Sellers are insurance companies, licensed dealers, financial institutions, charities, municipalities, and fleet operators. Copart Asset Services include short-term storage and sales of Assets, and ancillary receiving, shipping, lien sale and administrative activities. All Assets are liquidated intact, meaning no dismantling, draining of fluids, crushing, or sale of parts occurs at a Copart facility (“Facility”). After being received at the Facility, Assets are inspected, photographed, catalogued, and placed in ground-level short-term storage designed for quick retrieval. Assets are never stacked and remain in short-term storage for an average of only 50 to 60 days. After being placed in short-term storage, Assets are listed for sale through Copart’s proprietary online action-style website and mobile apps for purchase only by Copart registered members (collectively, “Members”). Members are primarily licensed dealers, dismantlers, rebuilders, and exporters, and in some cases are end users. All offers are submitted and accepted electronically, without the use of a live auctioneer. Members are provided the opportunity to inspect Assets at the Facility, although most Asset inspections are limited to viewing images and information made available online. Members may electronically submit preliminary offers from (a) anywhere in the world via a personal computer or mobile device with internet access (each, a “Remote Online Device”), or (b) a limited number of computer kiosks located at the Facility. The high preliminary offer is carried over to the online virtual sale, during which Members may submit offers electronically only from a Remote Online Device. Assets are sold to the Member with the highest offer (“Buyer”), who then arranges for pickup and transportation of their Assets from the Facility. Payment for sold Assets may be made electronically, via wire-transfer, or in person at the Facility. Titles to sold Assets are either picked up by the Buyer along with the sold Assets, or mailed by Copart to the Buyer. Project Narrative Copart currently owns Parcel 75-013-4400 (unplatted & approximately 20 acres) and was granted a Conditional Use Permit and has an approved Stormwater Management Plan, Landscape Plan and Fencing Plan. This is commonly referred to as (“Phase I”) of this project. This parcel is currently being used by Copart until the remaining property, commonly known as (“Phase II”), is approved for development. Phase II of this project (Parcels 75-712-0010, 75-712-0040, 75-712-0030 and approximately 28 acres) was already granted a Conditional Use Permit (Case No. CU 19- 09) subject to the conditions as stated on the City of Elk River Conditional Use Permit. Copart has recently purchased the Phase II parcels, as referenced above, and would like to pursue a land swap (approximately 14.3 acres) with the City of Elk River to better accommodate Copart’s property layout and to accommodate for a better layout of the City’s future expansion of the athletic complex to the northwest of said properties. The referenced land swap would include the replatting of Outlots C, D & E of Cascade Industrial Park and also the replatting of Outlot B of Parkview Addition to define the approximate 14.3 acres of property to be swapped. This is further depicted in the Exhibits. Phase I The previous owner of the 20 acres has cleaned up and vacated the property. Now that the remaining area of the parcel has been vacated, Copart will finish the development and site improvements. The existing building in the middle of the site will remain in place as part of this phase. The existing perimeter chain link fence will be replaced with an 8’ tall, 100% opaque, dark green screening security fence and will encompass the entire property perimeter. The perimeter trees will also remain in place as additional screening on top of the proposed trees to be planted. Both existing site approaches/entrances will remain in place and will be gated and locked. The Facility will have approximately four full-time employees. The hours of operation are Monday through Friday from 8 am to 5 pm. The Facility will be closed Saturdays and Sundays. Phase II Once Phase I have been constructed and is operational, Copart will redevelop the next approximately 28 acres to the north and west. This next phase will be added to Phase I to operate as a new facility. Phase II will include the construction of a paved drop lot/receiving lot, additional stormwater treatment and ponding, the construction of an 8’ tall, 100% opaque, dark green screening and security fence, rough grading to accommodate a future building and parking lot, and the installation of storm sewer. The future building will be a single-story and will include a new office and shop area, approximately 6,400 square feet for each of the office and shop (~12,800 SF total). The Facility will have approximately 10 additional full-time employees, for a total of approximately 14 full-time employees with both phases. The hours of operation are Monday through Friday from 8 am to 5 pm. The Facility will be closed Saturdays and Sundays. Summary Copart is experiencing rapid growth of new business in the region and is looking at expanding their Facility as soon as possible. The Elk River area and the above referenced parcels have been identified as a location. Further, Copart would like to pursue the above referenced land swap with the City of Elk River to better accommodate the future expansion and layout of the athletic fields, as well as, for a more efficient layout for Copart’s operations. Copart is requesting approval of the land swap and approval of this amendment to the previously approved Conditional Use Permit and development plans. N:\0022825.00\DWG\CIVIL\PHASE 2\0022825CV01.DWG COPART ELK RIVER: PHASE 2 © 2020 Westwood Professional Services, Inc.BENCHMARKSBM-1XXXXXXXXBM-2XXXXXXXXBM-3XXXXXXXXBM-4XXXXXXXXSHEET INDEXPRELIMINARY PLANSCOPART ELK RIVER: PHASE 2ELK RIVER, MNPREPARED FOR:14185 DALLAS PARKWAY, SUITE 300DALLAS, TX 75254CONTACT: DAN PRIVETTEPHONE: (612) 417-0360EMAIL: DAN.PRIVETTE@COPART.COMSITEVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.106/19/20REVISED PER PARCEL RECONFIGURATIONALL207/31/20CITY COMMENTSALL................FORFORGRADING, STORM SEWER, STORMWATERMANAGEMENT & EROSION CONTROLPREPARED BY:PROJECT NUMBER: 0022825.00CONTACT: JOHN S. BLENKERPhone(320) 253-94953701 12th Street North, Suite 206Fax(320) 358-2001St. Cloud, MN 56303Toll Free(800) 270-9495PRELIMINARY PLANSCOPART ELK RIVER: PHASE 2ELK RIVER, MNFORFORGRADING, STORM SEWER, STORMWATERMANAGEMENT & EROSION CONTROLINITIAL SUBMITTAL DATE: 05/28/20SHEET: 1 OF 10PROJECT NUMBER: 0022825.00Sheet List TableSheet NumberSheet Title1Cover2Existing Conditions3Site Plan4Grading Plan5Utility Plan6Erosion Control Plan7Details8Details9Landscape Plan10Landscape Notes & Details161ST AVE NW 163RD AVE NW JARVIS ST NW 8858 8 5 890 8868 8 6 887 88 7 88 8 889 891885890 883884886887888889891875 880 885 871872873874 876877878879 881882883884886887 885 8 9 0 886 8 8 7 8888 8 9 8 8 5886 887887887888889886 88589088388488688788888989189288088589088188288388488688788888988589 0 8 8 1 8 8 2 8838848 8 6 88 7 88 8 88 9 8 9 1 891 892875 880 885886887 883880885890 876877878879881882883884886887888889 891874 89088989188 0 8 8 5 8 9 0 87 6 87 7 87 8 87 9 88 1 88 2 8 8 3 8 8 4 8 8 6 8 8 7 8 8 8 8 8 9 89 1 887887887887888888889889887888886887887887 885884880879881882880876876877877878879881882883 881888889888888 STEXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XSTO STOSTOSTOSTO 161ST AVENUE NWWEST LINE OF THE N.E. 1/4 OF THE S.E. 1/4 SEC. 13, TWP. 32, RNG. 26 550.00330.00SOUTH LINE OF THE NORTH330.00 FEET OF THEN.E. 1/4 OF THE S.E. 1/4SEC. 13, TWP. 32, RNG. 26EAST LINE OF THE WEST550.00 FEET OF THEN.E. 1/4 OF THE S.E. 1/4SEC. 13, TWP. 32, RNG. 26FENCE LINE IS ON PROPERTY LINE FENCE LINE IS ON PROPERTY LINE FENCE LINE IS ON PROPERTY LINE POND 1/2" OPEN PIPECAPPED PIPECAP #21729CAPPED PIPECAP #217291/2" PIPEW/BROKEN CAPDRAINAGE AND UTILITY EASEMENTPER CASCADE INDUSTRIAL PARK(TO BE VACATED)DRAINAGE AND UTILITY EASEMENTPER CASCADE INDUSTRIAL PARK(TO BE VACATED)DRAINAGE AND UTILITY EASEMENT PER CASCADE INDUSTRIAL PARK DRAINAGE AND UTILITY EASEMENTPER CASCADE INDUSTRIAL PARK(TO BE VACATED)20201 2 5 33 33 60PID: 75-720-0110ADDRESS: 15970 JARVISST NW, ELK RIVER, MN 55330PID: 75-720-0105ADDRESS: 6000 JARVISST NW, ELK RIVER, MN 55330PID: 75-013-1415ADDRESS: 9643 161STAVE NW, ELK RIVER, MN 55330PID: 75-013-4400ADDRESS: 15932 JARVISST NW, ELK RIVER, MN 55330PID: 75-712-0010ADDRESS: N/AAREA: 271,450 SQ. FT./6.23 ACRESCATCH BASINRIM=881.74INV.