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HomeMy WebLinkAbout2025 07-15 Planning Commission Meeting PacketMeeting is also available on Comcast Ch. 16 and streaming vod.maplewoodmn.gov AGENDA CITY OF MAPLEWOOD PLANNING COMMISSION 7:00 P.M. Tuesday, July 15, 2025 City Hall, Council Chambers 1830 County Road B East A. CALL TO ORDER B. ROLL CALL C. APPROVAL OF AGENDA D. APPROVAL OF MINUTES 1. May 20, 2025, Planning Commission Meeting Minutes E. PUBLIC HEARING 1. Setback Variance Resolution, Community Dental Care, 600 Carlton Street North F. NEW BUSINESS None G. UNFINISHED BUSINESS None H. COMMISSION PRESENTATIONS I. STAFF PRESENTATIONS None J. VISITOR PRESENTATIONS – 3 minute time limit per person K. ADJOURNMENT WELCOME TO THIS MEETING OF THE PLANNING COMMISSION This outline has been prepared to help you understand the public meeting process. The review of an item usually takes the following form: 1.The chairperson of the meeting will announce the item to be reviewed and ask for the staff report on the subject. 2.Staff presents their report on the matter. 3.The Commission will then ask City staff questions about the proposal. 4.The chairperson will then ask the audience if there is anyone present who wishes to comment on the proposal. 5.This is the time for the public to make comments or ask questions about the proposal. Please step up to the podium and speak clearly. Give your name and address first and then your comments. 6.After everyone in the audience wishing to speak has given his or her comments, the chairperson will close the public discussion portion of the meeting. 7.The Commission will then discuss the proposal. No further public comments are allowed. 8.The Commission will then make its recommendation or decision. 9.All decisions by the Planning Commission are recommendations to the City Council. The City Council makes the final decision. “Welcome to the meeting of the Maplewood Planning Commission. It is our desire to keep all discussions civil as we work through difficult issues tonight. If you are here for a Public Hearing or to address the Planning Commission, please familiarize yourself with the Policies and Procedures and Rules of Civility, which are located near the entrance. At the podium please state your name and address clearly for the record.” Revised: 02/18 May 20, 2025 Planning Commission Meeting Minutes 1 MINUTES MAPLEWOOD PLANNING COMMISSION 7:00 P.M. Tuesday, May 20, 2025 City Hall, Council Chambers 1830 County Road B East A.CALL TO ORDER A meeting of the Commission was held and called to order at 7:00 p.m. by Chairperson Desai B.ROLL CALL Tushar Desai, Chairperson Present Lue Yang, Vice Chairperson Present Paul Arbuckle, Commissioner Absent John Eads, Commissioner Present Allan Ige, Commissioner Present Tom Oszman, Commissioner Present Scott Wullschleger, Commissioner Present Staff Present: Michael Martin, AICP, Assistant Community Development Director Mike Darrow, Assistant City Manager/Human Resources Director C.APPROVAL OF AGENDA Commissioner Oszman moved to approve the agenda as presented. Seconded by Commissioner Wullschleger Ayes – All The motion passed. D.APPROVAL OF MINUTES 1.April 15, 2025 Planning Commission Meeting Minutes Commissioner Ige moved to approve the April 15, 2025 Planning Commission Meeting Minutes as submitted. Seconded by Commissioner Eads Ayes – All The motion passed. E.PUBLIC HEARING 1.Conditional Use Permit Resolution, Assisted Living Facility, 2615 Maplewood Drive Michael Martin, AICP, Assistant Community Development Director gave the presentation. Chairperson Desai opened the public hearing. The following individuals addressed the commission regarding the project: D1 Planning Commission Packet Page 1 of 26 May 20, 2025 Planning Commission Meeting Minutes 2 James Nygard, 1110 County Road C E Matt Frisbie, Frisbie Companies Chairperson Desai closed the public hearing. Commissioner Yang moved to approve a conditional use permit resolution to construct a new 32- unit memory care facility at 2615 Maplewood Drive. CONDITIONAL USE PERMIT RESOLUTION BE IT RESOLVED by the City Council of the City of Maplewood, Minnesota, as follows: Section 1. Background. 1.01 Matt Frisbie of Frisbie Companies has requested approval of a conditional use permit to construct a 32-unit assisted living facility. 1.02 The property is located at 2615 Maplewood Drive and is legally described as: PIN: 09-29-22-12 -0014. Real property in the City of Maplewood, County of Ramsey, State of Minnesota, described as follows: Parcel 1: That part of Lot 8, W.H. Howard's Garden Lots, Ramsey County, Minnesota lying westerly of a line drawn parallel with and distant 50 feet westerly of Line A described below. Except the east 455 feet of the west 715 feet of the north 203 feet of said Lot 8. Also except the west 260 feet of said Lot 8. Parcel 2: That part of Lot 7, W.H. Howard's Garden Lots, Ramsey County, Minnesota lying westerly of a line drawn parallel with and distant 50 feet westerly of Line A described below. Except that part thereof lying westerly of a line drawn from a point on the north line of said Lot 7 distant 200.00 feet east of the northwest comer of said Lot 7 to the southwest comer of said Lot 7. Parcel 3: That part of Lot 6, W.H. Howard's Garden Lots lying westerly of a line drawn parallel with and distant 50 feet westerly of Line A described below and that lies northerly of a line described as follows: Commencing at a point on the north and south center line of Section 9, Township 29 North, Range 22 West in Ramsey County, Minnesota, 19.7 feet north of the true northwest comer of the South 66 feet of said Lot 6; running thence in a southeasterly direction to a point on the west line of the St. Paul and White Bear Road, 19. 7 feet south of the true northeast comer of said south 66 feet of said Lot 6, W.H. Howard's Garden Lots, according to the plat thereof on file and of record in the office of the Register of Deeds, in and for the County of Ramsey. Line A: Beginning at a point on the north line of Section 9, Township 29, Range 22, Ramsey County, Minnesota distant 755.6 feet east of the north quarter comer thereof; thence run southerly at an angle of 90 degrees with said north section line for 540.9 feet; thence deflect to the left on a 20 degree 00 minute curve (delta angle 30 degrees 52 minutes 15 seconds) for 154.35 feet; thence on tangent to said curve for 125.26 feet; thence deflect to the right on a 20 degree 00 minute curve (delta angle 31 degrees 36 minutes 04 seconds) for 158.01 feet: thence on tangent to said curve for 93.03 feet; thence deflect to the right D1 Planning Commission Packet Page 2 of 26 May 20, 2025 Planning Commission Meeting Minutes 3 on a 02 degree 30 minute curve (delta angle 16 degrees 29 minutes 30 seconds) for 659.67 feet and there terminating. (Abstract Property). Section 2. Standards. 2.01 City Ordinance Section 44-46 requires a Conditional Use Permit for assisted living facilities. 2.02 General Conditional Use Permit Standards. City Ordinance Section 44-1097(a) states that the City Council must base approval of a Conditional Use Permit on the following nine standards for approval. 1.The use would be located, designed, maintained, constructed and operated to be in conformity with the City's Comprehensive Plan and Code of Ordinances. 2.The use would not change the existing or planned character of the surrounding area. 3.The use would not depreciate property values. 4.The use would not involve any activity, process, materials, equipment or methods of operation that would be dangerous, hazardous, detrimental, disturbing or cause a nuisance to any person or property, because of excessive noise, glare, smoke, dust, odor, fumes, water or air pollution, drainage, water run-off, vibration, general unsightliness, electrical interference or other nuisances. 5.The use would not exceed the design standards of any affected street. 6.The use would be served by adequate public facilities and services, including streets, police and fire protection, drainage structures, water and sewer systems, schools and parks. 7.The use would not create excessive additional costs for public facilities or services. 8.The use would maximize the preservation of and incorporate the site's natural and scenic features into the development design. 9.The use would cause minimal adverse environmental effects. Section 3. Findings. 3.01 The proposal meets the specific conditional use permit standards. Section 4. City Review Process 4.01 The City conducted the following review when considering this conditional use permit request. 1. On May 20, 2025, the planning commission held a public hearing. The city staff published a hearing notice in the Pioneer Press and sent notices to the surrounding property owners. The planning commission gave everyone at the hearing a chance to speak and present written statements. The planning commission recommended that the city council approved this resolution. D1 Planning Commission Packet Page 3 of 26 May 20, 2025 Planning Commission Meeting Minutes 4 2.On June 9, 2025, the city council discussed this resolution. They considered reports and recommendations from the planning commission and city staff. Section 5. City Council 5.01 The city council hereby _______ the resolution. Approval is based on the findings outlined in section 3 of this resolution. Approval is subject to the following conditions: 1.All construction shall follow the approved plans, date-stamped May 6, 2025. The director of community development may approve minor changes. 2.The proposed construction must be substantially started within one year of council approval, or the permit shall become null and void. 3.The city council shall review this permit in one year. 4.A parking waiver is approved. The project will provide 28 surface spaces. If a parking shortage develops, the city council may require the construction of additional parking spaces. Seconded by Commissioner Oszman Ayes – All The motion passed. This item will go to the city council on June 9, 2025. F.NEW BUSINESS 1.Board and Commission Roles and Responsibilities Discussion Mike Darrow, Assistant City Manager/Human Resources Director led a discussion on the Board and Commission Roles and Responsibilities. The Commission asked questions and offered comments. No Action Required. G.UNFINISHED BUSINESS None H.COMMISSION PRESENTATIONS None I.STAFF PRESENTATIONS None J.VISITOR PRESENTATIONS None K. ADJOURNMENT Chairperson Desai adjourned the meeting at 7:55 p.m. D1 Planning Commission Packet Page 4 of 26 PLANNING COMMISSION STAFF REPORT Meeting Date July 15, 2025 REPORT TO: Michael Sable, City Manager REPORT FROM: Elizabeth Hammond, Planner PRESENTER: Elizabeth Hammond, Planner AGENDA ITEM: Setback Variance Resolution, Community Dental Care, 600 Carlton Street North Action Requested:  Motion ☐Discussion  Public Hearing Form of Action: Resolution ☐ Ordinance ☐ Contract/Agreement ☐ Proclamation Policy Issue: Sjoquist Architects (applicant) on behalf of Community Dental Care (property owner) requests a variance to allow a patient pick-up drive and short-term parking area within the required parking setback. The parking area is required to be 15 feet from the property line, and the applicant is requesting a variance to allow the project to be right up to the property line. A setback variance is required to move forward with this proposal. Recommended Action: Motion to approve a setback variance resolution for a patient pick-up drive and short-term parking area for Community Dental Care at 600 Carlton Street North. Fiscal Impact: Is There a Fiscal Impact?  