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5.2. PCSR 11-26-2019Request for Action To Item Number Planning Commission 5.2 Agenda Section Meeting Date Prepared by Public Hearings November 26, 2019 Zack Carlton, Planning Manager Item Description Reviewed by Copart Phase II – 75-712-0010,75-712- 0030, & Chris Leeseberg, Senior Planner 75-712-0040 Reviewed by  Conditional Use Permit to Operate a Salvage Yard, Case No. CU 19-09 Action Requested Recommend, by motion, approval of the Conditional Use Permit authorizing operation of a salvage yard on PID’s 75-712-0010, 75-712-0030, & 75-712-0040, with the following conditions: 1. Update the site plan to show the presence of an approved surface (bituminous, class 5, or concrete) on all driving and parking areas. 2. All fencing shall be green in color in order to reduce visual impacts around the property. 3. Follow the 2015 Minnesota State Fire Code Appendix D for Fire Apparatus Access Roads. 4. Follow all city stormwater management practices and procedures established as part of phase 1 of the Copart project. 5. NPDES permit should be amended to include both phases. 6. Complete a traffic study to document short and long-term th traffic impacts to Jarvis St., 165 Ave., and the intersections of th US Highway 10 with Jarvis and 165 Ave. Include the total number of vehicle spaces available on site, vehicle trips per day, vehicle drop-off staging locations, and timing of vehicle arrivals. 7. Submit a vehicle staging plan. Parking, stalling and staging will rdth not be permitted on Jarvis St., 163 Ave., or 165 Ave. or any other rights-of-way. 8. City ordinance requires 1 tree per 40 linear feet of perimeter, plus three more. This results in a requirement for 134 trees (50% deciduous, 25% evergreen, and 25% ornamental). Credits will be given for any trees that will remain on the property after construction. Submit a landscape plan demonstrating compliance with the ordinance. Background/Discussion The applicant, Copart of Connecticut, Inc., has proposed establishing a salvage yard on three outlots (PID’s 75-712-0010, 75-712- 0030, & 75-712-0040). The properties are zoned I-3 (General Industrial) where The Elk River Vision A welcoming community with revolutionary and spirited resourcefulness, exceptional service, and community engagement that encourages and inspires prosperity salvage yards require a Conditional Use Permit (CUP). This will be the second phase of Copart’s business plans 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 total 28 acres and are currently vacant/undeveloped outlots. The application package includes a request to vacate the undeveloped right-of-way through the property, and a final plat combining the existing outlots into one buildable lot. Staff again has similar 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 measures through the CUP process, and those same standards are again required for this phase. Applicable Regulation 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: 1. Will 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 or general welfare 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 has concerns regarding traffic impacts on the surrounding streets and intersections with US Highway 10. Staff has also included a requirement to complete a traffic study to identify those impacts. The application also 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. Will be consistent with the comprehensive plan. The property is guided for industrial uses and the use is consistent with the Comprehensive Plan. Staff does not see a need to impose specific conditions to satisfy this standard. 