=878.74 (S)18"CATCH BASINRIM=881.73INV.=878.13 (N,S)24"STORM MANHOLERIM=887.79INV.=UNKNOWN24" RCP FESINV.=873.972 4 "IE=867.88IE=867.74XXXXXXXXXXXRAIL ROAD TRACKS(210.02)(213.53)(507.05)(697.00)(301.54)(1012.55)6 :213.576 :209.85 1 (6 :6 :1 :60.001 (1 :77.126 :1 :6 :RAIL ROADCONTROL BOXESFENCE LINE IS ON PROPERTY LINEFENCE LINE IS 0.8' INSIDE OF PROPERTY LINEPREVIOUS PHASEWETLAND BOUNDARY(TYP.)SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:OFFOR PERMIT APPROVALCommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'60'120'180'1" = 60'SOIL BORINGPIEZOMETERPOST INDICATOR VALVEGUY WIREFLARED END SECTIONSANITARY MANHOLEBEEHIVE CATCH BASINCATCH BASINELECTRIC MANHOLEELECTRIC TOWERSEWER CLEANOUTPOWER POLEELECTRIC BOXELECTRIC METERSIGNHANDICAPPED STALLMONITORING WELLCABLE TV BOXNATURAL GAS METERSTREET LIGHTMAIL BOXPERC TESTWETLANDSTEEL/WOOD POSTBUSH/SHRUBCONIFEROUS TREEDECIDUOUS TREEPOWER OVERHEADTELEPHONE UNDERGROUNDTELEPHONE OVERHEADPOWER UNDERGROUNDWATERMAINFIBER OPTICSANITARY SEWERSTORM SEWERGATE VALVEWATER MANHOLEGAS LINECABLE TELEVISION LINEWELLCURB STOP BOXHYDRANTWATER METERHAND HOLE/JUNCTION BOXSTORM MANHOLETELEPHONE BOXTELEPHONE MANHOLELEGENDCULVERTFIRE DEPARTMENT CONNECTIONFENCE LINECONTROLLED ACCESSCURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACEGRAVEL SURFACEFLAG POLETREE LINECTVGASPOHPUGSANSTOTOHTUGWATFO∆SCOSTWCSWWEEETTTVGMAILPMWXHHEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINETRAFFIC SIGNALMAST ARM W/ LIGHTMAST ARMBENCHFIBER OPTIC PEDESTALCABLE TV MANHOLEFIBER OPTIC MANHOLEWINDMILLFARM HYDRANTREDUCE PRESSURE VALVESTORM INTERCEPTORDRYWELLCATCH BASIN MANHOLEDOWNSPOUTDOUBLE DETECTOR CHECK VALVESTOCK TANKSEPTIC COVERPOWER POLE WITH LIGHTIDWDSSEPTVFOUND MONUMENT(SEE LABEL)SET MONUMENT(SEE LABEL)N:\0022825.00\DWG\CIVIL\PHASE 2\0022825EX01.DWG 10207/31/20COPART ELK RIVER: PHASE 2 ELK RIVER, MN COPART ELK RIVER: PHASE 2EXISTING CONDITIONS 5483207/31/20 JOHN S. BLENKER JSB BCW DWR 05/28/20 © 2020 Westwood Professional Services, Inc. 06/19/20 07/31/20 . . . REVISED PER PARCEL RECONFIGURATION CITY COMMENTS . . . 60'PROJECT NUMBER: 0022825.00 STEXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X S TO STOSTOSTOSTO IE=867.88IE=867.74XXXXXXXXXXX125XXXX X X XXXXXXXXXXX X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXX XXXXXXXXXXXXXXFUTURE BUILDINGFFE=889.00SINGLE-STORY80'x160'6,400 SF - OFFICE6,400 SF - SHOPXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXINFILTRATIONBASININFILTRATION BASINFUTURE RECEIVING YARDFUTUREPARKINGLOT100% OPAQUE, 8' TALL, GREENIN COLOR, SCREEN ANDSECURITY FENCING. SEE DETAILSI35 (TYP)PREVIOUS PHASESTORAGE BLOCK(TYP.)DRIVE LANE(TYP.)R60'WETLAND BOUNDARY25' WETLAND BUFFER (TYP.)45' WETLAND SETBACK (TYP.)111122222SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:OFFOR PERMIT APPROVAL0'60'120'180'1" = 60'·EXISTING ZONINGI3 - GENERAL INDUSTRIAL·PROPOSED ZONINGI3 - GENERAL INDUSTRIAL·BUILDING GROSS SIZE12,800 SFOFFICE 6,400 SFSHOP6,400 SF·PARKING SPACE/DRIVE AISLE9' WIDE X 20' LONG, 24' AISLE·PARKING RATIO REQUIREMENTCITY OF ELK RIVEROFFICE1 SPACE / 300 SF OF BLDGSHOP1 SPACE / 500 SF OF BLDGOFFICE(6,400/300)21.3 SPACESSHOP(6,400/1000)12.8 SPACESTOTAL SPACES REQUIRED:34.1 SPACES·PARKING PROVIDED:65 SPACESSITE DEVELOPMENT SUMMARY1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.2.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.3.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.4.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS,RAMPS, AND TRUCK DOCKS.5.ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.6.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROLDEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TOCONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALLBE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICESSHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.8.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.9.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTIONAND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENTPROPERTIES.GENERAL SITE NOTESPROPERTY LINEBUILDING SETBACK LINEEASEMENT LINECURB AND GUTTERPOND NORMAL WATER LEVELCONCRETE PAVEMENTNUMBER OF PARKING STALLSEXISTINGPROPOSEDFENCEXXGRAVEL SURFACINGSTANDARD DUTY BITUMINOUS PAVEMENTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5 PARKING SETBACK LINEHEAVY DUTY BITUMINOUS PAVEMENTCommon Ground AllianceCall 48 Hours before digging:811 or call811.comN:\0022825.00\DWG\CIVIL\PHASE 2\0022825SP01.DWG 10307/31/20COPART ELK RIVER: PHASE 2 ELK RIVER, MN COPART ELK RIVER: PHASE 2SITE PLAN 5483207/31/20 JOHN S. BLENKER JSB BCW DWR 05/28/20 © 2020 Westwood Professional Services, Inc. 06/19/20 07/31/20 . . . REVISED PER PARCEL RECONFIGURATION CITY COMMENTS . . . 60'PROJECT NUMBER: 0022825.001 8.0' TALL 100% OPAQUE METAL FENCE (SEE DETAIL)2ROCK BALLAST SECTION1SITE DETAILS 8858 8 5 890 8868 8 6 887 887 88 8 889 891885890 883884886887888889891875 880 885 871872873874 876877878879 881882883884886887 885 8 9 0 886 8 8 7 8888 8 9 8 8 5886 887887887888889886 88589088388488688788888989189288088589088188288388488688788888988589 0 8 8 1 8 8 2 8838848 8 6 88 7 88 8 88 9 8 9 1 891 892875 880 885886887 880885890 876877878879881882883884886887888889 8 9 1 874 89088989188 0 8 8 5 8 9 0 87 6 87 7 87 8 87 9 88 1 88 2 88 3 8 8 4 8 8 6 8 8 7 8 8 8 8 8 9 89 1 887887887887888888889889887888886887887887 885884880879881882880876876877877878879881882883 881888889888888 XXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X S TO STOSTOSTOSTO FENCE LINE IS ON PROPERTY LINE FENCE LINE IS ON PROPERTY LINE FENCE LINE IS ON PROPERTY LINE POND CATCH BASINRIM=881.74INV.=878.74 (S)18"CATCH BASINRIM=881.73INV.=878.13 (N,S)24"STORM MANHOLERIM=887.79INV.=UNKNOWN24" RCP FESINV.