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CAS-07_PINEHURST 2ND ADDITION (REPLAT OF PINEHURST)DECLARATION OF COVENANTS FOR PINEHURST 2°d ADDITION (A Community of Detached Single Family Homes in the City of Chanhassen, County of Carver, State of Minnesota) TWS INSTRUMENT WAS PREPARED BY: David A. Scott Morrison Fenske & Sund, P.A. 5125 County Road 101, Suite 202 Minnetonka, MN 55345 (952)975-0050 2653371.4 TABLE OF CONTENTS PAGE ARTICLE I - GENERAL DEFINITIONS.................................................................................I SECTION 1. DEFINITIONS OF LAND.............................................................................................. 1 SECTION 2. DEFINITIONS OF PERSONS......................................................................................... 1 ARTICLE H - GENERAL COVENANTS AFFECTING ALL LOTS...................................2 SECTION 1. RESIDENTIAL PURPOSES...........................................................................................2 SECTION 2. BUILDING SPECIFICATIONS.......................................................................................2 SECTION3. SETBACKS................................................................................................................. 3 SECTION4. NUISANCE.................................................................................................................3 SECTION 5. PROHIBTTED DWELLINGS..........................................................................................3 SECTION6. LAwN ORNAMENTS.................................................................................................. 3 SECTION7. ANTENNAS................................................................................................................ 3 SECTION8. ANIMALS ..................................................................................................................4 SECTION 9. DRIVEWAYS: PARKING: VEHICLES...........................................................................4 SECTION10. SIGNS......................................................................................................................5 SECTION 11. RIGHTS OF DEVELOPER AND HOME BUTLDERS....................................................... 5 SECTION12. LEASES................................................................................................................... 5 SECTION 13. SECTION14. SECTION 15. EROSION CONTROL................................................................................................. 5 SODDING.................................................................................................................6 REPAIR AND MAINTENANCE OF HOMESITE AND HOME EXTERIOR ......................... 6 SECTION16. FENCES...................................................................................................................6 SECTION 17. RETAINING WALLS. ................................................................................................ 7 SECTION 18. BOULEVARDS GENERALLY.....................................................................................8 SECTION 19. BOULEVARD TREES................................................................................................ 8 SECTION 20. BOULEVARD IRRIGATION........................................................................................8 SECTION 21. DEVELOPER's RESPONSIBILITIES............................................................................ 8 SECTION 22. DRAINAGE AND UTILITY EASEMENTS..................................................................... 9 SECTION 23. TREE PRESERVATION..............................................................................................9 SECTION 24. COMPLIANCE WITH LAW......................................................................................... 9 SECTION 25. RULES AND REGULATIONS...................................................................................... 9 ARTICLE III - SPECIAL COVENANTS AFFECTING CERTAIN LOTS ..........................9 SECTION 1. ENTRANCE IMPROVEMENTS.......................................................................................9 SECTION 2. COMMON DRIVEWAY EASEMENT.............................................................................9 SECTION3. SIDEWALKS............................................................................................................10 SECTION 4. CUL-DE-SAC ISLANDS............................................................................................10 SECTION 5. BASEMENT FLOOR ELEVATIONS............................................................................. 10 SECTION6. PUBLIC TRAIL......................................................................................................... 10 SECTION 7. SPECIAL SETBACKS................................................................................................ 