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HomeMy WebLinkAbout8.b. Title 9 Rewrite (Uniform Building Code)r CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: August 19, 1997 AGENDA ITEM: Title 9, Building Regulations, Re -write (City Code) AGENDA SECTION: New Business PREPARED BY: Dan Rogness, Community Development Director AGENDA NO: 8.6 ATTACHMENTS: Memo from Paul Heimkes; Proposed Ordinance APPROVED BY: Paul Heimkes, Rosemount Building Official, has been working on a proposed re -write of Title 9 of the City Code, Building Regulations. Please review his memo dated July 22, 1997 for further background information. RECOMMENDED ACTION: MOTION to Adopt Ordinance No. , Title 9, Building Regulations COUNCIL ACTION: I V CITY OF ROSEMOUNT STATE OF MINNESOTA ORDINANCE NO. Title 9, Building Regulations THE CITY COUNCIL OF THE CITY OF ROSEMOUNT, MINNESOTA ORDAINS that Section 14.6, Ordinance B of the Rosemount Zoning Regulations and Title 9 of the Rosemount City Code are hereby repealed in their entirety, and the following is substituted therefor within the Rosemount City Code: TITLE 9 BUILDING REGULATIONS SUBJECT CHAPTER Building Code 1 Excavations and Grading 2 Electrical Installations, Regulations 3 Building and Property Maintenance 4 Building Code; Moved Buildings and Structures 5 On -Site Sewage Treatment System Regulations 6 Construction Operations and Excessive Noise 7 1 Revised 8-14-97 I ROSEMOUNT CITY CODE TITLE 9 REWRITE DRAFT PROPOSAL LEGAL REVISIONS OF JULY 22nd, 1997 TITLE 9 BUILDING REGULATIONS BUILDING CODE EXCAVATIONS AND GRADING ELECTRICAL INSTALLATIONS, REGULATIONS BUILDING AND PROPERTY MAINTENANCE BUILDING CODE; MOVED BUILDINGS AND STRUCTURES ON-SITE SEWAGE TREATMENT SYSTEM REGULATIONS CONSTRUCTION OPERATIONS AND EXCESSIVE NOISE 2 CHAPTER 1 BUILDING CODE SECTION: 9-1-1: State Building Code Adopted 9-1-2: Building Code Application, Administration and Enforcement 9-1-3: Building Code; Permits, Fees and Surcharge 9-1-4: Building Code; Violations, Penalties and Appeals 9-1-1: State Building Code Adopted: A. Building Code. The Minnesota State Building Code, in its most current edition, established pursuant to Minnesota Statutes 16B.59 to 16B.75, is hereby adopted as the Building Code for the City of Rosemount. The Code is hereby incorporated in this Ordinance as completely as if fully set out herein. A copy of the State Building Code shall be kept available for public use in the office of the City Building Official. B. Optional Appendixes. As authorized by Minnesota Rule Part 1305.0020 Subpart 2, the following Appendix chapters of the Uniform Building Code are hereby adopted without change and incorporated as .part of the Building Code for the City of Rosemount; 1. Appendix Chapter 15, Reroofing 2. Appendix Chapter 31, Division II Membrane Structures 3. Appendix Chapter 33, Excavation and Grading C. Special Fire Protection Systems. As authorized by Minnesota Rule Part 1306.0100 Subpart 2, the sprinkler system requirements of Minnesota Rule Part 1306.0100 Subpart 3, with the selection of optional Item "8a" , are hereby adopted without change and incorporated as part of the Building Code for the City of Rosemount. 9-1-2: Building Code Application, Administration and Enforcement: A. Procedures and Administration. The application, administration and enforcement of the Code shall be in accordance with Minnesota Rule Part 1300.2100 as modified by Chapter 1305. B. Protective Inspections Division. The Community Development Department shall contain the "Protective Inspections Division". The Protective Inspections Division shall be the code enforcement agency of the City of Rosemount, under the direction of the Community Development Director. The administrative authority of the Protective Inspections Division shall be the Building Official. C. Building Official. For the purposes of this section, the Building Official is responsible for the administration and enforcement of all applicable Building Codes in the City of Rosemount. D. Licensed Activities. Except as otherwise provided in this section, it is unlawful for any person or firm to perform any work subject to the provisions of the Building Code unless he/she is currently licensed to do so under applicable provisions of this Title or State Law. Such work includes, but is not limited to general residential contracting or roofing or reroofing, general contracting electrical, plumbing, gas appliance installation, high pressure steam fitting and elevator construction. E. Certificate of Occupancy. With the exception of group "U" occupancies, no building or structure shall be used or occupied, and no change in the existing use or occupancy classification of a building or structure or portion thereof shall be made until the Building Official has issued a Certificate of Occupancy in accordance with the Minnesota Building Code for said use. 9-1-3: Building Code; Permits, Fees and Surcharge: A. Permits Required, General Rule. It is unlawful for any person, firm or corporation to perform work subject to the Building Code for which a permit is required without having obtained such permit and paid the fees as required and established by the City Council by resolution. The Building Official shall establish a system for permit issuance, fee collection, permit expiration and/or suspension and fee refunds of said permits in accordance with the Building Code. B. Plumbing Permits, Required. It is unlawful for any person, firm or corporation to make any installation, alteration, repair or replacement or to remodel any plumbing system regulated by this code without having obtained a plumbing permit and paid required fees as established by the City Council by resolution. The provisions of this paragraph (Paragraph B) shall not apply to the following; 1) The stopping of leaks in drains, soil, waste or vent pipe, provided, however, that should any concealed trap, drainpipe, soil, waste or vent pipe become defective and it becomes necessary to remove and replace the same with new material, the same shall be considered as new work and a plumbing permit shall be procured and inspection made as provided in this code. Ell 2) The cleaning of stoppages or the repairing of leaks in pipes, valves or fixtures, or the removal and reinstallation of water closets, provided such repairs do not involve or require the replacement or rearrangement of valves, pipes or fixtures. Exemption from the permit requirements of this code shall not be deemed to grant authorization for any work done in violation of the code. C. Permit Validity and Expiration. All permits issued in the City, and in accordance with this Code, shall be valid, shall expire or be suspended or revoked in accordance with the most current edition of the Minnesota Building Code, and as referenced in the Uniform Building Code, Chapter 1. D. Permit Fees. The issuance of permits and the collection of fees shall be as authorized in Minnesota Statute 16B.62, subdivision 1, and as provided for in the Building Code. All permit fees shall be established and reevaluated by the City Council on a periodic basis, and be charged in accordance with the fee schedule, as adopted by resolution. E. Valuation. The Building Official shall utilize the "Chart of Estimated Construction Cost" as annually published by the Minnesota Department of Administration, Building Codes and Standards Division to compute building valuations for the purposes of establishing Rosemount permit fees. The construction cost chart shall be updated annually and adopted by the City Council by resolution. 9-1-4: Building Code; Violations, Penalties and Appeals: A. Violation. It shall be unlawful for any person, firm or corporation to erect, construct, enlarge, alter, repair, move, improve, convert or demolish, equip, use, occupy or maintain any building or structure or portion thereof in the City of Rosemount, or cause the same to be done contrary to or in violation of any provision of the Building Code embodied in this Chapter. B. Penalties. Persons, firms or corporations found to be in violation of any provisions of this Chapter shall be deemed guilty of a misdemeanor offense in accordance with Minnesota Statutes, Section 609.02. Each day during which a violation of the Building Code is committed, continued or permitted, constitutes a separate offense. C. Appeals. In order to hear and decide appeals of orders, decisions or determinations made by the Building Official relative to the application and interpretation of this Chapter, an appellant shall complete the city application for code appeals and submit said application to the City Clerk; and, a hearing shall be scheduled within thirty (30) days of receipt of the complete application. For the purposes of code appeals, the City Council shall be deemed to be the official Board of Appeals. All decisions and findings shall be rendered final as determined by the Board of Appeals unless or until overruled by the Commissioner of the Minnesota Department of Administration, in accordance with Minnesota Statutes, Section 16B.67. The Board shall render all decisions and findings within 30 days, in writing to the appellant. The Board of Appeals shall not have the authority to waive any requirements of this Code. CHAPTER 2 EXCAVATIONS AND GRADING SECTION: 9-2-1: Special Requirements 9-2-2: Variances Prohibited 9-2-3: Violations, Enforcement and Penalties 9-2-1: Special Requirements: A. Excavating and Grading Conditions and Special Requirements. The Building Official may impose additional conditions and special requirements, consistent with the intent and purpose of Uniform Building Code Appendix Chapter 33, as adopted herein, including but not limited to fencing, screening, erosion control measures relating to the excavation and grading of sites, where protection of public welfare, public interest and property warrants such action. B. Water Resources Management. In addition to the requirements contained herein, all excavation and grading activities within the City of Rosemount shall be performed in strict compliance with this Code of Ordinances. 9-2-2: Variances: Where the City Council finds that hardships may result from strict compliance with these regulations or that unusual topographical conditions exist, it may vary these regulations so that substantial justice may be done and the public interest secured, provided that such variation will not have the effect of nullifying the intent and purpose of this Chapter. - 9-2-3: Violations, Enforcement and Penalties: C: A. Enforcement. The City Council may, for failure of any person to comply with any requirements made in writing under the provisions of Section 9-2-1, as promptly as the same can reasonably be done, proceed to cause such requirement to be complied with, and the cost of such work be taxed against the property whereon the pit, excavation, grading or fill is situated when authorized by law; or the City may at its option proceed to collect such costs by an action against the person to whom such permit has been issued, and their superiors, if a bond or cash deposit exists. B. Penalties. Any person who shall refuse, neglect or fail to comply with any requirement of this Chapter or who shall fail to comply with any order issued under this Chapter is guilty of a misdemeanor offense. Violators shall be punished in accordance with Minnesota Statute, Section 609.02. Each day of violation shall constitute a separate offense and shall be punished accordingly. CHAPTER 3 ELECTRICAL INSTALLATIONS, REGULATIONS SECTION: 9-3-1: Application of Provisions 9-3-2: Electrical Inspector; Qualifications and Appointment 9-3-3: Standards for Electrical Equipment Installations 9-3-4: Wiring Methods 9-3-5: Connections to Installation 9-3-6: Permits and Inspections 9-3-7: Inspection Fees 9-3-8: Liability for Damages 9-3-9: Penalty 9-3-1: Application of Provisions: A. Electrical Code Applications. The provisions of this Chapter shall apply to all installations of electrical conductors, fittings, devices and fixtures hereinafter referred to as electrical equipment within or on public and private buildings and premises, with the following general exceptions. The provision of this Chapter do not apply to installations in mines, ships, railway cars, aircraft or automotive equipment, or the installations or equipment employed by a railway, electric or communication utility in the exercise of its functions as a utility, except as otherwise provided in this Chapter. 7 B. Safe Installations. As used in this Chapter, "reasonably safe to persons and property" as applied to electrical installations and electrical equipment means safe to use in the service for which the installation or equipment is intended without unnecessary hazard to life, limb or property. C. Electrical Code. For the purposes of interpretation of the provisions of this Chapter, the most recently published edition of the National Electrical Code shall be prima facie evidence of the definitions, interpretations and scope of words and terms used in this Chapter. 9-3-2: Electrical Inspector; Qualifications and Appointment: A. Electrical Inspector. There is hereby created the office of Electrical Inspector. B. Appointment. A certified State Electrical Inspector shall be appointed by the City Council and need not be a City employee. Any assistant shall meet the same requirements as the Electrical Inspector. C. Inspector Qualifications. The salary of the Electrical Inspector shall be determined by resolution of the City Council. Before commencing duties, and on a biennial basis, the Electrical Inspector shall provide evidence of State licensing as a State Electrical Inspector and provide proof of required bonding through the State Board of Electricity to the City Clerk. D. Duties. It shall be the duty of the Inspector to enforce the provisions of this Chapter. The Electrical Inspector shall, upon application, grant permits for the installation or alteration of electrical equipment and shall make inspections of electrical installations, all as provided in this Chapter. The Electrical Inspector shall keep complete records of all permits issued, inspections, and re-inspection(s) made and other official work performed in accordance with the provisions of this Chapter. E. Inspector Prerequisites. It shall be unlawful for the Inspector or any assistant to engage in the sale, installation or maintenance of electrical equipment, directly or indirectly, and they shall have no financial interest in any concern engaged in such business in the City. F. Authority of Electrical Inspector. The Inspector shall have the right during reasonable hours to enter any building or premises in the discharge of official duties, or for the purpose of making any inspection, re -inspection or test of electrical equipment contained therein or its installation. When any electrical equipment is found by the Inspector to be dangerous to persons or property because it is defective or defectively installed, the person responsible for the electrical equipment shall be notified in writing and shall make any changes or repair required in the judgment of the Inspector to place such 8 equipment in safe conditions. If such work is not completed within fifteen (15) days or any longer period that may be specified by the Inspector in said notice, the Inspector shall have the authority to disconnect or order discontinuance of electrical service to said electrical equipment. In cases of emergency where necessary for safety to persons and property, or where electrical equipment may interfere with the work of the Fire Department, the Inspector shall have the authority to disconnect or cause disconnection immediately of any electrical equipment. G. Deputies. The Inspector may delegate any of the Inspectors powers to any of the Inspectors assistants. H. Responsibility. The City Electrical Inspector shall function under the applicable policies of the City Protective Inspections Divisions and the City Building Official. 9-3-3: Standards for Electrical Equipment Installations: A. Standards. All installations of electrical equipment shall be reasonably safe to persons and property and in conformity with the provisions of this Chapter, the applicable Statues of the State of Minnesota and all orders, rules and regulations issued by the authority thereof. B. National Electrical Code. Conformity of installations of electrical equipment with applicable regulations set forth in the current National Electrical Code, National Electrical Safety Code or electrical provisions of other safety codes which have been approved by the American Standards Association shall be prima facie evidence that such installations are reasonably safe to persons and property, together with such additions and exceptions contained herein. Noncompliance with the provisions of this Chapter shall be prima facie evidence that the installation is not reasonably safe to persons and property. C. Alternative Methods and Modifications. When there are practical difficulties involved in carrying out the provisions of this code, the Electrical Inspector, with approval of the City Building Official, may grant modifications or accept alternative methods for individual cases. The Electrical Inspector shall first find that a special individual reason makes strict letter of this code impractical and that said alternative or modification is in conformance with the intent and purpose of this code and that said alternative or modification does not lessen any life -safety or fire protection requirements or any degree of structural integrity. The details of said actions shall be recorded and entered into the permanent files of the department. D. Moved Buildings and Structures. Buildings or structures moved from without to within and within the limits of the City shall conform to all of the requirements of this Chapter for new buildings or structures. E E. Change of Use or Occupancy. Existing buildings or structures hereafter changed in use shall conform in all respects to the requirements of this Chapter for the new use. 9-3-4: Electrical Installations: All electrical installations shall be designed and installed in accordance with the most current edition of the Minnesota Building Code and National Electrical Code as adopted by the State of Minnesota. 