=873.9724 "IE=867.88IE=867.74XXXXXXXXXXXRAIL ROAD TRACKSRAIL ROADCONTROL BOXESFENCE LINE IS ON PROPERTY LINEFENCE LINE IS 0.8' INSIDE OF PROPERTY LINE88588488688788 5 8 9 0 88 4 88 6 8 8 7 8 8 8 8898 9 1 8 9 2 8 9 3 8 9 4 E.O.F.883.50885890883883884886887888889891892 886 887 888 880878879 880 885 880 878879 881882 885890886887888889891880 885 890 879881882883 884 886 887 888 889 891 892 877877877878878878879875873874876877878879875874876877E.O.F.882.50E.O.F.878.00875873874876877877878878879879875876880881882883877878879885884886885884886887890891892893890 88888989188588188288388488688788 8 88 9 885883884886887880878879881882883 E.O.F.880.25882.50884.50888.70889.68891.06893.25DRAINAGE AND UTILITYEASEMENT PERCASCADE INDUSTRIALPARKBLOCK 1125XXXX X X XXXXXXXXXXX X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXX XXXXXXXXXXXXXXFUTURE BUILDINGFFE=889.00SINGLE-STORY80'x160'6,400 SF - OFFICE6,400 SF - SHOPXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXFUTURE RECEIVING YARDFUTUREPARKINGLOTPREVIOUS PHASEBASIN 202PEOF=882.50HWL=882.32OUTLET=879.25BOTTOM=875.50BASIN 100PTOP=879.00HWL=878.03EOF=878.00OUTLET=875.10BOTTOM=872.50THIS AREA OF PHASE 1TO BE REGRADED ASPART OF PHASE 2REVISED PHASE 1POND GRADINGBASIN 205PHWL=883.87EOF=883.50BOTTOM=877.00BASIN 200PEOF=802.25HWL=802.31OUTLET=879.00BOTTOM=877.50EX. BASIN 6PEOF=886.00100-YR BACK-TO-BACK=883.75100-YR=878.4610-YR=874.412-YR=871.93SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:OFFOR PERMIT APPROVAL0'60'120'180'1" = 60'982SOIL BORING LOCATIONWATER MAINPROPOSED982WATSANSPOT ELEVATIONGRADING LEGENDE.O.F.PROPERTY LINE980POND NORMAL WATER LEVELEMERGENCY OVERFLOWSB-19STOSTORM SEWERDRAIN TILESANITARY SEWEREXISTINGINDEX CONTOURINTERVAL CONTOUR980FLOW DIRECTIONSB-19CURB AND GUTTERFLARED END SECTION (WITH RIPRAP)1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE.CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THEENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPEDPAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS,AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCHEXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATEREDUNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES,WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY.PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALLCONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITHUNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED.PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTIONIS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER ANDTHE REGULATING AGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE.PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLEDUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OFTHE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCEWITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICALENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCEWITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THEPURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THEGEOTECHNICAL ENGINEER.GRADING NOTES0.00%900.00900.00Common Ground AllianceCall 48 Hours before digging:811 or call811.comN:\0022825.00\DWG\CIVIL\PHASE 2\0022825GD01.DWG 10407/31/20COPART ELK RIVER: PHASE 2 ELK RIVER, MN COPART ELK RIVER: PHASE 2GRADING PLAN 5483207/31/20 JOHN S. BLENKER JSB BCW DWR 05/28/20 © 2020 Westwood Professional Services, Inc. 06/19/20 07/31/20 . . . REVISED PER PARCEL RECONFIGURATION CITY COMMENTS . . . 60'PROJECT NUMBER: 0022825.00 DRAINAGE AND UTILITYEASEMENT PERCASCADE INDUSTRIALPARKLOT 1BLOCK 1161STAVENUE NW6 :6 :125XXXX X X XXXXXXXXXXX X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXX XXXXXXXXXXXXXXFUTURE BUILDINGFFE=889.00SINGLE-STORY80'x160'6,400 SF - OFFICE6,400 SF - SHOPXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXINFILTRATIONBASININFILTRATION BASINFUTURE RECEIVING YARDFUTUREPARKINGLOTSTEXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X S TO STOSTOSTOSTO FENCE LINE IS ON PROPERTY LINE FENCE LINE IS ON PROPERTY LINE FENCE LINE IS ON PROPERTY LINE POND CATCH BASINRIM=881.74INV.=878.74 (S)18"CATCH BASINRIM=881.73INV.=878.13 (N,S)24"STORM MANHOLERIM=887.79INV.=UNKNOWN24" RCP FESINV.=873.9724 "IE=867.88IE=867.74XXXXXXXXXXXRAIL ROAD TRACKSRAIL ROADCONTROL BOXESFENCE LINE IS ON PROPERTY LINEFENCE LINE IS 0.8' INSIDE OF PROPERTY LINEPREVIOUS PHASE24" FES-405IE=879.00 (W)CBMH-404 (48" Ø)RE=884.87IE=878.33 (E)IE=878.33 (S)SUMP=875.33135 LF-24" STM SWR @ 0.50%24" FES-4039.2 CU YD CLASS III RIPRAPIE=877.44177 LF-24" STMSWR @ 0.50%OCS-401 (48" Ø)RE=882.00IE=879.25 (N)IE=877.25 (S)18" FES-4006.4 CU YD CLASS III RIPRAPIE=874.4271 LF-18" STMSWR @ 4.00%OCS-501 (48" Ø)RE=877.90IE=875.10 (NE)IE=874.60 (SW)18" FES-5006.4 CU YD CLASS III RIPRAPIE=874.0024 LF-18" STMSWR @ 2.46%CBMH-504 (27" Ø)RE=888.70IE=885.70 (NW)18" FES-5036.4 CU YD CLASS III RIPRAPIE=884.50480 LF-18" STM SWR @ 0.25%18" FES-502IE=873.50 (SW)16 LF-18" STMSWR @ 9.87%18" FES-402IE=876.50 (S)18 LF-18" STMSWR @ 15.28%SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:OFSANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASPUGUNDERGROUND ELECTRICTUGUNDERGROUND TELEPHONEPOHOVERHEAD ELECTRICTOHOVERHEAD TELEPHONEFOTELEPHONE FIBER OPTICCTVCABLE TELEVISIONCURB AND GUTTERUTILITY LEGEND1.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTAPLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA.2.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSEDWORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THECONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.3.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THECONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.4.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPESOR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED INWATER MAIN CONSTRUCTION.5.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER.THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.6.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.7.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVCWATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY.8.ALL WATER LINES SHALL HAVE 8' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOWSTYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.9.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SCHEDULE 40 PER ASTM D2665. ALL PLASTICSANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTINGCOLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART 712.0.10.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGERUNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 60-INCHESIN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PER ASTMA798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTAPLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150.GENERAL UTILITY NOTESSDTCommon Ground AllianceCall 48 Hours before digging:811 or call811.comN:\0022825.00\DWG\CIVIL\PHASE 2\0022825UT01.DWG 10507/31/20COPART ELK RIVER: PHASE 2 ELK RIVER, MN COPART ELK RIVER: PHASE 2UTILITY PLAN 5483207/31/20 JOHN S. BLENKER JSB BCW DWR 05/28/20 © 2020 Westwood Professional Services, Inc. 06/19/20 07/31/20 . . . REVISED PER PARCEL RECONFIGURATION CITY COMMENTS . . . ###PROJECT NUMBER: 0022825.00FOR PERMIT APPROVAL0'60'120'180'1" = 60' STEXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X S TO STOSTOSTOSTO IE=867.88IE=867.74XXXXXXXXXXX88588488688788 5 8 9 0 88 4 88 6 8 8 7 8 8 8 8898 9 1 8 9 2 8 9 3 8 9 4 E.O.F.883.50885890883883884886887888889891892 886 887 888 880878879 880 885 880 878879 881882 885890886887888889891880 885 890 879881882883 884 886 887 888 889 891 892 877877877878878878879875873874876877878879875874876877E.O.F.882.50E.O.F.878.00875873874876877877878878879879875876880881882883877878879885884886885884886887890891892893890 88888989188588188288388488688788 8 88 9 885883884886887880878879881882883 E.O.F.880.25882.50884.50888.70889.68891.06893.25LOT 1BLOCK 1161STAVENUE NW6 :6 :125XXXX X X XXXXXXXXXXX X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXX XXXXXXXXXXXXXXFUTURE BUILDINGFFE=889.00SINGLE-STORY80'x160'6,400 SF - OFFICE6,400 SF - SHOPXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXINFILTRATIONBASININFILTRATION BASINFUTURE RECEIVING YARDFUTUREPARKINGLOTPREVIOUS PHASESFSFSFSFSFSFSFSFSFSFSFSFSF S F SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:OFFOR PERMIT APPROVAL0'60'120'180'1" = 60'PROPERTY LINESILT FENCEPOND NORMAL WATER LEVELROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEMERGENCY OVERFLOWSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWERINLET PROTECTIONEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURSFCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)TURF REINFORCEMENT MATEROSION CONTROL LEGEND1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURFOR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THEGRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES,HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECTAREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS,CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTILACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITINGOF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OREXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OFTHE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDEDACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THEUPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS.5.