10 ARTICLE IV - ARCHITECTURAL CONTROL COMMITTEE........................................10 SECTION 1. COMMITTEE MEMBERS............................................................................................10 2653371.4 SECTION 2. WORK REOUBtiNG COMMTII'EE APPROVAL ................ SECTION 3. REVIEW OF PLANS AND SPECIFICATIONS .................. SECTION 4. REMEDIES AGAINST OWNERS ................................... SECTION 5. REMEDIES AGAINST COMMITTEE ............................. ARTICLE V - COMMON AREAS AND PUBLIC AREAS..... ..............................................10 ..............................................11 ..............................................12 ..............................................12 SECTION 1. RIGHT TO USE COMMON AREAS ................................................. SECIION 2. IMPROVEIv em IN COMMON AREAS .......................................... SECTION 3. ACTIONS AFFECTING COMMON AREAS .................................... SECTION 4. PUBLIC AREAS.......................................................................... SECTION 5. ENCROACHMENTS oN Cmr OUTLOT AND RIGHT-OF-WAY....... ARTICLE VI - ASSOCIATION INSURANCE ................... .............................12 .............................12 .............................12 .............................13 .............................13 .............................13 ..............................13 SECTION 1. LIABn1TY INSURANCE.............................................................................................13 SECIYoN 2. HAZARD INSURANCE................................................................................................ 13 SECTION 3. OTHER INSURANCE.................................................................................................. 14 SECTION 4. COST OF INSURANCE............................................................................................... 14 SECTION 5. F7RST MORTGAGEES............................................................................................... 14 ARTICLE VII PINEHURST HOMEOWNERS ASSOCIATION, INC..............................14 SECTION 1. MEMBERSHIP: VOTING RIGHTS.............................................................................. 14 SF.cnoN2. ACTIVATION...........................................................................................................15 SECTION3. DEFAULT................................................................................................................15 SECTION 4. ACTIONS BEFORE ACTIVATION............................................................................... 15 ARTICLE VIII - COVENANTS FOR GENERAL AND SPECIAL ASSESSMENTS ........ 16 SECTION1. LIEN........................................................................................................................ 16 SECTION 2. PERSONAL OBLIGATION.......................................................................................... 16 SECTION 3. PURPOSE OF GENERAL ASSESSMENTS....................................................................16 SECTION 4. MAXIMUM GENERAL ASSESSMENT........................................................................ 17 SECTION 5. SPECIAL ASSESSMENTS FOR CAPITAL IMPROVEMENTS...........................................17 SECTION 6. NOTICE AND OUORUM FOR CERTAIN ACTIONS....................................................... 17 SECTION 7. UNIFORM RATE OF ASSESSMENT............................................................................ 18 SECTION 8. DATE OF COMMENCEMENT OF GENERAL ASSESSMENTS, DUE DATES .................... 18 SECTION 9. EFFECT OF NONPAYMENT OF ASSESSMENTS, REMEDIES OF THE ASSOCIATION...... 18 SECTION 10. SUBORDINATION OF THE LIEN TO MORTGAGES .................................................... 18 SECTION 11. CERTIFICATE OF PAYMENT................................................................................... 18 ARTICLE IX - DISPUTE RESOLUTION...............................................................................18 SECTION 1. ALTERNATIVE METHOD FOR RESOLVING DISPUTES ............................................... 19 SECTION2. CLAIMS................................................................................................................... 19 SECTION 3. MANDATORY PROCEDURES.................................................................................... 19 SECTION 4. AMENDMENT OF ARTICLE IX................................................................................. 22 ARTICLE X - ADDITIONAL RIGHTS OF MORTGAGEES..............................................22 SECTION 1. NOTICE OF MEETINGS.............................................................................................22 SECTION 2. NO SUSPENSION OF RIGHTS.................................................................................... 