9-3-5: Connections to Installations: A. Equipment Connections. It shall be unlawful for any person to make connections from a supply of electricity to any electrical equipment for the installation of which a permit is required or which has been disconnected by the Electrical Inspector without first securing a permit. B. Electrical Disconnection Orders. The public or private utility providing services shall disconnect the same upon a written order from the Electrical Inspector, if the Inspector considers any electrical installation unsafe to life and property or installed contrary to this Chapter. C. Permit Exemptions. No permit shall be required for minor repair work as defined in Minnesota Statute, Section 326.244, meaning the adjustment or repair and replacement of worn or defective parts of electrical fixtures, switches, receptacles and other equipment; provided, that such minor repairs are made in compliance with accepted standards of construction for safety to life and property as defined in Minnesota Statue, Section 326. 243 and do not require replacement of the wiring to them. The city's inspectors or agents may inspect any such minor repairs at the request of the owner or person making such repairs. 9-3-6: Permits and Inspections: A. Permits Required. An electrical permit is required for each installation, alteration or addition of electrical work for light, heat and power within the limits of the City. B. Work Exempt From Permit. No permit shall be required for electrical installations of equipment owned, leased, operated or maintained by a public service corporation which is used by said corporation in the performance of its function as a utility, except that such electrical installations shall conform to the minimum standards of the National Electric Code. C. Public Utilities. Ownership of any transmission or distribution lines or appurtenances thereto, including but not limited to transformers, shall not be transferred 10 by a public service corporation to any person, except another franchised public service corporation dealing in electric energy for distribution and sale, without a permit first having been issued therefor by the City. Such permit shall be issued only after the facilities to be transferred have been inspected and approved as provided in this Chapter and upon payment of an inspection fee as set forth in this Section. D. Permit Fees. Before any permit is granted for the installation or alteration of electrical equipment, the person making application for such permit shall pay the City a fee in such amount as is set by resolution of the City Council and furnish proof of a valid State Electrical Contractor's License, in accordance with the Minnesota State Building Code and Minnesota Statutes. E. Permit Application. Application for such permit, describing the electrical work to be done, shall be made on a State application, in writing, to the City by the person registered to do such work. The application shall be accompanied by such plans, specifications and schedules as may be necessary to determine whether the electrical installation described will be in conformity with all legal requirements. The fees for electrical inspection as set forth by resolution shall accompany such application. If the applicant has complied with all of the provisions of this Chapter, a permit for such electrical installation shall be issued. F. Inspection Scheduling. The electrical inspections process will be in accordance with the following: 1. All electrical installations which involve the concealment of wiring or equipment shall have a "rough in" inspection prior to concealment, wherein the Inspector shall be duly notified in advance, excluding Saturdays, Sundays and holidays. 2. When any electrical equipment is to be hidden from view by the permanent placement of parts of the building, the person installing the equipment shall notify the Electrical Inspector and such equipment shall not be concealed until it has been inspected and approved by the Electrical Inspector or until twenty four (24) hours, exclusive of Saturdays, Sundays and holidays, shall have elapsed from the time of such notifications; provided, that on large installations, where the concealment of equipment proceeds continuously, the person installing the electrical equipment shall give the Electrical Inspector due notice and inspection shall be made periodically during the progress of the work. 3. At regular intervals the Electrical Inspector shall visit all premises where work may be done under annual permits and shall inspect all electrical equipment installed under such a permit since the previous inspection, and shall issue a certificate of approval for such work as is found to be in conformity with the 11 provisions of this Chapter, after the required fee has been paid. G. Correction Notice Process. If upon inspection the installation is not found to be fully in conformity with the provisions of this Chapter, the Electrical Inspector shall at once forward to the person making the installation a written notice stating the defects which have been found to exist. 9-3-7: Inspection Fees: Inspection fees and inspections of transient projects, including but not limited to carnivals and circuses, will be set forth by resolution of the City Council. 9-3-8: Liability for Damages: This Chapter shall not be construed to affect the responsibility or liability for any party owning, operating, controlling or installing any electrical equipment for damages to persons or property caused by any defect therein, nor shall the City be held as assuming any such liability by reason of the inspection or re -inspection authorized herein or the certificate of approval or disapproval of any equipment authorized herein. 9-3-9: Penalty: Any person who shall violate any of the provisions of this Chapter shall be guilty of a misdemeanor and, upon conviction thereof, shall be punished in accordance with Minnesota Statute, Section 609.02. Each act of violation or each day a violation occurs or continues shall constitute a separate offense. 12 CHAPTER 4 BUILDING AND PROPERTY MAINTENANCE SECTION: 9-4-1: Title 9-4-2: Legislative Finding 9-4-3: Purpose 9-4-4: Discrimination and Privacy 9-4-5: Definitions 9-4-6: Responsibility of Owners and Occupants 9-4-7: Public Nuisance Defined 9-4-8: Violation of Provisions 9-4-9: Enforcement 9-4-10: Abatement Procedure 9-4-1: Title: This Chapter shall be known and may be cited as the BUILDING AND PROPERTY MAINTENANCE ORDINANCE or "this Chapter" hereafter. (Ord. IVIII.9,4-4-95) 9-4-2: Legislative Finding: It is hereby found that there exists and may in the future exist in the City, structures used for human habitation which for reasons of their structure, equipment, sanitation, maintenance, use or occupancy affect or are likely to affect adversely the public health (including the physical, mental, and social well-being of persons and families), safety, and general welfare. To correct and prevent the existence of such adverse conditions, to achieve and maintain such levels of residential, commercial, and industrial environmental quality as will protect and promote public health, safety, and general welfare, it is found that the establishment and enforcement of minimum building and property standards are required. (Ord. XVIII.9, 4-4-95) 9-4-3: Purpose: The purpose of this Chapter is to protect, preserve and promote the public health, safety, and the general welfare of the people of the City, to prevent building conditions that adversely affect or are likely to adversely affect the life, safety, general welfare, and health, including the physical, mental and social well-being of persons occupying dwellings within the City, to promote and encourage property lawn maintenance, and set standards for an 13 adequate level of maintenance to preserve the value of land and buildings throughout the City; and to provide for the administration and enforcement thereof. (Ord. XVIII.9,4-4- 95) 9-4-4: Discrimination and Privacy: This Chapter is to be enforced in a nondiscriminatory manner and exclusively for the purpose of promoting public, as opposed to private welfare. Except as may be specifically provided herein or incidental to the enforcement hereof, this Chapter is not intended to interfere with personal policy or with private legal rights and liabilities, including without limitation landlord/tenant and lessor/lessee relationships, and in enacting and enforcing this Chapter, the City neither expressly nor by implication assumes any obligations or liabilities respecting such private rights or disputes, including those which involve or arise out of the nonconformity of any premises in the City to the provisions of this Chapter. (Ord.XVIII.9, 4-4-95) 9-4-5: Definitions: For the purpose of this Chapter, the terms defined in this Section have the meanings given to them. A. Building. A structure erected for the support, shelter, or enclosure of persons, animals, chattel, or movable property of any kind. B. Dwelling. A building, or portion thereof, designed or used for residential or business occupancy, including one -family dwellings, two-family dwellings, and multi -family dwellings. Whenever the word "dwellings" is used in this Chapter, it shall be construed as though it was followed by the words "or any part thereof'. C. Dwelling Unit. One room or rooms connected together constituting a separate, independent housekeeping unit for owner occupancy, or rental or lease on a weekly, monthly, or longer basis, and physically separated from any other rooms or dwelling units which may be in the same structure, and containing independent cooking, toilet and sleeping facilities. Whenever the term "dwelling units" is used in this Chapter it is to be construed as though it was followed by the words "or any part thereof'. D. Enforcement Officer. A person designated by the City Administrator to administer and enforce this Chapter, or his or her designee. E. Garbage. Putrescible animal and vegetable wastes, including those resulting from the handling, preparation, cooking, and consumption of food. 14 F. Habitable. Fit to be lived in. G. Nuisance. 1. A public nuisance known as such under common law or in equity or recognized by Minnesota Statues or the City Code. 2. A public nuisance which may prove detrimental to children whether in a building, on the premises of a building, or upon an unoccupied lot. This includes, but is not limited to, any abandoned wells, shafts, basements, or excavations; abandoned refrigerators in a hazardous conditions; unlicensed or inoperable motor vehicles; or any structurally unsound fences or structures; or any lumber, garbage, rubbish, fences, or debris which may become a hazard for inquisitive minors. 3. Overcrowding a room with occupants. 4. Insufficient ventilation or illumination. 5. Inadequate or unsanitary sewage or plumbing facilities. 6. Uncleanliness 7. Any situation or activity which renders air, food, or drink unwholesome or detrimental to the health of human beings. 8. Any condition which is offensive or has a blighting influence on the community. 9. Any other activity or situation that is dangerous to human life or is detrimental to health. H. Occupancy. A taking or possessing of something. I. Owner. A person who, alone, jointly, or severally with others, shall be in actual possession of, or have charge, care, or control of, any dwelling or dwelling unit within the City as owner, employee, or agent of the owner, or as trustee or guardian of the estate of person of the title holder. A person representing the actual owner must comply with the provisions of this Chapter to the same extent as the owner. J. Public Area. Those areas which are normally open to the general public or the occupants of more than one dwelling unit of a multiple -family dwelling. 15 K. Refuse. Putrescible and nonputrescible solids including garbage and rubbish. L. Residence. A place of habitation. M. Responsible Party. 1. Agent; 2. Designee or collector of rents; 3. Holder of a contract for deed; 4. Receiver, executor, or trustee; 5. Lessee; 6. Other person, firm, or corporation exercising control over a party N. Rodent Harborage. A shelter where rodents are liable to live, nest, or seek shelter. O. Rodents. An infestation of vermines such as rats, mice, skunks, snakes, bats, grackles, starlings, pigeons, bees, wasps, cockroaches, or flies. P. Rubbish. Nonputrescible solid wastes consisting of both combustible and noncombustible wastes, such as paper, cardboard, tin cans, grass and shrubbery clippings, wood, glass, brick, plaster, bedding, crockery, cement, and similar materials. Q. Structure. Anything erected, the use of which requires more or less permanent location on the ground; or attached to something having a permanent location on the ground. Whenever the word "structure" is used in the Chapter, it shall be construed as though it was followed by the words "or any part thereof'. R. Yard. All ground, lawn, court, walk, driveway, or other space constituting part of the same premises. (Ord. XVIII.9, 4-4-95) 9-4-6: Responsibility of Owners and Occupants: The owner of a dwelling is responsible for the maintenance of buildings and structures and for meeting the provisions of this Chapter, unless otherwise noted. A. Joint Responsibility of Occupants and Owner. 1. An owner, agent or occupant of a dwelling may not allow the accumulation of dirt or filth on the premises occupied or controlled in a manner that could create a health hazard to the dwelling occupants or the general public. 16 2. An owner, agent or occupant of a dwelling may not allow the accumulation of rubbish or garbage on the premises occupied or controlled in a manner that could create a health hazard to the dwelling occupants or the general public. (See also City Code Section 5-1-2 through 5-1-7.) 3. An owner, agent or occupant may not allow formation of rodent harborage in or about the premises occupied or controlled. 4. The occupant of a dwelling containing a single dwelling unit is responsible for the extermination of rodents, insects or vermin on the premises. Every occupant of a dwelling unit in a dwelling containing more than one dwelling unit is responsible for such extermination whenever the dwelling unit is the only one infested. However, whenever infestation is caused by the failure of the owner to maintain a dwelling in a reasonable rodent -proof condition, extermination is the responsibility of the owner. Whenever infestation exists in two (2) or more of the dwelling units in any dwelling, or in the shared or public parts of any dwelling containing two (2) or more dwelling units, extermination thereof is the responsibility of the owner. (Ord. XVIII.9, 4-4-95) 9-4-7: Public Nuisance Defined: Whoever by an act or failure to perform a legal duty intentionally does any of the following is guilty of violating this Chapter. A. Maintains or permits an unfavorable building or structure appearance or level of maintenance; 1. Buildings, structures, fences and retaining walls which have been so poorly maintained that their physical condition and appearance detract from the surrounding neighborhood are declared to be public nuisances because they: a.) decrease adjoining landowners and occupants enjoyment of their property and neighborhood and; b.) may adversely affect property values and neighborhood patterns. 2. Standards: a. Any building, structure, fence or retaining wall is a public nuisance if it does not comply with the following requirements: i. No part of any exterior surface shall have deterioration, holes, breaks, gaps, loose or rotting boards or timber. 17 ii. Every exterior surface which has had a surface finish such as paint applied shall be maintained to avoid noticeable deterioration of the finish. No wall or other exterior surface shall have peeling, cracked, chipped, or otherwise deteriorated surface finish on more than twenty percent (20%) Of: a.) any one wall or other flat surface; b.) all door and window moldings, eaves, gutters, and similar projections on any one side or surface. iii. No glass, including windows and exterior light fixtures, shall be broken or cracked and no seams shall be torn or separated from moldings. iv. All exterior doors and shutters shall be hung properly and have an operable mechanism to keep them securely shut or in place. v. All cornices, moldings, lintels, sills, bay or dormer windows, and similar projections shall be kept in good repair and free from cracks and defects which make them hazardous or unsightly. A. Roof structures shall be tight and have no defects which admit water. All roof drainage systems shall be secured and hung properly. vii. Chimney, antennae, air vents, and other similar projections shall be structurally sound and in good repair. Such projections shall be secured properly, where applicable, to an exterior wall or roof. B. Maintains or permits buildings or structures which endanger public safety, health or property within the City: 1. Any building, structure, fence or retaining wall in the City which is found by the City Building Inspectors or Fire Marshall, or their designee, to be dangerous to public safety, health or property by reason of a. Damage by fire; b. Defective chimneys or stovepipes; 18 c. Dilapidated condition or decay; d. Defective electrical wiring; e. Defective gas installations; E Defective heating apparatus; g. Defective sewage disposal system or plumbing; I. Any other defect endangering the public safety, health, or other property; are hereby declared to be a public nuisance. 