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACEWITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.6.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT 30.5-POUNDS PER ACRE.B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PER ACRE.D.POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.F.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE PONDTO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITREQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANSREQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW.14.PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH SITE WORK.GENERAL EROSION CONTROL NOTESSTOWATSANE.O.F.HEAVY DUTY SILT FENCEHDSFREDUNDANT SILT CONTROLRSC982980982980Common Ground AllianceCall 48 Hours before digging:811 or call811.comN:\0022825.00\DWG\CIVIL\PHASE 2\0022825EC01.DWG 10607/31/20COPART ELK RIVER: PHASE 2 ELK RIVER, MN COPART ELK RIVER: PHASE 2EROSION CONTROL PLAN 5483207/31/20 JOHN S. BLENKER JSB BCW DWR 05/28/20 © 2020 Westwood Professional Services, Inc. 06/19/20 07/31/20 . . . REVISED PER PARCEL RECONFIGURATION CITY COMMENTS . . . 60'PROJECT NUMBER: 0022825.00 Common Ground AllianceCall 48 Hours before digging:811 or call811.com12"MIN.LAST REVISED:08/15/17MACHINE SLICED SILT FENCE(HEAVY DUTY)GD03FLOWFLOW RUNOFFNOTES:1.INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN ACCUMULATED TO 1/2 THE HEIGHT OF THE FABRIC OR MORE.2.REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.3.SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.4.ALL ENDS OF THE SILT FENCE SHALL BE WRAPPED UPSLOPE SO THE ELEVATION OF THE BOTTOM OF FABRIC IS HIGHER THAN "PONDING HEIGHT".5."HEAVY DUTY" IS SAME AS MACHINE SLICED ONLY HAND INSTALLED.WOVEN MONOFILAMENT (36" WIDE)FILTER FABRIC, ATTACHSECURELY TO UPSTREAMSIDE OF POST WITH 3-50LBTENSILE STRENGTH PLASTICZIP-TIES PER POST WITHINTOP 8" OF FABRIC5' STEEL T-POSTFABRIC SLICED INTOSOIL WITHCOMPACTED BACKFILL5' STEEL T-POST6'-0" MAX.SPACINGSTANDARD DETAILPONDING HEIGHTTRENCH WITH NATIVE BACKFILLLAST REVISED:08/15/17CONSTRUCTION ENTRANCEGD05NOTES:1.FILTER FABRIC SHALL BE PLACED UNDER ROCK/WOOD CHIPS TO STOP MUD MIGRATION THROUGH ROCK/WOOD CHIPS.2.WOODCHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE 80% NOT LESS THAN 2-INCHES AND NOT MORE THAN 5-INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND/OR CHEMICALLY TREATED IS ALLOWED.3.ENTRANCES MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC ROADWAYS. FUGITIVE ROCK OR WOODCHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY.4.LENGTH AND WIDTH TO BE ADJUSTED FOR SITE CONDITIONS.HARD SURFACEPUBLIC ROAD1"-2" WASHED ROCKOR WOODCHIPS PERSPECIFICATIONS18" MINIMUM CUT OFF TOMINIMIZE RUNOFF FROM SITEROCK=12" MIN.WOODCHIPS=18" MIN.20' M IN .WIDTH 50' MIN.12' MIN.15' MIN.VARIESLAST REVISED:08/15/17CONCRETE WASHOUT AREAGD08AANOTES:1.CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL.2.IMPERMEABLE LINER INCLUDES 10 MIL POLY LINER OR COMPACTED CLAY LINER.3.WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS.ROOF ACCESSEARTH BERMMULCH & SEEDSILT FENCECONCRETEWASHOUT SIGNIMPERMEABLE LINERSILT FENCE1.5'MIN.SECTION A-AFILTER CLOTH 4'ABOVE SOURCEOF WATERMIN. 4" OVERLAPLAST REVISED:08/15/17GD21BERMWATER TABLE00 5"0 5"1 4"2 4"3 6"4 6"5 5"6 5"7 5"NOTES:1.MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE.2.SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS.3.MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT.4.LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL.5.DO NOT STRETCH.SLOPE RATIO2:1 (H:V)>2:1 - 1:1STAPLES/YARD1.2 STAPLES1.7 STAPLESSPACING FOR STAPLESSTAPLELENGTHCATEGORYOFBLANKETTYPICAL SLOPE SOIL STABILIZATIONISOMETRIC VIEWTAMP DIRTOVER MAT/BLANKETVA R I E S NON-WOVEN GEOTEXTILEFILTER FABRIC UNDERTYPICAL TREATMENTGENERALSTAPLEPATTERNVA R I E S 4'VARIES12"TEMPORARY EROSION BLANKETSTURF REINFORCEMENT MATS FOR SLOPESWET SLOPE LININGVAR I E S 12"LAST REVISED:08/15/17TEMPORARY EROSION BLANKETSTURF REINFORCEMENT MATS FOR CHANNELSGD22NOTES:1.CHECK SLOTS TO BE CONSTRUCTED PER MANUFACTURERS SPECIFICATIONS.2.STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS.3.MINIMUM OF 3.5 STAPLES/YARD.LONGITUDINALANCHOR TRENCHINITIAL CHANNELANCHOR TRENCHTERMINAL SLOPE ANDCHANNEL ANCHOR TRENCH2 4"3 6"4 6"5 5"6 5"7 5"STAPLELENGTHCATEGORYOFBLANKET6"6"12"STAKE AT 3'-5' INTERVALSCHANNELBOTTOMCHECK SLOT AT 25' INTERVALS6"6"INTERMITTENT CHECK SLOTNOTE:SEE STORM WATER POLLUTION PREVENTION PLANFOR EROSION CONTROL SCHEDULELAST REVISED:08/15/17EROSION CONTROL ATFLARED END SECTIONSGD27REMOVE SILT FENCE TOTHE EDGES OF RIP-RAPINSTALL NEW SILT FENCEPLACE RIP-RAP ON ALLDISTURBED SOILS PERMNDOT STANDARDSPLATE NO. 3133CWOOD FIBER BLANKET ALLDISTURBED AREAS ACCORDINGTO EROSION BLANKET DETAILDOWNSTREAM OUTLETUPSTREAM OUTLETNOTES:1.INFRASAFE CULVERT INLET PROTECTOR OR ENGINEER APPROVED EQUAL.2.FILTER FABRIC MAY BE REPLACED AS REQUIRED BY REMOVING BOLTS/RIVETS CONNECTING HDPE LAYERS AND BOLTING/RIVETING BACK TOGETHER.LAST REVISED:08/15/17CULVERT INLETPROTECTORGD28EMERGENCY OVERFLOWBOLT PROTECTORTO INLET APRONDUAL LAYER HDPE W/400 MICRONFILTER FABRIC BETWEEN LAYERS2" DIA.±2/3 DIA.FLOW LAST REVISED:08/15/17MANUFACTURED INLET PROTECTIONINSTALLATIONNOTES:1.FILTERS MANUFACTURED BY FLEXSTORM.2.MATCH INLET FILTER TO CASTING PER MANUFACTURE'S RECOMMENDATION.3.USE CURB HOOD FOR ALL CURB INLETS.4.MAINTAIN FILTER PER MANUFACTURE'S RECOMMENDATION AND THE SWPPP.5.FILTER BAG SHALL BE FX TYPE (STANDARD WOVEN) UNLESS OTHERWISE STATED ON PLAN.STAINLESS STEEL ROUND INLETFILTER FOR NYLOPLAST "CATCH-ITS"COMBINATION INLETFILTER FOR CURB HOODSTYPICAL RECTANGULARINLET FILTERTYPICAL ROUNDINLET FILTERGD3211-GUAGE STEELSUSPENSION SYSTEMSS STEELCLAMPINGBANDSTANDARD 2"OVERFLOW AREALIFT HANDLESREAR CURB GUARD WITHMAGNETIC TIE DOWN1.REMOVE GRATE.2.DROP FLEXSTORM INLET FILTER\ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE.3.REPLACE GRATE.LAST REVISED:08/15/17RIPRAP OVERFLOWNOTES:1.INSTALL RIPRAP PER MNDOT SPEC 36012.RIPRAP SHALL BE CLASS III PER MNDOT SPEC 3601GD33POND/BASINPLAN6" 18"1' POND/BASINCONTOURSINSTALL RIP-RAP DOWN TOTHE EXISTING GROUND TIE-INFILTER FABRICRIPRAPTOP OF POND/BASIN4:14:1POND/BASINEXISTING GROUND6"5'FILTER FABRICPROFILE VIEWSIDE VIEW18" 12"10'RIPRAP10'24"MAX. 48" TO 72" 1 1/4" 12" 1" 21" TO 42" 1" 6" 3/4" 18" 3/4" 4" 5/8"RCP FLAREDEND SECTIONLAST REVISED:08/11/17ST17NOTE:TIE LAST 3 PIPE JOINTS.USE 2 TIE BOLT FASTENERS PER JOINT INSTALLEDAT 60 DEGREES FROM TOP OR BOTTOM OF PIPE.NOTE:PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO FLARED END.HOT DIP GALVANIZE AFTER FABRICATION.ANCHOR BOTH SIDES6" MAX.PLAN VIEWSIDE VIEWSIZE OF BARS "H" BOLTSHVARIES(SEE PLAN)LAST REVISED:08/10/17ST03STANDARD MANHOLEAANOTES:1.BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET.2.PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED.3.SEE DETAIL ST16 FOR CASTING TYPE.MINIMUM OF TWO 2"ADJUSTING RINGSCONCRETE CATCHBASIN MANHOLEAND BASE TO BECRETEX TYPE 433B ORAPPROVED EQUALMANHOLE COVER TOBE CRETEX TYPE II WITHEITHER 27" ROUND OR24"x36" RECTANGULAROPENINGVARIES 24"SECTION A-APLAN36"VARIES(SEE PLAN)3'LAST REVISED:08/10/17ST04CATCH BASIN (SUMP)AANOTES:1.BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET.2.PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED.3.SEE DETAIL ST16 FOR CASTING TYPE.24"CONCRETE CATCHBASIN MANHOLEAND BASE TO BECRETEX TYPE 433B ORAPPROVED EQUALMANHOLE COVER TOBE CRETEX TYPE II WITHEITHER 27" ROUND OR24"x36" RECTANGULAROPENINGMINIMUM OF TWO 2"ADJUSTING RINGSINVERT ELEVATION(SEE PLAN)SECTION A-APLAN36"ST05RIPRAP AT OUTLETS810108121418201612L(Ft.)TABLE OF QUANTITIES24"DepthDepth18"RiprapRiprapApron(Cu. Yd.)