23 2653371.4 11 SECTION 3. NOTICE OF DEFAULTS............................................................................................. 23 SECTION4. COPY OF BUDGET................................................................................................... 23 ARTICLE XI - GENERAL PROVISIONS.............................................................................23 SECTION 1. ENFORCEMENT ............................................ SECTION 2. SEVERABum............................................. SECTION 3. DURATION ................................................... SEcnoN4. AMENDMENT ............................................... SEcnoN 5. NoTIcEs...................................................... SEc ioN 6. CAPTIONS .................................................... SECTION 7. NO TRUST CREATED .................................... ....23 .............................. 23 .............................. 23 .............................. 24 .............................. 24 .............................. 24 .............................. 24 2653371.4 111 DECLARATION OF COVENANTS FOR PINEHURST 2°d ADDITION (A Community of Detached Single Family Homes in the City of Chanhassen, County of Carver, State of Minnesota) U.S. HOME CORPORATION, a Delaware corporation(the "Principal Builder") and PLOWSHARES DEVELOPMENT, LLC, a Minnesota limited liability company (the "Developer") hereby declare that as of March _, 2006, the Community defined below shall be subject to the following covenants, conditions, restrictions, reservations and easements, which are for the purpose of protecting the value and desirability of said land and which shall run with said land and be binding upon all parties having any right, title or interest in said land or any part thereof, and their respective heirs, successors and assigns, and shall inure to the benefit of each Owner thereof as well as the Developer, the Principal Builder, the Association and the City. 1;11,7f0NJM:91 GENERAL DEFINITIONS Section 1. Definitions of Real Property. "Boulevard" means the unpaved portion of a public street right-of-way. "Common Areas" means all real property and interests in real property (including easements and improvements thereto) owned by the Association for the common use and enjoyment of the Owners. There are no Common Areas initially subject to this Declaration. "Community" means the Homesites and the Common Areas that are subject to this Declaration. The Community is exempt from the Minnesota Common Interest Community Act (Chapter 515B of Minnesota Statutes, which is commonly known as "MCIOA") by virtue of Section 1-102(e)(2) of MCIOA. "Home" means a building designed and intended for occupancy as a dwelling or residence for only one family and located within the boundaries of a Homesite. Each Home includes any garage attached thereto or otherwise included within the boundaries of the Homesite containing the Home. Each Home will be detached from all other Homes. "Homesite" means each of the platted lots subject to this Declaration upon which a Home may be built, namely: Lots 1 through 26, Block 1; Lots 1 through 7, Block 2; and Lots 1 through 8, Block 3; all in PINEHURST 2' d ADDITION, Carver County, Minnesota. Section 2. Definitions of Persons. "Architectural Control Committee" or "ACC" means the architectural control committee described in Article IV of this Declaration. Page 1 "Association" means Pinehurst Homeowners Association, Inc., a Minnesota nonprofit corporation. "Board" means the Board of Directors of the Association. "City" means the City of Chanhassen, a Minnesota municipal corporation. "Developer" means Plowshares Development, LLC, a Minnesota limited liability company, or its successors and assigns, if such successors or assigns should acquire a majority of the Homesites owned by the Developer at the time of the acquisition, whether the acquisition is by sale, foreclosure of a mortgage, deed in lieu of foreclosure or otherwise. "Owner" means the record owner, whether one or more persons or entities, of the fee simple title to any Homesite except that, where a Homesite is being sold on a contract for deed and the contract vendee is in possession of the Homesite, then the vendee and not the vendor shall be deemed to be the Owner. All Owners are responsible for causing members of the household, occupants, tenants, guests or other persons under the Owner's control to comply with all provisions of this Declaration, and all references herein to Owners shall include all such persons under the control of the Owner. "Principal Builder" means U. S. Home Corporation, a Delaware corporation. ARTICLE II GENERAL COVENANTS AFFECTING ALL LOTS Section 1. Residential Purposes. Each Homesite shall be used only for one detached single family home and ancillary uses. No Homesite may be used for any commercial purpose, except that Homesites or portions of Homesites may be used by licensed home builders pursuant to Article II, Section 