3. Will not impede the normal and orderly development and improvement of surrounding vacant property. The city owns a large piece of developable land west of the project area. To ensure the long-term viability of this site, Copart has included a dedication of public right-of-way through the north section of their site, extending to the city-owned lot. Staff is also in discussions with Copart regarding a land-swap that would exchange approximately 15 acres of land to provide both sites with direct access to the existing culs-de-sac. As the access concerns are addressed in the final plat, staff does not see a need to impose specific conditions to satisfy this standard. N:\\Departments\\Community Development\\Planning\\Agendas\\PC Packets\\2019\\11-26-2019\\LASERFICHE\\5.2 sr PC Copart 2.docx 4. Will be served adequately by and will not adversely affect essential public facilities and services including streets, police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in particular, create traffic 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. Additional conditions or requirements may be added as a result of the traffic study, but at this time staff does not see a need to impose additional conditions specific to these concerns. Staff also included conditions requiring clarification of 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. 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. 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, relatively flat 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 with all other requirements of this Code, including any applicable requirements and standards for the issuance of a license or permit 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 January 6, 2020. Council Meeting If acted on, this item will go to the December 16, 2020, City Council meeting. Attachments  Location Map  Applicant’s Narrative  Site Plans  Final Plat of Cascade Park Third Addition N:\\Departments\\Community Development\\Planning\\Agendas\\PC Packets\\2019\\11-26-2019\\LASERFICHE\\5.2 sr PC Copart 2.docx 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 is already in control of the 20 acre parcel and has an approved Conditional Use Permit for that 20 acres, previously referred to as (“Phase I”). Copart will use the 20 acre parcel as approved until they purchase the additional 28 acres to the north (“Phase II”) and make the combined parcels a full yard. Phase I The existing owner of the 20 acres has been asked to clean up and vacate the property prior to Copart occupying the space. Once the site is vacated, Copart will start the development and improvements for the 20 acres. 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. This next phase will be added to Phase I to operate as a full new facility. Phase II will include the construction of a new operations building, a paved parking lot, additional stormwater treatment and ponding, and the construction of an 8’ tall, 100% opaque, dark green screening and security fence. The new single-story building will include a new office and shop area, approximately 6,400 square feet for each of the office and shop (12,800 SF total). This phase will also include the construction of a new well and septic for the building. The Facility will have approximately 14 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. Summary Copart is experiencing rapid growth of new business in the region and is looking at opening a new Facility as soon as possible. The Elk River area and the above referenced parcels have been identified as a potential location. Copart has approved plans and is starting construction on the first 20 acres and is requesting approval of the next phase (28 acres) of their project for continuation of their expansion in the area. N:\0022825.00\DWG\CIVIL\PRELIM\0022825CV01.DWG COPART ELK RIVER: PHASE 2 © 2019 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: MASON LAYCOCKPHONE: (972) 391-5375EMAIL: MASON.LAYCOCK@COPART.COMSITEVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.....................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: 10/28/19SHEET: 1 OF 8PROJECT NUMBER: 0022825.00Sheet List TableSheet NumberSheet Title1Cover2Existing Conditions3Site Plan4Grading Plan5Utility Plan6Erosion Control Plan7Details8Details161ST AVE NW 163RD AVE NW JARVIS ST NW 880885890877878879881882883884886887888889891892 880877878879881 882875873874876877878879875880871872873874876877878879 875 873874876876877877878878879879880879881882877877878879880876877878879 885 890 881882883884886887 888 889891892893894 881875 872873874876877878 875876877878875873874876877875 876876 88088589 0877878879 881 882 883884886887 888 889 891 8808 8 5 8768778788798 