2. Any building or structure which is damaged, decayed, dilapidated, unsanitary, unsafe, vermin or rodent infested, or which lacks provisions for basic illumination, ventilation, or sanitary facilities to the extent that the defects create a hazard to the health, safety, or welfare to the occupants or of the public, may be declared unfit for human habitation. Whenever any building has been declared unfit for human habitation, the enforcement officer shall order same vacated within a reasonable time and shall post a placard on the property which shall a) be in writing, b) include a description of the property sufficient for identification, c) include a statement of a reason or reasons why it is being issued, d) include a description of the repairs and improvements required to bring the dwelling into compliance with the provisions of this Chapter, and e) include a statement of time allowed to correct the violations. C. Maintains or permits garbage or refuse to be place or stored in yards: 1. To enhance the safety of residents, no garbage, junk or debris shall be placed in yards or properties in the City. The City Zoning Ordinance states that except as specifically authorized by the Zoning Ordinance, all equipment, merchandise, materials, supplies, unlicensed vehicles, junk vehicles, trash and junk, and finished and semi -finished products shall be stored within "structures" as defined in the Zoning Ordinance. Violation of such provisions of the City Zoning Ordinance is a violation of this Chapter. D. Special provision; lawn maintenance: 1. Preamble: There are a variety of landscapes in the City which diversify and add a richness to the quality of life. Certain areas in the City have been left or allowed to go, unmaintained. They have been accepted by the vast majority of the City residents as appropriate and as part of the unique 19 quality of life in this community. There are community expectations, however, that once an area has been disturbed, landscaped, or otherwise maintained, that area will continue to be maintained in a consistent manner. When vegetation in that area is not continually maintained, it becomes aesthetically unpleasing and violates community standards. Property which appears neglected may decrease the value of adjacent properties. In addition, if vegetation is not properly maintained, there may be the following adverse impacts on public health, safety, and welfare: a. Undesirable vegetation such as common buckthorn, quack grass, and other weeds may invade and threaten to supplant other more desirable vegetation. b. Vegetation which causes allergic reactions, such as ragweed, may develop. c. Tall vegetation along driveways and public roads may impair visibility when entering or exiting public roads. 2. Definitions: for the purpose of this Section the following words shall have the meanings specified below: a. Meadow Vegetation: Grasses and flowering and broad leaf plants which are native to, or adopted to, the State, which are commonly found in meadow and prairie plant communities, except weeds. b. Noxious Weeds: Those plants which are determined from time to time to be noxious weeds pursuant to Minnesota Statutes, Section 18.171, subdivision 5. c. Regularly Cut: Mowing or otherwise cutting the vegetation so that it does not exceed eight inches (8"). d. Turf Grasses: Grasses commonly used in regularly cut lawn areas, such as bluegrass, fescue, and rye grass blends, and nonwoody vegetation interspersed with them. e. Weeds: Include all noxious weeds buffalobur, common cocklebur, crabgrass, dandelions, jimsonweed, quackgrass, common and giant ragweed, field sandbur, velvetleaf, and wild sunflower. Weeds also include anything that is horticulturally out of place. For example, a tree seedling is a weed in a vegetable 20 garden. A property owner may establish that a plant or plants are not horticulturally out of place by providing a written landscape plan for the area in question, complete with a listing and locations of plant species. The plants specifically listed above may not be included within the landscape plan. Vegetation which does not comply with this plan are weeds. 3. Maintenance Standard: The minimum standard in this Section applies to property which has been developed with a "building" as defined in the Building Code, including vacant property combined with developed property for this purpose, and a parcel of property which has been completely or partially disturbed by demolition, grading or other means in preparation for development or redevelopment. a. All turf grasses and weeds must not exceed a height of eight inches (8"), measured from the base at ground level to the tip of each stalk, stem blade, or leaf. b. This requirement does not apply to the following: i. A wetland or floodplain designated on the Official Zoning Map or any other available wetland inventory maps on file with the City. ii. A drainage pond or ditch which stores or conveys stormwater. W. A pasture which is: a) currently being used for the exercise or feeding of domestic hoofed animals, b) physically surrounded by a permanent fence which separates the pasture from property used for other purposes, c) at least one-half ('/2) acre in size, and d) undeveloped with any habitable buildings. iv. An area in which the land and vegetation appear not to have been graded, landscaped, mowed, or otherwise disturbed by human or mechanical means at any time. Determination of what constitutes this type of area will be based on a reasonable judgment of the present appearance of the area. The recent history of the area may be relevant to this determination. v. An area established with meadow vegetation if: 21 1) The prior vegetation is eliminated and the meadow vegetation is planted through transplants or seed by human or mechanical means. 2) The area is cut at least once per year to a height of eight inches (8"), if weeds cover more than twenty five percent (25%) of the area. 3) A sign is posted on the property in a location likely to be seen by the public, advising that a meadow or prairie is being established. The sign is required only if the vegetation is in an area likely to be seen by the public. This sign shall be in addition to any sign permitted by the Sign Ordinance but shall be no smaller than ten inches (10") square, no larger than one square foot, and no higher than three feet (T) tall. The sign is no longer required when weeds cover twenty five percent (25%) or less of the area. vi. See City Code, Section 5-2-2 for noxious weed control requirements. E. Special Provision; Parking Maintenance: 1. It shall be the joint responsibility of the operator and owner of any principal use to maintain, in a neat and aesthetic manner, the parking space, accessway, driveway, landscaping, required fences or walls and retaining walls. Violation of Section 5-2-2 is a violation of this Chapter. (Ord. XVIR.9, 4-4-95) 9-4-8: Violation of Provisions: A. Any person violating any provision of this Chapter shall be guilty of a misdemeanor. B. For the purpose of safeguarding the health and safety of the general public and of the occupants of dwellings, it is the duty of the appropriate City official, or his or her designee, to enforce this Chapter, and, this official is hereby authorized and directed to conduct inspections to determine the condition of dwellings, residences, and premises located within the City. For the purpose of making such inspections, the appropriate City official is hereby authorized to enter, examine and survey, between the hours of seven thirty o'clock (7:30) A.M. and four o'clock (4:00) P.M., all dwellings, residences, and premises. The appropriate City official, prior to making such inspection, shall inform the 22 occupant of the dwelling by letter postmarked not less than seventy two (72) hours prior to the time such inspection is made. After such written notice is given, the owner or occupant of such dwelling, during such time, for the purpose of such inspection, examination or survey; provided that such inspection, examination or survey shall not have for its purpose the harassment of such owner or occupant and that such inspection, examination, or survey shall be made so as to cause the lease amount of inconvenience to the owner or occupant, consistent with an efficient performance of the duties of the appropriate City official; provided that the purpose of such inspection, examination, or survey shall not be for the procurement of evidence to be used in any criminal proceeding; provided that nothing in this Section shall be construed to prohibit the entry of the appropriate City official. The required notice is waved when: 1. At any time when in the opinion of the appropriate City official an actual emergency tending to create an immediate danger to public health and safety exists; or 2. At any time when such inspection, examination, or survey may be requested by the owner or tenant. (Ord. XVIII.9, 4-4-95) 9-4-9: Enforcement: A. It shall be the duty of the City Council to enforce the provisions of this Chapter and the City Council may delegate to other officers or agencies, power to enforce particular provisions of this Sections, including the power to inspect private premises, and the officers charged with the enforcement or his or her designee, of this Chapter shall take all reasonable precautions to prevent the commission and maintenance of public nuisances. (Ord. XVIII.9, 4-4-95) 9-4-10: Abatement Procedure: A. Abatement. 1. Whenever the officer charged with enforcement determines that a public nuisance is being maintained or exists on property within the City, the officer shall notify the property owner and occupant or other responsible party in writing of that fact and order the nuisance terminated and abated. Notice shall be served in person or by certified mail. Notice to the owner shall be satisfied by return receipt from the person listed as the taxpayer on the County's tax record. If the property is not occupied, the owner is unknown, or no other responsible party can be reasonably identified, notice may be served by posting said notice on the property. The posted notice shall specify the steps to be taken to abate the nuisance and the maximum time period allowed for compliance. The posted notice shall also state that the City may, after notice to the owner and occupant or other responsible 23 party, provide for abating the nuisance by the City. Three separate notices shall be written and delivered or posted as outlined above. The first notice shall specify compliance within twenty (20) days. The second consecutive notice shall reference the first notice and specify an additional ten (10) days for compliance. The third consecutive notice shall reference the first two notices, specify that it is the last notice prior to the City Councils hearing for abating the matter by the City, and allow for an additional five (5) days for final compliance with the written order(s). Incases where any or all of the notices are posted, at least forty-five (45) days shall elapse between the day of the first posting and the Council hearing. 2. Summary Abatement: The enforcement officer, or his or her designee, may provide for abating a public nuisance without following the procedures required in subsection A - above, when: a. There is an immediate threat to the public health or safety. b. There is an immediate threat of serious property damage. c. A public nuisance has been caused by private parties on public property. If the enforcement officer abates the nuisance pursuant to this Section, the officer must reasonably attempt to notify the owner, occupant, or other responsible party of the intended action and the right to appeal the abatement and any cost recovery at the next regularly scheduled City Council meeting. 3. Hazardous and Substandard Buildings or Structures: In appropriate cases the City may elect to enforce the provisions of this Chapter pursuant to Minnesota Statue, Section 463.15 through 462.26. 4. Cost Recovery: The owner of property on which a nuisance has been abated by the City, or a person who has caused a public nuisance on property not owned by that person, shall be personally responsible to the City for the cost of abatement, including administrative costs and any other expenses incurred by the City while performing the work. As soon as the work has been completed and the cost determined, the City Clerk or other official designated by the council shall prepare a bill for the cost and mail it to the owner or other responsible party. Thereupon, the amount shall be immediately due and payable at the office of the City Clerk, 5. Assessment: If the cost, or any portion of it, has not been paid under subsection A - d, within thirty (30) days after the date of the bill, the unpaid cost may be certified against the property to which the cost is attributable in accordance with Minnesota Statues, chapter 429. Before the unpaid costs are certified against the property, the property owner must be given notice and hearing as required by 24 Minnesota Statue 429.061. 6. Penalty: Any person in violation of any of the provisions in this Chapter shall be guilty of a misdemeanor in accordance with Minnesota Statute, Section 609.02. Each day on which such violation continues shall constitute a separate offense. 7. Hindrance: Any person hindering the efforts of City officials to investigate possible violations of this Chapter shall be guilty of a misdemeanor. 8. Conflict of Chapter: In any case where a provision of this Chapter is found to be in conflict with a provision of any zoning, building, fire, safety, or health ordinance or code in this City, the provision which establishes the higher standard for the promotion and protection of the health and safety of the people shall prevail. In any case where a provision of this Chapter is found to be in conflict with a provision of any other ordinance or code of the City existing on the effective date of this Chapter which established a lower standard for the promotion and protection of the health and safety of the people, the provision of this Chapter shall be deemed to prevail. The determination of the applicability of this Chapter in light of the above rules of interpretation shall be made by the City and its determination shall be final. (Ord. XVIII.9, 4-4-95) 25 CHAPTER 5 BUILDING CODE; MOVED BUILDINGS AND STRUCTURES. SECTION: 9-5-1: Moved Buildings and Structures 9-5-2: Definitions 9-5-3: Administration and Application 9-5-4: Violations and Penalties 9-5-1: Moved Buildings and Structures: All Buildings or Structures moved within, into or out of the City of Rosemount shall be subject to the following rules and regulations as promulgated by the City Building Official. 9-5-2: Definitions: A. Building. Is any structure used or intended for supporting or sheltering any use or occupancy. B. Structure. Is that which is built or constructed, an edifice or building of any kind, or any piece of work artificially built up or composed of parts joined together in some definite manner. C. City Inspector. The designated city official charged with the authority to administer and enforce this code. D. OSHA. The Federal Occupational Safety and Health Act. 9-5-3: Administration and Application: A. Permit required. Any person desiring to move a Building or Structure into, within or out of the City of Rosemount must apply for a Moving Permit with the City Protective Inspections Division and pay the appropriate Moving Permit fee as adopted by the City Council. EXCEPTION: Garages, Sheds and Utility buildings limited to one story in height and which will require no special traffic signage or lighting for safe road transfer, in accordance with Minnesota Statute, Chapter 169. 