(Cu. Yd.)(Cu. Yd.)(Cu. Yd.)(Cu. Yd.)(Cu. Yd.)RiprapDepth12"(In.)PipeRoundDia.2.32.11.51.21.00.70.50.40.316.413.212.39.48.56.45.92.21.71.61.10.90.80.60.40.30.312.39.99.27.16.44.84.41.51.21.10.80.60.50.40.30.20.212.510.68.26.66.24.74.33.23.0RIPRAP AT OUTLETSCLASS IVCLASS IICLASS III2.929.624.921.122.218.715.814.848423630272421181512PLANSECTION B-BRIPRAP1'2'2'SECTION A-AGRANULAR FILTERGEOTEXTILE FABRICMNDOT 373352GRANULAR CUSHION4GRANULARCUSHIONGEOTEXTILE FABRICMNDOT 373321'1RIPRAPDIA.E 2'32'2'AA1441BBLNOTES:1.FOR PIPES GREATER OR EQUAL TO 30", USE 1.5'.2.GEOTEXTILE FABRIC SHALL COVER THE BOTTOM AND SIDES OF THE AREA EXCAVATED FOR THE RIPRAP, GRANULAR FILTER MATERIALS.3.DIMENSION "E" EQUALS INSIDE WIDTH OF APRON.4.GRANULAR FILTER, MNDOT 3601, MAY BE USED AS A CUSHION LAYER. PLACE FILTER PER MNDOT 2511.5.GRANULAR FILTER OR RIPRAP, MNDOT 3601, TO EXTEND UNDER ENTIRE OPEN PORTION OF PIPE APRON. DEPTH OF MATERIAL UNDER APRON SHALL MATCH RIPRAP DEPTH. WHEN USING RIPRAP INCREASE RIPRAP QUANTITY ACCORDINGLY AND PLACE A 3" LAYER OF 1.5" CRUSHED ROCK UNDER THE APRON TO AID IN GRADING FOR APRON PLACEMENT.6.CONTRACTOR SHALL PLACE RIPRAP, PULVERIZED TOPSOIL, SEED AND WOODFIBER BLANKET IMMEDIATELY AFTER PIPE IS INSTALLED. EXTEND AREA TO MATCH UNDISTURBED SOIL.GranularFilterUnderApronGranularFilterUnderApronGranularFilterUnder4d50 = 6"d50 = 9"d50 = 12"LAST REVISED:08/10/171STORM SEWER CASTING SCHEDULELAST REVISED:08/11/17STRUCTURE LOCATIONST16CASTING TYPECURB & GUTTERCURB & GUTTER @ LOW POINTSTMH IN PAVEMENT OR GREEN SPACECBMH IN PAVEMENTCBMH IN GREEN SPACECBMH IN VALLEY GUTTERSURMOUNTABLE CURB & GUTTERAT DRIVEWAY LOCATIONR-3067-LR-3067-VBR-1642 STAMPED "STORM SEWER"R-2535R-4342R-3362-LR-3501-RN:\0022825.00\DWG\CIVIL\PHASE 2\0022825DT01.DWG 10707/31/20COPART ELK RIVER: PHASE 2 ELK RIVER, MN COPART ELK RIVER: PHASE 2DETAILS 5483207/31/20 JOHN S. BLENKER JSB BCW DWR 05/28/20 © 2020 Westwood Professional Services, Inc. 06/19/20 07/31/20 . . . REVISED PER PARCEL RECONFIGURATION CITY COMMENTS . . .PROJECT NUMBER: 0022825.00SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:OF Common Ground AllianceCall 48 Hours before digging:811 or call811.comLAST REVISED:08/15/17B6 STYLE CURB AND GUTTERSI01NOTES:1.EXPANSION JOINT SPACING IS 100'2.MIN. 3" CL. 5 UNDER C.&G.3.CURB SHALL BE PER MnDOT SPEC 25317"8"X"Y"6"13 1/2"Curb TypeXYB612B618B62424"18"12"20"26"32"SLOPE 3/4" PER FT.13R-3"R=3"R=1/2"INTEGRAL CURB AND WALKSI05NOTES:1.SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT.2.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.LAST REVISED:08/15/17LENGTH & LOCATION NOTED ON PLANS#4 x 3'-0" @ 3'-0" OC FOR WALK#4 x 3'-0" @ 1'-6" OC FORENTRANCE AREA3" R6"TACK COAT3"#4 REBAR6"6"6" 2 1/2"MATCH ARCHITECTURAL PLAN ONWIRE & REBAR IN STOOP AREA6x6 - 6/6 WELDED WIRE FABRIC4" GRANULAR PER ARCHITECTURAL PLANSCURB TO EXTEND TO BOTTOMOF AGGREGATE BASE5" CONCRETE WALKMATCH LINE AGG. BASEBIT. PAVEMENT13xxxxxxx2"PRIVATE CONCRETE SIDEWALKSI08NOTES:1.SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT.2.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.LAST REVISED:08/15/17FINISH GRADESEE PLAN4" CONCRETE WALK WITHCONTRACTION JOINTS EVERY 5' ANDEXPANSION JOINTS EVERY 100' OR AT90° INTERSECTIONS2% CROSS SLOPE6" MIN.4" MNDOT SPEC 3138 CLASS 5AGGREGATE BASEHANDICAP SYMBOLLAST REVISED:08/15/17HANDICAP ACCESSIBLE SIGNAGE AND STRIPINGSI15HANDICAP SIGNNOPARKINGNOTE:BOTTOM OF SIGNS TO BE MOUNTED60"-66" FROM PARKING GRADE, SEESIGN POST INSTALLATION DETAILHANDICAP PARKINGNOTE:STRIPING TO MATCHPARKING, UNLESSPER LOCAL CODENOTE:SEE PLAN FOR PARKING LAYOUTNOPARKINGPARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLENOPARKING ACCESS AISLEHANDICAP PARKING SPACE WITHPAINTED INTERNATIONAL SYMBOL OFACCESSIBILITY WITH CONTRASTINGSQUARE BACKGROUND, CENTEREDTOWARD DRIVE AISLE.HANDICAP PARKINGSIGNS, 12"X18", OR PERLOCAL CODEHANDICAP SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPEHANDICAP PARKING ACCESSAISLE WITH PAINTED 12"HIGH LETTERING OF "NOPARKING" CENTEREDTOWARD DRIVE AISLEPER CITY CODE HANDICAP VANACCESSIBLE PARKINGSIGN, 12"X16", OR PERLOCAL CODE, ASAPPLICABLEFACE OF CURBSIDEWALKHANDICAP SIGNCENTERED AT HEAD OFSPACE, 2' MIN. AND 8'MAX. FROM FACE OFCURB2"-0"2"-0"10" DIAMETER CENTERSYMBOL IN PARKING STALL,ALL LINES TO BE 5" WIDE2"-0"NOPARKING4" WIDE PAINTED STRIPINGAT 45 DEGREES AND AT 2'O.C. AT ACCESS AISLE8'MIN.8'MIN.8'MIN.5°67. 5 °LAST REVISED:08/15/17BOLLARDSI18NOTES:1.4" DIAMETER STD. STL. PIPE CONCRETE FILLED @ DRIVE-THRU ONLY, 6" @ ALL OTHER LOCATIONS INCLUDING UTILITIES, TRASH ENCLOSURE, AND SPRINKLER RISERS. PROVIDE 1/4" WELDED CLOSURE PLATE AT BOTTOM. PAINT EXPOSED PIPE YELLOW, SECURITY BOLLARDS TO RECEIVE POLYETHYLENE COVER.2.24" DIAMETER CONCRETE FOUNDATION. USE SONOTUBE FORM.3.3/8" DIAMETER WELDED HOOPS. 18" DIAMETER TOP, BOTTOM AND CENTER.4.SOLID UNDISTURBED SOIL.5.PROVIDE PITCH, SMOOTH CONCRETE FINISH.4'-0"3'-0" AT DRIVE UP4'-0"3"TOP OFPAVEMENT515234SI19PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS.LAST REVISED:08/15/17PAVEMENT SECTIONS1-1/2" MnDOT TYPE SPWEA340E WEARING COURSE2" MnDOT TYPE SPNWB330E BASE COURSE6" MnDOT SPEC. 3138 CLASS 56" CONCRETE PAVEMENT W/ #4 REBAR AT 16" O.C. EACH WAY6" MnDOT SPEC. 3138 CLASS 5CONCRETE PAVEMENTBITUMINOUS PAVEMENTYARD (ROCK BALLAST) SURFACINGCOMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COAT5" - 2"-MINUS CRUSHED CLEAN ROCK/BALLAST5" MnDOT SPEC. 3138 CLASS 5COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)AALAST REVISED:08/15/17BEAVERTAIL CURBSI31PERSPECTIVESECTION A-ANO SCALENO SCALEB6 STYLE CURBSEE DETAIL SI01BEAVERTAIL3'6"13.5"LAST REVISED:08/15/17CURB CUT WITH CONCRETE SWALESI33FORM ENDS AS B618 CURB & GUTTER4'SECTION A-APERSPECTIVENOTE:MATCH ENDS INTO CURB & GUTTEROR BEAVERTAIL AS NECESSARYFLOWFLOWCONCRETE CURB &GUTTER1:1 TAPERCONCRETE CURB &GUTTER6" DEPTH CONCRETESWALE PER PLAN4' TYP ICAL AAFLOWLAST REVISED:08/15/17SIGN POST WITH BOLLARDSI36NOTE:TOP OF ALL HANDICAP SIGNS TO BE SETAT UNIFORM HEIGHT REGARDLESS OFVAN ACCESSIBLE SIGN OR PENALTY FINESIGN INCLUSION.BOTTOM OF THE LOWEST SIGN TO BE MOUNTED 60"-66" FROM PARKING GRADE RESERVEDPARKINGONLYVANACCESSIBLESIGNAGE PERHANDICAPACCESSIBLESIGNAGE ANDSTRIPING DETAIL12' LONG - GALVANIZED 3 LB.U-CHANNEL SIGN POST6"∅ CONCRETE FILLED STEELPOST PAINTED BLUE2000 P.S.I. CONCRETE6"3'-6" (42")3'-6" (42")3"3'-0"7'-0"3'-0"SIGN INSTALLEDIN LANDSCAPE AREAHANDICAP STALL PARKING SIGNINSTALLED IN PARKING LOTNOTE:1.SIGN TO BE 2-SIDED WHERE HANDICAP PARKING STALLS FACE ONE ANOTHER.2.PARKING GRADE IS DEFINED AS EITHER FLOW LINE OF CURB OR PAVEMENT SURFACEAT THE HEAD OF THE STALL.12"LAST