8 1 8 8 2 8 8 3 8 8 4 8 8 6 885883884 886 887 890 887888889891885890884886887888889891890891892890888889891892 875871872873874876877878879880885881882883884886877878ST EXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXSTOSTOSTOSTO STOSTOSTOSTO162ND AVENUE NW BUCHANAN STREET NW161ST AVENUE NW WEST LINE OF THEN.E. 1/4 OF THE S.E. 1/4SEC. 13, TWP. 32, RNG. 26484.12330.00SOUTH LINE OF THE NORTH 330.00 FEET OF THE N.E. 1/4 OF THE S.E. 1/4 SEC. 13, TWP. 32, RNG. 26 EAST LINE OF THE WEST 550.00 FEET OF THE N.E. 1/4 OF THE S.E. 1/4 SEC. 13, TWP. 32, RNG. 26FENCE LINE IS ON PROPERTY LINEFENCE LINE IS ON PROPERTY LINEFENCE LINE IS ON PROPERTY LINEFENCE LINE IS ON PROPERTY LINEPONDPOND PONDWETLANDCORNER FALLS IN WATER CAPPED PIPECAP #21729CAPPED PIPECAP #21729 CAPPED PIPECAP #13057 1/2" OPEN PIPE CAPPED PIPE CAP #21729 CAPPED PIPE CAP #21729 DRAINAGE AND UTILITY EASEMENTPER CASCADE INDUSTRIAL PARK DRAINAGE AND UTILITY EASEMENT PER CASCADE INDUSTRIAL PARK DRAINAGE AND UTILITY EASEMENT PER CASCADE INDUSTRIAL PARK DRAINAGE AND UTILITY EASEMENTPER CASCADE INDUSTRIAL PARKDRAINAGE AND UTILITY EASEMENT PER CASCADE INDUSTRIAL PARK 10 10 101010 10 10101020 20333360 60 6663PID: 75-720-0110 ADDRESS: 15970 JARVIS ST NW, ELK RIVER, MN 55330 PID: 75-013-1415 ADDRESS: 9643 161ST AVE NW, ELK RIVER, MN 55330 PID: 75-856-0110ADDRESS: N/APID: 75-856-0105ADDRESS: N/APID: 75-603-0105ADDRESS: 16444 JARVISST NW, ELK RIVER, MN 55330 6ƒ (6ƒ :1ƒ (6ƒ (6ƒ :L=344.84R=330.00© ƒ 6ƒ :1ƒ :L=384.08R=270.00© ƒ 138.966ƒ (6ƒ :1ƒ (6ƒ :6ƒ :1ƒ ((484.43) 1ƒ : 1ƒ (6ƒ : 1ƒ ( (212.53) (P)(507.05) (P)(764.17) (P)297.03(352.17) (P)(352.17) (P)(1288.85) (P)(502.19) (P)(138.95) (P)33.001ƒ (33.011ƒ (66.011ƒ (66.006ƒ :PID: 75-712-0030 ADDRESS: N/A PID: 75-712-0010 ADDRESS: N/A PID: 75-712-0040 ADDRESS: N/A PID: 75-712-0020ADDRESS: N/ASTOSTOSTOSTO AREA: 271,450 SQ. FT./6.23 ACRES AREA: 496,474 SQ. FT./11.40 ACRES AREA: 354,444 SQ. FT./8.14 ACRES 876877878877 87 8878 8 7 7 890888STOSTO87787812" PLASTIC CULVERTINV.=870.7712" PLASTIC CULVERTINV.=870.31 STM MANHOLERIM=876.88INV.=871.68 (S,E,W)CATCH BASINRIM=876.79INV.=872.04 (N)18"CATCH BASIN RIM=881.74 INV.=878.74 (S)18"CATCH BASIN RIM=881.73 INV.=878.13 (N,S)24"STORM MANHOLE RIM=887.79 INV.=UNKNOWN 24"24" PLASTIC FESINV.=871.07 24" RCP FES INV.=873.97 24"WETLAND BOUNDARY(TYP.)PRE V I O U S P H A S ESHEET NUMBER:VERTICAL SCALE:DATE:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(320) 253-94953701 12th Street North, Suite 206Fax(320) 358-2001St. Cloud, MN 56303Toll Free(800) 270-9495DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAPREPARED FOR:N:\0022825.00\DWG\CIVIL\PRELIM\0022825EX01.DWG 82ELK RIVER, MN10/28/19JSBBCWDWRCOPART ELK RIVER: PHASE 2EXISTING CONDITIONSCOPART ELK RIVER: PHASE 210/28/195483210/28/19JOHN S. BLENKERFOR PERMIT APPROVAL© 2019 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'60'120'180'1" = 60'..........60'12' or 6'PROJECT NUMBER: 0022825.00SOIL 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 LINEEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINETRAFFIC SIGNALMAST ARM W/ LIGHTMAST ARMWEATHER STATIONBENCHOIL WELLTURBINESAGURAIRRIGATION MANHOLEMET TOWERIRRIGATION VALVEFIBER OPTIC PEDESTALIRRIGATION SHCABLE TV MANHOLEFIBER OPTIC MANHOLEIRRIGATION SPWINDMILLFARM HYDRANTREDUCE PRESSURE VALVESTORM INTERCEPTOROIL MANHOLEDRYWELLCATCH BASIN MANHOLEDOWNSPOUTDOUBLE DETECTOR CHECK VALVESTOCK TANKSEPTIC COVERPOWER POLE WITH LIGHTOIL PUMP JACKI.V.FOUND MONUMENT(SEE LABEL)SET MONUMENT(SEE LABEL) ST EXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXSTOSTOSTOSTO STOSTOSTOSTOSTO STO STO STO STO STO DRAINAGE AND UTILITY EASEMENT DRAINAGE ANDUTILITY EASEMENTOUTLOT A LOT 1 BLOCK 1 162ND AVENUE NW 161ST AVENUE NW (502.19)(1321.85)(210.02)(213.53)(507.05)XXXXXXX X X X X X X X X X X XXXXXXX X X XXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XXX X X XXXXXXPROPOSED BUILDINGFFE=889.00SINGLE-STORY80'x160'6,400 SF - OFFICE6,400 SF - SHOPINFILTRATION BASININFILTRATIONBASINSTORWMATERPOND100% OPAGUE, 8' TALL, GREEN INCOLOR, SCREEN AND SECURITYFENCING. SEE DETAIL SI35 (TYP)18'24'40'24'18'18151517R60'28'PRE V I O U S P H A S ESTORAGE BLOCK(TYP.)DRIVE LANE(TYP.)WETLAND BUFFER(TYP.)WETLAND