11 of this Declaration and by Owners for home occupations that are permitted by the applicable zoning ordinances. However, no Homesite may be used for licensed or unlicensed residential care facilities, licensed or unlicensed day care facilities, public or private schools, or commercial agriculture; even if such uses may be permitted by applicable zoning ordinances. "Residential care" means the care of an infant, child, adolescent or adult on a 24-hour-a-day basis outside that person's own home, for gain or otherwise. "Day care" means the care of an infant, child, adolescent or adult in a residence outside that person's own home, for gain or otherwise, on a regular basis, for any part of a 24-hour day. "Residential care" and "day care" do not include the care of any member of the family that resides in the home. Section 2. Building Specifications. (a) Height. No dwelling shall be erected, altered or placed on a Homesite or permitted to remain there other than one single family home not to exceed two stories in height, as measured from grade. If the Home includes a walk -out or look -out basement, the basement shall not be counted as a story. If the Home is built by the Principal Builder, the maximum height shall be three stories above grade rather than two stories above grade. Page 2 (b) Garages. Each home shall have one or more attached fully -enclosed garages, but no carports or detached garages. There may be garage space for any number of cars, but from the street in front of the home it must appear that there is garage space for no more than three cars. (c) Storage Structures (Sheds). Attached or detached structures for storage purposes (sheds) are permitted, but any shed large enough to hold an automobile shall be considered a garage, whether or not it is used as a garage. No shed shall have an interior floor area greater than 200 square feet. Each shed shall be located in the rear yard of the Homesite and must be pre -approved by the Architectural Control Committee, on a case - by -case basis. Read Article IV of these Covenants for more information. (d) Completion. Each Home or other structure constructed or placed on a Homesite shall be completely finished on the exterior thereof within nine months after commencement of construction. Section 3. Setbacks. All buildings (including decks, open or enclosed porches, and patios) must be set back from all lot lines and/or easements in compliance with municipal ordinances, as modified by any applicable planned unit development special use permit that is specific to this Community. Section 4. Nuisance. No noxious or offensive trade or activity shall be conducted upon any Homesite, nor shall anything be done thereon which may be or become an annoyance or nuisance to any property within the Community. Section 5. Prohibited Dwellings. No structure of a temporary character, trailer, basement, tent, shack, garage, bam or other outbuilding shall be used on any Homesite at any time (either temporarily or permanently) as a dwelling. Section 6. Lawn Ornaments. Lawn ornaments (such as statuettes, birdbaths, windmills and whirly-gigs) and lawn art (such as sculpture and statues) are prohibited in front yards and side yards. Lawn art located in rear yards shall not be visible from the street in front of the Home and shall not exceed 20 feet in height, as measured from grade. Section 7. Antennas. Satellite dishes less than twenty-four inches in diameter are allowed on every Homesite, but the locations must be approved by the Architectural Control Committee. No other exterior antenna, aerial, tower, wire, line, cable, dish or other device for transmitting or receiving radio, television, microwave, laser or other electro-magnetic signals ("antenna") shall be on any Homesite without the written permission of the ACC. The ACC shall deny permission if it determines, in its sole discretion, that the antenna would be offensive to the sight (taking into account the visibility of the antenna during all seasons of the year) from present and future Homesites nearby. Any structure intended to shield an exterior antenna from sight shall be subject to review by the ACC. Page 3 Section 8. Animals. (a) No animal may be bred, kept or maintained for business or commercial purposes anywhere on a Homesite. The word "animal" as used in this Declaration shall include all living creatures except humans. (b) Owners may keep ordinary household pets, such as dogs and cats that do not pose an unreasonable threat to the safety of others. Under no circumstances may more than a total of three dogs and cats be kept on any Homesite; provided, however, that for a reasonable period of time following the date a pet gives birth, the pet's offspring may be kept within the Homesite. Uncommon or exotic animals may be kept only with the prior consent of the Board, which may be withheld by the Board in its sole discretion. In addition, the