No ☐ Yes, the true or estimated cost is $ 0.00 Financing source(s): ☐ Adopted Budget ☐ Budget Modification ☐ New Revenue Source ☐Use of Reserves  Other: n/a Strategic Plan Relevance: ☐Community Inclusiveness ☐Financial & Asset Mgmt.☐Environmental Stewardship ☐Integrated Communication  Operational Effectiveness ☐Targeted Redevelopment The city deemed the application complete on June 25, 2025. The initial 60-day review deadline for a decision is August 24, 2025. As stated in Minnesota State Statute 15.99, the city can take an additional 60 days, if necessary, to complete the review. Background: Sjoquist Architects (applicant) on behalf of Community Dental Care (property owner) requests a variance to allow a patient pick-up drive and short-term parking area within the required parking setback. The parking area must be 15 feet from the property line, and the applicant is requesting a E1 Planning Commission Packet Page 5 of 26 variance to allow the project to be right up to the property line on the west side of the existing building. Due to exterior site constraints, as the grade changes significantly on either side of the building, the existing building’s interior layout restricts access to and from the lower level and the existing parking lot. The applicant states that the proposed patient pick-up drive and short-term parking area would support the clinic’s operational needs and enhance the care provided to the patients. The drive-up would include two short-term parking stalls along the west side of the building along Carton Street, limited to occasional patient pick-ups. A covered portico is shown to provide shelter for patients as they exit the lower level. To accommodate the proposed drive and lower-level patient pick-up, the trash enclosure will be moved north of its current location. The portico and the trash enclosure require a separate administrative design review through the city’s 15-day minor construction project application. Variances State statute allows variances to be approved when the proposal is in harmony with city goals and policies outlined in the comprehensive plan and official controls, and when practical difficulties exist. The practical difficulty standard outlines three factors cities must consider on a variance request: reasonableness, uniqueness, and essential character. 1. Reasonableness – When the property owner proposes to use the property in a reasonable manner not permitted by the zoning ordinance. 2. Uniqueness – When the plight of the landowner is due to circumstances unique to the property, not created by the landowner. 3. Essential Character – When the variance, if granted, will not alter the essential character of the locality. Summary City staff has reviewed the application and finds the request is in harmony with city goals and policies outlined in the comprehensive plan and official controls, and does meet the practical difficulties standard that must apply. The applicant has provided a reasonable justification for the setback variance request and reviewed other areas on the site to find a suitable location that did not require a variance. The existing circumstances are unique to this property and were not created by the owner. The variance, if granted, will not alter the essential character of the locality. Commission Review Planning Commission July 15, 2025: The Planning Commission will hold a public hearing and review the setback variance request. Department Comments Randy Johnon, Building Official The passenger loading zone shall be accessible by the Minnesota Accessibility Code. All exterior site alterations must meet the minimum requirements of the Minnesota State Building Code. The applicant shall obtain a building permit from the Community Development Department as required for the project. E1 Planning Commission Packet Page 6 of 26 Jon Jarosch, Assistant City Engineer The applicant shall ensure that the queue in the patient pick-up drive does not extend into Carlton Street. At no time shall the patient pick-up queue impede traffic flow on Carlton Street. The applicant shall obtain a grading permit from the Public Works Department as required for the project. Public Comments Staff sent a public hearing notice and application details to the properties within 500 feet of the subject property. No comments were received. Reference Information Site Description Site Size: 2.51 Acres Existing Land Use: Commercial Office Surrounding Land Uses North: Residential, Single-Dwellings South: Commercial, Daycare Center East: Residential, Single-Dwellings West: Vacant Parcel/Wetland Planning Existing Land Use: Employment Existing Zoning: Light Manufacturing Attachments: 1.Setback Variance Resolution 2.Overview Map 3.Future Land Use Map 4.Zoning Map 5. Applicant Narrative 6.Site and Elevation Plans 7.Civil Plans E1 Planning Commission Packet Page 7 of 26 SETBACK VARIANCE RESOLUTION BE IT RESOLVED by the City Council of the City of Maplewood, Minnesota, as follows: Section 1. Background. 1.01 Community Dental Care has requested a 15-foot setback variance for a patient pick- up drive and short-term parking area within the required 15-foot parking setback. 1.02 The property is located at 600 Carlton Street North and is legally described as: The Westerly 140 feet of Lots 14, 15, 16, 17 and the West 140 feet of the North Half of vacated Fifth Avenue accrued thereto all in Block 1, Minty Acres, according to the recorded plat thereof in Ramsey County, Minnesota. The Westerly 115 feet of Lot 1, Block 2, and the Westerly 115 feet of the South Half of vacated Fifth Avenue accrued thereto all in Minty Acres, according to the recorded plat thereof in Ramsey County, Minnesota. That part of the East Half of the West Half of the East Three Quarters of the Northwest Quarter of the Northeast Quarter of Section 36, Township 29, Range 22, Ramsey County, Minnesota, lying East of the centerline of Carlton Street as described in Document No. 1503916, except the North 789.28 feet thereof. That part of the East Half of the West Half of the East Three Quarters of the Northwest Quarter of the Northeast Quarter of Section 36, Township 29, Range 22, Ramsey County, Minnesota, lying West of the centerline of Carlton Street as described in Document No. 1503916, except the North 324 feet thereof. Tax Parcel Identification: 10-29-22-32-0027 Section 2. Standards. 2.01 Variance Standard. City Ordinance Section 44-13 refers to a state statute that states a variance may be granted from the requirements of the zoning ordinance when: (1) the variance is in harmony with the general purposes and intent of this ordinance; (2) when the variance is consistent with the comprehensive plan; and (3) when the applicant establishes that there are practical difficulties in complying with the ordinance. Practical difficulties mean: (1) the proposed use is reasonable; (2) the need for a variance is caused by circumstances unique to the property, not created by the property owner, and not solely based on economic conditions; (3) the variance if granted, will not alter the essential character of the locality. Section 3. Findings. 3.01 The setback variance request does meet the required standards for a variance. 1. That the need for a variance is caused by circumstances unique to the property, not created by the property owner, and not solely based on economic conditions; 2. That the proposed use is reasonable; and 3. That the variance will not alter the essential character of the locality; and E1, Attachment 1 Planning Commission Packet Page 8 of 26 4.That the need for a variance is in harmony with the general purposes and intent of this ordinance; and 5.That the variance is consistent with the comprehensive plan. Section 4. City Review Process 4.01 The City conducted the following review when considering the variance requests. 1. On July 15, 2025, the planning commission held a public hearing. The city staff published a hearing notice in the Pioneer Press and sent notices to the surrounding property owners. The planning commission gave everyone at the hearing a chance to speak and present written statements. The planning commission recommended that the city council ______ this resolution. 2. On July 28, 2025, the city council discussed this resolution. They considered reports and recommendations from the planning commission and city staff. Section 5. City Council 5.01 The city council hereby _______ the resolution. Approval of the application is based on the findings outlined in section 3 of this resolution. Approval is subject to the following conditions: 1.All construction shall follow the approved site plan. The Director of Community Development may approve minor changes. 2.The approval permits a 15-foot variance to construct the patient pick-up drive and short-term parking area up to the property line. The applicant cannot encroach on the right-of-way. 3. The applicant shall ensure that the queue in the patient pick-up drive does not extend into Carlton Street. At no time shall the patient pick-up queue impede traffic flow on Carlton Street. 4.The applicant shall obtain a grading permit from the Public Works Department as required for the project. 5.The passenger loading zone shall be accessible per the Minnesota Accessibility Code. All exterior site alterations must meet the minimum requirements of the Minnesota State Building Code. The applicant shall obtain a building permit from the Community Development Department as required for the project. 