26 B. Construction Regulations. All Buildings or Structures proposed to be moved within or into the city limits of Rosemount shall be constructed so as to be in compliance with all City and State Building and Zoning Codes and Ordinances in effect at the time of permit issuance. All Buildings or Structures shall be in good repair and condition. C. Pre -Inspection. Prior to moving Buildings or Structures within or into the city limits, a pre -inspection of said structures may be required. The requirements for this inspection are at the discretion of the City Building Official. A Special Inspection Application form and the appropriate fee, as approved by the City Council, must also be applied for and paid, for said pre -inspection. The applicant shall make such Buildings or Structures available and accessible for pre -inspection and shall schedule a pre -inspection in accordance with the City Protective Inspections Division's Policy. Upon completion of the pre -inspection, the City Inspector shall compile a report outlining code deficiencies and/or violations which would be required to bring said Buildings or Structures into compliance with current codes. Upon notification of deficiencies and/or code violations, the applicant may be issued a conditional Moving and Building Permit as set forth in the City Inspector's report. It shall be further required that the applicant shall, at the time of permit issuance, sign a statement acknowledging acceptance of said conditions. D. Construction Guarantee. When a permit is required to move a Buildings or Structure into or within the city limits, it shall be further required that the applicant post a penal bond in the sum of $20,000.00 in favor of the City. The penal bond shall guarantee compliance with said conditions outlined in the City Inspector's report and that the Building or Structure will be placed on a foundation, and connected to the municipal sewer and water service or a complying septic system and well (if required) and that the final grading and a driveway will be completed within one -hundred eighty (180) days of the permit issuance date. E. Additional Permits. In addition to the Moving and Special Inspection permits and fees, all other permits as required by City and State Codes must be obtained to construct, enlarge, alter, repair, remodel or improve the Building or Structure and any components related to the project. F. Structure Placement. Except as provided under the exception of Subpart A, and Subpart H of this Section, all Buildings and Structures moved within or into the city limits must be placed on a permanent foundation and/or slab within fifteen (15) working days after the Building or Structure has been moved within or into the Rosemount city limits. G. Aesthetic Conditions. Except for Buildings and Structures specifically exempted in Subpart A of this Chapter, all Buildings or Structures moved within or into the Rosemount city limits shall have all exterior wall surfaces completely resided or repainted and the roof reroofed with new materials complying with the Rosemount Zoning Code, 27 Section 7.2, Subpart 5 and 6. Said requirements shall be completed within one -hundred eighty (180) days of permit issuance. H. Building Storage. Moved Buildings or Structures shall be prohibited from being either temporarily or permanently stored or set for the purposes of transport, transfer or sale within the City of Rosemount unless the structure is a prefabricated Building or Structure of less than one -hundred fifty (150) square feet, in conformance with Rosemount Zoning Code, Section 6.10 B(5) and the Building or Structure is in a commercial district allowing such uses. I. Licensing and Coordination. All Buildings or Structures shall be moved by licensed Building Movers in accordance with Minnesota Statute, Sections 221.81 and 160.26. All Building Movers shall file a moving plan with the permit application indicating the proposed route within the City and the proposed date and the time of the move. The Building Mover shall notify and coordinate the building move with the City Police and Public Works Departments. Should the moving plan change, the Building Mover shall notify the Rosemount Police and Public Works Departments a minimum of twelve (12) hours in advance of the original scheduled moving time and reschedule said move as required. The Rosemount Police and/or Public Works personnel have the right to deny, reschedule or reroute any Building or Structure move on jurisdictional roadways at any time. J. Site Conditions. Upon moving any Building or Structure from its existing location, all public utilities shall be terminated at the property line per code. Any remaining concrete or other miscellaneous debris including slabs, foundations, sidewalks or footings must be removed and disposed of at an approved construction demolition landfill in accordance with State Law and Dakota County Ordinance 110. All existing wells and/or septic systems must be sealed and abandoned per code. If an excavation hole or pit is formed due to the removal or cleanup of the moved Building or Structure, the excavation must be filled with clean fill to match existing and surrounding finished grade conditions. No open and/or unsafe excavation(s) shall remain open overnight unless secure fencing and safety signage is provided and installed in accordance with OSHA regulations. K. Age of Building. Prior to moving any single family Building into or within the city limits, proof of the age of the Building must be verified to the City Protective Inspections Division. No moved single family Building which is older than ten (L0) -years of age in comparison �on�to single family Buildings located within three hundred (300) feet of the proposed site shall be permitted. 9-5-4: Violations and Penalties: A. Violation. It shall be unlawful for any person, firm or corporation to move a Building or Structure into, within or out of the City of Rosemount, or cause the same to 28 be done contrary to or in violation of any provision embodied in this Chapter or the Minnesota State Building Code. B. Penalties. Persons, firms or corporations found to be in violation of any provision of this Chapter shall be deemed guilty of a misdemeanor offense in accordance with Minnesota Statute, Section 609.02. Each day during which a violation of this Chapter is committed, continued, or permitted, constitutes a separate offense. 29 CHAPTER 6 DESIGN, INSTALLATION MAINTENANCE OF ON-SITE INDIVIDUAL SEWAGE TREATMENT SYSTEMS SECTION: 9-6-1: Purpose and Scope 9-6-2: Definitions 9-6-3: Administration 9-6-4: Design of ISTS 9-6-5: Installation of ISTS 9-6-6: Permit Requirements 9-6-7: Testing for ISTS Design 9-6-8: Shoreland and Flood Plain Regulations 9-6-9: Maintenance and Operating Regulations of Existing ISTS 9-6-10: Limits on Commercial and Industrial Discharge 9-6-11: Schedule for Initial Permits 9-6-12: Failed ISTS 9-6-13: Systems Causing Imminent Threat to Public Health or Safety 9-6-14: Penalty 9-6-15: Inconsistency 9-6-1: Purpose and Scope: The purpose and scope of City Code Chapter 6, Design, Installation and Maintenance of On-site Individual Sewage Treatment System Requirements, shall be: A. For the proper siting, design, construction, installation, operation, maintenance, repair, reconstruction, inspection, enforcement and regulation of new and continued uses of individual waste treatment systems and devices. B. To comply with Minnesota Metropolitan Council mandates requiring the City of Rosemount to require maintenance of existing on-site sewage treatment systems on a regular basis to maintain code compliance. It shall be the primary intent of this Ordinance to promote the public health, safety and general welfare of the City of Rosemount and to protect the environment and the City's natural resources including soils, bedrock and surface and groundwater. To this end, this Ordinance shall provide for the prevention and control of waste water related injury, disease, and natural resource depletion which can result from the improper generation, storage, treatment, removal, transport, utilization and disposal of waste water. 30 9-6-2: Definitions: For the purpose of this Ordinance, definitions of terms provided in Minnesota Statute, Section 115.03 and Chapter 145A, and in Minnesota Rules, Chapter 7080 and 4715, and Dakota County Ordinance 113 as well as related laws and regulations, as referenced, shall have the same meaning ascribed to them in this Ordinance, unless provided otherwise as follows: A. Abandonment. Shall mean the permanent and proper termination or decommissioning of an individual sewage treatment system or part thereof. B. Approved Testing Methods. Shall mean all those relevant sample collection, preservation, analytical and statistical reporting methods known to accurately and precisely represent physical, chemical, biological and radiological parameters of interest or concern in water, waste water or waste. Approved testing methods shall be regulatory or consensus standards and shall include but not be limited to, standard methods for the examination of water and waste water, (APHA, AWWA, WPCF), methods for chemical analysis of water and wastes (EPA) and, where applicable, test methods for evaluating solid waste (SW -846, EPA). C. Baffle. Means a device installed in a septic tank for proper operation of the tank and to provide maximum retention of solids, and includes vented sanitary tees and submerged pipe in addition to those devices that are normally called baffles. D. Commercial and Industrial. Means a building or property use other than dwelling, multiple family dwelling, or two-family dwelling, or attached or detached dwelling. E. Contaminant. Shall mean any physical, chemical, biological, or radiological substance or material in water which tends to degrade the environment by contributing toxicity, constituting a hazard or otherwise impairing its usefulness. F. Contamination. Shall mean the presence of certain infections or toxic agents or certain hazardous characteristics capable of causing disease or other harm. G. Dwelling. Means any building or portion thereof, which is designed or used for residential purposes but not including motels, hotels, nursing homes and boarding houses. H. Failed Individual Sewage Treatment System. "Failed Individual Sewage Treatment System" means any ISTS that discharges sewage to a seepage pit, 31 cesspool, drywell or leaching pit and any system with less than three feet of soil or sand between the bottom of the distribution medium and the saturated soil level or bedrock and in addition. I. Groundwater or Ground Water. Shall mean subsurface water in the vadose (unsaturated) and phreatic (saturated) zones occurring naturally in soil and rock formations, whether or not capable of yielding such water to wells, and shall specifically mean that subsurface water present in the saturated zone defined by a perched, free or confined ground water surface. J. Hazardous Materials. Means any substance, which when discarded, meets the definition of hazardous waste in Minnesota Rules 7045. K. Holding Tank Means a watertight tank for storage of sewage until it can be transported to a point of approved treatment and disposal. L. Imminent Threat to Public Health or Safety. "Imminent Threat to Public Health or Safety" shall mean situations with the potential to immediately and adversely impact or threaten public health or safety. M. Individual Sewage Treatment System. (Hereafter known as ISTS) "Individual Sewage Treatment System" means a sewage treatment system, or part thereof, serving a dwelling, or other establishment, or group thereof, and using sewage tanks or advanced treatment followed by soil treatment and disposal. Individual sewage treatment system includes holding tanks and privies. N. Owner. Means all persons having possession of, control over, or title to an individual sewage treatment system. O. Pollutant. Shall mean a contaminant whose form concentration or other attribute in an environmental medium such as soil or water, exceeds established, acceptable criteria and standards prescribed by the Minnesota Pollution Control Agency and, therefore, may be capable of causing disease, injury or death in humans, animals or plants, contributing to the risk thereof, otherwise degrading the environment or creating a public nuisance. P. Public Nuisance, or Public Health Nuisance. Shall be defined as in Minnesota Statutes, Chapter 145A, as amended, and shall be restricted in this Ordinance to those conditions in which wastes, waste waters, sewage, septage, sludge and other releases or related activities contribute to the annoyance or endangerment of persons or the degradation of the environment and which require appropriate preventory, control or abatement to resolve. 32 Q. Pumper. Shall mean any qualified person currently licensed by the State of Minnesota to properly clean, service, pump out and remove all septage, sewage, sewage sludge and other waste water solids and liquids from sewage tanks, pits, lagoons, privies, and other containers or devices, to temporarily store and transport such waste water, and to properly dispose of such waste water in a Minnesota Pollution Control Agency -permitted municipal or other waste water treatment facility or land apply, incorporate and beneficially use such waste water on a MPCA permitted land application site. R. Reserve Area. Shall mean that portion of a property that is designated to be protected from all vehicular traffic, construction and other disturbances to the original, natural soils such that a future waste water treatment system or device may be constructed meeting all Ordinance requirements when the existing primary system or device malfunctions, becomes irreparable or when it fails to comply with this Ordinance. S. Septage. "Septage" means solids and liquids removed during periodic maintenance of an individual sewage treatment system, or solids and liquids which are removed from toilet waste treatment devices or a holding tank. T. Septic Tank. Means any watertight, covered receptacle designed and constructed to receive the discharge of sewage from a building sewer, separate solids from liquid, digest organic matter, and store liquids through a period of detention, and allow the clarified liquids to discharge to a soil treatment system U. Sewage. Means any water carried domestic waste, exclusive of footing and roof drainage, from any industrial, agricultural, or commercial establishment, or any dwelling or any other structure. Domestic waste includes liquid waste produced by toilets, bathing, laundry, culinary operations, and the floor drains associated with these sources, and specifically excludes animal waste and commercial or industrial waste water. V. Sewage Tank. Means a watertight tank used in the treatment of sewage and includes, but is not limited to septic tanks and aerobic tanks. W. Sewage Tank Effluent. Means that liquid which flows from a septic or aerobic tank under normal operation. X. Soil Treatment Area. Means that area of trench or bed bottom which is in direct contact with the drainfield rock of the soil treatment system, and for mounds, that area to the edges of the required absorption width and extending five feet beyond the ends of the rock layer. 33 Y. Soil Treatment System. Means a system where sewage tank effluent is treated and disposed of below the ground surface by filtration and percolation through the soil, and includes those systems commonly known as seepage bed, trench, drainfield, disposal field, and mounds. Z. Standard Systems. Means an individual sewage treatment system employing a building sewer, sewage tank, and the soil treatment system consisting of trenches, seepage beds or mounds which are constructed on original soil which has a percolation rate equal to or faster than 120 minutes per inch. AA. Water Table. Means the highest elevation in the soil where all voids are filled with water, as evidenced by presence of water or soil mottling or other information. 9-6-3: Administration: Standards for the installation, maintenance and repair of ISTS are as established herein. A. Adoption of Minnesota Pollution Control Agency Rule 7080 and any subsequent amendments thereto, and Dakota County Environmental Management Department Ordinance 113, in the most current editions are hereby adopted by reference and shall be part of this Ordinance as if set forth herein. 9-6-4: Design of ISIS: In addition to requirements contained within MPCA 7080 and Dakota County Ordinance 113, all new, rebuilt or otherwise modified individual sewage treatment systems located in the City shall be designed by a person licensed by the State of Minnesota as being qualified to design such systems. Proof of such certification shall be provided to the City at the time the design of the ISTS is submitted to the City's Protective Inspection Division for approval. The design shall be submitted to and approved by the Protective Inspection Division prior to issuance of any permits for the subject site. 9-6-5: Installation of ISTS: The installation of an ISTS shall occur only at the location approved by the City's Protective Inspection Division. Installation of the system at any other location shall require submission to and approval of revised design and location plans by the City's Protective Inspection Division. The system shall only be installed by a person or company licensed by the State of Minnesota as qualified to install such a system. 34 9-6-6: Permit Requirements: No person shall install, repair, or alter an ISTS without first obtaining a permit as provided herein. Applications, provided by the City, must be completed in writing prior to issuance of a permit. Permit fees are established by resolution of the City Council. 9-6-7: Testing for ISTS Design: For all buildable lots and existing lots of record in unsewered areas, the landowner shall submit to the City two (2) separate ISTS site evaluations for a primary and secondary reserve area sewage/soil treatment system. A minimum of four (4) soil borings, two (2) perculation test results and a complete site evaluation for the primary and secondary ISTS soil treatment system per MPCA 7080.0110 must be submitted. The site analysis must show the existence of adequate land area for both the primary and secondary ISTS taking into account seasonably saturated soils, soil types and conditions, topographic features, flooding potential and mandatory setback requirements as dictated by City Ordinance and any applicable State and Federal regulations. The evaluation of the soils and the soil borings as well as the two (2) potential locations for the ISTS shall be submitted to the City for review and approval prior to any preliminary or final plat approval or waiver of platting or permit issuance. Failure to provide the information required by this section or failure to have at least two (2) potential sites for a soil treatment system on each lot shall be grounds for denial of the Building and Septic Permits. 9-6-8: Shoreland and Flood Plain Regulations: The design and installation of any ISTS within a designated shoreland or flood plain area shall be in accordance with Section 9.1 of the City Zoning Code and any other applicable federal, state or county shoreland or flood plain regulations. 