REVISED:06/15/19SIGN POST INSTALLATIONSI14CONCRETE CURB &GUTTERCAP REQUIRED2" GALVANIZEDSTEEL PIPE,ROUND, SET INCONCRETEMOWING EDGEPAVEMENT6" STEELCASINGCONCRETEFOOTING2'-0"MIN.10"BOTTOM OF THELOWEST SIGN TOBE MOUNTED60"-66" FROMPARKING GRADE2'-0"MIN.3'-6" MIN. FROSTDEPTH IF GREATERLAST REVISED:08/15/17SI35SECURITY & SCREENING FENCEGREEN IN COLORN:\0022825.00\DWG\CIVIL\PHASE 2\0022825DT01.DWG 10807/31/20COPART ELK RIVER: PHASE 2 ELK RIVER, MN COPART ELK RIVER: PHASE 2DETAILS 5483207/31/20 JOHN S. BLENKER JSB BCW DWR 05/28/20 © 2020 Westwood Professional Services, Inc. 06/19/20 07/31/20 . . . REVISED PER PARCEL RECONFIGURATION CITY COMMENTS . . .PROJECT NUMBER: 0022825.00SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:OF 88588488688788 5 8 9 0 88 4 88 6 8 8 7 8 8 8 8898 9 1 8 9 2 8 9 3 8 9 4 E.O.F.883.50885890883883884886887888889891892 886 887 888 880878879 880 885 880 878879 881882 885890886887888889891880 885 890 879881882883 884 886 887 888 889 891 892 877877877878878878879875873874876877878879875874876877E.O.F.882.50E.O.F.878.00875873874876877877878878879879875876880881882883877878879885884886885884886887890891892893890 88888989188588188288388488688788 8 88 9 885883884886887880878879881882883 E.O.F.880.25882.50884.50888.70889.68891.06893.25STEXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X S TO STOSTOSTOSTO IE=867.88IE=867.74XXXXXXXXXXX125XXXX X X XXXXXXXXXXX X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXX XXXXXXXXXXXXXXFUTURE BUILDINGFFE=889.00SINGLE-STORY80'x160'6,400 SF - OFFICE6,400 SF - SHOPXXXXXXXXXXXXXX XXXXXINFILTRATIONBASININFILTRATION BASINFUTURE RECEIVING YARDFUTUREPARKINGLOTPREVIOUS PHASE125ABABBBBBBBBBBBABABPARKING LOT AND BUILDINGLANDSCAPE TO BE INSTALLEDWITH BUILDING INSTALLATIONSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:OFFOR PERMIT APPROVAL0'60'120'180'1" = 60'Common Ground AllianceCall 48 Hours before digging:811 or call811.comN:\0022825.00\DWG\CIVIL\PHASE 2\0022825PL01.DWG 10907/31/20COPART ELK RIVER: PHASE 2 ELK RIVER, MN COPART ELK RIVER: PHASE 2LANDSCAPE PLAN 4401807/31/20 JEFFREY R. WESTENDORF JSB JSB JJN 05/28/20 © 2020 Westwood Professional Services, Inc. 06/19/20 07/31/20 . . . REVISED PER PARCEL RECONFIGURATION CITY COMMENTS . . . 60'PROJECT NUMBER: 0022825.00ADRY SWALE / POND MN DOT 33-262 SEED MIXBMESIC PRAIRIE GENERAL MN DOT 35-241 SEED MIXXLANDSCAPE KEYNOTESLANDSCAPE LEGENDOVERSTORY DECIDUOUS TREEORNAMENTAL TREEPERENNIALSSEED LIMITSTREE REQUIREMENT1 TREE PER 40 LF OF SITE PERIMETER PLUS THREE ((4,012 / 40) + 3 = 104 TREES)*COMPLIMENT OF TREES- 50% REQUIRED TREES SHALL BE OVERSTORY TREES, AT LEAST 25% REQUIRED TREES SHALL BE CONIFEROUS TREES, AND 25% REQUIRED TREES SHALL BE ORNAMENTAL TREES.*NOT MORE THAN 50% OF THE REQUIRED NUMBER OF OVERSTORY OR ORNAMENTAL TREES SHALL BE COMPOSED OF ONE SPECIES.TREES REQUIRED= 104TREES PROVIDED= 107(55 PROPOSED OVERSTORY TREES + 26 PROPOSED CONIFEROUS TREES + 26 PROPOSEDORNAMENTAL TREES)LANDSCAPE SUMMARYCONIFEROUS TREEOVERSTORY TREEROOTSIZEBOTANICAL NAMESPACINGREMARKSPLANT SCHEDULECOMMONCODEQTY55B&B-NWM2.5" CAL.NORTHWOOD MAPLEACER RUBRUM 'NORTHWOOD'AS SHOWNSINGLEB&B-BOL2.5" CAL.BOULEVARD LINDENTILIA AMERICANA 'BOULEVARD'AS SHOWNSINGLEB&B2.5" CAL.-RELREDMOND LINDENTILIA AMERICANA 'REDMOND'AS SHOWNSINGLEB&B-TCH1.5" CAL.ORNAMENTAL TREETHORNLESS COCKSPUR HAWTHORNCRATAEGUS CRUSGALLI 'INERMIS'AS SHOWNSINGLE26B&BIMH2.5" CAL.IMPERIAL HONEYLOCUSTGLEDITSIA TRIACANTHOS VAR. INERMIS 'IMPCOLE'AS SHOWNSINGLEB&B-PRE2.5" CAL.PRINCETON ELMULMUS AMERICANA 'PRINCETON'AS SHOWNSINGLEB&B2.5" CAL.-NHENEW HORIZON ELMULMUS X 'NEW HORIZON'AS SHOWNSINGLEB&B-ALS1.5" CAL.ALLEGHENY SERVICEBERRYAMELANCHIER LAEVISAS SHOWNSINGLE-B&B-QUA1.5" CAL.QUAKING ASPENPOPULUS TREMULOIDESAS SHOWNSINGLEB&B-POC1.5" CAL.PROFUSION CRABAPPLEMALUS 'PROFUSION'AS SHOWNSINGLEB&B-BHS6' HT.-CGS6' HT.B&BCONIFEROUS TREEBLACK HILLS SPRUCECOLORADO GREEN SPRUCEPICEA GLAUCA DENSATAPICEA PUNGENSAS SHOWNAS SHOWNFULLFULL26B&B-AUP6' HT.-NOP6' HT.B&BAUSTRIAN PINENORWAY PINEPINUS NIGRAPINUS RESINOSAAS SHOWNAS SHOWNFULLFULLABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINERNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone (320) 253-9495 3701 12th Street North, Suite 206 Fax (320) 358-2001 St. Cloud, MN 56303 Toll Free (800) 270-9495 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:OFCommon Ground AllianceCall 48 Hours before digging:811 or call811.comN:\0022825.00\DWG\CIVIL\PHASE 2\0022825PL01.DWG 101007/31/20COPART ELK RIVER: PHASE 2 ELK RIVER, MN COPART ELK RIVER: PHASE 2 LANDSCAPE NOTES & DETAILS 4401807/31/20 JEFFREY R. WESTENDORF JSB JSB JJN 05/28/20 © 2020 Westwood Professional Services, Inc. 06/19/20 07/31/20 . . . REVISED PER PARCEL RECONFIGURATION CITY COMMENTS . . . ###PROJECT NUMBER: 0022825.00LAST REVISED:10/23/18SHRUB & PERENNIALCONTAINER PLANTINGLA27-CN.T.S.2XCONT.DIAMETERSET CONTAINER ROOT SOIL ONUNDISTURBED SUBSOIL OR MILDCOMPACTED SOIL FOR DEPTH TO MATCHFINISH GRADESCARIFY SIDES AND BOTTOM OF HOLE.DEPTH PER CONTAINER SOIL DEPTHBACKFILL PLANT PIT WITH SPECIFIEDPLANTING SOIL OR AS APPROVEDEDGING AT PLANTING BEDS, AS SPECIFIED,ADJACENT TO LAWN AREASMULCH AS SPECIFIED (AND FILTER FABRIC,AS INDICATED)REMOVE CONTAINER, SCARIFY SIDES, ANDSET SOIL MASS ON COMPACTED SOIL BASEMOUND, MATCHING SHRUBS NATURALGROUNDLINE WITH FINISHED GRADELAST REVISED:10/19/18DECIDUOUS TREEPLANTINGLA28N.T.S.SET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITH FINISHEDSITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIED BACKFILLSOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.TREE WRAP MATERIAL FROM GROUNDLINEUPWARD TO FIRST BRANCHES, AS REQUIRED.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERSET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITHFINISHED SITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIEDBACKFILL SOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERLAST REVISED:10/19/18EVERGREEN TREEPLANTINGLA29N.T.S.1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OFALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL.2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THEIMMEDIATE AREA.4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BIDAND/OR QUOTE BY THE LANDSCAPE CONTRACTOR.5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THEDATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING.REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING.6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO,BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESSTHAN 5:3.7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION)REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY;TEMPORARY ONLY.10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED &BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR.WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLYABOVE FINISHED GRADE.11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS.12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OFEXISTING AND PROPOSED TREES.13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR.15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING.LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS.16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW)AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, ANDLARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12"DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS.17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDSSHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUNDALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDEDHARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL. MULCH AND FABRIC TO BE APPROVED BYOWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE).18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE,AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NOGREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUTDAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPEDDEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, ORRAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS(WHERE APPLICABLE).19.ALL DISTURBED AREAS TO BE SEEDED, UNLESS OTHERWISE NOTED. ALL TOPSOIL AREAS TO BE RAKED TO REMOVEDEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PERMN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN.20.