6.The proposed covered portico and trash enclosure requires a 15-day minor construction project application reviewed administratively through the Community Development Department. E1, Attachment 1 Planning Commission Packet Page 9 of 26 E1, Attachment 2 Planning Commission Packet Page 10 of 26 E1, Attachment 3 Planning Commission Packet Page 11 of 26 E1, Attachment 4 Planning Commission Packet Page 12 of 26 Community Dental Care Maplewood - Project Narrative and Variance Request Applicant: Community Dental Care Property Address: 600 Carlton Street North Maplewood, MN 55119 Zoning District: Light Manufacturing District (M-1) Variance Request The applicant is requestfng a variance to allow for the following improvements on the Community Dental Care property: 1.New patfent pick-up area and drive loop adjacent to the lower level of the building and located off Carlton Street North. 2.New trash enclosure at the lower level located off Carlton Street North. Design Review (TBD) 3.An exterior covered portfco structure at the proposed new lower level pick-up area. These improvements are intended to enhance patfent safety, staff efficiency, and overall site functfonality. Due to physical limitatfons of the property, the improvements cannot be implemented without a variance. Project Description The proposed consists of two site design components in relatfon to the right of way setback: 1.New Patient Pick-Up Area The site topography splits the ~31,000 square foot dental clinic into two equal levels each with ground floor access. The proposed pick-up area adjacent to the lower level provides a direct, private, and safe egress for these lower level patfents. This adjustment improves patfent care quality and operatfonal efficiency through avoiding having lower level patfents traverse back through the building and up into the main entrance. E1, Attachment 5 Planning Commission Packet Page 13 of 26 2. Trash Enclosure - New Location and Expansion The existfng trash enclosure is undersized and inefficiently located for current trash pickup operatfons. The proposal includes creatfng a new, larger trash enclosure near the existfng locatfon. The new proposed drive loop will be more efficient for vehicle access during pickup. 3.Covered Portico A metal portfco to shelter patfents from the elements as they exit the lower level after treatment for pick-up. Variance Justification A. Practical Difficulties 1. Reasonableness Adding a dedicated lower level pick-up zone improves patfent care and operatfonal safety. Likewise, the need for an expanded and relocated trash enclosure is a basic operatfonal improvement that supports public health and cleanliness, enhancing the site's functfonality. 2. Uniqueness The variance is dictated by site-specific and building-specific conditfons: •The clinic's split-level layout limits lower-level exit optfons and parking lot access. •The site’s topography and lot configuratfon constrain external access points. •An existfng access drive is being re-used to minimize new site disturbance. 3. Essential Character The proposed improvements will not alter the essentfal character of the area: •The new pick-up area is modest in size, discreetly located, and designed to complement the existfng building. •The new trash enclosure will be screened in compliance with local design standards, minimizing visual impact. The proposed will be an upgrade to the existfng nearby trash enclosure. •Traffic increase is minimal and limited to the occasional patfent pick-ups. •The future portfco will use architectural materials consistent with the current structure and will be of a scale appropriate for the setting. E1, Attachment 5 Planning Commission Packet Page 14 of 26 B. Harmony with Ordinance and Comprehensive Plan The request aligns with the general purposes of the city’s zoning ordinance and the broader goals of the comprehensive plan: •It supports health, safety, and welfare through improved patfent care processes. •It encourages site adaptability and operatfonal improvements without negatfvely impactfng neighboring propertfes. •It promotes functfonal site upgrades without expanding building intensity or density. Conclusion This variance request represents a balanced, site-sensitfve proposal that directly supports the clinic’s operatfonal needs and enhances patfent care. The practfcal difficultfes are a result of the existfng building and site characteristfcs—not due to the actfons of the property owner. Grantfng the variance will not adversely impact the surrounding neighborhood . The applicant respectiully requests approval of this variance to enable the proposed improvements to proceed. 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SCHULTZ, PEDATELICENSE NO.4312924043SCHULTZ ENGINEERING& SITE DESIGNDENTAL600 CARLTON STCIVIL SHEET INDEXC-100 - STANDARD NOTES & SPECIFICATIONSC-101.1 - DEMOLITION & REMOVALS PLANC-101.2 - GRADING PLANC-101.3 - SWPPP - STANDARD NOTESC-101.4 - SWPPP - PLAN VIEWC-102 - PAVING PLANFILLING AND GRADING1) Rough grading of all areas within the construction limits, including adjacent transition areas shall be reasonably smooth and compacted. The rough graded subgrade surface generally shall not be more than 6 inches above or below the established subgrade elevations. All ditches, swales, and gutters shall be graded to drain adequately. The subgrade shall be evenly sloped to provide drainage away from building walls in all directions at a minimum slope of 1%. The Contractor shall provide rounded transitions at top and bottom of banks and other breaks in grade.2) Fill and backfill materials shall be inorganic soils free of roots, rocks, boulders, and debris.3) Bedding material or granular backfill larger than 2" in its largest dimension shall not be allowed within 2 feet of new underground pipes. Material larger than 3" in its largest dimension shall not be allowed within 1 foot of subgrade elevation.4) Imported compacted fill material shall have a maximum of 12 percent passing the #200 sieve, by weight. The proposed fill material shall be tested by an independent testing lab for suitability as compacted fill for this project. The Contractor shall pay for the testing services and provide a copy of the test results to the Engineer.5) The Contractor shall fill and grade as necessary to bring surface to required elevations, and provide all materials necessary, whether obtained on or off the project site.6) The Contractor shall place compacted material in uniform horizontal lifts not exceeding 8" in depth for clay soils, and 12" in depth for sandy soils, and compact as required to achieve specified density.7) Compaction shall be obtained with the use of vibratory rollers or rammers. During compaction, fill material shall contain moisture content, as necessary, for the required compaction as indicated by an independent testing laboratory. The moisture shall be uniform throughout each lift. If the material is too dry, water shall be added with approved equipment and methods, which will not wash out fine material. If the material is too wet, it shall be dried by harrowing, disking, blading, or other approved methods recommended by the independent testing laboratory.8) Areas designated for pavement in excavated (cut) areas shall be scarified to a depth of 1 foot. The Contractor shall bring the subgrade material to optimum moisture content as indicated by the independent testing laboratory, and compact the subgrade to the specified density listed below for soils underneath pavements.UNFORESEEN OBSTACLES1) The Engineer shall be contacted immediately if any unforeseen major obstacles are encountered during excavation, such as abandoned wells, abandoned or functioning utilities, subsurface streams or rock, etc., which would add significant expense to the Contractor.2) The Contractor shall still be responsible for completing all work required for this project where encountered conditions may be reasonably determined from a soils/geotechnical report and review of the project site and contract documents.DEWATERING1) Surface drainage shall be provided during construction in a manner so as not to create a nuisance to adjacent areas.2) All excavations shall be free of water during construction within the excavations. Dewatering shall be accomplished by pumping or trenching, and shall be conducted regardless of the cause, source, or nature of the water.3) Berms, cofferdams, or piling shall be provided as necessary to protect excavations.4) Excavations shall be sloped to drain, and necessary pumps, hoses and other equipment shall be provided to keep excavation free of water.5) All temporary equipment used for dewatering shall be removed from the site when no longer necessary.SUBGRADE PREPARATION1) Finished subgrade elevations shall be as follows:a) Bituminous street patch: Verify w/ Cityb) Bituminous pavement: 12" below finish grade.c) Concrete sidewalk: 8" below finish grade.d) Lawn areas: 4" below finish grade.e) Planting areas: See Landscaping Plans/Details2) The tolerance for areas to be paved shall not exceed 0.15 feet above or below plan subgrade.3) The Contractor shall protect newly graded areas from erosion. Settlement or washing that occurs prior to acceptance of the Work shall be repaired and grades re-established.TOPSOIL1) Adequate imported and/or stockpiled salvageable topsoil shall be utilized for this project.2) Topsoil shall be free of clay lumps, roots, brush, large stones, and debris, and shall have a minimum organic content of 5 percent.3) Remove topsoil to its entire depth from areas, which are to be disturbed by new construction work. Existing lawn areas, which are not in the proposed construction area(s) shall remain in place. The Contractor shall field verify topsoil depths between any soil borings, and remove to greater depths than indicated in the soils report if such conditions are encountered. Salvaged topsoil shall be maintained in stockpiles.4) Stockpiled topsoil shall only be used for finish grading of new lawn areas. Excess topsoil shall be removed from the site by the Contractor.5) Protect all existing lawn areas, plantings, and other landscaping to remain in place. Any damaged areas shall be replaced at the Contractor's expense.PLAN GRADES1) Elevations shown on the project drawings are finished grade elevations, unless noted otherwise. Elevations notspecifically indicated shall be determined by interpolation of uniform slope between spot elevations and/or contours, or between such points and existing elevations. Adequate slope shall be constructed to provide positive drainageaway from structures.2) If inconsistencies exist on the plans between contours and spot elevations, the spot elevations shall govern.PROJECT CONDITIONS1) The Contractor shall become familiar with the project site, and compare actual conditions in the field with those shown on the project drawings. The Contractor shall contact the Engineer immediately if any inconsistencies are found between the existing conditions and the project drawings.2) No extra compensation will be allowed due to unusual conditions which could have reasonably been determined or anticipated by examination of the project site and project drawings.EARTHWORK NOTESPROTECTION1) The Contractor shall maintain all benchmarks, monuments and other reference points. If any are disturbed or destroyed, they shall be replaced at the Contractor's expense. 