SETBACK(TYP.)RECEIVING YARDSHEET NUMBER:VERTICAL SCALE:DATE:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(320) 253-94953701 12th Street North, Suite 206Fax(320) 358-2001St. Cloud, MN 56303Toll Free(800) 270-9495DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAPREPARED FOR:N:\0022825.00\DWG\CIVIL\PRELIM\0022825SP01.DWG 83ELK RIVER, MN10/28/19JSBBCWDWRCOPART ELK RIVER: PHASE 2SITE PLANCOPART ELK RIVER: PHASE 210/28/195483210/28/19JOHN S. BLENKERFOR PERMIT APPROVAL© 2019 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'60'120'180'1" = 60'..........60'12' or 6'PROJECT NUMBER: 0022825.00·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 THIS PLANARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONSPRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEERSHOULD 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 ADJACENT PROPERTIES.GENERAL SITE NOTESPROPERTY LINEBUILDING SETBACK LINEEASEMENT LINECURB AND GUTTERPOND NORMAL WATER LEVELCONCRETE PAVEMENTNUMBER OF PARKING STALLSSITE LIGHTINGEXISTINGPROPOSEDFENCEGRAVEL SURFACINGSTANDARD DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5 PARKING SETBACK LINEHEAVY DUTY BITUMINOUS PAVEMENT 880885890877878879881882883884886887888889891892 880877878879881 882875873874876877878879875880871872873874876877878879 875 873874876876877877878878879879880879881882877877878879880876877878879 885 890 881882883884886887 888 889891892893894 881875 872873874876877878 875876877878875873874876877875 876876 88088589 0877878879 881 882 883884886887 888 889 891 8808 8 5 8768778788798 8 1 8 8 2 8 8 3 8 8 4 8 8 6 885883884 886 887 890 887888889891885890884886887888889891890891892890888889891892 875871872873874876877878879880885881882883884886877878ST EXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXSTOSTOSTOSTO STOSTOSTOSTOFENCE LINE IS ON PROPERTY LINEFENCE LINE IS ON PROPERTY LINEFENCE LINE IS ON PROPERTY LINEFENCE LINE IS ON PROPERTY LINEPONDPOND PONDWETLANDSTOSTOSTOSTO 876877878877 87 8878 8 7 7 890888STOSTO87787812" PLASTIC CULVERTINV.=870.7712" PLASTIC CULVERTINV.=870.31 STM MANHOLERIM=876.88INV.=871.68 (S,E,W)CATCH BASINRIM=876.79INV.=872.04 (N)18"CATCH BASIN RIM=881.74 INV.=878.74 (S)18"CATCH BASIN RIM=881.73 INV.=878.13 (N,S)24"STORM MANHOLE RIM=887.79 INV.=UNKNOWN 24"24" PLASTIC FESINV.=871.07 24" RCP FES INV.=873.97 24"8858908848868878888898918928938948778788798858908958 8 3884 8 8 6887 8888898918928938948808858788798818828838848868 8 6 8878 8 7880878879881882880885878879881882883884886887888885 890 8 8 2 8 8 3 884 886 887 888 889 891 89 2 89 3 880878879 886887888875 872873874876877 875876877879879 880885880885DRAINAGE AND UTILITY EASEMENT DRAINAGE ANDUTILITY EASEMENTOUTLOT A LOT 1 BLOCK 1 162ND AVENUE NW 161ST AVENUE NW (502.19)(1321.85)(210.02)(213.53)(507.05)XXXXXXX X X X X X X X X X X XXXXXXX X X XXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XXX X X XXXXXXPROPOSED BUILDINGFFE=889.00SINGLE-STORY80'x160'6,400 SF - OFFICE6,400 SF - SHOPINFILTRATION BASININFILTRATIONBASINSTORWMATERPONDPRE V I O U S P H A S ERELOCATE AND EXPANDEXISTING PONDDITCHES TO BE UTILIZED TOREDIRECT STORMWATER RUNOFFTO INFILTRATION BASINSHEET NUMBER:VERTICAL SCALE:DATE:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(320) 253-94953701 12th Street North, Suite 206Fax(320) 358-2001St. Cloud, MN 56303Toll Free(800) 270-9495DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAPREPARED FOR:N:\0022825.00\DWG\CIVIL\PRELIM\0022825GD01.DWG 84ELK RIVER, MN10/28/19JSBBCWDWRCOPART ELK RIVER: PHASE 2GRADING PLANCOPART ELK RIVER: PHASE 210/28/195483210/28/19JOHN S. BLENKERFOR PERMIT APPROVAL© 2019 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'60'120'180'1" = 60'..........60'12' or 6'PROJECT NUMBER: 0022825.00982SOIL BORING LOCATIONWATER MAINPROPOSED982SPOT ELEVATIONGRADING LEGENDE.O.F.PROPERTY LINE980POND NORMAL WATER LEVELEMERGENCY OVERFLOWSB-19STORM 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 VERIFYSITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIESARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, 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 TRENCH EXCAVATION ANDBACKFILL/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 