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLYESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR.21.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THESITE DISTURBED DURING CONSTRUCTION.22.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.PLANTING NOTES XXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X XXXXX STOSTOSTOSTO 162NDAVENUENW161STAVENUENWJARVIS STREET NW BURLINGTONNORTHERNRAILROADN.E.CORNERON.E.1/4OFTHSEC.13,TWP.3EAST LINE OF THE N.E. 1/4 OF THE S.E. 1/4 SEC. 13, TWP. 32, RNG. 26 WEST LINE OF THE N.E. 1/4 OF THE S.E. 1/4 SEC. 13, TWP. 32, RNG. 26 550.00330.00SOUTHLINEOFTHENORTH330.00FEETOFTHEN.E.1/4OFTHES.E.1/4SEC.13,TWP.32,RNG.26EASTLINEOFTHEWEST550.00FEETOFTHEN.E.1/4OFTHES.E.1/4SEC.13,TWP.32,RNG.26FENCE LINE IS ON PROPERTY LINE FENCE LINE IS ON PROPERTY LINE FENCE LINE IS ON PROPERTY LINE FENCE LINE IS ON PROPERTY LINE FENCE LINE IS ON PROPERTY LINE PONDPONDPOND CORNERFALLSINWATERCAPPEDPIPECAP#21729CAPPEDPIPECAP#21729CAPPEDPIPECAP#130571/2"OPENPIPECAPPEDPIPECAP#21729CAPPEDPIPECAP#217291/2"PIPEW/BROKENCAPDRAINAGEANDUTILITYEASEMENTPERCASCADEINDUSTRIALPARKDRAINAGEANDUTILITYEASEMENTPERCASCADEINDUSTRIALPARK(TOBEVACATED)DRAINAGEANDUTILITYEASEMENTPERCASCADEINDUSTRIALPARK(TOBEVACATED)DRAINAGE AND UTILITY EASEMENTPER CASCADE INDUSTRIAL PARK DRAINAGEANDUTILITYEASEMENTPERCASCADEINDUSTRIALPARK(TOBEVACATED)20201 2 5 33 33 33 33 606066 PID:75-603-0020ADDRESS:9950165THAVENW,ELKRIVER,MN55330PID:75-720-0110ADDRESS:15970JARVISSTNW,ELKRIVER,MN55330PID:75-720-0105ADDRESS:6000JARVISSTNW,ELKRIVER,MN55330PID:75-013-1415ADDRESS:9643161STAVENW,ELKRIVER,MN55330PID:75-856-0110ADDRESS:N/APID:75-856-0105ADDRESS:N/APID:75-603-0105ADDRESS:16444JARVISSTNW,ELKRIVER,MN55330PID:75-013-4400ADDRESS:15932JARVISSTNW,ELKRIVER,MN55330PID:75-712-0030ADDRESS:N/APID:75-712-0010ADDRESS:N/APID:75-712-0040ADDRESS:N/APID:75-712-0020ADDRESS:N/ASTOSTOAREA:271,450SQ.FT./6.23ACRESSTO12"PLASTICCULVERTINV.=870.7712"PLASTICCULVERTINV.=870.31STMMANHOLERIM=876.88INV.=871.68(S,E,W)CATCHBASINRIM=876.79INV.=872.04(N)18"CATCHBASINRIM=881.74INV.=878.74(S)18"CATCHBASINRIM=881.73INV.=878.13(N,S)24"STORMMANHOLERIM=887.79INV.=UNKNOWN24"24"PLASTICFESINV.=871.0724"RCPFESINV.=873.972 4"XXXXXXX48"CMPINV=868.1830"PLASTICCULVERTINV=867.8830"PLASTICCULVERTINV=867.74PONDPONDRAILROADTRACKS(502.19)(210.02)(213.53)(507.05)(697.00)(301.54)(1012.55)(1807.69)(890.00)(510.42)(189.01)(134.87)(660.09)NORTHQUARTERCORNERSEC.13,TWP.32,RNG.26601 2 5 165THAVENUENWS89°57'28"E889.90S34°12'34"E510.86188.19S00°02'32"W 134.71S89°58'44"ES00°46'42"W 661.39 S89°59'55"E502.18198.00S00°54'21"W S00°54'21"W 1123.34S00°47'05"W 539.89213.57S89°57'38"W209.85N00°43'05"E S89°57'38"W550.05S00°43'05"W 484.12 N38°57'44"W696.726 0.0 0 N 5 1 ° 0 2'1 6 " E N38°57'44"W301.2177.12S89°57'38"WN38°57'44"W1013.22N00°39'05"E 1807.16 S00°43'05"W 330.03 S00°46'42"W 1321.84 50.00 N00°39'05"E RAILROADCONTROLBOXES3350 3350FENCELINEISONPROPERTYLINE FENCELINEIS0.8'INSIDEOFPROPERTYLINEPID: 75-603-0020 ADDRESS: 9950 165TH AVE NW, ELK RIVER, MN 55330 PID:75-603-0010ADDRESS:9730165THAVENW,ELKRIVER,MN55330265.00S89°59'54"E1 2 5 33 33 33 33 6066 66PROPOSEDOUTLOTAAREA:3,387,561SQ.FT./77.768ACRESPROPOSEDLOT1AREA:1,104,282SQ.FT./25.351ACRES162NDAVE.NWAREA:22,495SQ.FT./0.516ACRES621161STAVENUENWAREA:11,614SQ.FT./0.27ACRES506.88 1211L=307 326461 452172860601 2 5 BLOCK121L=215L=19139N:\0022825.00\DWG\SURVEY\0022825V-PPF01.DWG 11SHERBURNECOUNTY,MN6/22/2020MDSCRFNASELKRIVERCOPARTPRELIMINARYPLAT6/22/20COPARTOFCONNECTICUT,INC.SHEETNUMBER:DATE:PREPAREDFOR:OFHORIZONTALSCALE:DRAWN:CHECKED:CREW:INITIALISSUE:REVISIONS:Phone(320)253-9495370112thStreetNorth,Suite206Fax(320)358-2001St.Cloud,MN56303TollFree(800)270-9495© 2020 Westwood Professional Services, Inc.CommonGroundAllianceCall48Hoursbeforedigging:811orcall811.com100PROJECTNUMBER:0022825.00TheLandreferredtointhisCommitmentisdescribedasfollows:RealpropertyintheCityofElkRiver,CountyofSherburne,StateofMinnesota,describedasfollows:OutlotA,CascadeIndustrialPark,SherburneCounty,Minnesota.OutlotC,CascadeIndustrialPark,SherburneCounty,Minnesota.OutlotD,CascadeIndustrialPark,SherburneCounty,Minnesota.ANDOutlotB,ParkviewAddition,SherburneCounty,Minnesota.(Abstractproperty)LEGALDESCRIPTION(NOTTOSCALE)VICINITYMAPSITEDENOTESFOUNDMONUMENTASNOTEDONSURVEYDENOTESSET1/2"x14"IRONPIPEWITHCAP#55343(XXX.XX)DENOTESDISTANCEPERRECORDPLATBEARINGSSHOWNAREBASEDUPONTHESHERBURNECOUNTYCOORDINATESYSTEMSTORMSEWERSTOOWNER:CopartofConnecticut,Inc.14185DallasParkway,Suite300Dallas,TX75254SURVEYOR/ENGINEER:WestwoodProfessionalServices,Inc.370112thStreetNorth,Suite206St.Cloud,Minnesota56303Ph-(320)253-94951.ThissurveywaspreparedwithoutthebenefitofaTitleCommitment.2.PertheCityofElkRiverZoningMap,thesubjectpropertyiscurrentlyzoned(I3)GeneralIndustrialand(R1a)SingleFamilyResidential(onlytheNW1/4oftheNE1/4lieswithinthiszone).3.SubjectPropertyArea=4,522,772Sq.ft.or103.83acres.4.Theundergroundutilitiesshownhavebeenlocatedfromfieldsurveyinformationandexistingdrawings.Thesurveyormakesnoguaranteesthattheundergroundutilitiesshowncompriseallsuchutilitiesinthearea,eitherinserviceorabandoned.Thesurveyorfurtherdoesnotwarrantthattheundergroundutilitiesshownareintheexactlocationindicated,althoughhedoescertifythattheyarelocatedasaccuratelyaspossiblefrominformationavailable.Thesurveyorhasnotphysicallylocatedtheundergroundutilities.5.Thesubjectpropertylieswithin"OtherAreas"ZoneX(Areasdeterminedtobeoutside0.2%annualchancefloodplain)perFEMACommunityPanelNumber27141C0395F,datedNovember16,2011.POWERPOLEELECTRICBOXSIGNWETLANDSTEEL/WOODPOSTTELEPHONEBOXLEGENDFENCELINECURB&GUTTERTREELINEETXGENERALNOTESFLAREDENDSECTIONBEEHIVECATCHBASINCATCHBASINSTORMMANHOLEBEING10FEETINWIDTH,UNLESSOTHERWISEINDICATED,ANDADJOININGLOTLINES,AND5FEETINWIDTHANDADJOININGRIGHT-OF-WAYLINESASSHOWNONTHEPLATPROPOSEDDRAINAGEANDUTILITYEASEMENTSARESHOWNTHUS:(NOTTOSCALE)10 10 557/16/2020-ReviseproposedlotlinesanddedicatedRoW(NAS) Sheet 1 of 2 Sheets CASCADE INDUSTRIAL PARK THIRD ADDITION ©2019WestwoodProfessionalServices,Inc.SITE (NOT TO SCALE) CITY OF ELK RIVER SHERBURNE COUNTY, MN 75.29N00°43'05"EN89°57'32"E193.90N00°47'05"E 197.70 DRAINAGE AND UTILITY EASEMENT PER CASCADE INDUSTRIAL PARK DRAINAGE AND UTILITY EASEMENT PER CASCADE INDUSTRIAL PARK OUTLOT A LOT 1 BLOCK 1 698.80 161ST AVENUE NW 506.88 11.84N89°57'38"E10.82S89°57'38"WL = 3 0 7.1 1 ©=293°15'58"Line Table Line # L1 L2 Length 60.00 60.00 Direction S56°35'41"W N56°40'17"W CORNER FALLS IN WATER CAPPED PIPE CAP #21729 CAPPED PIPE CAP #13057 1/2" OPEN PIPE CAPPED PIPE CAP #21729 CAPPED PIPE CAP #21729 1/2" PIPE W/BROKEN CAP(502.19)(210.02)(213.53)(507.05)L1L2S89°57'28"E889.90S34°12'34"E510.86188.19S00°02'32"W 134.71S89°58'44"ES00°46'42"W 661.39 S89°59'55"E502.18198.00 S00°54'21"W 1123.34 S00°54'21"W S00°47'05"W 539.89 213.57S89°57'38"W209.85N00°43'05"E 550.05S89°57'38"WS00°43'05"W 484.12 N38°57'44"W 696.726 0.0 0 N 5 1 ° 0 2'1 6 " EN38°57'44"W 