2). The Contractor shall contact the Engineer immediately if any unknown functioning underground utilities are discovered during the course of the project, which may interfere with construction. The Contractor shall wait for instructions before proceeding.3) The Contractor shall be responsible for any damage to functioning underground or overhead utility lines. Damaged utilities shall be repaired immediately and service restored at no additional cost to the Owner.4) The Contractor shall provide barricades, shoring and other safety measures required by OSHA.5) The Contractor shall protect all adjacent existing facilities from damage, including, but not limited to settlement due to excavations, erosion, etc. The Contractor shall be responsible for the repair of such damages.SPREADING TOPSOIL AND FINISH GRADING1) Scarify subgrade to depth of 3" prior to placing topsoil. Spread topsoil evenly over complete subgrade as follows:a) Lawn Areas on Private Property: Spread 4" lightly compacted layer of topsoil.b) Lawn Areas in Public Right-of-way: Per City requirementsc) Planting Areas: See Landscape Plan/Details2) Finish grade accurately within 0.15 feet of finish grades shown on the project drawings, less the thickness of any sod where it is to be installed. Slope all grades away from buildings to provide positive drainage.3) Prepare topsoil suitable to receive seed and/or sod. Grading of areas designated for topsoil shall be reasonably smooth and even, and in accordance with MNDOT Spec. 2105.3G and 2574.3A4. All debris and stones exceeding 3" in diameter shall be removed from the soil surface of these areas prior to seeding. Areas compacted by vehicles or storage of materials shall be plowed, disked and harrowed to match texture of other finish graded areas.4) Grass seed shall be in accordance with MnDOT Spec. 3876, seed mix No. 25-131, applied at the rate of 220 pounds per acre or as indicated on the landscape plans. Mulch shall be applied and discanchored to all seeded areas and shall meet the requirements of MnDOT Spec. 3882, Type 3 or as otherwise indicated by the Engineer.DISPOSAL OF EXCESS WASTE MATERIALS1) The Contractor shall remove excess excavated material, debris, and waste materials, from the Owner's property and legally dispose of it in accordance with all governing codes.9) The Contractor shall not place fill material when either the fill material, or the material on which it is to be placed, is frozen. Any soft or yielding areas appearing in the fill resulting from frost, rain, or any other reason whatsoever shall be scarified, removed, recompacted and/or otherwise rectified to the satisfaction of the Engineer before any new fill is placed.STANDARDS AND REFERENCESMaterials and construction methods specified in the plans reference the Minnesota Department of Transportation(MNDOT) Standard Specifications for Construction. The Contractor shall obtain a current copy of MNDOT's StandardSpecifications for Construction and review the specification sections applicable to the plans.It is mandatory that the Contractor be knowledgable of the applicable MNDOT specification sections during construction.No additional compensation will be paid to the Contractor for additional work due to unfamiliarity with the applicablespecification sections.Contractor shall refer to the geotechnical report, if any, for additional requirements and recommendations.COMPACTION TESTS1) Utility Trench Backfill: The Contractor's independent soils technician and approved testing laboratory shall perform in-place density and moisture tests at random depths in trench backfill at 100 foot intervals, or fraction thereof. Compaction of trenches shall be a minimum of 95% of the maximum dry density (as determined by the independent testing laboratory) in lawn areas, and at depths greater than 3 feet below areas designated for pavement. Compaction of trenches at depths within 3 feet of paved surfaces shall be a minimum of 100% of the maximum dry density.2) Compacted Fill Under Pavements: Compaction tests shall not be required beneath new pavements. Adequate compaction of materials under pavements shall be determined by test rolling the subgrade, and checking for excessive rutting. Test rolling shall be performed as per MNDOT Spec. 2111.3) Areas exhibiting a failed compaction test shall be re-compacted and re-tested to the satisfaction of the Engineer.4) Copies of all compaction testing and test roll observation reports shall be provided to the Engineer.5) Optimum moisture-density relationship will be determined by testing laboratory in accordance with ASTM D698 and maximum density determination made by Method D of ASTM D698 unless otherwise noted in these specifications.BITUMINOUS BASE AND SURFACE COURSE1) Mix Designation Numbers for the bituminous mixtures on this project are per MNDOT Spec. 2360CONSTRUCTION METHODS1) Properly clean base course and deliver hot mix asphaltic concrete in clean tight vehicles with covers if necessary.2) Bituminous Testing:a) Test temperature of first truck.b) Ordinary compaction (MNDOT 2360.6C)BITUMINOUS PAVEMENT NOTESSTANDARDS1) Minnesota Standard Specifications for Highway Construction, most recent edition.GRANULAR BASE AND SURFACE COURSES1) Compacted thickness of finished base course: 9"2) Process material for aggregate base shall meet the requirements of MNDOT Spec. 3138, Class 5.3) The subgrade shall be tested and observed to the satisfaction of the Engineer prior to placement of aggregate base material. Install base material as required to accommodate new plan grades.2) Pavement smoothness requirements will be waived for this project.3) Density for the bituminous mixture on this project will be the ordinary compaction method (MNDOT 2360.6C).4) Bituminous Base course shall conform to MnDOT 2360, Type SPNWB330B and shall be 112 inches thickafter compaction. Bituminous Surface course shall conform to MnDOT 2360, Type SPWEA340B and shall be 112 inches thick after compaction.5) Place no asphaltic mixture when the atmospheric temperature is below 45 degrees and falling, nor should pavement be placed under wet conditions.6) Mixinga) Paving mixture: Uniform mixture of course aggregate, fine aggregate, mineral filler and asphaltic material.b) Grading and mixing: Conform to applicable sections of the Minnesota Standard Specifications for Highway Construction, Section 2360.2) Lay to a smooth surface without segregation of material and attain compaction as early as possible. Commence rolling while the material is hot, (minimum spread temperature 250 degrees F.) as soon as it will support the roller without undue displacement or hairline cracking and continue until a minimum of 96% of maximum has been attained, no further compression can be attained and all roller marks are eliminated.3) The completed surface: Smooth, free of pockets that will retain water and shall not vary more than 1/16" per foot nor more than 1/4" under a 16' straight edge. Entire surface must drain. No flat areas are permitted.4) Perform all Work in accordance with the applicable requirements of the Minnesota Standard Specifications for Highway Construction.PAINTED LINES1) Special marking paint compound especially for striping bituminous paving in one coat.2) Manufacturers: Pratt & Lambert, Inc.; Sherwin Williams Co. or DuPont Co.3) Colors: Use white paint for concrete and asphalt.4) All surfaces to be painted must be thoroughly clean and dry.5) Lay out painted lines with chalk on pavement in accordance with Project Drawings.6) Accurately apply paint to the chalk marks, using striping machines, 4" wide stripes.7) Apply paint in strict accordance with the manufacturer's directions.8) Protect all paint from damage by traffic until dry.9) Apply handicap logo at handicap stall.FIELD QUALITY CONTROL1) Aggregate Base Testing:a) The granular base course shall be test rolled and observed by the Contractor's independent soils technician as per MNDOT 2211.3C2 (Quality Compaction Method). Once the base course has been tested to the satisfaction of the Engineer, pavement may be placed.b) One mechanical analysis (ASTM D-422) per 500 cubic yards of base or fraction thereof.5) Place in layers not exceeding 4" thickness (loose).6) Compact with pneumatic or vibrating steel drum rollers.7) After base course has been graded and compacted, thoroughly wet and slush roll with roller until all aggregates are thoroughly embedded.8) Allow base course to cure for a minimum of 72 hours prior to bituminous course application.4) Wet base material to approximate optimum moisture content either prior to delivery to job site or as soon as practical after being placed on subgrade.CONCRETE PAVEMENT, CURB & GUTTER, AND SIDEWALKSTANDARDS1) ACI 318, ACI 315, CRSI, ACI 301, latest adoptions.2) Minnesota Standard Specifications for Construction, most recent editionGRANULAR BASE COURSE MATERIAL1) Compacted thickness of finished base: 6" - Concrete Pavement/Aprons4" - Concrete Sidewalk2) Base material shall consist of MNDOT 3149.2B2 Select Granular Borrow.PORTLAND CEMENT1) ASTM C150, Type I plus an approved air entraining agent, or Type IA air-entraining Portland cement.WATER1) Clean, fresh and potable, MnDOT Spec. 3906.AIR ENTRAINING ADMIXTURES 1) ASTM C260. 2) Provide entrainment of 4 - 7 percent by volume.OTHER ADMIXTURES 1) MnDOT Spec. 3113. 