9-6-9: Maintenance and Operating Regulations of Existing ISTS: A. Residential Maintenance Permit. The owner of every residential dwelling with an ISTS system must obtain an ISTS Maintenance Permit from the City's Protective Inspection Division. An ISTS maintenance permit shall be issued by the City's Building Inspection Division only upon successful completion and proper recording of the sewage system maintenance log sheet in accordance with Section 9-6-9, Subpart C, of this Ordinance. B. Commercial, Industrial, Public or Institutional Operational Permit. The owner of every commercial, industrial, public, or institutional ISTS is 35 required to have an ISTS Operational Permit for each ISTS from the City's Protective Inspection Division. The Operational Permit shall be issued only upon successful completion of the following requirements: 1. The owner of the ISTS has successfully completed maintenance on the system in accordance with Section 9-6-9, Subpart C, of this Ordinance. 2. Inspections shall be completed by the City's Protective Inspection Division to verify water use and suitable effluent quality for on-site treatment. For an increase in discharge rate due to a change of use or building addition, the owner will be responsible to complete an ISTS evaluation by a licensed evaluator to determine capacity of the existing system. Permits will not be issued if the existing system is not capable of handling discharge. 3. The owner of the ISTS pays the required permit fee for each ISTS as set forth by resolution by the City Council. 4. A new Operational Permit is required when a change of ownership, building use or building addition occurs. C. ISTS Maintenance. Upon successful completion of ISTS maintenance per MPCA 7080, the licensed pumper/inspector shall submit a sewage system maintenance log sheet to the Dakota County Environmental Management Department within 30 days with the appropriate county recording fee. The log sheet must be completed in its entirety and all information recorded must be verified in writing by the signature and date of the licensed pumper/inspector completing the maintenance. The log sheet must also state the condition of and work done on the following: 1. The sewage or septic tank(s) has been thoroughly pumped by a licensed pumper to remove all solids and scum in accordance with the requirements of Minnesota Rules Chapter 7080. EXCEPTION: Pumping is not required if a licensed pumper or licensed private inspector determines that accumulated sludge and scum layers do not exceed the levels required for pumping per Minnesota Rule Chapter 7080. 2. An ISTS evaluation is completed by the licensed pumper/inspector verifying that the baffles and tank(s) are in working order and in substantial compliance with Minnesota Rule Chapter 7080 and if there is any evidence of ISTS surface discharge or failure. W D. Duration. The duration of the residential Maintenance Permit and commercial and industrial Operational Permits shall be for a two (2) year period and shall be renewed by the owner after fulfilling the requirements of Section 9-6-9, Subpart C, of this Ordinance again making application to the City for such permit. The permit(s) shall be deemed revoked if the system becomes a failed ISTS. E. Renewal. If an owner has not renewed the ISTS Maintenance or Operation Permit(s) as required by Section 9-6-9, Subpart D, within 30 days of expiration of the permit, a late renewal fee as established by resolution by City Council shall be paid before a permit is issued. Failure to obtain the required Maintenance or Operational Permits or to renew said permits as outlined in this section may also result in penalty as outlined in Section 9-6-14, of this Ordinance. 9-6-10: Limits on Commercial and Industrial Discharge: No animal waste or commercial waste water or industrial waste water shall be discharged on the surface or into the sub -surface unless the person allowing or causing the discharge first obtains a state disposal system permit from the Minnesota Pollution Control Agency. Such discharges must comply with the terms and requirements of the state disposal system permit in order to continue. Any ISTS installed prior to May 24th, 1996 and used for the discharge of animal waste or commercial waste water or industrial waste water may continue to be used for such purposes until such system becomes a failed ISTS or the Minnesota Pollution Control Agency orders discontinuance, whichever occurs first; then, in such case the new installed systems must comply with Chapter 6. 9-6-11: Schedule for Initial Permits: The owner of any ISTS within the City shall obtain a Maintenance or Operational Permit by May 24th, 1998 and shall maintain said Maintenance or Operational Permit under the conditions of Section 9-6-9, Subpart C, of this chapter until use of the ISTS has been abandoned or terminated. 9-6-12: Failed ISTS: The owner of any failed ISTS shall replace, modify or reconstruct the failed system in conformance with MPCA rule 7080 prior to January 30th, 2002. The requirements of this section does not preclude the requirements of other sections of this code, MPCA 7080, Dakota County Ordinance 113, or any other state or federal law from requiring earlier or immediate ISTS replacements or upgrades. 9-6-13: Systems Causing Imminent Threat To Public Health or Safety: The owner of any ISTS defined as causing an imminent threat to public health or safety 37 shall immediately replace, modify or reconstruct the ISTS in conformance with MPCA Rule 7080. 9-6-14: Penalty: Violation of Chapter 6 shall be a misdemeanor. Presentation to the City of any false or intentionally misleading statements, certificates or applications by the owner or by the certified pumpers, designers or installers of the ISTS shall also be a misdemeanor. A separate offense shall be deemed committed each day during or upon which a violation occurs or continues. 9-6-15: Inconsistency: If any provision of Chapter 6 is inconsistent with MPCA Rule 7080, Minnesota Statute, or Dakota County Ordinance 113, then that provision which is more demanding or provides a greater level of requirements or restrictions or provides an earlier date of compliance shall prevail and be controlling. If any provision of Chapter 6 is inconsistent with City Code, then that provision which is more demanding or provides a greater level of requirements or restrictions or provides an earlier date of compliance shall prevail and be controlling. CHAPTER 7 CONSTRUCTION OPERATIONS AND EXCESSIVE NOISE SECTION: 9-7-1: Application of Provisions 9-7-2: Construction Hours 9-7-3: Exception for Emergency Work 9-7-4: Enforcement and Penalties 9-7-1: Application of provisions: For the purposes of general prohibition relating to construction activities, no person shall make or cause to be made any distinctly and loudly audible noise that unreasonably 38 annoys, disturbs, injures, or endangers the comfort, repose, health safety or welfare of any person which impairs their right of enjoyment of property or affects their property's value. This general prohibition is not limited by the specific restrictions of the following sections. 9-7-2: Construction Hours: A. Specific Prohibitions. Construction activities described below shall be restricted to the hours of fr.�A1VI. and 8:00 P.M. Monday through Friday, 7:30 A.M. to 7:00 P.M. on Saturdays and 9:00 A.M. to 5:00 P.M. on Sundays. Except for emergencies or conditions for which the City has granted approval, the following activities are prohibited outside of said regulated working hours: 1. Construction activities related to buildings and structures, excavations and grading projects and roadways and utilities. See Rosemount Zoning Code Section 14.8 for regulations on mineral extraction and mining activities. 2. Construction activities involving the operation of appliances, tools, generators, compressors, or chainsaws powered by electric, electric motors, internal combustion engines or compressed air. 9-7-3: Exception for Emergency Work: Noise created exclusively in the performance of emergency work to preserve the public health, safety, or welfare, or in the performance of emergency work necessary to restore a public service or eliminate a public hazard shall be exempt from the provisions of this ordinance for a period to be established by the administrative authority. Persons responsible for such work shall inform the issuing authority of the need to initiate such work, or if the work is commenced during non -business hours of the City, at the beginning of business hours of the first business day thereafter. Any person responsible for such emergency work shall take all reasonable actions to minimize the amount of noise. 9-7-4: Enforcement and Penalties: A. Enforcement Duties. The Rosemount Police Department and the Protective Inspections Division of the Community Development Department shall enforce the provisions of this Ordinance. Representatives of said Departments shall make all reasonable efforts to prevent violations of this ordinance. B. Penalties. Every person, firm or corporation who violates any provision of this Ordinance shall be deemed guilty of a misdemeanor offense in accordance with Minnesota Statute, Section 609.02. Each act of violation or each day a violation occurs or continues shall constitute a separate offense. 39 Adopted by the Rosemount City Council this 19th day of August, 1997. ATTEST: Susan M. Walsh, City Clerk Cathy Busho, Mayor Published in the Rosemount Town Pages on the day of , 1997. Y s 1 �r August 1997 City Council , SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY 1 2 I31 July 3 4 5 6 M T 7 8 9 M T W T FS 6.00pra Port Auth. 1 2 3 4 5 1 2 3 4 5 6 6 7 8 9 10 11 12 7 8 9 10 11 12 13 t 7:30pm �_�' City 14 15 16 i � Council 14 15 16 17 18 19 20 20 21 22 23 24 25 26 21 22 23 24 25 26 27 27 28 29 30 31 10 11 12 13 14 15 16 8/1/1997 3:00pm Vermillion River Watershed USPGI Fund 6:300m Trust Punning r __Commis- I sion Bus. Frunn 3-5p►r, 17 118 119 120 121 22 23 I31 July September S M T W T F S S M T W T FS 1 2 3 4 5 1 2 3 4 5 6 6 7 8 9 10 11 12 7 8 9 10 11 12 13 13 14 15 16 17 18 19 14 15 16 17 18 19 20 20 21 22 23 24 25 26 21 22 23 24 25 26 27 27 28 29 30 31 28 29 30 revised 07/21/97 8/1/1997 September 1997 1, City Council SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY 1 2 3 4 5 6 ►� 1 rAn pm Port Ruth. 7:30pm Labor Day,t'► city City Hall = I*.., council Closed 7 8 9 10 11 12 13 i61s 3,npm 3 R�� ver Watemillion rshed ��`'� hilt ev�ri1 revised 07/21/97 S M ..y.. ­ vT S M 14 15 16 17 18 19 20 5 6:30pm Comm. of Wlwle ;> 6:00pm Port Ruth. 1 2 3 4 5 7:30pm Parks 8e Recreation Committee: 7:30pm City AM16. Council 8 9 10 11 12 13 14 15 16 17 18 19 21 22 23 24 25 26 27 27 Autumn begins 6:30pm Planning i � Commis- sion 7:OOpm MVTA, 100EHWY 13,1.. Burnsville 31 28 29 30 revised 07/21/97 S M ..y.. ­ vT S M T W T F S 3 4 5 6 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 revised 07/21/97 S M T ­ vT F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 8/1/1997 12 13 14 15 16 17 18 Ab:3 0 3:00pm Vermillion , Tit;i� a River Watershed 19 20 21 22 _ 23 24 25 11 6:30pm : Comm. of Whole 6:0000 Port Auth. 7:0000MVTA, 100 E HWY 131 Burnsville - urnsville7:3000 15 16 17 18 7 390 Parks &� Recreation . Committee: 7:30pm City ww Council 21 22 23 24 25 26 27 4 28 29 30 8 9 26 27 28 29 30 31 IM Daylight Savings g 17 6:30pm / Planning Commis- 19 20 21 22 23 sion' 25 26 27 28 September S M T W T F S 8/1/1997 1 2 3 4 5 6 November 7 8 9 10 11 12 13 T 14 15 16 17 18 19 20 21 22 23 24 25 26 27 4 28 29 30 8 9 revised 08/01/97 11 12 13 14 15 8/1/1997 November S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 8/1/1997 AUG-04-1998 15:28 APPLE VALLEY MED. CENTER 612 432 7019 P.02/03 �• Appendix I Minnesota Department of Health Division of Environmental Health Section of Occupational Health ' Respiratory Medical Evaluation Form For a qualified physician to properly assess the ability of an employee to wear a respirator, a medical history must be known. This questionnaire will aid in that regard. This questionnaire should b supplemented by physical examination and pulmonary function testing wherhase; are felt to be needed by the attending physician. 'lease fill out this questionnaire as accurately as possible. If questions arise, contact the Respiratory Protection Program Coordinator. Yes No a. ✓ Insulin dependent diabetes or mellitus b. �' Epilepsy, ;rand mal or petit .'mal (uncontrolled; e.g., seizure _ within.the past•six months) C. i %J Has your health changed for the worse over the past year? d. J Do you use medications: list e.• �%' Punctured ear drum .. . f. _ �" Skin sensitivities (skin allergies) " Impaired or nonexistent sense of smell, h. ✓/ Emphysema i. Chronic pulmonary obstructive disease (CPDD) j. _✓/ _ \J Asthma (wheezing) k. _ Pneumoconiosis (dust related disease) 1. Evidence of reduced pulmonary function M. History of heart attack, stroke or other heart problems n./ untreated or uncontrolled hypertension o. �/ Other breathing problems (specify) P_ _ ✓ Experience breathing difficulty when wearing a respirator q. �% Experience claustrophobia when wearing a respirator (e.g., afraid of being closed in) r. Do you have a problem walking up two flights at a rapid Jpace Any other condition that you feel could affect the safe use i of a respirator Signature r? �c'/.�` ! Date _ �j AUG -04-1998 15:29 APPLE VALLEY MED. CENTER 612 432 7019 P.03/03 r Minnes. Department of Health Divisi :- . f Environmental Health Sect: --f Oca-upational Health Y have examined t::J-Dln L/at 9&L, to determine the physical fitness required to use respiratory protective equipment. The following restrictions apply-, At this time, I find no physical. reason to pr6hihit my patient from participating in programs which may require the use of respirators. KENNETH G. PALLAS, M.D.• APPIT VALLEY MEbfCAl::GENTER 146.55 GALAME AVE - Attending Physician APPLE�VALLEY,MN 551'24 g y (612) 432-6161 7- 31-f 8: Date TOTAL P.03 8 - ------ 6 5 145'-0' , 1 W y REVISIONS 2• ¢ i s1 F-IZ s1 o� 0�J o� 115KY KOCH LINE "1 W ". EASEMENT LINE ml �i Z a� - _I l._ 1 LLJ 4 i Zi W SEWAGE i iW VICINITY MAP iFACILITYYT Am (PENCE) •. .. A APPRO% i/2 I ( 140TH ST. EAST I O \! J I 1Q Q 1 I `VICE-T6iiG�52 j__ _ 1. (COUNTY HWY 38) 120'-0't 130'-63 O GV -O' 35'-0' '-0'.. 7'--0 .i'-8•tI 58'-0't It5KV LINE TO CANNON FALLS. __ 115KV LINE TO WEST HASTINGS - EASEMENT LINE 2 UBSTATION SITE LEGAL DESCRIPTION. -_-._.- I - --� I i893719'EI I .L�.. 1... I I S �.-'_-'�-'i ("') i --•i. �"-'� I � I I 1-"_"'--"� THE SOUTH 488 FEET OF THE EAST 475 FEET OF THE SE 1/4 t I OF THE SW 1/4 OF SECTION 19, TOWNSHIP 115 NORTH. RANGE 18 WEST. j I Il I WIRED) I « NOTE 7 c°Di I I i I I I I h 11 I I Im GENERAL NOTES '�--------------------- -�-�'-(- ;O-•-' ---• ; -11" -•--r•-------,•---• — 1. LOCATION OF BENCH MARK FOR GRADE ELEVATION IS THE IDENTIFIED 'WORK POINT.• -. I- I �•�. ELEVATION OF BENCH MARK IS 845.51' --- • ----•-- ---------- - ®.. i I 1 I I I j i i �' i i\ 2. SUBSTATION ROUGH GRADE ELEVATION IS 849.00' 3. SUBSTATION AREA ENCLOSED BY FENCE AND EXTENDING 5'-0' APPROXIMATE LOCATION OUTSIDE, SURFACED WITH 4.OF CLEAN V CRUSHEO ROCK. (EASEMENT SEWER LINE (EASEMENT UNKNOWN) 4. FENCE 7'-O'HIGH STEEL CHAIN LINK FABRIC AND 1'-0'HIGH VERTICAL ARM 'I i I I I����ICC''l .r -����fC''1 �. - B' �_-_ - -_-_ -R-�- - �• BARBED WIRE ON TOP, IN ACCORDANCE WITH NSP ENG. & DES. STOS. ED 4.09.03. - 5. SEE STRUCTURAL STEEL DRAWINGS FOR LOAD REGUIREMENTS OF EXTERNAL I • Iw AND INTERNAL STRAINS. o I I I , I I 1 I- N ( b 'm�•m ;+.� - /•� 6. U.G. POWER DUCTS PASS UNDER FENCE MIDWAY BETWEEN PENCE POSTS AND, - galla ism a WHERE POSSIBLE, NOT LESS. THAN 2'-6'BELOW GRADE.. -� s•. w.. 'o'm n u�i I / 1 �P Im ,� /" 7. SEWER LINE INFORMATION RETRIEVED FROM SANITARY SEWER DRAWING MSB -7112 I x !FUT.TR2' - I .z I / PAGE 15 AND 16 DATED 3/30/71. ALL DIMENSIONS RELATED TO THE 48'SEWER d -rl- LINE ARE FOR REFERENCE ONLY. C I r /' S. MOBILE TRANSFORMER TO BE PARKED IN POSITION AS SHOWN. J mm3l i I I iiT d I I -----'-_'.---- - B I /• U9. MOBILE TRANFORMER HIGH VOLTAGE LEADS CONNECTED OVERHEAD WITH HOT L 1 �1 m I / NE CLAMPS TO TRANSFORMER LEAD. fE0-4,09.05.011 z ri7'Tr "I7r HI i ( Fp I / 10. MOBILE TRANSFORMER LOW VOLTAGE LEADS CONNECTED WHERE SHOWN ON - EAST -WEST I A O}--- 1__ I I ILE -_ d e ELECTRICAL LAYOUT SO THAT TRANSFORMER CURRENT TRANSFORMERS AND as sn�r•� �-' 1-�-. TRANS. i _ q _.-.+___� - - _ �:/MH CIRCUIT BREAKER (OR LOAD INTERRUPTER SWITCH)REMAIN IN THE CIRCUIT. 10 _® a -ss sa--s'�ssnan�=_�r_s�aa s ��� v APPROXIMATE LOCATION REFERENCE LINE m - -_a' / 11. ENTRANCE TO CONTROL HOUSE FOR MOBILE TRANSFORMER CONTROL CABLE. _ - 1 - ! m, /' 42'CIP SEWER LINE SHOWN. ON CONTROL HOUSE DRAWING. r. _ N / (EASEMENT UNKNOWN) �m i-'-'---------------'--- FEEDSERS I B I �.A��I A - ----�-__.i_--- -_..{ f' 1 LEGEND • m t / �j ��t3'�j-------------- ------------------- A TRI I I C . em" A 1. Q- ON ALL MINNESOTA AND WISCONSIN COMPANY SUBSTATION FENCES _ I I --� I / INSTALL NO TRESPASSING SIGNS WORDED 'WARNING/HAZARDOUS VOLTAGES ! RMTffi2 I J i - g', a '/• ® * INSIDE/KEEP OUT/CAN SHOCK BURN OR CAUSE OEATH'. THIS SIGN IS NSP STOCK NO.16-0092 (NSP STO.DWG.- NO -160280). THESE SIGNS ARE TO BE E FEEDER --'Z /I n MOUNTED ON THE OUTSIDE OF THE FENCE FABRIC APPROXIMATELY 4'-6• * RMT3t1 -_-� e FROM FINISHED -GRADE TO THE CENTER OF SIGN AND. EVERY 50'-0•AROUNO •A THE FENCE PERIMETER..... •B N p •/ 1 2-M>-- ON ALL MINNESOTA AND WISCONSIN COMPANY SUBSTATION FENCES INSTALL ENTRY WARNING SIGNS WORDED 'WARNING/LIMITED OVERHEAD - t '/ -� ELECTRICAL CLEARANCES WITHIN/ENTRY BY AUTHORIZED PERSONAU. THIS - m 24'x 60'. • C +� SIGN IS NSP STOCK NO.19-0094. (NSP STD. DWG.- NO -160279)• MOUNT TWO HOUSECONTROL ni 4'WALK GATE / a SIGNS APPROXIMATELY 4'-6'FROM GRADE TO CENTER OF SIGNS, BACK TO BACK,. ! I ISHIEL SHIELD /' I a ON THE INSIDE AND OUTSIDE OF EACH WALK GATE AND DRIVE GATE FABRIC. 