Board shall have the exclusive authority to prohibit, or to allow and regulate, by Rules and Regulations, the keeping of animals on any Homesite. (c) The Board shall have the right to order an Owner to immediately remove from the Owner's Homesite any animal that it reasonably deems to be dangerous to others. (d) Owners with pets shall be responsible for caring for their pets in a way so as to keep the pets from becoming a nuisance to others. The Board shall have the right to order an Owner to remove from the Owner's Homesite any animal that continually barks in an uncontrolled manner, repeatedly wanders from the Homesite where it lives or otherwise repeatedly behaves in a manner that is reasonably offensive to surrounding Owners; provided however, that prior to ordering such removal, the Board shall give written notice to the Owner of the offending animal of such offensive behavior and such Owner shall have 30 days to correct such offensive behavior. (e) Owners shall be responsible for cleaning up after their pets. Failure to promptly clean up after a pet will subject the Homesite of the pet's owner to a special assessment for the cost of such cleanup. (f) Dog houses and similar buildings for animals are prohibited. Dog runs and other animal runs are allowed with Architectural Control Committee approval, provided (1) they must be attached to the rear of the Home, (2) the type of fencing must be approved by the ACC, but need not comply with Article H, Section 16, (3) there must be adequate landscaping to satisfy the ACC, and (4) the run shall be no larger than 80 square feet. Section 9. Driveways: Parking; Vehicles. All driveways and parking areas constructed on any Homesite shall be paved with an asphalt, brick, concrete or bituminous surface. Operational automobiles may be kept, stored or parked only on paved driveways, on paved parking areas, or in enclosed garages; and all other vehicles shall be kept, stored or parked only in enclosed garages. "All other vehicles" includes, for example: automobiles that are not operational, trucks, buses, vans, recreational vehicles, all -terrain vehicles, ambulances, hearses, motorcycles, motorbikes, bicycles, snowmobiles, jet skis, canoes, boats, and other watercraft, aircraft, house trailers, camping trailers, other trailers, lawn mowers, lawn tractors, over -the -road Page 4 tractors, and other tractors. Notwithstanding the foregoing prohibition, guests of the Owner of a Homesite visiting for less than 15 days in any 30 day period may park their vehicles on unenclosed paved areas of the Homesite. Outdoor storage of inoperable automobiles, other inoperable vehicles of any type, automobile parts, parts for any other type of vehicle, equipment, inventory and refuse is prohibited throughout the Community. Section 10. Signs. No sign of any kind shall be displayed to the public view on any Homesite, except: (a) signs that comply with municipal ordinances advertising Homesites and/or Homes for sale; and (b) political signs for impending elections, referenda, etc. Section 11. Rights of the Developer, the Principal Builder and Home Builders. Until the last Homesite is sold and conveyed to an Owner other than Principal Builder or another licensed home builder, the following actions by Principal Builder and other licensed home builders will not be deemed violations of the foregoing restrictions: (a) the use of a Home as a model home or sales office for sales of homes in the Community; (b) the use of a trailer as a sales office, construction office or for storage of building materials; and (c) the storage of equipment, materials and earth during the construction of new Homes. Only the Principal Builder is allowed to use any Home in the Community to promote the sales of homes outside the Community. Only the Principal Builder is allowed to enter a Home in the Community into the "Parade of Homes," "Spring Preview" or similar promotional event. Section 12. Leases. Any lease between an Owner and a tenant: (i) shall be in writing; (ii) shall provide that the terms of the lease are subject in all respects to the provisions of this Declaration and to the provisions of the Articles of Incorporation, By -Laws and Rules and Regulations of the Association; and (iii) shall provide that failure by the tenant to comply with the terms of such documents shall be a default under the lease. Section 13. Erosion Control. (a) The Developer is responsible for temporary erosion control on each Homesite until the Homesite is transferred or conveyed to the Principal Builder, except as otherwise required under the Pinehurst Development Contract dated April 15, 2005 and recorded July 25, 2005 as Document No. A419431. Thereafter, the home builder shall be responsible for temporary erosion control on the Homesite until the closing of the sale of the Home to the Owner(s). At the time of the closing, the erosion control permit must be and