2) Calcium Chloride or materials containing chlorides or nitrates shall not be allowed.AGGREGATES1) Coarse: MnDOT Spec. 3137.2) Fine: MnDOT Spec. 3126.CONCRETE PLACEMENT1) Place concrete as soon as possible after mixing. Place before initial set has occurred, and in no event after it has contained its water content for more than one hour.2) Avoid overworking concrete or allowing concrete to fall unrestricted for excessive vertical distances, and other situations which can cause segregation of the aggregates.3) Concrete pavements shall be placed in accordance with applicable portions of MnDOT 2301.4) Sidewalks shall be placed in accordance with MnDOT 2521.5) Curb and gutter shall be placed in accordance with MnDOT 2531.PROTECTION1) Provide adequate protection against rain, sleet and snow before and during placement and finishing of concrete.2) Protect concrete from premature drying. Provide temporary covering as required. Keep concrete continuously moist for 7 days.3) Treat concrete with membrane curing compound in accordance with MnDOT 2531.3G.COLD WEATHER CONCRETE1) Do not place concrete when the atmospheric temperature is below 40 degrees F., or when the concrete is likely to be subjected to freezing temperatures within 24 hours after it has been deposited unless adequate temporary heating is provided.2) Maintain concrete temperature of 40 to 90 degrees F. for 3 days. Protect from freezing for the following 5 days.3) No frozen materials may be used in the concrete. Chemicals may not be used to prevent freezing unless approved by the Engineer.4) Perform all cold weather concreting in accord with ACI 306.HOT WEATHER CONCRETE1) Do not place concrete when the atmospheric temperature is above 100 degrees F.2) Maintain concrete temperature of 40 to 90 degrees F. for 3 days. Protect from temperatures over 90 degrees for the following 5 days.3) Thoroughly wet dry porous surfaces before concreting.4) Water reducing admixtures with retarding properties are required for all concrete placed when the temperature exceeds 80 degrees F.5) Perform all hot weather concreting in accord with ACI 305.QUALITY CONTROL1) The Contractor shall hire an independent testing firm to provide the following tests:a) The independent testing technician shall perform random field testing of the fresh concrete including slump, air content, and temperature. (ASTM C143, C173, C231 and C138). One series of the aforementioned tests shall be performed on the first load of concrete.b) The independent testing technician shall cast a set of four compression test cylinders for the first load of concrete as well as 1 set for every 100 cubic yards, or fraction thereof, of concrete thereafter. Compression tests shall be performed on one test cylinder at 7 days and two test cylinders at 28 days. The fourth test cylinder shall be retained in the event of failing compression tests on the 28-day test cylinders.FINISHING1) Provide a broomed finish on exterior sidewalks and ramps unless noted otherwise.2) Concrete Specifications:a) 3F32: 12 - 3" slump, 4500 psi, 5-8% airb) 3F52: 2 - 5" slump, 4500 psi, 5-8% airc) 3A41: 2 - 5" slump, 4500 psi, 5-8% aird) Temperatures of all concrete during placement shall be 50-deg F to 90-deg FPROPORTIONING AND DESIGN OF MIXES1) Concrete Classificationsa) Curb and gutter, slip-formed concrete: MNDOT Spec. 2461, Mix Design 3F32b) Sidewalk, aprons, incidental concrete, manual curb & gutter: MNDOT Spec. 2461, Mix Design 3F52c) Concrete pavements: MNDOT Spec. 2301, Mix Design 3A41d) Repair concrete, fast strength concrete: MNDOT Spec. 2301, Mix Design 3A41HECONCRETE SIDEWALK SECTIONNTSCONTRACTION AND EXPANSION JOINTS SHALLBE CONSTRUCTED AS PER MNDOT SPEC.2521.3C24" CONCRETE(MNDOT CONCRETE MIX 3F52)4" MNDOT 3149.2B2 SELECTGRANULAR BORROWAPPROVED COMPACTEDSUBGRADE3CURB & GUTTER (MNDOT B612)NTS2" MIN. COMPACTED MNDOTCLASS 5 AGGREGATE BASEBELOW CURB AND GUTTERAPPROVED COMPACTEDSUBGRADECONCRETE7"6"6"8"13 1/2"R3"R3"34" PER FT SLOPENOTES1. FOR AREAS WHERE DRAINAGE IS DIRECTED AWAYFROM THE CURB, THE GUTTER SHALL BE TILTED TODRAIN FROM THE CURB2. CONCRETE SHALL MEET THE REQUIREMENTS OFMNDOT CONCRETE MIX 3F323. MNDOT B612 CURB AND GUTTER SHALL MEET THEREQUIREMENTS OF STANDARD MNDOT PLATE 710020"2BITUMINOUS PAVEMENT SECTIONNTS112" BITUMINOUS WEARINGCOURSE (MNDOT 2360 TYPESPWEA340B)9" MNDOT CLASS 5AGGREGATE BASEAPPROVED COMPACTEDSUBGRADE112" BITUMINOUS BASECOURSE (MNDOT 2360 TYPESPNWB330B)TACK COAT BETWEENBITUMINOUS COURSES1ADA RAMPS W/ LANDINGNTS1:12SLOPEMAX.6" CURBFACETRUNCATED DOMESAS PER MNDOT STD.PLATE 7038ASIDEWALKSIDEWALK6'6'5'-8"6" CURBFACE1:12SLOPEMAX.PAVEMENTVARIES(SEE PLAN)4xx/xx/2025PRELIMINARY - NOT FOR CONSTRUCTION PRELIMINARY CIVIL CHECK SET - 07/01/2025E1, Attachment 7 Planning Commission Packet Page 21 of 26 X X SNSNSNSNSNSNSNSNSNSNSNSNSNSTSTSTSTSTSTSTSTOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPFFFFFFTOC ELEV.=986.32INV. ELEV.=983.59TOC ELEV.=985.31NE INV. ELEV.=982.65S INV. ELEV.=981.21W INV. ELEV.=981.25TOC ELEV.=985.34N INV. ELEV.=981.55SE INV. ELEV.=982.00TOC ELEV.=985.38N/S INV. ELEV.=980.57TOC ELEV.=985.37N INV. ELEV.=979.09E INV. ELEV.=980.65S INV. ELEV.=980.35TOC ELEV.=987.43INV. ELEV.=980.61TOC ELEV.=986.71INV. ELEV.=978.93308.54SNSNFLOOR ELEV.=988.78FLOOR ELEV.=988.80BUILDINGSITE BENCHMARKELEV.=989.47(TOP NUT HYDRANT)PROPERTY LINETREE LINETRAVELED CENTERLINE987988989990991992 986986986986988989 987 987986988 CURB & GUTTERCURB & GUTTERIIIIIIIIIIIII IIGRAPHICALLYSHOWN PERRECORD PLANUTILITY EASEMENT PERDOC. NO. 2122881UTILITY EASEMENT PERDOC. NO. 2122881CURB & GUTTERFOUNDATIONBRICKFLOOR ELEV.=1000.04PEDESTRIAN RAMPCC10"10"10"10"12"12"12"TREE LINEPOSSIBLE APPROXIMATELOCATION PER MAPSPROVIDED BY CITYIIIIIIII999998997 995996993994100010011002100310041005100610001001 1002UTILITY EASEMENT PERDOC. NO. 2613609UTILITY EASEMENT PERDOC. NO. 2613609020 402417SCALE: 1" = 20'DEMOLITION & REMOVALS PLANC-101.1Sjoquist Architects, Inc3020 University Avenue SE, Suite 100Minneapolis, Minnesota 55414612.379.9233http://www.sjoquist.comBUILDING REMODELCOMMUNITYMAPLEWOOD,MINNESOTA18 South Riverside AvenueSuite 230Sartell, MN 56377Ph: (320) 339-0669Fx: (866) 633-1830schultzeng@live.comwww.schultzengdesign.comI hereby certify that this plan,specification or report was preparedby me or under my direct supervisionand that I am a duly licensedEngineer under the laws of the stateof MinnesotaBRIAN J. SCHULTZ, PEDATELICENSE NO.4312924043SCHULTZ ENGINEERING& SITE DESIGNDENTALN600 CARLTON STCIVIL SHEET INDEXC-100 - STANDARD NOTES & SPECIFICATIONSC-101.1 - DEMOLITION & REMOVALS PLANC-101.2 - GRADING PLANC-101.3 - SWPPP - STANDARD NOTESC-101.4 - SWPPP - PLAN VIEWC-102 - PAVING PLANDEMOLITIONLIMITS (TYP)EXISTING CURB& GUTTER TOREMAIN (TYP)EXISTING PAVEMENT, SIDEWALK,STEPS, AND CURB & GUTTER TOBE REMOVEDDEMOLITION AND REMOVAL NOTES:2. ALL BITUMINOUS AND CONCRETE MATERIAL DESIGNATED FOR DEMOLITION SHALL BE REMOVED AND DISPOSED OF OFF-SITE PER FEDERAL, STATE AND LOCAL REQUIREMENTS.3. EXISTING PAVEMENT, CURB & GUTTER, AND/OR SIDEWALK AT THE DEMOLITION LIMITS SHALL BE SAWCUT WITH AN APPROPRIATE SAW TO OBTAIN A STRAIGHT VERTICAL EDGE.1. DURING ALL DEMOLITION OPERATIONS THE CONTRACTOR SHALL BE CAREFUL SO AS TO NOT DAMAGE EXISTING BUILDINGS, PAVEMENT/HARDSCAPES, OR UTILITIES (IE: MANHOLES, GATE VALVES, ETC.) DESIGNATED TO REMAIN. THE CONTRACTOR SHALL COORDINATE DEMOLITION AND REMOVAL OPERATIONS WITH THE OWNER, AND SHALL CONTACT GOPHER STATE ONE CALL (800) 252-1166 FOR A UTILITY LOCATE. ANY BUILDINGS, PAVEMENTS/HARDSCAPE, OR UTILITIES, DESIGNATED TO REMAIN, THAT IS DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.6. COORDINATE ALL NECESSARY RELOCATION AND/OR ADJUSTMENTS OF EXISTING NON-SEWER AND NON-WATER UTILITIES (GAS, ELECTRIC, COMMUNICATIONS, ETC.) WITH LOCAL UTILITY. 4. EXISTING LAWN AREAS, NOT DESIGNATED FOR DISTURBANCE, WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RE-GRADED, SEEDED, AND MULCHED. THE MULCH SHALL BE DISCANCHORED.5. TREES LOCATED IN THE PROPOSED CONSTRUCTION AREA SHALL BE REMOVED. VERIFY EXTENT OF TREE REMOVAL WITH OWNER.NOTE: CONTRACTOR AND/OR OWNERSHALL OBTAIN ALL NECESSARY PERMITS ANDAPPROVALS FOR WORK TO BE COMPLETED INTHE PUBLIC RIGHT-OF-WAY.PAVEMENTDEMOLITIONLIMITS (TYP)PAVEMENTDEMOLITIONLIMITS (TYP)PAVEMENTDEMOLITIONLIMITSPAVEMENTDEMOLITIONLIMITSREMOVE EXISTINGFENCE (TYP)REMOVE EXISTINGPAVEMENT (TYP)REMOVE EXISTINGDRIVEWAY ENTRANCE(TYP)REMOVE EXISTINGCURB & GUTTER (TYP)DEMOLITIONLIMITS (TYP)PAVEMENTDEMOLITIONLIMITSREMOVE EXISTINGSTREET PAVEMENT(TYP)REMOVE EXISTINGCURB & GUTTER (TYP)REMOVE EXISTINGCONC. SIDEWALK(TYP)REMOVE EXISTINGCONC. SIDEWALK(TYP)xx/xx/2025PRELIMINARY - NOT FOR CONSTRUCTION PRELIMINARY CIVIL CHECK SET - 07/01/2025E1, Attachment 7 Planning Commission Packet Page 22 of 26 X X SNSNSNSNSNSNSNSNSNSNSNSNSNSTSTSTSTSTSTSTSTOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPFFFFFFTOC ELEV.=986.32INV. ELEV.=983.59TOC ELEV.=985.31NE INV. ELEV.=982.65S INV. ELEV.=981.21W INV. ELEV.=981.25TOC ELEV.=985.34N INV. ELEV.=981.55SE INV. ELEV.=982.00TOC ELEV.=985.38N/S INV. ELEV.=980.57TOC ELEV.=985.37N INV. ELEV.=979.09E INV. ELEV.=980.65S INV. ELEV.=980.35TOC ELEV.=987.43INV. ELEV.=980.61TOC ELEV.=986.71INV. ELEV.=978.93308.54SNSNFLOOR ELEV.=988.78FLOOR ELEV.=988.80BUILDINGSITE BENCHMARKELEV.=989.47(TOP NUT HYDRANT)PROPERTY LINETREE LINETRAVELED CENTERLINE987988989990991992 986986986986988989 987 987986988 CURB & GUTTERCURB & GUTTERIIIIIIIIIIIII IIGRAPHICALLYSHOWN PERRECORD PLANUTILITY EASEMENT PERDOC. NO. 2122881UTILITY EASEMENT PERDOC. NO. 2122881CURB & GUTTERFOUNDATIONBRICKFLOOR ELEV.=1000.04PEDESTRIAN RAMPCC10"10"10"10"12"12"12"TREE LINEPOSSIBLE APPROXIMATELOCATION PER MAPSPROVIDED BY CITYIIIIIIII999998997 995996993994100010011002100310041005100610001001 1002UTILITY EASEMENT PERDOC. NO. 2613609UTILITY EASEMENT PERDOC. NO. 2613609020 402417SCALE: 1" = 20'GRADING PLANC-101.2Sjoquist Architects, Inc3020 University Avenue SE, Suite 100Minneapolis, Minnesota 55414612.379.9233http://www.sjoquist.comBUILDING REMODELCOMMUNITYMAPLEWOOD,MINNESOTA18 South Riverside AvenueSuite 230Sartell, MN 56377Ph: (320) 339-0669Fx: (866) 633-1830schultzeng@live.comwww.schultzengdesign.comI hereby certify that this plan,specification or report was preparedby me or under my direct supervisionand that I am a duly licensedEngineer under the laws of the stateof MinnesotaBRIAN J. SCHULTZ, PEDATELICENSE NO.4312924043SCHULTZ ENGINEERING& SITE DESIGNDENTALNNOTE: PROVIDE POSITIVE DRAINAGEAROUND TRASH ENCLOSURE - FIELD VERIFYEXISTING GRADES AND ELEVATIONSEXEX-FLEXISTING BUILDINGLOWER FFE = 988.80(FIELD VERIFY)988987988 987987 986EXDEMOLITIONLIMITS (TYP)DEMOLITIONLIMITS (TYP)DEMOLITIONLIMITS (TYP)600 CARLTON STGRADING NOTES:3. EXISTING TOPOGRAPHICAL INFORMATION WAS OBTAINED FROM A TOPOGRAPHICAL SURVEYCOMPLETED BY O'MALLEY & KRON LAND SURVEYORS, COLD SPRING, MN (320) 685-59054. BENCHMARK: TOP NUT OF HYDRANT LOCATED AT SOUTHWEST CORNER OF PROPERTY(SEE PLAN) - ELEV = 989.472. NOTIFY ENGINEER IMMEDIATELY IF ANY INCONSISTENCIES ARE DISCOVERED BETWEEN ACTUALSITE CONDITIONS AND WHAT IS SHOWN ON THE PLANS, WHICH ARE SIGNIFICANT ENOUGH TOALTER THE INTENT OF THE DRAWINGS.5. CONTRACTOR SHALL CONTACT GOPHER ONE CALL AT (800) 252-1166 FOR A UTILITY LOCATEPRIOR TO THE START OF CONSTRUCTION AND VERIFY LOCATIONS OF EXISTING UTILITIES BEFOREBEGINNING WORK.6. SEE SHEET C-100.1 FOR STANDARD DETAILS.11. ALL SPOT ELEVATIONS AND CONTOURS INDICATED ON THIS PLAN ARE INTENDED TO PROVIDEADEQUATE POSITIVE DRAINAGE TOWARDS CATCH BASINS, CURB CUTS, PONDS, BASINS AND/OROTHER OUTLETS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT SPECIFIED SURFACEINFRASTRUCTURE TO ELEVATIONS AND GRADES INDICATED ON THIS PLAN, AS WELL AS ENSURETHAT ADEQUATE POSITIVE DRAINAGE IS CONSTRUCTED AND MAINTAINED THROUGHOUT THEENTIRE SITE AND/OR CONSTRUCTION AREA.1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS INCLUDING, BUT NOT LIMITEDTO, THE FOLLOWING:* LOCATIONS, DEPTHS, SIZES, AND MATERIAL TYPES OF EXISTING SANITARY, WATER, ANDSTORM SEWER UTILITIES, INCLUDING EXISTING STUBS* RIM AND INVERT ELEVATIONS OF EXISTING SANITARY AND STORM SEWER UTILITIES,INCLUDING EXISTING STUBS* LOCATIONS AND DEPTHS OF EXISTING NON-SEWER AND NON-WATER UTILITIES (IE: GAS,ELECTRIC, COMMUNICATIONS, ETC.)