11 rk 20'DRIVE GATE - • WIRE WIRE v THE DRIVE GATE SIGNS SHOULD BE MOUNTED. ON THE DRIVERS SIDE PANEL Of THESE DOUBLE GATES.. 3. >- INDICATES 'CAUTION -BURIED -CABLE' SIGNS, (NSP STOCK N0. i6-(7086). • ; ORDERED BY FIELD AND MOUNTED EACH SIDE OF FENCE FABRIC. BACK TO ! 0' m m I ¢ EDGE OF ¢ 1 ¢ I I BACK, APPROXIMATELY 3'-6' FROM GRADE TO TOP OF SIGNS. I SUBSTATION I a. D - INDICATES 'CAUTION -BURIED CABLE' SIGNS. (NSP STOCK NO. I6-0088). N I > ROUGH GRADE / I I POST MOUNTED, ORDERED AND INSTALLED BY FIELD. - -- M -INDICATES CONCRETE MARKERS FOR DIRECT BURIED CABLE RUNS.. ENG. & DES. STD. ED 4.05.84. ORDERED BY FIlELI - 5'_0.)22''0'+. i 50'R TYP/,/• 118''i•i - (TYPJ 951-0'+ I 52'-l1t ROAD RIGHT OF WAY328'-1• / • 146'-f l' I - DRAWING REFERENCE PROPERTY PLAT N m CONTOUR AND GRADING LAYOUT NH -172686 m I ,/' I ELECTRICAL LAYOUT N ------------------------ - ----_'_--�---.-------------._ CIRCUIT DIAGRAM. NH -170739 ----------------------- PROPERTY --- --------_-_-__ GROUNDING LAYOUT — N 475.08' PROPERTY LINE..__ _ •N89'3T19•W -�-- / - '� AND CENTER UN WORK POINT STEEL STAND LOCATION PLAN N -- - _ A (COUNTY HWY. 38). 115KV LINE TO CANNON FALLS 11 WEST HASTINGS TO CHEMOL TE LINE- aenrz w, ssr engineers. Inc - ewe.OM .040051, 4009 PAM M74 2914 LEWD AYE. mo ."ose•!IN RC cwa�s,a SOLD*%. SMN . 9 R"Mr Stll2 . PAx, fMp•62-21SS Aa•c'o. CAO DWG -_ MTV 7-IE4Y aa6rcNO "°. 8078 6210 wr ns. mil mw= NO. E-97AS05 sear i 2 1 4 s 1s . xwEer ranPr nwr na4 PLAe. sPEEuxArroLa Arm""' mpNE es.i ROSEMOUNT. MN FOORT WAS PREPARES BY ME OR MER W aeEcr ROSEMOUNT SUBSTATION (RMT) SLOMM" A PeOF'ENIO MLNDTHAT I AN A [Y LAWS LTT➢E MINNESOTA STATE EP LOCATION PLAN ure 9u P "E6Na 2scyf NORTHERN STATES POWER COMPANY SOME r=40'-0 AEv ESe4rArroe 6iEE OEMer" ff NH -161658 8 7 6 5 4 3 2 1• 8 7 6 5 4 3 2 l REVISIONS N L11 N T Z m ¢�uOR m - oiw to I 315'-0' -• �S.a. ---- 475.fD0' --•---- -----------•- `. S89'3TI9'E / REMOVE TREE / _ i . PROPERTY LINE - ®SANITARY MANHOLE .4 EL=857.67 GENERAL NOTES - - -I X856 _ _ 1.. LOCATION OF BENCH MARK FOR GRADE ELEVATION IS ALUMINUM CAP AT THE WORK POINT. f04ISH GRADE 848.88. .39•-0' i ASSUMED ELEVATION OF BENCH MARK IS 845.51' l ✓ate-_ i ROUGH GRADE ELEV.= 850.65' I \ i FENCE LINE OWNED BY 2. CONTOURS AT ONE FOOT INTERVALS. - FINISHED GRADE ELEV.= 85L00'(N.I.C.) `i. METRO WASTE PLANT. 3. ELEVATIONS INDICATED IN SUBSTATION GRADED AREA ARE IROUGH PRADE ELEV.= 850.42' I TOP OF MNDOT CLASS 5 OR APPROVED EQUAL. FINISHED GRADE ELEV.= 850.75(M.I.C.) / ROUGH GRADE ELEV. = 850.42' 4. CONTOURS OUTSIDE tF SUBSTATION GRADED AREA - 'L FINISHED GRADE ELEV.=..85075'(N. INDICATE THE TOP OF FINISHED TOPSOIL. 4 5. FINISHED GRADE IN SUBSTATION GRADED AREA IS 4 INCHES ' `1< 4}SB-6 IL° I a .HIGHER THAN THE ROUGH GRADE ELEVATION. FINISHED I 59-2 pQE r 24'-0'i \\\ O,o n - 'm I / GRADE CONSISTS OF 4 INCHES OF CRUSHED ROCK. PROVIDED AND INSTALLED BY. NSP. SIT£ GRADING SHALL BE PERFORMED IN ACCORDANCE WITH NSP SPEC. 220 SPECIFICATION FOR SITE GRACING% REV. 3. DATED 7/15/94 -a5¢ 7. EROSION CONTROL SHALL BE PERFORMED 1N ACCORDANCE - WITH NSP SPEC. 221 'SPECIFICATION FOR ERSOION CONTROL - - PLAN'. REV. 0, DATED 8/18/95. r I i S. 15' DIA. GALVANIZED CSP. 2 2/3' z Sft 16 GA. WITH N200396.024 i / GALVANIZED SAFETY SLOPE END SECTION,BOTH ENDS. EAST -WEST i ; E 575583.334 I I i / ' r � / 9. USE STRIPPED TOP SOIL TO CONSTRUCT BERMS. REFERENCE LINE / THAW BALES N89=.37�I9�W �. _.853- / (TYP. 4 PLACES)- / �- A j /I I �m TYPICAL GRADING SECTION / W W. f I a� A mlm L +S6-3 r >�+ r !! / / I m / SCALE, NONE mlm O4� of i 1 STOa SS -5 I FINISHED GRADE a m / / cam/ i i r i. ` y / ' �� . _ .. ROUGH GRADE ELEVATION 4' CRUSHED ROCK �/ ELEVATION(BY z. i { / /. /T / �' CONTRACT) (N.I.C.) - -852- -' r L i �. / WASTE WATER - ROUGH GRADE ELEV. = 848.2' r -� / / ,$ / ( TREATMENT PLANT - MNOOT CLASS 5 OR FINISHED GRADE ELEV, i 84?.25f (N.I.C.) ROUGH iIGRADE ELEV. = 848.9�L' � t / APPROVEO EQUAL - L ,851 - ( i FINISHED GRADE r ELEV. = 849.25' (N.I.C.) - / / I FILL _ SELECT FILL ROUGH GRADE ELEV.I= 84856' PINE T((��CES I - .COMMON FILL - '� --- r FINISHED GRADE EL V. (ROCK) = 849.00' (N.I.C.). 10'-j5"FIT. / se -I GRADE El V. 82T = 849.80' J - / / - 1 \ /I NATIVE SOIL -\\V/^ 3Y� r -32'-r -0. - m SEE SECTION. DETAILS FOR SITE SPECIFIC INFORMATION I.E.845.83 EDGE OF PAVEMENT - - L -1- - - - - END OF CURB (TYP.) I / l {� '. / / l ` LEGEND V .12'-0 r -e' R 15. -_ ® TELEPHONE POLE - ® MANHOLE �\ 6 _ / /I 0 - PROPERTY MONUMENT (WORK POINT) DRAINAGE (DIRECTION OF FLOW) 15' CULVERT (` .F.1 - R 14._9. F i I / ` - _ / I / / (NOTE 8) m. m W \.--. \--gA� / - - - - EXISTING CONTOURS \ so I.E. 84557 "'M °d 1/� \ - -- - -- / / -.// (N.I.C.) 'NOT IN CONTRACT' _ ROAD II..�-"_1-1 \� \_/ REMOVE TREE ® a //i -- -4 -.�.✓ _ ice-- _-.--_� NEW .CONTOURS RIGHT-Oi•"3AY _ �`�..� =sL_ 1 - - -- 1 �-c-i•=-c=!/�=�`---I-====_ _____- __-- =- -" -._ _- - - _- --'a ���..4'-- � -- �_==_4i-�J 1,_-_-_ 1__I REFERENCE DRAWINGS. \,\..- --- ----_ 8--- 1;`? _ _ --_ LOCATION PLAN NH -161658 \ .---_--------_-----•-- •--•----- L ------- -- --•-7-55-08=---------- 1- r N '3T19'Y I CNTY RD- -- _ -'---------- --- - -- -------.----•--.- _-�- _ - -- - __ CISTRUCTURE ------ •98 (3000) CURB ANO GUTTER O 0STRUCTURE - - - - J .� �- - -0 STRUCTURE TO ROAD RICHT OF WAY STRUCTURE •t I(STEEL) ELJWOO EL=845.07 PER MNDOT SPEC B-612 B •47 (STEED EL=844.33 WORK POINT •2 830')0) EL=643.98 145'-0. 5.'k ALUMINUM CORNERP SEC. 1% TWP. 115, RNG. I8 - ROUGH GRADE ELEV. =848.06' EL=845.51 - pe wworeE w.r SST BTiOlf188f8. (fiC tearerrwa�-ew �� FIMSHED GRADE ELEV. N 200112.065 PRELIMINARY tl4wROM �se►ew •newt am ax. u S .TOP OF BIT = 848.66' $LLv4 .wr mm WAAwm.MT eau@ FM i w6m-JM A E 575728.389. 0[9. JSB rn wtram OWG A NOT FOR arc 7_u SO°"�"" N0' 6078 CONSTRUCTION w0. E-97.805 6238 �.� «>E aaw. ) x a . , 1 4 Ircrnn PrAY TwnF M w.+w.xrc)r)cDM wl NY'0.• tE4T. xar ^• �, ^ ROSEMOUNT SUBSTATION (RMT) � ou m' w�a m GRADING LAYOUT SH. 1 OF 2 BTAYB a MINNESOTA r mm 1l 1 emwo NORTHERN STATES POWER COMPANY aeac V- 40' a�4Termw eo.mruo oo+wrwarc . nNH-172688-1 ' s�, 4 1 2 ROUGH VARIES. GRADE ELEV. SEE PLAN 215'-8• NORTH -SOUTH ORIGINAL GRADE BITUMINOUS SURFACING - FINISHED VARIES. GRADE ELEV, SEE PLAN (NIC) - REFERENCE LINE (SEE PLAN) PLANT MIXED 81TUMINOUS MIXTURE. 860 PLANT MIXED BITUMINOUS CONFORM TO 860 SPECIFICATION.PAVEMENT SHALL 1, AND 78E 858 _______________________________-______ _________r•-TOPSBI4 _____ ___.._________,_________.._____._____ __.__- ____-___ ____-_-____._____.____-•____________.____ '-•-----�- ._____ _ 6:-TORM6__. ______ __..___._ ........................................SHALL 858 PROVIDED AS THEBASECOURSE FOR ALL - 856 ____________--------- _----- _------------ -----------------`--------- __,______ {EYP)_________ ________._...____.__:___________._____.__.._.. __.....................................____________.________________________________ _____ ___(TYP_)._.___._ ___.__._._.,._______.___________________________.__________________________ ,_____ -' 856 ASHPHALT ROADS AND PARKING AREAS. 864------------------------__'_____'__^____-____'_________ -------------------- 852 -1.-__________-____:_______-_____._____._-____-___.__.__-_____ .... .:...._....._..,.....�.�...... ___.�_.._ _-: _ . _-"f"" ___'_'24.'„0.'__"___"_ '_____ - __-__ ...._-...____ _.__ __... ._ ___ __ :r .. -_ ___- „-�.,_-___ ____ - _ =- =rr. .. - __r.- _ _ -:.:. _ _ .... __ -,_` - - _ - •,- _"�"•________"'_""____"________________j"'-'__'_"".'___'____'___'______'_'__ 854 -_________________________._.._.. _.__._._.__.__.__.__._._____.__ .__.. ..�___ 852 AS TIC CONCRETE SURFACES D - _ �_____ __ ____________ ASPHALTICNRESURFACE SHALL CONFORM TO MN/OOT .850 _ 850 SPECIFICATION, ION AND PRO 848 •--______.__._.__..__..__._________:___.__________ _ ___. __________________________� __:_-._-- ____.________._-_.____._ _._t_______._._____ . ______.._ _ _ _ _z__ _________________-_.__,_________ 848 DED AS THE WEN COURSE F�OB� ALL ASPHALT .: 846 ___________________________________L..___._______ ... _... ______ ____._,._._ 4 -0' _ _ _ ____.______.__ a -� ----------------__--------------------------------------------------------_____ 846 ROADS AND P AREAS. RAKING E -.: 844 _________-__.__ --------- -_ _.___ _.____.___. 842 ______.__.______. --- ____;______.____._________ •-_-._______- _________________________ ____._____.__ _.._____--___.___�_- .1.. ACGRfiGA7E-DA$E _(CLRSS_5)_-__._ _ .____ ___.__-.__CUZ_._._._____._{STRIPPING_.__ •__'-'-__.� _____.._______.____.._____._-_______._________,._.____,________.___.__..___....................._ ________ :ASPHALT ________.___.{.._____.___.___..___---__--_.____.{.__-__._____________.:_______________ CEMENT: - 1 ___________ __________________________________________________-__ _ ___._ __:.__ __ 842. BITUMINOUS MIXTURE FOR BOTH RI E.AND WEARING 848 840 i 0THE COURSESSHALLCONFORMWING RM TO HE FOLLOWING 838 _____________________________________''-_-______-_________________________ _.____._____._____._______ Y _ ___•Y____.____.___________.___._._______{______.__ . ____ . 6-AGGRfiGATfi;8AS6_._._.__.___._______.___________________•_______.______________,_.;________.________.______________ 838 8 836 --------------------------------- 834 ___ -.___ ........... ....__--------___1____---___-_._____________________-{:___.._____________,_____-__________-___}____.________________________________f._______________-________.__-.__________i____________..____ ........ .._.._.____._._._._______-____.__.._..L___.___________.__.___ ..... _._.___:__.______..______.______.___.__.___:___.______._________(CLASS __:_:_ __........................................................................................ __..__...---_-_--_______________________.}_________.________________________••• ______..____________ 836 834 AGGREGATE: ._ 832--------------- ----- ------ ________.____: .................. _:..................... ;_...... _......... _............ _ ....... 4___ ................................ _................................ ............ _-------------------------------- _ ----- -------- __________.____.__..___..___.._:_.__.-________.___________________ 832 THE GRADED AGGREGATE TO BE USED FOR BOTH BASE AND - ' WEARING COURSES SHALL CONFORM TO THE REQUIREMENTS 830 830 OF MN/DOT STANDARD SPECIFICATION 2231. -4+00 -3+00. _2+00 -1+00 0+00 1+00 2+00 3+00 4+00 - - - MIXTURE GUALIFICATIONSS- SECTION A -A CONTRACTORTHE SHALL LA JOB -MIX FORMULA THE OWNER FOR APPROVALATt LEAST 110DAYSPRIOR TO VERTICAL SCALE 1'= 10' - THE INITIAL PLACEMENT OF BITUMINOUS PAVEMENT. THE HORIZONTAL SCALE 1'= 40' - ASPHALT -AGGREGATE MIXTURE SHALL BE DESIGNED FOR - 'HEAVY TRAFFIC ANO SHALL MEET THE FOLLOWING TEST - .. CRITERIA, MARSHALL TESTI ROAD AND PARKING AREAS STABILITY 750 LBS AIR VOIDS 3 -5 X PROPERTY LINE • REGUIREMENTS APPLY TO BOTH BASE AND WEARING COURSES. _ THICKNESS AND SURFACE REOUIRMENTSs VARIES (SEE PLAN) 150'-0' 160'-0' COARSE: THICKNESS. ' 75 GN 1 FINISH GRADE ELEV.VARIES EAST -WEST WEAR 2 INCHES BHEETHILKNESS _ - .SEE PLAN (NIC)REFERENCE ROUGH GRADE ELEV. VARIES.. I LINE MANHOLE 850.00 i ANDIR ACE REOUlRMENTS SHALL :I SEE PLAN (NIC). SEE DETAIL A CONFORM TO THE REOUIRMENTS OF MN/DOT STANDARD i - SPECIFICATION. SECTION 2331.3.PART J AND AS - 860 (SEE PLAN) - ) 860 SPECIFIED ABOVE.. - 858 ----__._._____..__ ___.____._:___._I 856 ___________________________«_.____..___ ___._____.________.._._._-_._�..._.______ ----------------------------- ___..__,...________________._._•-________.___ r. ._.___________..____-___________________.__._____ _____.___..__.____ _.__ __ ._ _. _ _____.__----___ ..____ ----.---_- ___-______-_- __-____ -___ ___________..____- ________-__ __ -_­--­----------- ___"--- +. _ :.. ___._____-___ _ - '------------------------------ _ _. _. � _____�_________'-_____ ____________._._.__._ __----- _-________ ________ _. _______ ______ ____ 856 OTHER ER PLACEMENT REQUIREMENTS: 8 54.__.________________-_.___.__.____..______.._.____-__________________________.___ 1 ____.__-._._._..__{.____..__•___._. .___ r_ _- __-_-__..______ _ __ _ -r_------- _ ...•_ •4�--- __.__..----'.__---- -_ '-I-I• - ___._____.._.__ ..__ ______._ _______ - 6'-�BRSOIL---• 654 CONSTRUCTION PLACEMENT R DUIR TS E EMEN SMALL BE THE - 852-___.._.__`_'_-_•,__._______.___.__:_.____«._._._..___._________________�.:/12\_--.-_-__ .. .._ __ __ _ - _ _ 1 (7YP.) SAME AS THOSE SP SPECIFIED IN 2331.3 •3FOLLOWING EXCEPT AS 850 __-_____.__.._____ .__. _____._ _ ____ ___.____-_--_ _ -.___._________. _ __�_R= _ _ _ __ _w _ _- .___..__ _____- ____ __ - _-,_-__-_____-_----_-_---_- - _•-__-____________-___________. . .:_- __ __ 852 850 1 MODIFIED 0 R tH SUPPLEMENTED E 0 0 INC E Ll 848. _______.________-________________._-. 846 ________________._._._ _..___-_____:-_.____._._______...__ '-'-- _ _______�__..s__ r•.__,,,, _.__ __._____-, ______.__�...r___,_.__________.__ _ _ _ _ _____,M____.___;____.._________ ________________ __________.:_ TftU'P.U9SS____._.__.________ __._ ___________ __ _. _____. ______._ _ ____.___.____________________ _______________ _ .___ _ __._ - - - 648 _ __ ___________.____.___ _.__.................................. 646 RESTRICTIONS:. 844 __.____....... ........ _____________}_._.______________________.__._____{_.___,..__._._________________._.___..j.___LLLI___-_____•__._________._______}____.._..__._______.�___CUI_._-.____-{_____. _______a "0' .._.-1__---___.--__-______-___•-•_____--_-_-{___--_______________._______________ $ao RESTRICTIONS SHALL BE THE SAME AS THOSE SPECIFIED 842_________________________________.__._._:._________..______._.._______________! ______________._______________,__-___ :______________--___________:.________._.____.____.____._.___.__;..______ ____...........................................__________________.____:___________________.________________ IN 2331.38 EXCEPT AS MODIFIED BY THE FOLLOWING: - _842 - BITUMINOUS WEARING OR INTERIM WEARING COURSE WHICH 840 AREINCH ECLESS THICKNESSSHALL ANPERWD 838 - ------------------- ,- __.____________._______________-___ --__________________________._________•____ ____________ _ _ ______ _ _. .,__._.___. '-AGGREGATE-.BASE. F.______.__.____________.____--'-{__________________________________'-_- 838 COMPACTED OF R[SN6 ' 836 - (CLASS ). AFTER THE AIR TEMPERATURE IN THE SHADE AND .AWAY '.. ----------------------- ............ ___.-__-_._____ __,_____._._____________`_______________T____________.____.______._.___.______.___.__._____.__________ ______._ 836 - FROM ARTIFICIAL HEAT. NAS REACHED 50'F AND INDICATIONS 834 ___________________________________-_-'______-_____-_-----_---._---------____-__'______________,_______^______-_________'_________-_________---_______________'___ f i F 4. _______-____________________ ____________________________-__________ i. ----------------------------------------- P}•---•--••-•-••-------•--•-----•-•----•--- 834 ARE FOR A CONTINUING RISE IN TEMPERATURE. DURING A 832 --------------------- _-------- ,_----------'------ --- ----'-"......-.-"..........................`----- '-^___-_1____________________________._________.-.____._._.__..____.�_-___._._____:____.____ -------------"----------------- - ____,_____..___.____:_______________________________..___ 832 PERIOD OF FALLING TEMPERATURE, THE PLACEMENT OF BITUMINOUS i '_ • OR WEAR INTERIM WEARING COURSE MIXTURE (LESS THAN ONE - 830 830 INCH) SHALL BE SUSPENDED WHEN THE AIR TEMPERATURE. IN -4+00. - 3+00 -2+00 - -t+OO. 0+00 1+00. - 2+00 3+00 4+00 THE SHADE AWAY FROM ARTIFICIAL HEAT, LACHES 50'F. BITUMINOUS WEARING OR INTERIM WEARING MIXTURES _ SECTION B_B _ TER THE PAVER TOR THICKNESS (AS MEASUREDGBEHND p VERTICAL SCALE 1'= 10' SPREADING MACHINE)IS AT LEAST 260'F• o HORIZONTAL SCALE 1•= 40' - THE TEMPERATURE OF ALL BITUMINOUS MIXTURES AT THE TIME OF DISCHARGE FROM THE BITUMINOUS HOT MIX 1• PLANT'S MIXING UNIT SHALL NOT EXCEED 325'F. - IN ALL CASES. THE ROLLING OPERATION SHALL COMMENCE x. AS SOON AS POSSIBLE AFTER MIXING PLACEMENT. - PROTECTION OF FINAL PAVEMENT SURFACE.3. - - - - FOLLOWING FINAL ROLLING VEHICULAR TRAFFIC SHALL NOT 2'-3' ° • - _ - - BE PERMITTED ON THE PAVEMENT UNTIL THE PAVEMENT HAS - ACCESS ROAD - COOLED AND HARDENED. AT LEAST 8 HOURS. 24'-0' ° ' 7• 121_0. 1 12'_0.. ° FINISH GRADE ELEv. VARIES, SEE PLAN 1 _ _ _ ° . GENERAL NOTES: - - ; c - 1Q NEENAH R-1733 FRAME, TYPE 'B'LID AND CANCEALED PICK HOLES - ° • - . FOR IN ROADWAY ACCES STRUCTURES (IRAS). - - ORIGINAL- GRADE ; 3 4. , ' 2. - ONE (MAX.) REINFORCED CONCRETE ADJUSTING RING 2', 4- OR - -------1 ------ - --- ------- ----- i 8'THiCK WITH FULL�(S•B£D OF MORTAR. PROVIDE 2 RINGS OF 5 ? STICK (1/4'1 GASKET MATERIAL ? CASTING. i'-8' AGGREGATE (CLASS 5) BASE ' CUT 6'TOPSOIL ® PRECAST/REINFORCED ECCENTRIC CONE AND RISER SECTIONS AS 6'SIT. .WEAR & BINDER ITYPJ REQUIRED PER ASTM C-478. j °• USE ONLY PRECAST SECTIONS. NO BRICK OR BLOCK. SECTION C -C - A TYPICAL ACCESS ROAD 6. PROVIDE WATER TIGHT SLEEVE OR CAST -IN GASKET PER ASTM C-443. BSi E)nGineers- RIC AD DWG SCALES NONE --------- 12' WIDE POLYPROPYLENE ENCASED STEPS. EXISTING F.aeox ane 2M LM Pre MOMOWaa-nom -------- 8.. - LIFTING HOLES WHICH PENETRATE THROUGH SECTION WALLS ARE PALBIp w79W • pWDMMT 59M • Fp (NO= -2M T NOT PERMITTED. 1_7PRELIMINARY ROSEMOUNT SUBSTATION (RMT) GRADING LAYOUT SH.2 OF 2 NOT FOR 6' e CONSTRUCTION NORTHERN STATES POWER COMPANY B AS SHOWN to aaMTSsxr Nt-{-172888-2 8 7 6 5 L 3 $$$$DATE TIME$$$$ 2 $$DOS I FILENAME$$ ] $USER$ REVISIONS c 01 1 �l �W Lz: i� z g w W � J L EASE475.00' _ MENT DrE S89.37'19'E — — — . — —` PLANTING NOTES I I APPROXIMATE LOCATION. i. TO BE INSTALLED ACCORDING TO NSP COMPANY SPECD"LCATIDNS. _ 48' RCP SEWER LINE 2. ALL NURSERY STOCK SHALL MEET OR EXCEED STANDARDS SET FORTH IN THE (EASEMENT UNKNOWN) 'AMERICAN STANDARDS FOR NURSERY STOCK,' PAMPHLET NZ60,1 .