WATERED UNTIL A HEALTHY STANDOF 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 BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM 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 WITH UNIFORM SLOPES BETWEENPOINTS 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 CONTOURSARE 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 CONSTRUCTION IS COMPLETED. THECONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE 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 DISCHARGE ELIMINATION 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 BEACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OFTHE 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 THE PURPOSE OF REMOVINGUNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.GRADING NOTES0.00%900.00900.00 DRAINAGE AND UTILITY EASEMENT DRAINAGE ANDUTILITY EASEMENTOUTLOT A LOT 1 BLOCK 1 162ND AVENUE NW 161ST AVENUE NW (502.19)(1321.85)(210.02)(213.53)(507.05)XXXXXXX X X X X X X X X X X XXXXXXX X X XXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XXX X X XXXXXXPROPOSED BUILDINGFFE=889.00SINGLE-STORY80'x160'6,400 SF - OFFICE6,400 SF - SHOPINFILTRATION BASININFILTRATIONBASINSTORWMATERPONDCBMH-404 (27" Ø)RE=884.74IE=881.74 (W)CBMH-403 (48" Ø)RE=885.05IE=881.70 (E)IE=881.70 (S)SUMP=878.706 LF-12" STMSWR @ 0.75%15" FES-4024.8 CU YD CLASS III RIPRAPIE=878.50192 LF-15" STMSWR @ 1.67%12" FES-501IE=876.00 (S)12" FES-5004.4 CU YD CLASS III RIPRAPIE=875.7636 LF-12" STMSWR @ 0.67%CBMH-601 (27" Ø)RE=877.92IE=873.00 (N)12" FES-6004.4 CU YD CLASS III RIPRAPIE=871.90245 LF-12" STM SWR @ 0.45%OCS-800 (48" Ø)RE=876.50IE=870.66 (NW)STMH-701 (48" Ø)RE=878.92IE=871.33 (N)24" FES-7009.2 CU YD CLASS III RIPRAPIE=871.1153 LF-24" STMSWR @ 0.40%CBMH-401 (27" Ø)RE=881.50IE=878.00 (S)12" FES-4004.4 CU YD CLASS III RIPRAPIE=876.0048 LF-12"STM SWR @4.20%ST EXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXSTOSTOSTOSTO STOSTOSTOSTOFENCE LINE IS ON PROPERTY LINEFENCE LINE IS ON PROPERTY LINEFENCE LINE IS ON PROPERTY LINEFENCE LINE IS ON PROPERTY LINEPONDPOND PONDWETLANDSTOSTOSTOSTO STO STO12" PLASTIC CULVERTINV.=870.7712" PLASTIC CULVERTINV.=870.31 STM MANHOLERIM=876.88INV.=871.68 (S,E,W)CATCH BASINRIM=876.79INV.=872.04 (N)18"CATCH BASIN RIM=881.74 INV.=878.74 (S)18"CATCH BASIN RIM=881.73 INV.=878.13 (N,S)24"STORM MANHOLE RIM=887.79 INV.=UNKNOWN 24"24" PLASTIC FESINV.=871.07 24" RCP FES INV.=873.97 24" PRE V I O U S P H A S EREMOVE FLARED ENDSECTION & 103 LF OFSTORM PIPEREMOVE 56LF OFSTORM PIPESHEET NUMBER:VERTICAL SCALE:DATE:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(320) 253-94953701 12th Street North, Suite 206Fax(320) 358-2001St. Cloud, MN 56303Toll Free(800) 270-9495DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAPREPARED FOR:N:\0022825.00\DWG\CIVIL\PRELIM\0022825UT01.DWG 85ELK RIVER, MN10/28/19JSBBCWDWRCOPART ELK RIVER: PHASE 2UTILITY PLANCOPART ELK RIVER: PHASE 210/28/195483210/28/19JOHN S. BLENKERFOR PERMIT APPROVAL© 2019 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'60'120'180'1" = 60'..........60'12' or 6'PROJECT NUMBER: 0022825.00EXISTINGPROPOSEDSANITARY SEWERSTORM SEWERWATER MAINEASEMENT LINEPROPERTY LINEHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASUNDERGROUND ELECTRICUNDERGROUND TELEPHONEOVERHEAD ELECTRICOVERHEAD TELEPHONETELEPHONE FIBER OPTICCABLE TELEVISIONCURB AND GUTTERUTILITY LEGEND1.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALLBE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THECURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BYTHE CITY ENGINEERS ASSOCIATION OF MINNESOTA.2.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATEAND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEERTHAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THECONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.3.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION ANDDIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS ANDEXACT BUILDING UTILITY CONNECTION LOCATIONS.4.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OFTHE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICELINE CONSTRUCTION WITH THE UTILITY COMPANIES.5.