* EXISTING ABOVE-GROUND INFRASTRUCTURE AND SITE FEATURES9. SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT FINISHED SURFACE ELEVATIONS, UNLESSNOTED OTHERWISE.SPOT ELEVATIONS LOCATED ALONG CURB & GUTTER OR THICKENED EDGE SIDEWALK REPRESENTFLOWLINE ELEVATIONS OF GUTTER SECTION OR ADJACENT PAVEMENT. TOP-OF-CURB ORTOP-OF-THICKENED EDGE SIDEWALK SURFACE ELEVATIONS ARE 6" ABOVE THE FLOW LINE SPOTELEVATION SHOWN ON THE PLANS, UNLESS NOTED OTHERWISE.8. CONTRACTOR SHALL PERFORM ALL NECESSARY CALCULATIONS TO VERIFY EARTHWORKQUANTITIES. CONTRACTOR'S BID RELATED TO EARTHWORK, CUTTING, FILLING, GRADING , ETC.SHALL BE BASED ON EARTHWORK CALCULATIONS COMPLETED BY THE CONTRACTOR.NOTE: CADD FILES FOR ESTIMATING EARTHWORK QUANTITIES ARE AVAILABLE TO CONTRACTORSFOR PREPARING BIDS. IN ORDER TO RECEIVE THE CADD FILES, THE CONTRACTOR WILL NEED TOSIGN A HOLD-HARMLESS AGREEMENT PROVIDED BY SCHULTZ ENGINEERING & SITE DESIGN, ANDAGREE TO PAY A $50 PROCESSING FEE. THE CADD FILES WILL BE RELEASED UPON RECEIPT OFTHE CHECK7. FINISHED ELEVATIONS OF LANDSCAPED AREAS IMMEDIATELY ADJACENT TO BUILDINGS SHALLBE A MINIMUM OF 6" BELOW FINISHED FLOOR OR TOP-OF-BLOCK ELEVATION, UNLESS NOTEDOTHERWISE ON THE PLAN.10. SPOT ELEVATION DESIGNATIONS:* "EX" DENOTES EXISTING SPOT ELEVATION* "HP" DENOTES HIGH POINT* "FL" DENOTES FLOWLINE* "BC" DENOTES BACK OF CURB* "EC" DENOTES EDGE OF CONCRETE* "EP" DENOTES EDGE OF PAVEMENTEX-FLEX-FLEX-FLEX-FLEX-FLEX-FLEX-FLCIVIL SHEET INDEXC-100 - STANDARD NOTES & SPECIFICATIONSC-101.1 - DEMOLITION & REMOVALS PLANC-101.2 - GRADING PLANC-101.3 - SWPPP - STANDARD NOTESC-101.4 - SWPPP - PLAN VIEWC-102 - PAVING PLANNOTE: CONTRACTOR AND/OR OWNERSHALL OBTAIN ALL NECESSARY PERMITS ANDAPPROVALS FOR WORK TO BE COMPLETED INTHE PUBLIC RIGHT-OF-WAY.xx/xx/2025PRELIMINARY - NOT FOR CONSTRUCTION PRELIMINARY CIVIL CHECK SET - 07/01/2025E1, Attachment 7 Planning Commission Packet Page 23 of 26 2417SWPPP - STANDARD NOTESC-101.3Sjoquist Architects, Inc3020 University Avenue SE, Suite 100Minneapolis, Minnesota 55414612.379.9233http://www.sjoquist.comBUILDING REMODELCOMMUNITYMAPLEWOOD,MINNESOTA18 South Riverside AvenueSuite 230Sartell, MN 56377Ph: (320) 339-0669Fx: (866) 633-1830schultzeng@live.comwww.schultzengdesign.comI hereby certify that this plan,specification or report was preparedby me or under my direct supervisionand that I am a duly licensedEngineer under the laws of the stateof MinnesotaBRIAN J. SCHULTZ, PEDATELICENSE NO.4312924043SCHULTZ ENGINEERING& SITE DESIGNDENTAL600 CARLTON STCIVIL SHEET INDEXC-100 - STANDARD NOTES & SPECIFICATIONSC-101.1 - DEMOLITION & REMOVALS PLANC-101.2 - GRADING PLANC-101.3 - SWPPP - STANDARD NOTESC-101.4 - SWPPP - PLAN VIEWC-102 - PAVING PLANExisting Impervious AreaProposed Impervious AreaNet Impervious Area Increase0.02 acres0.06 acres0.04 acresPROJECT INFORMATIONProject DescriptionThis project will consist of pavement and sidewalk improvements related to a pick-up area for an existing dental business.Disturbed Area & Impervious Surface Tabulation(within proposed construction area)SEDIMENT AND OTHER POLLUTANTSThis SWPPP has been designed mainly to provide erosion and sediment control of naturally occurring soils at this site (ie: sands, loams,and clays). Although this SWPPP does address pollution prevention of other man-made materials, it is assumed that these materials willconsist of debris from existing structures and pavements to be demolished, or debris and chemicals (ie: fuels, new paints, etc.) resultingfrom new construction.There are no known solid wastes or hazardous materials buried below grade at this site. If such wastes or hazard materials arediscovered during construction, the SWPPP Coordinator (described below) will be responsible for notifying the Engineer. This SWPPP willthen be revised to address he presence and disposal of these additional pollutantsEROSION PREVENTION AND SEDIMENT CONTROL BMPSStandards and ReferencesMaterials and construction methods of all BMPs included in this SWPPP shall be as per the Minnesota Department ofTransportation (MNDOT) Standard Specifications for Construction, latest edition. The Contractor and SWPPP Coordinator shallobtain a current copy of MNDOT's Standard Specifications for Construction and familiarize themselves with the specificationsections applicable to this SWPPP, as there are several BMPs that specifically reference these sections.The Contractor and SWPPP Coordinator shall be expected to be familiar with the applicable MNDOT specification sectionsduring construction. No additional compensation will be paid to the Contractor for additional work due to unfamiliarity withthese specification sections.Temporary and Permanent StabilizationAll exposed soil areas (including stockpiles) shall be provided with temporary or permanent cover within 14 days of constructionactivity temporarily or permanently ceasing in that portion of the site. Temporary or permanent drainage ditches or swales,which drain off-site or to a surface water, and are within 200 lineal feet of the property line or surface water shall be providedwith temporary or permanent cover within 24 hours of construction. Placement of temporary or permanent cover shall beinitiated immediately upon suspension or completion of excavation operations.Temporary Cover:If the Contractor chooses to halt grading operations in a portion of the site (or the whole site) for a period exceeding 14 days,and grading operations (rough or finish grading) in the affected areas has not yet been completed, temporary cover shall beplaced. Affected areas consisting of drainage ditches or swales connected to, and within, 200 lineal feet of a property line orsurface water shall be provided with temporary cover within 24 hours of connection. Depending on the Contractor's schedule,the temporary cover shall consist of one of the following BMPs:1). Discanchored Mulch a). Discanchored mulch may be used in an area of the site (or the whole site) if the Contractor is halting grading operations for a period that is relatively short, but exceeds 14 days. b). The mulch shall be Type 3 per MNDOT Spec. 3882 c). An adequate quantity of mulch shall be evenly distributed to achieve 90% coverage of the exposed soils. d). Mulch shall be placed as per MNDOT 2575.3F. e). All mulch shall be disc anchored as per MNDOT 2575.3G. Prior to the placement and discanchoring of the mulch, the soils shall be loosened and the area smooth-rough graded per MNDOT 2575.3B1. f). Any areas that are exposed as a result of wind action after the initial mulch placement shall be covered with additional mulch to maintain 90% coverage.2). Temporary Seeding with Mulch a). Temporary seeding with mulch may be used in areas of the site (or the whole site) if the Contractor is halting grading operations for a period that is relatively long. Although mulch still needs to be applied as described above, once the temporary seeding/turf is established, the mulch will no longer need to be maintained. The temporary seeding/turf will require very little maintenance. b). Prior to the sowing of temporary seed, the soils shall be loosened and the area smooth-rough graded per MNDOT 2575.3B1. c). Contractor shall utilize Seed Mixes 100, 110, or 130 per MNDOT Spec. 3876 for temporary seeding. d). Temporary seeding shall be sown per MNDOT Spec. 2575.3D. e). Once temporary seeding has been sown, mulch shall be placed over the area as described above.Permanent Cover:Upon completion of finish grading and/or placement of topsoil, initiation of the placement of permanent cover shall beginimmediately over all exposed areas. This includes areas designated for impervious surfacing (ie: buildings, pavements/gravelbases, sidewalks, etc.). Where the construction schedule will not allow for the placement of the permanent impervious surfacingwithin 14 days of the completion of finish grading, temporary cover shall be provided in these areas, as described above, untilthe permanent impervious surfacing can be constructed. Affected areas consisting of drainage ditches or swales connectedto, and within, 200 lineal feet of a property line or surface water, shall be provided with permanent cover within 24 hours ofconnection.Undisturbed AreasIf shown on the plan, the Contractor shall delineate areas that are not to be disturbed on the site. This may be done with flags,stakes, signs, silt fence, etc., and shall be completed prior to the start of any grading operations. Regardless of the delineationmethod the Contractor chooses to use, the Contractor must communicate to his/her personnel and subcontractors that theseareas are not to be disturbed and construction equipment (including trucks and personal vehicles) shall not be allowed in theseareas.The Contractor shall minimize compaction and preserve topsoil as much as possible at the site. In pervious ("green") areas thatare not essential to the construction of the project, the Contractor shall avoid construction traffic and maintain the existingcondition of these areas.2). Erosion Control Blanket a). Erosion control blanket shall be placed in areas as shown on the plan included in this SWPPP. These areas shall still be provided with permanent seeding, as described above, beneath the erosion control blanket. b). Erosion control blanket shall meet the requirements indicated in MNDOT Spec. 3885. See plan for category(s) of erosion control blanket. c). Erosion control blanket shall be installed as per MNDOT Spec. 2575.3J2. d). Erosion control blanket specified in drainage ditches and swales connected to, and within 200 lineal feet, of a property line or surface water shall be installed within 24 hours of the completion of finish grading (including permanent seeding).3). Riprap a). Riprap shall be placed in areas as shown on the plan included in this SWPPP. b). All riprap shall be underlain with Type 4 geotextile fabric. The fabric shall meet the requirements of MNDOT Spec. 3733 and shall be installed as per MNDOT Spec. 2511.3B2. c). Riprap materials shall meet the requirements of MNDOT Spec. 3601, and shall be Class 3, unless noted otherwise on the plans. d). Riprap shall be considered "Random Riprap" and