(LATEST REVISION) SPONSORED BY THE 'AMERICAN ASSOCIATION OF NURSERYMEN.' PLANTS SHALL BE TRUE �- TO TYPE AND NAME IN ACCORDANCE WITH THE CURRENT EDITION STANDARDIZED PLANT WW MH2 NAMES AS ADOPTED BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE... m / 3. ALL SEEDING SHALL BE DONE PER NSP SPECIFICATION 23L r I = (m c 4. ALL TREES. AND SHRUB ARE SHOWN AT MATURE. SIZE. C I$. / 5. PROVIDE 2' BARK MULCH OVER WEED CHECK FABRIC IN ALL PLANTING SAUCERS UNLESS _ ) NOTED OTHERWISE. olo MNDOT GRASS / W . a, �l I I I SPECIFICATION a, c SHIE L SEED MIX a • MAST (SEE NOTE 3) EAST -WEST DBILE ' TRANS. REFERENCE LINE I 'I APPROXIMATE R LINE LEGEND 42' CIP SEWER LINE EASEMENT OR MNDOT GRASS - 1 (EASEMENT. UNKNOWN) PROPERTY LINE — SPECIFICATION / - SEED MIX FEEDERS �� - / FENCE LINE—.--�--M•— (SEE NOTE 3)CL - FEEDER I - EXISTING TELEPHONE POLE O FEEDER PROPOSED CINJT13URS (BEAM) RMT311 - / PROPOSED DECIDUOUS TREES l'Y • 1 I- \iwup FOR GRADES .AND 24' x 60' - PROPOSED EVERGREEN TREES �'A+•/ ELEVATIONS OF CONTROL i PROPOSED BERMS HOUSE �gnntY,�j SEE SHEETS _ EXISTING EVERGREEN TREES 3 PP - NH -172686-1 AND _ P - NH -172686-2 atu,,u�,R x3 PN . 3 PP �ynur4 mew, 2 PP �WNL'4 iWwiq - "'/nitt�� 3 PN 2 EN PLANT SCHEDULE 2 A — nnn� DECIDUOUS TREES w 1. FP 3 PN } 1 FP - OTY. SVM. BOTANK;AL NAME COMMON NAME SIZE REMARKS MATURE HEIGHT N r 1 PN Sit` - 9 AG Acer Innaia AMUR MAPLE 2-1 2" CAL. B.B. MULTI -STEM 15' - 20' 14 1 FP I Froxinus pannsylwnica 'Potmore' PATMORE GREEN ASH 2-1 2 CAL 8.8. MATCHING- 50' - 60' 3 PN TOE OF 'rmnd:nnt�g 3 PP-- - - 2 AG 2 AG _ EVERGREEN TREES / 15 PN Pinus n1gra AUSTRIAN PINE 10 NGT. 50 - 80 AG }—}/---+ }—}—} 14 PP Picaa glauca denaata I BLAB( HILL SPRUCE I 12 HGL 35'- 4.5- 6 FP ROAD RIGHT OF WAY _ MNDOT GRASS SPECIFICATION DRAWING REFERENCE SEED MIX LOCATION .PLAN NH -163i658 - _ _(SEE NOTE 3),-- _ CONTOUR AND GRADING LAYOUT _ NH -172686 475.00' PROPERTY LINE AN N89'3T19'W WORK POINT - t= �pry�S COUNTY HWY 38 115KV LINE TO CANNON FALLS i15KV WEST HASTINGS TO CHEMOLITE LIN - 1'` MTH DESIGN A 8 8 O C I A T E 8 olmm NDA ssr engineers, me tura WDA Gou asa-Ue7 Pa WX Sons• 2334 "VIS ave MOL (400 sx-auo ■aLDM Nr Slip! MLLB44 NT SIM • FA* f400 file -27W ews tMW 3929FWANr M6078 CAD DWG — NOT FOR CONSTRUCTION DATE 7_%_w 6230 vcnAL DAre PRELIMINARY DRAWING PRm=T Na E-97AR05 ° t e s 4 s s - I HERESY CERM THAT TWO Pwt SPECIFICAT744 ae APrS s CERT.04" No ROSEMOUNT, MN nn REPWAS PWAM BY NE W UNDER NY DIRECT R O S E M O U N T SUBSTATION (RMT) LANDSCAPE + AtiS THAT I oN A nuLY SOFTTHEa LANDSCAPE LAYOUT SH, 1 OF 3 - - . - SUPER a AR" nA um THE Y R IS THE STATE. OF MINNESOTA FILMES DATE — —47 REaNu 25319 NORTHERN STATES POWER COMPANY sc" r -4w-0' Inv S=TATIovTWM == EADMAlNE nEPAITMENT • NH-172687-1NuMomis 7 6 S 4 2 1 avp ° o vp ° a vp ° a vp ° a vp ° o vp ° a v� O CD4 D D D4 D D vD4 y. p D CD4 4 D D 4 D D - D CD4 4. D D 4 D. 6 .. CD4 D D PD4. 4. D D CD4 G D D CD4 D 'If o0 Odp VIEW LOOKING NORTH FROM 140 ST EAST (COUNTY HIGHWAY 38) WIRTH DESIGN A S S 0 C I A T 9 S DRAWING REFERENCE LANDSCAPE LAYOUT PIAN NM-I)YNB7-t w engineers. inc CAo DWG P6PQl xNY, . TfM td1, eYf. . NUMfiUiMtN DNTUL GATE eRL,q,.M lPIW • ,OL,11A Ni TIQ • PMA IWiINi-D!, PRELIMINARY R� SCOP SECTIONS ATroN (RMT) NOT F IJ R NORTHERN STATES POWER C AVY � i''�' MY CONSTRUCTION TAAMINlNT NH -172687-2 1 THREE SUITABLE GUY WIRES USE CARE THAT TRUNK- SPACED AT 120° OR MAJOR AXIS OF PROTECTIVE 3-2"X2" STAKES OF TREE IS PLUMB AT 120 APART NOTE:RUBBER HOSE " PLANT SAUCER ORIGINAL GROUND LINE MANURE OF TREE SHOULD BE 2" COMPOST MULCH GROUND LINE SET AT SURROUNDING FOR PLANTING (TYPICAL) AVERAGE GRADE GROUND LINE SEE DETAIL MAXIMUM PLANTING SOIL (=I I I— 2'1 SLOPE (SEE SPECIFICATIONS) DIMENSIONS TO BALL LIMIT OF EXCAVATION P -O" (OR TO ROOTS IF BARE) INSTALLATION DETAIL TREE SCALE NTS 11 i I I i I NOTE: LLJ I I —LII SEE DETAIL FOR I I I = =_ DO NOT STRIKE COMPLETE PLANTING BALL OR ROOTS INFORMATION WITH STAKE PLANTING SLOPE SITUATION STAKING DETAIL — UP TO 3 CALIPER SCALE NTS SCALE: NTS 3 PROTECTIVE RUBBER HOSE PLACED ABOVE WHORL OF BRANCHES — - AT APPROX.112 OF TREE HEIGHT - - — THREE SUITABLE GUY WIRES SPACED AT 120* _ GROUND LINE - WIRTH DESIGN IIIc —AS S 0 C I A T ES III — — 3-2"X2" STAKES STAKING DETAIL — EVERGREENS 4 SCALE NTS s �, .inc owe FA m Z en z». LE" nre nnxe a�wawei» .ati.., OLLOO&MT 091" . "AIMmw 091Q . FAM OWSM4n0 PRELIMINARY ROSEMOUNT SUBSTATION (RMT) NOT FOR PLANTING DETAILS SH 3 OF 3 CONSTRUCTION NORTHERN STATES POWER COMPANY °CN ` r=ae -e' FLY mogEPIM L,ME"` Nei -172687-3 n % (� r. /( G�G@R6TF TTMFt,4,t k. % t4tnnQ 1 FTI FNOMFQ4. �. -QI ICFFt • M/2 E �69 o R, 9 CITY OF ,ROSEMOUNT �—------ --- -- ------r--- — ---- I I — — — — — — — — — — _T---------- 71 — . — — — — i i IOIU-til I. •� ! �/' I /y $j 1 I( 'P �.,_..r..�t-—..._—T—t-- _--1--r-a:. y.. r --'--r... r-. r.. ..... ..n- LI r...n_-. n—r .r__w_t-..r .. _.s ♦ f ... _ 4 JI I I C ', i2finS1Y1iS51oty u►JE z �' - �_—�_-! I - '(itAkxSth>SS10rJ t�iNt: I T;ZArl�Ih15S1DN LaNE:' zs' '! Ca=M'ERt-ItJE i EasEm�nst' - _ � a: W L1 NEl IN1NC CO - i�OSCWiDIAN'1" - I. I U35'IT+T10r� olJ nn $ S 89 37 19. 1 E 2'389.79 - S 89 37 19.2 E 2647.97 COPYRIGHT,1991„ DAKOTA COUNTY BEARINGS ARE REFERENCED TO THE DAKOTA COUNTY SURVEY URVEY ANQ LAND INFORMATION DAKOTA COUNTY COORDINATE SYSTEM OF F1 LL THIS DRAWING IS NEITHER A LEGALLY RECORDED MAP NOR A SURVEY AND IS NOT INTENDED TO BE USED AS ONE. it THIS DRAWING IS A COMPILATION OF RECORDS, INFORMAT AND DATA LOCATED IN VARIOUS CITY.COUNTY ANn sraTF DATF OF PARfFI W1B: WAY 7 1001 nart nc aoru wv.rnro.n.,r,. .o,... .� ...,.:, - WSB Proj. No. 1067.20 Feasibility Report Town & Country / Outlot E McNamara Addition Street & Utility and Appurtenant Work City Project Number: 287 August 19,1997 Submitted to: City of Rosemount 2875 145th Street Rosemount, Minnesota 55068 AL i&Associates, Inc. August 19, 1997 350 Westwood Lake Office 8441 Wayzata Boulevard Minneapolis, MN 55426 612-541-4800 FAX 541-1700 Honorable Mayor and City Council City of Rosemount P.O. Box 510 ' Rosemount, MN 55068-0510 Re: Feasibility Report Town & Country/Outlot E McNamara Addition Street, Utility & Appurtenant Work City Project No. 287 WSB Project No. 1067.20 B.A. Mittelsteadt, P.E. Bret A. Weiss, P.E. Peter R. Willenbring, P.E. Donald W. Sterna, P.E. Ronald B. Bray, P.E. ' Dear Mayor and Council Members: Transmitted herewith is a Feasibility Report covering street, utility and appurtenant ' improvements for the proposed Town & Country Homes Addition located in Outlot E of the McNamara Addition. We would be happy to discuss this report with you at your convenience. Please give us a call at 541-4800 if you have any questions. Sincerely, WSB & Associates, Inc. li l 9-� Bret A. Weiss, P.E. Vice President Enclosure lv/nm Infrastructure Engineers Planners EQUAL OPPORTUNITY EMPLOYER F. I WPRTNU067.20IFEA.SLTR FEASIBILITY REPORT TOWN & COUNTRY ADDITION/OUTLOT E MCNAMARA ADDITION STREET AND UTILITY CONSTRUCTION AND APPURTENANT WORK CITY OF ROSEMOUNT CITY PROJECT NO. 287 AUGUST 19, 1997 Prepared By: WSB & Associates, Inc. 350 Westwood Lake Office Park 8441 Wayzata Boulevard Minneapolis, MN 55426 (612) 541-4800 (612) 541-1700 (Fax) City of Rosemount ■ Town & Country Addition - Street, Utility & Appurtenant Work A Feasibility Report - City Project No. 287 WSB WSB Project No. 1067.20 CERTIFICATION I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. Bret A. Weiss, P.E. Date: August 19, 1997 Reg. No. 20753 City of Rosemount ■ Town & Country Addition - Street, Utility & Appurtenant Work A Feasibility Report - City Project No. 287 WSB WSB Project No. 1067.20. TABLE OF CONTENTS TITLE SHEET LETTER OF TRANSMITTAL CERTIFICATION SHEET TABLE OF CONTENTS 1. EXECUTIVE SUMMARY ................................................ 1 2. INTRODUCTION.......................................................2 2.1 Authorization 2 2.2 Scope 2 2.3 Data Available 2 3. GENERAL BACKGROUND .............................................. 3 3.1 Project Location 3 3.2 Project Zoning 3 3.3 Existing Conditions 3 4. PROPOSED IMPROVEMENTS ........................................... 4 4.1 Street 4 4.2 Site Grading 4 4.3 Storm Sewer 4 4.4 Watermain 5 4.5 Sanitary Sewer 6 4.6 Sidewalk 6 4.7 Street Lights 6 4.8 Permits/Approvals 7 4.9 Right-of-Way/Easements 7 5. FINANCING...........................................................8 5.1 Opinion of Cost 8 5.2 Funding 8 6. PROJECT SCHEDULE .................................................. 10 7. FEASIBILITY AND RECOMMENDATION ................................ 11 APPENDIXA...............................................................12 FIGURES 12 APPENDIX B...............................................................13 OPINION OF COST 13 City of Rosemount ■ Town & Country Addition- Street, Utility & Appurtenant Work A Feasibility Report - City Project No. 287 WSB WSB Project No. 1067.20 M1- 1. EXECUTIVE SUMMARY City Project No. 287 provides for the construction of streets, utilities and appurtenant improvements for the proposed Town and Country Town Home development located in Outlot E of the McNamara Addition. This is the second phase of an 80 -acre development. The Chippendale/42 Partnership PUD agreement states that the developer must construct 1.51 st Street to Claret Avenue and Claret Avenue from 151 st Street to the south property line when Outlot E is developed. In addition, the proposed three -acre park and storm water pond located east of Claret Avenue are required to be graded at this time. The proposed improvements include the construction of 151 st Street as a 40 -foot wide urban street consisting of bituminous pavement, B618 concrete curb and gutter, and five-foot concrete sidewalks on both sides of the street. Claret Avenue will be constructed to a 32 -foot wide urban street section but with sidewalk only on the east side. Lateral storm sewer will be constructed to address street drainage for the proposed street construction and will be sized to accommodate the future development. The storm sewer system constructed with the McNamara first addition will serve 151 st Street to the intersection of Outlots A and B, along with properties north of 151 st Street. Claret Avenue and 151 st Street east of Outlot A will be collected by a lateral system constructed along Claret Avenue. A trunk storm sewer line will be constructed from future 151 st Street and Claret Avenue to carry storm water from the existing ditch located in Outlot B from CSAH 42 and areas north of CSAH 42 to the proposed south storm water pond. This pipe will be oversized to accommodate development north of 151 st Street. The utility improvements include the construction of lateral sanitary sewer, watermain and storm sewer systems. The estimated total project cost is $350,200, which includes a 10% contingency and 30% indirect costs. Funding for the project is provided from special assessments to the benefitting properties, along with funding for oversizing from the City's Water and Storm Sewer Core Funds. The proposed improvements will be started in 1997 and completed in the summer of 1998. The final lift of bituminous is proposed to be installed in 1999, however, the project is proposed to be assessed in 1998. This project is feasible, necessary, and cost-effective from an engineering standpoint and should be constructed as proposed herein. City of Rosemount ■ Town & Country - Street, Utility, and Appurtenant Work Page 1 Feasibility Report - City Project No. 287 WSB Project No. 1067.20 I2. INTRODUCTION 2.1 Authorization W On July 15, 1997, the Rosemount City Council authorized the preparation of an Engineering Feasibility Report to address development related infrastructure costs attributed to the second phase of the McNamara Addition, and the development of Outlot E by Town and Country Homes. This project has been designated as City Project No. 287. 2.2 Scope Thisro'ect will include the construction p � u tlon of street and utility Improvements and appurtenant work for the second phase of the McNamara Addition located in the southeast quadrant of Shannon Parkway and future 151 st Street, west of proposed Claret Avenue. This area is identified as Outlot E of the McNamara Addition. The planned unit development agreement with the Chippendale 42 Partnership dated March 4, 1997 identifies that 151 st Street to Claret Avenue and Claret Avenue from the south property line to 151 st Street shall be constructed with the development of Outlot E. The park and pond located east of Claret Avenue must also be graded at this time. The proposed improvements include the construction of street, storm sewer, watermain, sanitary sewer, and concrete sidewalk. These improvements will complete the public infrastructure to serve Outlot E. The first addition project (City Project No. 282) included the construction of sanitary sewer, watermain, storm sewer and minor street improvements for Outlot E and Lots 1 and 2, Block 1, McNamara Addition. The street and lateral utilities will be completed privately for the development of the Town Home project. All site grading, including the grading of the extension of 151 st Street, Claret Avenue, and the park and pond sites located east of Claret Avenue will be completed as a part of the grading activities directed by the developer. 2.3 Data Available Information and materials used in the preparation of this report include the following: City of Rosemount Record Plans for adjoining properties City of Rosemount Topography Maps City of Rosemount ■ Town & Country - Street, Utility, and Appurtenant Work Feasibility Report - City Project No. 287 WSB Project No. 1067.20 Page 2 I • City of Rosemount Storm Water Management Plan (2-97 Draft) • McNamara Addition Plans and Specifications t P, 3. GENERAL BACKGROUND 3.1 Project Location The McNamara Addition consists -describedt ' 0 of an 80 acre parcel as he N /2 of the NE '/4 of Section 31, Township 115, Range 19 and located south of Dakota County State Aid Highway (CSAR) 42, between Shannon Parkway on the west and Chippendale Avenue on the east. The property is bounded by O'Leary's Hills 4th and 5th Additions along the south property line. Outlot E is located in the SW '/4 of the McNamara Addition bounded by Shannon Parkway, 151 st Street and Claret Avenue. (See Figure 1) 3.2 Project Zoning The project area was zoned agricultural until March 4, 1997 when the zoning was changed to a mixed-use PUD. The requested zoning for Outlot E is R-2, with the remainder of the affected area remaining agricultural. 3.3 Existing Conditions The project area is currently used for agricultural purposes. The terrain generally slopes and drains from north to south toward the O'Leary's Hills 4th and 5th Additions. The property is close to transportation services with Dakota CSAH 42 along the entire length of the north property line, Shannon Parkway on the west, Chippendale Avenue on the east and Claret Avenue stubbed into the center of the property from the south. A previous project described as McNamara Addition, City Project No. 282, addresses construction of a portion of 151 st Street and extension of utilities to Outlot E. It is planned that City Project No. 282 will be substantially completed prior to the start of this project. City of Rosemount ■ Town & Country - Street, Utility, and Appurtenant Work Feasibility Report - City Project No. 287 WSB Project No. 1067.20 Page 3 I 4. PROPOSED IMPROVEMENTS This report addresses the development of the public improvements to serve Outlot E as noted in the PUD agreement and does not specifically address the private development activities for the Outlot E Town Home development. 4.1 Street 4.2 Site Grading The proposed site grading activities will be performed and funded privately by the developer prior to the street, utility and appurtenant work. 1 4.3 Storm Sewer The storm sewer for this project consists of providing lateral service connections to address drainage concerns along 151st Street and Claret Avenue, as well as stub to serve current undeveloped properties north of 151 st Street. An added issue that is addressed as a part of this project is the collection of the runoff from the existing drainage easement contained within Outlot B. A description of each of these facilities is as follows: • Lateral System Drainage: The McNamara First Addition project included a storm sewer system that was sized to accommodate drainage from 151 st Street to a location between Outlots A and B. A stub is provided with this project to the north between Outlots A and B for future development of those properties to accommodate drainage from a 10 -year return frequency City of Rosemount ■ Town & Country - Street, Utility, and Appurtenant Work Page 4 Feasibility Report - City Project No. 287 WSB Project No. 1067.20 Street construction for this project will consist of the extension of 151 st Street from the Walgreen/Kinder Care driveway to just east of proposed Claret Avenue, and Claret Avenue from the south property line to proposed 151 st Street. A private street entrance to the proposed Town Home development of Outlot E will be constructed to the right-of-way line to facilitate future connections by the developer. 