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FORADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THEJOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TOCONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION.6.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGSWITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS ORCONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.7.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISESHOWN OR NOTED.8.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATERLINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 ANDINSTALLED PER AWWA C605 IF ALLOWED BY CITY.9.ALL WATER LINES SHALL HAVE 8' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OFCOVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4INCHES OF THICKNESS.10.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC)SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321.SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLORTO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TOMINNESOTA PLUMBING CODE, PART 712.0.11.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 LARGER UNLESS OTHERWISE NOTED, PER ASTM C76WITH R-4 GASKETS.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTOM252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OFASTM 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 ANDINSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT ORWATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWERLOCATED 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 PERMINNESOTA RULES, PART 7560.0150.GENERAL UTILITY NOTES 880885890877878879881882883884886887888889891892 880877878879881 882875873874876877878879875880871872873874876877878879 875 873874876876877877878878879879880879881882877877878879880876877878879 885 890 881882883884886887 888 889891892893894 881875 872873874876877878 875876877878875873874876877875 876876 88088589 0877878879 881 882 883884886887 888 889 891 8808 8 5 8768778788798 8 1 8 8 2 8 8 3 8 8 4 8 8 6 885883884 886 887 890 887888889891885890884886887888889891890891892890888889891892 875871872873874876877878879880885881882883884886877878ST EXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXSTOSTOSTOSTO STOSTOSTOSTOSTO STO STO STO 876877878877 87 8878 8 7 7 890888STOSTO877878 8858908848868878888898918928938948778788798858908958 8 3884 8 8 6887 8888898918928938948808858788798818828838848868 8 6 8878 8 7880878879881882880885878879881882883884886887888885 890 8 8 2 8 8 3 884 886 887 888 889 891 89 2 89 3 880878879 886887888875 872873874876877 875876877879879 880885880885OUTLOT A LOT 1 BLOCK 1 162ND AVENUE NW 161ST AVENUE NW (502.19)(1321.85)(210.02)(213.53)(507.05)XXXXXXX X X X X X X X X X X XXXXXXX X X XXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XXX X X XXXXXXPROPOSED BUILDINGFFE=889.00SINGLE-STORY80'x160'6,400 SF - OFFICE6,400 SF - SHOPINFILTRATION BASININFILTRATIONBASINSTORWMATERPONDPRE V I O U S P H A S E SFSFSFSFSFSF SFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSF SF SF SHEET NUMBER:VERTICAL SCALE:DATE:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(320) 253-94953701 12th Street North, Suite 206Fax(320) 358-2001St. Cloud, MN 56303Toll Free(800) 270-9495DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAPREPARED FOR:N:\0022825.00\DWG\CIVIL\PRELIM\0022825EC01.DWG 86ELK RIVER, MN10/28/19JSBBCWDWRCOPART ELK RIVER: PHASE 2EROSION CONTROL PLANCOPART ELK RIVER: PHASE 210/28/195483210/28/19JOHN S. BLENKERFOR PERMIT APPROVAL© 2019 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'60'120'180'1" = 60'..........60'12' or 6'PROJECT NUMBER: 0022825.00PROPERTY LINESILT FENCEPOND NORMAL WATER LEVELROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEMERGENCY OVERFLOWSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWERINLET PROTECTIONEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)TURF REINFORCEMENT MATEROSION CONTROL LEGEND1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TOANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF ORGROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BEMAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THEGRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES,HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADINGCONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETERESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA.THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSIONAND SILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTIONENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITHGRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORKBY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION ASREQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECTTHE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY ANDIMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT ORIN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT.AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THEEXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVEDBY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OFEACH 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 THEDISTURBED SOILS.5.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTOREDWITH 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 AT30.5-POUNDS PER ACRE.B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT14.5-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 EROSIONCONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAPSEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURINGCONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORETHE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITREQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THECONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHERMEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTSIN 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. STREETSWEEPING SHALL BE CONCURRENT WITH SITE WORK.GENERAL EROSION CONTROL NOTESE.O.F.HEAVY DUTY SILT FENCEREDUNDANT SILT CONTROL982980982980 SHEET NUMBER:VERTICAL SCALE:DATE:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(320) 253-94953701 12th Street North, Suite 206Fax(320) 358-2001St. Cloud, MN 56303Toll Free(800) 270-9495DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAPREPARED FOR:N:\0022825.00\DWG\CIVIL\PRELIM\0022825DT01.DWG 87ELK RIVER, MN10/28/19JSBBCWDWRCOPART ELK RIVER: PHASE 2DETAILSCOPART ELK RIVER: PHASE 210/28/195483210/28/19JOHN S. BLENKER© 2019 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com..........###### or ##PROJECT NUMBER: 0022825.0012"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-R SHEET NUMBER:VERTICAL SCALE:DATE:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(320) 253-94953701 12th Street North, Suite 206Fax(320) 358-2001St. Cloud, MN 56303Toll Free(800) 270-9495DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAPREPARED FOR:N:\0022825.00\DWG\CIVIL\PRELIM\0022825DT01.DWG 88ELK RIVER, MN10/28/19JSBBCWDWRCOPART ELK RIVER: PHASE 2DETAILSCOPART ELK RIVER: PHASE 210/28/195483210/28/19JOHN S. BLENKER© 2019 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com..........###### or ##PROJECT NUMBER: 0022825.00LAST 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 COLOR N89°57'38"E550.05S00°43'05"W 330.03 S00°43'05"W 209.85 N89°57'38"E212.43N00°54'21"E 1663.25 S00°46'43"W 1321.84 N89°59'55"W502.17197.991057.85 75.29 N00°43'05"E N89°57'32"E193.36N00°54'21"E 197.62DRAINAGEANDUTILITYEASEMENT DRAINAGEANDUTILITYEASEMENTOUTLOTALOT1BLOCK1162NDAVENUENWS89°59'54"E766.5966.001024.34161STAVENUENW66.01506.90 11.84S89°57'38"W10.75N89°57'38"EL=307.11 R=60.00 ©=293°15'58" N00°54'21"E 198.00 LineTableLine#L1L2Length60.0060.00DirectionS56°35'41"WN56°40'17"WCORNERFALLSINWATERCAPPEDPIPECAP#21729CAPPEDPIPECAP#130571/2"OPENPIPECAPPEDPIPECAP#21729CAPPEDPIPECAP#21729(502.19)(1321.85) (210.02)(213.53)(507.05) L 1 L2N89°59'54"W501.73N89°59'54"W265.0066.000'100'200'300'Sheet1of1SheetsCASCADEINDUSTRIALPARKTHIRDADDITION© 2019 Westwood Professional Services, Inc.SITEBEING10FEETINWIDTH,UNLESSOTHERWISEINDICATED,ANDADJOININGLOTLINES,AND5FEETINWIDTHANDADJOININGRIGHT-OF-WAYLINESASSHOWNONTHEPLATDRAINAGEANDUTILITYEASEMENTSARESHOWNTHUS:(NOTTOSCALE)1010 55(NOTTOSCALE)CITYOFELKRIVERSHERBURNECOUNTY,MNSET1/2"BY14"IRONPIPEWITHCAP#55343(XXX.XX')RECORDDISTANCEPERPLATOFCASCADEINDUSTRIALFOUNDMONUMENTASNOTEDONSURVEYTHEMOSTNORTHLINEOFOUTLOTA,ISASSUMEDTOBEARN89°59'55"W