301.2177.12S89°57'38"WN38°57'44"W 1013.22N00°39'05"E 1807.16 325.54 (697.00)(301.54)(1012.55)(1807.69)(890.00)(510.42)(189.01)(134.87)(660.09)33.0033.00S00°43'05"W 330.03S00°46'42"W 358.53 50.00 N00°39'05"E 460.79552.42N00°46'42"E 963.31 N89°57'38"E1727.84962.801 2 5 1 2 5 1/2"OPENPIPE1/2"OPENPIPE1/2" OPEN PIPE 1/2" OPEN PIPE 1/2" OPEN PIPE NORTH QUARTER CORNER SEC. 13, TWP. 32, RNG. 26 6 0 L3 60.00 S29°57'37"W L4 60.00 S30°02'23"E 138.96N89°59'54"W66 33 50 33 50 NORTHLINEOFOUTLOTAPARKVIEWADDITION21.08 N00°54'21"E 265.00S89°59'54"EL=214.71R=60.00©=205°02'16"CH=117.15CHB=N65°35'59"WR=270.00 L=18.97©=4°01'35"CH=18.97CHB=S 79°27'02"W162ND AVENUENW765.0566.00 Sheet 2 of 2 Sheets©2019WestwoodProfessionalServices,Inc.CASCADE INDUSTRIAL PARK THIRD ADDITION BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AND 5 FEET IN WIDTH AND ADJOINING RIGHT-OF-WAY LINES AS SHOWN ON THE PLAT DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE)10105 5 CITY OF ELK RIVER SHERBURNE COUNTY, MN (XXX.XX')DENOTES DISTANCE PER RECORD PLAT FOUND MONUMENT AS NOTED THE NORTH LINE OF OUTLOT A, PARKVIEW ADDITION IS ASSUMED TO BEAR S89°57'28"E SET 1/2" BY 14" IRON PIPE MARKED BY LICENSE NO. 55343 0'120'240'360' SCALE IN FEET DENOTES WETLAND 1 INCH = 120 FEET 13065 Orono Parkway Elk River, MN 55330 763.635.1000 ElkRiverMN.gov July 9, 2020 John Blenker, PE via email: John.Blenker@westwoodps.com Westwood mason.laycock@copart.com 370 12th St. N, Suite 206 St. Cloud, MN 56303 Re: Staff Comments for Copart’s Salvage Yard Application City staff reviewed the updated Copart Salvage Yard applications on Monday July 6, 2020, and has the following comments. Please provide a response letter and updated plans prior to July 20, 2020. 1. Remove the proposed cul-de-sac extension of Buchanan Street NW and provide dedicated R/W around the existing cul-de-sac for 162nd Ave NW. 2. Update the R/W vacation request to include all rights-of-way outside of the proposed cul-de-sac for 161st Ave NW and the required R/W around the 162nd Ave cul-d-sac. 3. Update the final plat to include the city as a property owner and appropriate signature lines. The signature line for the Elk River City Attorney can also be removed. 4. Relocate the property line between what will be the city’s parcel, outlot B, and Copart’s parcel, Lot 1, Block 1, approximately 78 feet further south. The current parcel line reduces the useable area of the city owned lot from approximately 29.06 acres under the existing configuration to approximately 25.94 acres. a. This change keeps the useable portion of the city lot similar to the existing useable area and increases Copart’s useable area from ~23.74 acres to ~23.85 acres. b. The resulting swap would be ~15.25 acres from Copart to the City and ~12.5 acres from the city to Copart. 5. Site plans identify an 8 foot tall opaque green fence around the perimeter of the storage area. 6. The grading plan places the highest point of the car storage area approximately 15 to 20 feet above the city owned parcel to the north. Can site grading be adjusted to reduce visual impacts? 7. Landscape standards are met, and a vegetative buffer is placed along the railroad tracks. 8. Engineering and stormwater continue to review the site plans, additional comments will follow when their review is complete. Additionally, the Planning Commission will review the Preliminary Plat and CUP on July 28, 2020, and, with their recommendation, the City Council will review the Pre/Final Plats, CUP, and Easement Vacation on August 3, 2020. Please contact me to discuss any of these comments. Sincerely, Zack Carlton, AICP Planning Manager 763.635.1035 _ IS Svwyr au _ , CA 0 T J e,ivuv Honc O �wi CL } Is slnavr CU ,is cn 0 ise rvNv n x � c� � J cu � L U new Multi-use sport area new Multi-use field existing Multi-use grass field with lighting existing youth baseball & softball field n ew entry signage playground restrooMs existing full size baseball field existing full size baseball field existing youth baseball & softball field existing youth baseball & softball field existing youth baseball & softball field 165th ave Cargil ownership jarvis st nwjarvis st nw161st ave paved parking 240’ 375’ 340’340’ HOISINGTON KOEGLER GROUP, INC.youth athletic coMplex (yac) 6/14/2018 retention pond batting cages playground parking: 468 parking: 116 parking: 255 parking: 263 batting cages retention pond boardwalk connection over wetland new signature baseball new little league baseball proposed connection to south coMplex n updated entry signage 300’ 300’300’ 300’ r a i l r o a d r f I f L r I 165TH AV i1ro�IrEofl�Tarsro�rA�f , � . a �3 — � _ -- y - '■� PARKING: 468 BATTING C PARKIN&: CA&ES - _ J PA VEO 76 300' ' { PARKING fZlSl�ff4 rouTrr � k�' �� ' dA SEdAildSOFTifAii PLAYGROUND EXISrINOVOL�Trr � k fZISrIllGllplrlilSf Y F!F!O OASERA U & SOFTIA ii GRASS HEW F!F!O NYfA ERrINd ` BOARDWALK NO 1 � 1 CONNECTION OVER1 !Q :.G . WETIAIq R x aEsmoms - - " w 0 CA RGI L OWNERSHIP rI .t�4 y f . +s I EXISTIM4 roorly roo Trr ' 6.451"ii41SOFTSAIi irmilAii#SJFTifAii OR++ � } EIfiO F1110 or 300`+ • if ( PROPOSED CONNECTION TO SOUTH COMPLEX 1 ■ * � 4 ' T .. Tffr � d, r 4iff RETENTION IP{N A I - POND EZIsrimelgiiSIZE EZISTIPOIUtz SIZE !! *' ML iASfOAlI EIEIO AASfOAl. i!F!O BATTING 340' CA&ES f IP dL Jm 5 V t 010- ' AL r IV Ir i i i i I f) n i u i i Lainji i i i nauuun= i-* a A. "i F NEW LITTLE SEA&UE BASEBALL * 740+ x ti =M r 7 MI - ti � TR {J 0_ _ A s NEN NEW MULTI -OSE SIGNATURE FIELD BASEBA LI }7+a+ P-rr v b ie46AMpE [,rArrr22ial - � ' frm 9PAM 0 E94--..Ah"01 — ' m — IMT1P& iliiW.f W WA 1 �,%L�1�• � � f X11 r �f 14n1�.� L+�•.t � * E>M1 TPA LbgW r..e* �m •wt -------- ----_ gom AwLek k 1 -:* 1 ow I mu N 47s, * mit" Y ow l7F"n frim lNwft %~ dw a%m*L am "1 -r rear I "t &� arame JIM " qi" ft Mft fi�t� tea= eir� � s?f_%o :mss �- COPART OF CONNECTICUT, INC L 1-ol[m HOISINGTON KOEGLER mn GROUP, INC. Fdver ELIC RIMER COPART SHFRKUPN* COUNTY. MN Fa� !Pore ' - C k j ''• r 'I .45• 161 ST AVE � Jr - Opt y t A`- s A 6L • = dim # „r'k wfr lk 4$ ' Z � 1 �T r� 1 ' � r WeAwmad Irl.r.& mLh.mwb,. iii+ Fri mrftm K +L b... it l m tJip JWJEllFl IM Lam! 6" Vkiw 1'Iwakmo an" ift.yry mumoppopmn vblhl rPwd..rldswqqmLftlL PRE LI M I NARY PLAT PROA CT #+1UMBIR 4022825.: mm 612212020 City of Elk ^--� City of Elk River River Planning Commission Resolution 20-01 A Resolution of the Planning Commission of the City of Elk River Finding that a Land Exchange of Real Property is Consistent with the City of Elk River Comprehensive Plan WHEREAS, the City,of Elk River "City," has agreed to terms with Copart of Connecticut "Applicant" for the exchange of property,in the Cascade Industrial Park; and WHEREAS, the City,would acquire approximately 15.25 acres of land from the Applicant and the City,would deed approximately 12.5 acres of land to the Applicant, as is depicted in Exhibit A; and WHEREAS, the land exchanged will improve the development potential of city,owned property,,including the planned future expansion of the Youth Athletic Complex; and WHEREAS, Minn. Stat. 462.356, subd. 2 requires that the Planning Commission review the acquisition or disposition of public property,for consistency with the Comprehensive Municipal Plan. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City,of Elk River, Minnesota, as follows: The Planning Commission finds that the land exchange depicted in Exhibit A is consistent with the Comprehensive Municipal Plan. Passed and adopted this 12`i' day of August, 2020. Jill Larson-Vito, Planning Commission Chair ATTEST: Tina Allard, City,Clerk p 0 W I R 1 9 ® r NATURE