151st Street will be constructed to a 40 -foot face -of -curb to face -of - curb design width with a street section consisting of four -inch (4") bituminous and eight -inch (8") Class Five. Claret Avenue will include a 60 -foot right-of-way and a 32 -foot face -of -curb to face -of -curb design with a street section consisting of one -inch (I") bituminous and eight -inch (8") Class Five. Temporary barricades will be placed at the terminus of 151 st Street. The development of this street will require the grading of the existing site to achieve the proposed elevations. (See Figure 2) 4.2 Site Grading The proposed site grading activities will be performed and funded privately by the developer prior to the street, utility and appurtenant work. 1 4.3 Storm Sewer The storm sewer for this project consists of providing lateral service connections to address drainage concerns along 151st Street and Claret Avenue, as well as stub to serve current undeveloped properties north of 151 st Street. An added issue that is addressed as a part of this project is the collection of the runoff from the existing drainage easement contained within Outlot B. A description of each of these facilities is as follows: • Lateral System Drainage: The McNamara First Addition project included a storm sewer system that was sized to accommodate drainage from 151 st Street to a location between Outlots A and B. A stub is provided with this project to the north between Outlots A and B for future development of those properties to accommodate drainage from a 10 -year return frequency City of Rosemount ■ Town & Country - Street, Utility, and Appurtenant Work Page 4 Feasibility Report - City Project No. 287 WSB Project No. 1067.20 i rainfall event. The storm water runoff from the larger year events will be ponded in the existing drainage pond located along the south property line. Lateral storm sewer systems to serve Claret Avenue constructed as a part of 1 this project and the future Claret Avenue located north of 151 st Street are being sized and constructed as part of this project. The lateral pipe sizes vary from a minimum of 15 -inch RCP to 36 -inch RCP as necessary depending on the drainage area. Development of the ponds along the south side of the property is in the process of being coordinated with the developer to determine the best method for conforming with future development plans. The storm sewer system may be adjusted slightly to accommodate any modifications to the anticipated ponding construction. ' 4.4 Watermain Watermain service to the McNamara Addition area is available from a proposed 12 -inch diameter watermain which will be connected to the existing 16 -inch main located along Shannon Parkway. The 12 -inch main for this project will connect to the 12 -inch watermain being constructed with McNamara Addition and will be extended along 151 st Street to its termination. An eight -inch watermain will be City of Rosemount ■ Town & Country - Street, Utility, and Appurtenant Work Page 5 Feasibility Report - City Project No. 287 1 WSB Project No. 1067.20 • Trunk Oversizing: The current outlet for the drainage easement crossing Outlot B, which serves a portion of CSAH 42 and properties north of CSAH 42, will be severed by the construction of 151st Street and the ultimate development of Outlot E. This drainage easement will be redirected to future Claret Avenue north of 151st Street, and will be collected into a trunk storm sewer line that will discharge into the proposed pond located east of Claret Avenue along the south property line of the McNamara Addition. This storm sewer is planned to be constructed at this time across the future park area, which is located east of Claret Avenue so that the park can be final graded and utilized in accordance with the PUD agreement for this property. This trunk storm sewer line has been oversized to accommodate future storm water collection from CSAH 42 and to provide a pond outlet for existing properties located north of CSAH 42. The drainage easement crossing Outlot B will be abandoned once that property is developed and Claret Avenue north of 151st Street is constructed. This trunk storm sewer pipe will be extended to the north at that time to accommodate the storm sewer modification. The pond located east of Claret Avenue will be constructed as a part of this project, along with an outlet into the existing 27 -inch storm sewer located at existing Claret Avenue along the south property line. Development of the ponds along the south side of the property is in the process of being coordinated with the developer to determine the best method for conforming with future development plans. The storm sewer system may be adjusted slightly to accommodate any modifications to the anticipated ponding construction. ' 4.4 Watermain Watermain service to the McNamara Addition area is available from a proposed 12 -inch diameter watermain which will be connected to the existing 16 -inch main located along Shannon Parkway. The 12 -inch main for this project will connect to the 12 -inch watermain being constructed with McNamara Addition and will be extended along 151 st Street to its termination. An eight -inch watermain will be City of Rosemount ■ Town & Country - Street, Utility, and Appurtenant Work Page 5 Feasibility Report - City Project No. 287 1 WSB Project No. 1067.20 1 extended to the south from 151 st Street along Claret Avenue to connect to the existing stub. (See Figure 3) 1 4.5 Sanitary Sewer The McNamara Addition plat is served by two independent sanitary sewer systems, both located near the center of the plat, one from the south and one from the north. Those systems and their associated service capabilities are as follows: • South Access (Claret Avenue): An existing 10 -inch sanitary sewer stub is located at the south property line of the McNamara Addition along Claret Avenue. This stub was provided through an extension of the O'Leary's Hills subdivisions and is sized to serve Outlots A & E and Lots 1 & 2, Block 1 of the McNamara subdivision. This sanitary sewer system is connected to the Empire Wastewater Treatment Plant. • North Access (Claret Avenue and CSAH 42): A 42 -inch trunk sanitary sewer main is located within CSAH 42 and includes a 24 -inch stub to the McNamara Addition at Claret Avenue. This sanitary sewer system is served by the Rosemount Wastewater Treatment Plant and is intended to serve the remainder of the McNamara property. tThe sanitary sewer system designed to serve the first phase of the McNamara Addition is an extension of the south sanitary sewer system extended through Outlot E (the proposed Town Home area) along a proposed alignment which will be provided by the developer. jThis project will include an eight -inch stub to the east of Claret Avenue through the proposed park for possible future connection to Outlot F. (See Figure 3) 4.6 Sidewalk it The sidewalk improvements proposed as a part of this project are shown on Figure 2 in the Appendix of this report. Five-foot concrete sidewalks will be constructed on both sides of proposed 151 st Street and along the east side of Claret Avenue. 4.7 Street Lights Street lights for the improved streets will be coordinated with NSP and will be paid for by the developer. City of Rosemount ■ Town & Country - Street, Utility, and Appurtenant Work Feasibility Report - City Project No. 287 WSB Project No. 1067.20 Page 6 4.8 Permits/Approvals Permits will be required for this project from the Minnesota Department of Health for the watermain extensions and the Minnesota Pollution Control Agency for the sanitary sewer extensions. In addition, the approval of the sanitary sewer plans is also required by the Metropolitan Council -Environmental Services Division. 4.9 Right-of-Way/Easements The final plat has been approved by the City Council and includes the proposed street rights-of-way. Depending on the storm water alternative selected, some easement through Outlot E could be necessary. A ponding easement is necessary east of Claret Avenue in addition to a description of the proposed park area. City of Rosemount ■ Town & Country - Street, Utility, and Appurtenant Work Page 7 Feasibility Report - City Project No. 287 WSB Project No. 1067.20 5. FINANCING 5.1 Opinion of Cost A detailed opinion of cost can be found in the Appendix of this ort. This Pp report. opinion of cost incorporates 1996 and 1997 construction costs and includes a 10% continency factor and all related indirect costs. The indirect costs are estimated at 30% and include legal, engineering, administrative, and financing items. The summary of the project cost is as follows: Total • Street $142,300 • Storm Sewer $135,500 • Watermain $57,900 • Sanitary Sewer $14,500 Total $3509200 The above costs do not include site grading. It is our understanding that all site grading and seeding will be completed by the developer prior to the construction activities contained herein. 5.2 Funding 1 Funding for the project will be provided through special assessments to the benefitting property and the Water Core Fund. Project costs associated with the oversizing of the watermain construction will be funded by the Water Core Fund. One-half of the oversizing costs between an eight -inch and 12 -inch watermain along 151 st Avenue will be funded through the Water Core Fund. The developer is responsible for a 12 -inch diameter watermain to serve the property north of 151 st Avenue. IThe project costs associated with the storm sewer improvements will be funded b p y the developer with the exception of the oversizing costs for the trunk line which is accommodating the runoff from CSAH 42 and properties to the north of CSAH 42. ICity of Rosemount ■ Town & Country - Street, Utility, and Appurtenant Work Page 8 Feasibility Report - City Project No. 287 WSB Project No. 1067.20 1-1 ii 11 ii 1 H The project costs associated with the 151st Street construction are regarded as commercial equivalent sizing and, therefore, will be 100% assessed to the development equally to the north and south sides of 151 st Street. Because the development is separated into different outlots, thero ortionate P p assessments have been spread to the appropriate lot/outlot based on standard benefit analysis. The following is a summary of the funding for this project. City of Rosemount ■ Town & Country - Street, Utility, and Appurtenant Work Page 9 Feasibility Report - City Project No. 287 WSB Project No. 1067.20 Funding Summary Item — Total Special Special Special Special Special Core Revenues Assess. Assess. Assess. Assess. Assess. Funds Outlet Outlot Outlot Outlot E Outlet A B C F Street Total $17,230 $32,820 $92,250 5142,300 Storm Sewer Total $18,200 $45,720 $17,940 $15,450 $28,320 j $9,870 $135,500 Watermain Total $9,235 $17,595 $21,970 $5,000 $4,100 $57,900 Sanitary Sewer Total ! $14,500 $14,500 Total $44,665 $96,135 '', $17,940 ! $129,670 $47,820 $13,970 $350,200 City of Rosemount ■ Town & Country - Street, Utility, and Appurtenant Work Page 9 Feasibility Report - City Project No. 287 WSB Project No. 1067.20 6. PROJECT SCHEDULE The proposed project schedule for this improvement is as follows: Order Feasibility Report .................................. July 15, 1997 Receive Feasibility Report .............................. August 19, 1997 Order Plans and Specifications ................. August 19/September 2, 1997 Receive Plans and Specifications/Order Ad for Bid ......... September 16, 1997 Receive Bids ......................................... October 15, 1997 Award Contract ....................................... October 21, 1997 Begin Construction ................................... November 3, 1997 Substantial Construction Completion ......................... July 15, 1998 Final Lift of Bituminous ................................... June 15, 1999 Assessment Hearing ................................... September, 1998 This schedule is contingent on the developer providing a graded site. Any delays associated with that decision or other developer -related decisions will require the extension of the above -noted schedule. City of Rosemount ■ Town & Country - Street, Utility, and Appurtenant Work Feasibility Report - City Project No. 287 Page 10 WSB Project No. 1067.20 ' 7. FEASIBILITY AND RECOMMENDATION City Project No. 287 consists of the development of streets, utilities, and appurtenant work to accommodate the proposed second phase of McNamara Addition. Included with the project improvements are sanitary sewer, watermain, ' storm sewer, and street improvements, in accordance with the City of Rosemount's comprehensive plans to provide service to the second phase of McNamara Addition. 1 It is the recommendation of WSB & Associates, Inc. that City Project No. 287 is feasible, necessary, and cost-effective from an engineering standpoint. We recommend construction of the proposed improvements as detailed in this report and phased according to developer desires and City requirements. City of Rosemount ■ Town & Country - Street, Utility, and Appurtenant Work Page 11 Feasibility Report - City Project No. 287 WSB Project No. 1067.20 t 1 1 A 350 Westwood Lake offte Town & Country /Outlot E WSB Project No. 1067.20 Date: August 19, 1997 8441 Wayzata Boulevard McNamara Addition WS*B Minneapolis, MN 55428 Streets, Utilities, and Appurtenant Work 612-541-4800 Figure Number &Associates, Le. FAX 541-1700 gpProject Locatiyo�nn RASTRUCTURE - ENGINEERS - PLANNERS ROSVri1OUlit MinlieSOta 1 I I 1 C.S.A.N. N0. 42 C. S.4. H. N0. 42 -----------------I-------------------------------r------------- I j l I I I I I I j l III I S I I I I I I �I OUTLOT A i OUTLOT B , OUTL ��, _ ,----------------- _—D&A1N4GE— -€ASE-MENT- — — — — II 30 SIR. C. P. - j \5\ / 14:1 DS I DEI S40POS CONCRETE WALK \�F-F 21" R.C.P. 1 1 30' �,\ UTLOT 5' CONCRETE WALK—J 15" R.C.P. ' R.C.P. { E � v j 36" R.C.P. l 5' CONCRETEy WALK 42" R. C. P.� DRAINAGE &. UTILITY EASEMENT 15" R.C.P. 18" R.C.P.- POND 350 Westwood Lake Office WSB aM Wayzata Minneapolis, MIN 55 56 42626 612-541-4800 &Amctataa, Im. FAX 541-1700 INFRASTRUCTURE - ENGINEERS - PLANNERS Town & Country /Outlot E McNamara Addition Streets, Utilities, and Appurtenant Work Street Construction and Storm Sewer Rosemount, Minnesota PROPOSED PARK POND WSB Project No. 1067.20 Date: August 19, 1997 Figure Number L Fl 1 1 11 APPENDIX B OPINION OF COST City of Rosemount ■ Town & Country - Street, Utility, and Appurtenant Work Page 13 Feasibility Report - City Project No. 287 WSB Project No. 1067.20 Town & Country Homes Addition Street, Utility Construction and Appurtenant Woi City of Rosemount Project No. 287 WSB Project No. 1067.20 Schedule A - Streets No., Description 1 Subgrade Preparation 2 Base Course Mixture 3 I Wearing Course Mixture 4 100% Crushed CL 5 Aggregate Base 5 Bituminous Tack Coat 6 Concrete Curb & Gutter 7 5' Wide Concrete Sidewalk 8 Topsoil Borrow 9 Sod Type Lawn 10 Traffic Signs -- i 11 Street Name Signs 12 Temporary Barricades 13 Utility Conduit Qty Unit Unit Cost Total 12.1 RS $150.00 $1,815.00 600 TN $22.00 $13,200.00 600 TN $24.00 $14,400.00. 2460 TN $8.00 $19,680.00 260 GAL $1.50 $390.00 2430 LF $7.00 $17,010.00 9450 SF $2.00 $18,900.00 660 CY $7.00 $4,620.00 4000 SY $2.00 $8,000.00 2 EA $100.00 $200.00 2 EA $200.00 $400.00 2 EA $250.00 $500.00 100 LF $4.00 Subtotal ! $400.00 $99,515.00 +10% Contingencies $9,951.50 Subtotal $109,466.50 +30% Indirect Costs Total Schedule A - Street Costs $32,833.50 $142,300.00 ' City of Rosemount • Town & Country Homes Addition - Street, Utility, and Appurtenant id"ork Feasibiity Report - City Project No. 287 WSB Project No. 1067.20 U F�' �II F1 I 7 1 Town & Country Homes Addition Street, Utility Construction and Appurtenant Work City of Rosemount Project No. 287 WSB Project No. 1067.20 Schedule B - Storm Sewer No Description Qty Unit Unit Cost Total 1 15" RCP CL V 580 LF $22.00 $12,760.00 2 18" RCP CL III 115 LF $24.00 $2,760.00 3 21" RCP CL III 140 LF $27.00 $3,780.00 4 27" RCP CL III 75 LF $32.00 $2,400.00 5 30" RCP CL III 315 LF $40.00 $12,600.00 6 36" RCP CL III 90 LF $50.00 $4,500.00 7 42" RCP CL III 260 LF $63.00 '', $16,380.00 8 48" Diameter Manhole 2 EA $1,500.00 $3,000.00 9 60" Diameter Manhole 2 EA $1,800.00 $3,600.00 10 72" Diameter Manhole 3 EA $2,300.00 $6,900.00 11 ! 84" Diameter Manhole 2 EA $2,600.00 $5,200.00 12 Catch Basin 9 EA $900.00 $8,100.00 13 18" FES w/Trash Guard j 1 EA $800.00 $800.00 14 21" FES w/Trash Guard 1 EA $1,000.00 $1,000.00 15 !i 27" FES w/Trash Guard 1 EA $1,500.00 $1,500.00 16 42" FES w/Trash Guard & Sheet Piling 1 EA $5,000.00 $5,000.00 17 Rip Rap (CL IV) and Fabric 22 Cy $50.00 $1,100.00 18 Seeding 0.7 AC $1,000.00 $700.00 19 Ditch Excavation 300 CY $5.00 $1,500.00 Subtotal $93,580.00 +10% Contingencies $9,358.00 Subtotal $102,938.00 +30% Indirect Costs $30,862.00 Total Schedule B - Storm Sewer Cost $133,800.00 ' City of Rosemount - Town & Country Hanes Addition - Street, Utility, and Appurtenant Work Feasibiity Report - City Project No. 287 WSB Project No. 1067.20 LI Town & Country Homes Addition Street, Utility Construction and Appurtenant Work City of Rosemount Project No. 287 WSB Project No. 1067.20 Schedule C - Watermain No Description Qty Unit Unit Cost Total 1 12" DIP CL 52 Watermain 820 LF $25.00 $20,500.00 2 12" Gate Valve & Box 3 EA $1,200.00 $3,600.00 3 8" DIP CL 52 Watermain 200 LF $19.00 $3,800.00 4 8" Gate Valve & Box 1 EA $550.00 $550.00 5 6" DIP CL 52 Watermain 80 LF $18.00 $1,440.00 6 6° Gate Valve & Box 4 EA $500.00 $2,000.00 7 j Ductile Iron Fittings 2600 LB $1.00 $2,600.00 8 Hydrant 4 EA $1,500.00 $6,000.00 Subtotal $40,490.00 +10% ContingFpupencies $4,049.00 Subtotal $44,539.00 +30% Indirect Costs $13,361.00 Total Schedule A - Watermain $57,900.00 City of Rosemount • Town & Country Homes Addition -Street, Utility, and Appurtenant 11"ork Feasibiity Report - City Project No. 287 WSB Project No. 1067.20 !I n Ll fl 0 LI Town & Country Homes Addition Street, Utility Construction and Appurtenant Work City of Rosemount Project No. 287 WSB Project No. 1067.20 Schedule D - Sanitary Sewer No Item Qty Unit Unit Cost Total 1 8" PVC SDR 35 450 LF $18.00 $8,100.00 2 48" Diameter Manhole (0 - 12') 1 EA $1,400.00 $1,400.00 3 Excess Depth Manhole 7 LF $90.00 $630.00 Subtotal $10,130.00 +10% Contingencies $1,013.00 Subtotal $11,143.00 +30% Indirect Costs $3,357.00 Total Schedule D - Sanitary Sewer $14,500.00 City of Rosemount - Town & Country Homes Addition - Street, Utility, and Appurtenant Work Feasibiity Report - City Project No. 287 WSB Project No. 1067.20