shall be placed as per MNDOT Spec. 2511. e). Although it is permitted for the riprap to be placed with machinery, it will be necessary for the Contractor to hand place some of the riprap in order to provide a dense, well-keyed layer of stones with the least practical quantity of void space. f). The minimum thickness of the riprap shall be 18 inches, unless otherwise noted on the plans. g). Riprap designated at the end of pipe outlets shall be placed within 24 hours of installation of the pipe outlet end section. h). Riprap specified in drainage ditches and swales connected to, and within 200 lineal feet, of a property line or surface water shall be installed within 24 hours of the completion of finish grading.Sediment ControlThe following sediment control BMPs shall be implemented as part of this project:1). Silt Fence a). Silt fence shall be installed at the locations shown on the plan included in this SWPPP. b). Silt fence shall be machine sliced and materials shall meet the requirements of MNDOT Spec. 3886. c). Silt fence shall be installed as per MNDOT Spec. 2573.3C1. d). Silt fence shall be installed prior to any upgradient grading operations, and shall remain in place and maintained adequately until upgradient areas achieve Final Stabilization (see below)2). Catch Basin Protection a). WIMCO Road Drain protection devices, as manufactured by WIMCO, shall be used for catch basin protection on this project. WIMCO can be contacted at (952)-233-3055, and their web page is www.roaddrain.com. b). "Road Drain Top Slab" devices shall be installed at all catch basin locations immediately after placement of the catch basin structures. "Road Drain Top Slab" devices shall remain in place and be adequately maintained until permanent surfacing is constructed (ie: curb and gutter, pavements, and/or gravel surfacing). In areas designated for turf establishment, "Road Drain Top Slab" devices shall remain in place until Final Stabilization of all upgradient areas is established. c). Upon construction of the permanent surfacing, the "Road Drain Top Slab" devices shall be replaced with the WIMCO product specified on the plans. The WIMCO devices shall remain in place until Final Stabilization of all upgradient areas has been established. d). The contractor shall install and maintain the catch basin protection devices as per the manufacturer's instructions and specifications.4). Temporary Rock Construction Entrance a). Temporary rock construction entrances shall be installed at the locations shown on the plan included in this SWPPP. See detail for temporary rock entrance design. b). If the Contractor chooses to access the site from locations other than where temporary rock entrances are specified on the plans, additional temporary rock entrances shall be placed at these locations, as well. c). Temporary rock entrance shall be constructed prior to the start of grading operations, and shall remain in place and be adequately maintained until Final Stabilization has been established. d). Temporary rock entrances shall be maintained in such a manner that the entrances prevent sediment tracking onto adjacent streets. If a temporary rock entrance is found to be ineffective, it shall be replaced or improved within 24 hours of discovery. e). The Contractor has the option to place Type 4 geotextile fabric beneath the temporary rock entrance. The fabric may extend the life of the entrance as it will reduce rock "sinking" into the underlying soils. If the Contractor chooses to use fabric, it should meet the requirements of MNDOT Spec. 3733 and shall be installed as per MNDOT Spec. 2511.3B2. f). If sediment tracking from the site is discovered on adjacent streets, the sediment shall be removed with a street sweeper or other approved method within 24 hours of discovery. This shall be done throughout construction of the project. This sediment may be returned and graded over exposed areas of the site, or disposed of off site per MPCA requirements. The City may order street sweeping to be performed at the Contractor's or Owner's expense if City staff find that construction activities are resulting in sediment or debris being tracked onto City streets.5). Filter Logs a). Filter logs shall be installed at the locations shown on the plan included in this SWPPP. b). Filter logs shall consist of Type Wood Fiber biorolls and meet the requirements of MNDOT Spec. 3897. c). Filter logs shall be installed as per MNDOT Spec. 2573.3J. d). Filter logs shall be installed immediately after placement of erosion control blanket. e). Filter logs shall remain in place for the life of the project, and shall be allowed to degrade naturally. g). Temporary soil stockpiles shall be placed on the site in areas upgradient from silt fence. Where the Contractor chooses to place temporary soil stockpiles outside designated silt fenced areas, the stockpiles shall be surrounded by additional silt fence. Under no circumstances shall temporary soil stockpiles be placed over surface waters, curb and gutter, catch basins, culvert inlets or outlets, or ditches.DewateringIf dewatering of sandy subsoils is required for this project, the pump discharge shall be treated prior todischarge off-site or into a surface water. Treatment of discharge shall be achieved with the use of a"Dandy Dewatering Bag" (or approved equivalent), as manufactured by Dandy Products,Inc. DandyProducts, Inc. can be contacted at (877) 307-0141, and their web page is www.dandyproducts.com.The "Dandy Dewatering Bag" shall be installed, utilized, and maintained per the manufacturer'sinstructions and specifications.Once dewatering water has been treated, it may be discharged off-site or to a surface water. Thedischarge shall be visually checked to ensure that it is relatively clean and not visibly different from anyreceiving waters. If discharge is noticeably "dirty", the Engineer shall be contacted as additionaltreatment methods may be necessary.Adequate erosion control shall be provided at the point of discharge if it is located in an area withexposed soils or established turf. This erosion control may consist of temporarily placed rip rap, or otherapproved energy dissipation measures. The type of erosion control measure shall be at theContractor's discretion, depending on the location of the dewatering discharge and the unique sitecharacteristics. The erosion control measures shall be effective and shall be maintained adequatelysuch that no erosion occurs at the point of discharge.Pollution Prevention ManagementSolid waste accumulated during construction, including collected sediment, construction materials,floating debris, construction debris, paper, plastics, and other solid wastes shall be disposed of inaccordance with MPCA disposal requirements:1). Building products that have the potential to leach pollutants shall be maintained under cover (e.g., plastic sheeting or temporary roofs) to prevent the discharge of pollutants or protected by a similarly effective means designed to minimize contact with storm water.2). Pesticides, herbicides, insecticides, fertilizers, treatment chemicals, and landscape materials shall be maintained under cover (e.g., plastic sheeting or temporary roofs) to prevent the discharge of pollutants or protected by similarly effective means designed to minimize contact with stormwater.3). Hazardous materials, toxic waste, (including oil, diesel fuel, gasoline, hydraulic fluids, paint solvents, petroleum-based products, wood preservatives, additives, curing compounds, and acids) shall be properly stored in sealed containers to prevent spills, leaks or other discharge. Restricted access storage areas shall be provided to prevent vandalism. Storage and disposal of hazardous waste or hazardous materials shall be in compliance with Minn. R. ch. 7045 including secondary containment as applicable.4). Solid waste shall be stored, collected and disposed of properly in compliance with Minn. R. ch. 7035.5). Portable toilets shall be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. ch. 7041.The Contractor shall take steps to prevent the discharge of spilled or leaked chemicals, including fuel,from any area where chemicals or fuel will be loaded or unloaded including the use of drip pans orabsorbents unless infeasible. The Contractor shall conduct fueling in a contained area unlessinfeasible. The Contractor shall ensure adequate supplies are available at all times to clean updischarged materials and that an appropriate disposal method is available for recovered spilledmaterials. The Contractor shall report and clean up spills immediately as required by Minn. Stat. §115.061, using dry clean up measures where possible.If the Contractor washes the exterior of vehicles or equipment on the project site, washing shall belimited to a defined area of the site. Runoff from the washing area shall be contained in a sedimentbasin or other similarly effective controls and waste from the washing activity shall be properlydisposed of. The Contractor shall properly use and store soaps, detergents, or solvents. No enginedegreasing shall be allowed on site.The Contractor shall provide effective containment for all liquid and solid wastes generated bywashout operations (concrete, stucco, paint, form release oils, curing compounds and otherconstruction materials) related to the construction activity. The liquid and solid washout wastes shallnot contact the ground, and the containment shall be designed so that it does not result in runofffrom the washout operations or areas. Liquid and solid wastes shall be disposed of properly and incompliance with MPCA rules. A sign must be installed adjacent to each washout facility that requiressite personnel to utilize the proper facilities for disposal of concrete and other washout wastes.FINAL STABILIZATIONFinal Stabilization shall be considered established once the following requirements have been achieved:1). All soil disturbing activities at the site have been completed and all soils are stabilized by a uniformperennial vegetative cover with a density of 70 percent of its expected final growth density over the entirepervious surface area, or other equivalent means necessary to prevent soil failure under erosive conditions.2). The permanent storm water management system is constructed, and is operating as designed.Temporary or permanent sedimentation basins that are to be used as permanent water qualitymanagement basins have been cleaned of any accumulated sediment. All sediment has been removedfrom conveyance systems and ditches are stabilized with permanent cover.3). All temporary synthetic and structural erosion prevention and sediment control BMPs have beenremoved from the project site. BMPs designed to decompose on site may be left in place. e). Silt fence shall be repaired or replaced if damaged during, or after, rain events, or if accumulated sediment on the upstream side of the fence reaches 1/3 of the height of the fence. Repair or replacement of silt fence shall be completed within 24 hours of discovery. f). Portions of silt fence may be removed to accommodate short-term activities, such as vehicle passage. Short-term activities shall be completed as quickly as possible, and new silt fence installed immediately after completion of the short-term activity. If rainfall is imminent or forecasted in the near future, new silt shall be installed regardless of if the short term activity has been completed or not. The Contractor is advised to schedule short term activities during dry weather as much as practicable. No additional compensation will be paid due to additional silt fence associated with short-term activities.Areas designated for permanent turf establishment shall be provided with one or more of the following BMPs (see plan):1). Permanent Seeding with Mulch a). Unless otherwise noted on the plans, all areas designated for turf establishment shall be provided with permanent seeding. b). In addition to the plan included as part of this SWPPP, the Contractor shall verify if a Landscaping Plan has been included in the plans by the Architect. If a Landscape Architect has specified higher quality permanent cover (ie: sod, hydroseeding, etc.), the Contractor shall provide this permanent cover in lieu of the permanent seeding specified in this SWPPP. c). Prior to the sowing of permanent seed, the soils shall be loosened and the area smooth-rough graded per MNDOT 2575.3B1. d). Contractor shall utilize Seed Mix 260 per MNDOT Spec. 3876 for permanent seeding. e). Permanent seeding shall be sown per MNDOT Spec. 2575.3D. f). Once permanent seeding has been sown, mulch shall be placed over the area as described above (under Temporary Cover), unless noted otherwise.Anticipated Disturbed Area0.10 acresPermanent Site DrainageSite drainage will be routed off site in a manner consistent with existing drainage patterns.3). Culvert Inlet Protection a). Culvert inlet protection shall be provided at all culvert inlet locations immediately after construction of the culvert. See plan included in this SWPPP for culvert inlet locations. b). Culvert inlet protection shall consist of the SedJacket, as manufactured by SedCatch Environmental Products. SedCatch Environmental Products can be contacted at (937)-435-5075, and their web page is https://sedcatch.com/collections/sedjacket. c). The culvert inlet protection shall remain in place and adequately maintained until Final Stabilization of all upgradient areas has been established. d). Culvert inlet protection shall be repaired or replaced if damaged during, or after, rain events, or if accumulated sediment reaches 1/2 of the height of the SedJacket device fabric. Repair or replacement of culvert inlet protection shall be completed within 24 hours of discovery.xx/xx/2025PRELIMINARY - NOT FOR CONSTRUCTION PRELIMINARY CIVIL CHECK SET - 07/01/2025E1, Attachment 7 Planning Commission Packet Page 24 of 26 X X SNSNSNSNSNSNSNSNSNSNSNSNSNSTSTSTSTSTSTSTSTOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPFFFFFFTOC ELEV.=986.32INV. ELEV.=983.59TOC ELEV.=985.31NE INV. ELEV.=982.65S INV. ELEV.=981.21W INV. ELEV.=981.25TOC ELEV.=985.34N INV. ELEV.=981.55SE INV. ELEV.=982.00TOC ELEV.=985.38N/S INV. ELEV.=980.57TOC ELEV.=985.37N INV. ELEV.=979.09E INV. ELEV.=980.65S INV. ELEV.=980.35TOC ELEV.=987.43INV. ELEV.=980.61TOC ELEV.=986.71INV. ELEV.=978.93308.54SNSNFLOOR ELEV.=988.78FLOOR ELEV.=988.80BUILDINGSITE BENCHMARKELEV.=989.47(TOP NUT HYDRANT)PROPERTY LINETREE LINETRAVELED CENTERLINE987988989990991992 986986986986988989 987 987986988 CURB & GUTTERCURB & GUTTERIIIIIIIIIIIII IIGRAPHICALLYSHOWN PERRECORD PLANUTILITY EASEMENT PERDOC. NO. 2122881UTILITY EASEMENT PERDOC. NO. 2122881CURB & GUTTERFOUNDATIONBRICKFLOOR ELEV.=1000.04PEDESTRIAN RAMPCC10"10"10"10"12"12"12"TREE LINEPOSSIBLE APPROXIMATELOCATION PER MAPSPROVIDED BY CITYIIIIIIII999998997 995996993994100010011002100310041005100610001001 1002UTILITY EASEMENT PERDOC. NO. 2613609UTILITY EASEMENT PERDOC. NO. 2613609020 402417SCALE: 1" = 20'SWPPP - PLAN VIEWC-101.4Sjoquist Architects, Inc3020 University Avenue SE, Suite 100Minneapolis, Minnesota 55414612.379.9233http://www.sjoquist.comBUILDING REMODELCOMMUNITYMAPLEWOOD,MINNESOTA18 South Riverside AvenueSuite 230Sartell, MN 56377Ph: (320) 339-0669Fx: (866) 633-1830schultzeng@live.comwww.schultzengdesign.comI hereby certify that this plan,specification or report was preparedby me or under my direct supervisionand that I am a duly licensedEngineer under the laws of the stateof MinnesotaBRIAN J. SCHULTZ, PEDATELICENSE NO.4312924043SCHULTZ ENGINEERING& SITE DESIGNDENTALNEXISTING BUILDINGLOWER FFE = 988.80(FIELD VERIFY)988987988 987987 986600 CARLTON STNOTE: AS PROPOSED CONSTRUCTION AREASPACE IS TOO LIMITED AND IMPRACTICAL FOR ATEMPORARY ROCK CONSTRUCTION ENTRANCE,CONTRACTOR SHALL MONITOR ADJACENT &NEARBY EXISTING IMPERVIOUS AREAS DAILY FORTRACKING OF SOILS FROM CONSTRUCTIONEQUIPMENT. ALL TRACKED SOILS SHALL BECLEANED UP IMMEDIATELY UPON DISCOVERY.NOTE: SILT FENCE MAY BE TEMPORARILY REMOVED TOFACILITATE CONSTRUCTION AND/OR DELIVERY OF MATERIALS.UPON COMPLETION OF THESE ACTIONS, REMOVED SILT FENCESHALL BE REPLACED, AND REMAIN UNTIL UPSTREAMPERMANENT SURFACING IS PLACED AND STABILIZED.NOT A CONSTRUCTIONENTRANCEPERIMETER SILTFENCE (TYP)PERIMETER SILTFENCE (TYP)PERIMETER SILTFENCE (TYP)INSTALL CATCH BASINPROTECTION (TYP)STAPLE PLASTICSHEETINGEVERY 5' (TYP)1. BOTTOM OF CONCRETE WASHOUT AREA SHALL BE 10'X10'2. CONTRACTOR SHALL REMOVE WASH LIQUID FROM CONCRETE WASHOUT AREA AND DISPOSE OF PER MPCA REQUIREMENTS WHEN WASHOUT AREA BECOMES HALF FULL.3. CONTRACTOR SHALL SELECT THE MOST OPTIMAL LOCATION FOR THE CONCRETE WASHOUT10 MIL PLASTICSHEETING LINERPLACED WITHINWASHOUT AREA1'2'1'4:14:1CONCRETE WASHOUTNTSCONSTRUCT BERMAROUND ENTIREWASHOUT AREA3SILT FENCE - MACHINE SLICEDNTSGEOTEXTILE FABRIC 3'MIN. HEIGHTSTEEL STUDDED 'T' POST:5' MIN. HEIGHT AT 6' MAX.SPACING(3) PLASTIC 'ZIP' TIES(50LB TENSILE)LOCATED IN TOP 8"OF POSTDIRECTION OFRUNOFF FLOWMACHINE SLICED:8"-12" DEPTH (PLUS6" FLAP)T- POST2' MIN.POST EMBEDMENT1" MIN.1" MIN.1CIVIL SHEET INDEXC-100 - STANDARD NOTES & SPECIFICATIONSC-101.1 - DEMOLITION & REMOVALS PLANC-101.2 - GRADING PLANC-101.3 - SWPPP - STANDARD NOTESC-101.4 - SWPPP - PLAN VIEWC-102 - PAVING PLANNOTE: CONTRACTOR AND/OR OWNERSHALL OBTAIN ALL NECESSARY PERMITS ANDAPPROVALS FOR WORK TO BE COMPLETED INTHE PUBLIC RIGHT-OF-WAY.xx/xx/2025PRELIMINARY - NOT FOR CONSTRUCTION PRELIMINARY CIVIL CHECK SET - 07/01/2025E1, Attachment 7 Planning Commission Packet Page 25 of 26 X X SNSNSNSNSNSNSNSNSNSNSNSNSNSTSTSTSTSTSTSTSTOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPFFFFFFTOC ELEV.=986.32INV. ELEV.=983.59TOC ELEV.=985.31NE INV. ELEV.=982.65S INV. ELEV.=981.21W INV. ELEV.=981.25TOC ELEV.=985.34N INV. ELEV.=981.55SE INV. ELEV.=982.00TOC ELEV.=985.38N/S INV. ELEV.=980.57TOC ELEV.=985.37N INV. ELEV.=979.09E INV. ELEV.=980.65S INV. ELEV.=980.35TOC ELEV.=987.43INV. ELEV.=980.61TOC ELEV.=986.71INV. ELEV.=978.93308.54SNSNFLOOR ELEV.=988.78FLOOR ELEV.=988.80BUILDINGSITE BENCHMARKELEV.=989.47(TOP NUT HYDRANT)PROPERTY LINETREE LINETRAVELED CENTERLINE987988989990991992 986986986986988989 987 987986988 CURB & GUTTERCURB & GUTTERIIIIIIIIIIIII IIGRAPHICALLYSHOWN PERRECORD PLANUTILITY EASEMENT PERDOC. NO. 2122881UTILITY EASEMENT PERDOC. NO. 2122881CURB & GUTTERFOUNDATIONBRICKFLOOR ELEV.=1000.04PEDESTRIAN RAMPCC10"10"10"10"12"12"12"TREE LINEPOSSIBLE APPROXIMATELOCATION PER MAPSPROVIDED BY CITYIIIIIIII999998997 995996993994100010011002100310041005100610001001 1002UTILITY EASEMENT PERDOC. NO. 2613609UTILITY EASEMENT PERDOC. NO. 2613609020 402417SCALE: 1" = 20'PAVING PLANC-102Sjoquist Architects, Inc3020 University Avenue SE, Suite 100Minneapolis, Minnesota 55414612.379.9233http://www.sjoquist.comBUILDING REMODELCOMMUNITYMAPLEWOOD,MINNESOTA18 South Riverside AvenueSuite 230Sartell, MN 56377Ph: (320) 339-0669Fx: (866) 633-1830schultzeng@live.comwww.schultzengdesign.comI hereby certify that this plan,specification or report was preparedby me or under my direct supervisionand that I am a duly licensedEngineer under the laws of the stateof MinnesotaBRIAN J. SCHULTZ, PEDATELICENSE NO.4312924043SCHULTZ ENGINEERING& SITE DESIGNDENTALNEXISTING BUILDINGLOWER FFE = 988.80(FIELD VERIFY)600 CARLTON STCIVIL SHEET INDEXC-100 - STANDARD NOTES & SPECIFICATIONSC-101.1 - DEMOLITION & REMOVALS PLANC-101.2 - GRADING PLANC-101.3 - SWPPP - STANDARD NOTESC-101.4 - SWPPP - PLAN VIEWC-102 - PAVING PLANBITUMINOUS PATCH PERCITY REQUIREMENTSBITUMINOUS PATCH PERCITY REQUIREMENTSCONCRETE DRIVEWAYENTRANCE(SEE 237/C-102)CONCRETE DRIVEWAYENTRANCE(SEE 237/C-102)MATCH EXISTINGCURB & GUTTER(TYP)MATCH EXISTINGPAVEMENT (TYP)MATCH EXISTINGPAVEMENT (TYP)ADA RAMP LANDING(FLUSH W/ PAVEMENT)ADA RAMPADA RAMPCONCRETESIDEWALK (TYP)CONCRETESIDEWALK (TYP)TRASH ENCLOSURE(DESIGN BY OTHERS)MATCH EXISTING GUTTERSECTION OF EXISTINGCURB (TYP)B612 CURB &GUTTER (TYP)B612 CURB &GUTTER (TYP)BITUMINOUSPAVEMENT (TYP)BITUMINOUSPAVEMENT (TYP)MATCH EXISTINGCURB & GUTTER(TYP)SURFACING NOTES:2. AGGREGATE BASE AND SURFACE COURSES SHALL BE ROLLED AND COMPACTED. TESTROLLING OF THE AGGREGATE BASE AND/OR SURFACING SHALL BE OBSERVED BY A SOILSENGINEER TO VERIFY STABILITY. MAXIMUM ALLOWED DEFLECTION DURING TEST ROLLING OFAGGREGATE BASE OR SURFACE COURSES SHALL BE 1/2".3. ALL EXISTING BITUMINOUS OR CONCRETE EDGES, WHICH WILL ABUT NEW BITUMINOUS ORCONCRETE SURFACING SHALL BE SAWCUT TO OBTAIN A VERTICAL EDGE.1. SUBGRADES SHALL BE SCARIFIED AND COMPACTED AS NECESSARY TO ATTAIN THE REQUIREDCOMPACTION INDICATED IN THE GENERAL NOTES (SHEET C1). TEST ROLLING OF THE SUBGRADESHALL BE OBSERVED BY A QUALIFIED GEOTECHNICAL ENGINEER OR TECHNICIAN. LOCATIONSEXHIBITING EXCESSIVE RUTTING (PER MNDOT SPEC. 2111) SHALL BE REPAIRED TO THE SATISFACTIONOF THE ENGINEER PRIOR TO THE PLACEMENT OF AGGREGATE BASE. COMPACTION TESTING INUTILITY TRENCHES SHALL BE PERFORMED BY AN INDEPENDENT TESTING FIRM.6. SEE SHEET C-100 FOR SPECIFICATIONS REGARDING THE CONSTRUCTION OF HARDSCAPES.4. EXPANSION JOINTS SHALL BE PLACED AT ALL LOCATIONS WHERE NEW CONCRETE ABUTSEXISTING CONCRETE, AND AT ALL LOCATIONS WHERE SEPARATE CONCRETE POURS ABUT EACHOTHER.NOTE: CONTRACTOR AND/OR OWNERSHALL OBTAIN ALL NECESSARY PERMITS ANDAPPROVALS FOR WORK TO BE COMPLETED INTHE PUBLIC RIGHT-OF-WAY.xx/xx/2025PRELIMINARY - NOT FOR CONSTRUCTION PRELIMINARY CIVIL CHECK SET - 07/01/2025E1, Attachment 7 Planning Commission Packet Page 26 of 26