will be assigned to the Owner(s). Thereafter the Owner of the Homesite shall be responsible for temporary erosion control as well as permanent erosion control. (b) Temporary erosion control measures (such as downspout extenders, mulch, silt fences, straw bales and erosion stabilization grasses and ground covers) shall not be removed until permanent erosion control measures (sod and landscaping) are Page 5 installed. If temporary erosion control measures are removed before permanent erosion control measures are installed, then the Developer, the Principal Builder and/or the Association shall have the right (but not the obligation) to enter the Homesite, restore the temporary erosion control measures or install permanent erosion control measures and charge the cost thereof against the Owner of the Homesite or impose a fine against the Owner in an amount up to $25 per day of violation; and the Developer, the Principal Builder and/or the Association shall have the right to file and enforce a lien against the Homesite for such costs or fines. Section 14. Sodding. Every Homesite must have some lawn sodded with lawn grass. Landscaping the entire Homesite with other plants, mulch and other landscaping materials is not permitted. Every area on each Homesite where natural vegetation has been removed but not replaced with improvements or landscaping must be completely sodded. Seeding is not an acceptable substitute for sodding. If a certificate of occupancy for a home is issued in November through April, the sod must be installed by the following July 15a . If a certificate of occupancy for a home is issued in May through October, the sod must be installed within 60 days after issuance of the certificate of occupancy. If sod is not timely installed, then the Developer, the Principal Builder and/or the Association shall have the right (but not the obligation) to enter the Homesite, install sod and charge the cost thereof against the Owner of the Homesite or impose a fine against the Owner in an amount up to $25 per day after the sod installation deadline through the day the sod is completely installed; and the Developer, the Principal Builder and/or the Association shall have the right (but not the obligation) to file and enforce a lien against the Homesite for such costs or fines. Any questions regarding sodding must be addressed to either the Architectural Control Committee or the President of the Association. No questions regarding sod shall be addressed to the Principal Builder's New Home Consultants (salespeople), Builders (job superintendents), workers, subcontractors or material suppliers. Section 15. Repair and Maintenance of Homesite and Home Exterior. The Owner of each Homesite is responsible for repair and maintenance of the Homesite and the Home exterior at all times. The standard for maintenance and repair shall be the level of maintenance and repair actually prevailing at Owner -occupied Homes in the Community. The standard for maintenance and repair and the evaluation of the Homesite and the Home exterior against that standard shall be determined by the Architectural Control Committee in its reasonable judgment. If any Homesite or Home exterior fails to achieve the standard, then the Association may, after giving the Owner a 30day notice to cure and giving the Owner the opportunity to be heard by the Board, enter the Homesite, cure the violation and charge the cost to the Owner of the Homesite or impose a fine in an amount up to $25 per day of violation; and the Association shall have the right to file and enforce a lien against the Homesite for such costs or fines. Section 16. Fences. (a) Before any fence is installed, it must be approved in writing by the Architectural Control Committee pursuant to Article IV of this Declaration. All fences must comply with the City's ordinances and the following fence rules. (b) No portion of any fence shall be taller than four feet. Page 6 (c) Chain -link fences are prohibited. Wooden fences and ornamental iron fences are allowed. Other fencing materials must be approved by the ACC on a case -by -case basis in its sole discretion; and no precedent will be set if the ACC allows an alternative fencing material on one or more Homesites. (d) When the fence is viewed from either side, the gaps in the fence must equal or exceed in area the solid portions of the fence, excluding any fence posts or structural members of the fence. For example, a picket fence in which the width of each picket precisely equals the width of each gap between pickets would be precisely 50% solid and 50% gaps, if one ignores the horizontal boards to which the pickets are attached and the vertical posts to which the horizontal boards are attached; and therefore, such a picket fence would comply with this rule. Section 17. Retaining Walls. (a) Special Definitions. The following definitions apply to this Section 17 of Article II: "Retaining Wall" means a retaining wall built on a Homesite. (b) Rights and Obligations of Developer, Principal Builder and the Association. The Developer and the Principal Builder hereby reserve easements over all Homesites giving themselves and the Association the right, but not the obligation, to install Retaining Walls within each Homesite and the right, but not the obligation, to install fences within ten (10) horizontal feet of the top of any Retaining Wall. To the extent that any Retaining Wall is constructed within the drainage and utility easements dedicated to the City in the plat of Pinehurst 2"d Addition, the same shall be subject to the terms and conditions of a separately recorded encroachment agreement(the "Encroachment Agreement"). If the Developer, the Principal Builder or the Association does install any Retaining Wall or any such fence on a Homesite, the Owner(s) of any such Homesite shall have the obligation: (1) To maintain, repair and replace the Retaining Wall and the fence; (2) To maintain ground covering vegetation in the area between the base of the Retaining Wall and the curb of the adjoining public road (3) To maintain ground covering vegetation in the area between the top of the Retaining Wall and the fence; and (4) To otherwise comply with the terms and conditions of the Encroachment Agreement. In the event that any Owner fails to maintain the aforementioned Retaining Walls in accordance with this Declaration and/or the Encroachment Agreement, the Association shall have the right, but not the obligation, to maintain the same and assess the cost thereof against the applicable Homesite and Owner. The Developer, the Principal Builder and the Association shall not have the right to remove any Retaining Wall or any fence installed by the Developer or the Principal Builder without replacing it. Said easements shall be nonexclusive, perpetual, irrevocable, assignable, commercial easements in gross for the benefit of the Developer, the Principal Builder and the Association, and their respective successors and assigns. Page 7 (b) Common Areas. The Association shall maintain, repair and replace any and all Retaining Walls on or providing lateral support to the Common Areas. If the Association does not do so, then the Developer, the Principal Builder and the City shall have the right (but not the obligation) to enter the Common Areas to maintain, repair or replace the Retaining Walls at the expense of the Association. (c) Nature of Rights. The rights retained by the Developer, granted to the Principal Builder, granted to the City and granted to the Association by this Section 17 are non-exclusive perpetual, assignable, commercial easements in gross. Section 18. Boulevards Generally. `Boulevard" means the unpaved portion of a public street right-of-way. The pavement and curbs of a public street do not occupy the full width of the street right-of-way, so there are Boulevards on both sides of each public street. Each Boulevard is a strip of land lying between the curb of the street and the boundary of an adjoining Homesite or outlot. A Homesite survey always shows the boundaries of the Homesite and typically shows the adjoining public street right-of-way and curbs, so the Boulevard can typically be seen on a Homesite survey. The Boulevard is usually sodded and/or landscaped as if it were part of the lawn of the Homesite, but it is not part of the Homesite and is regulated by the City as public land. Section 19. Boulevard Trees. The City prohibits the planting of trees in the Boulevards. Accordingly, no trees shall be planted in the Boulevards. Section 20. Boulevard Irrigation. If any irrigation system components are installed in a Boulevard, neither the City, the Developer, nor the Principal Builder will be responsible for damage to them caused by municipal workers, municipal contractors or anyone else. Neither the City, the Developer, nor the Principal Builder will maintain, repair or replace irrigation systems in Boulevards or compensate anyone for damage to irrigation systems in Boulevards. Section 21. The Developer's Responsibilities. The Developer is responsible to the City and to the builders of Homes in the Community for the following "Subdivision Improvements" to create developed lots ready for construction of Homes: rough grading, drainage and erosion control, including without limitation the creation of building pads; wetland replacement; streets, curbs, gutters and street signs; street lighting; sidewalks and trails; sanitary sewer mains and laterals; water mains and laterals; storm sewers, catch basins, ponds, emergency overflow swales and other storm water structures and improvements; coordination of installation of electricity, telephone, natural gas and cable television lines by public utility companies; street maintenance until the City agrees to maintain the streets; construction of subdivision entrance monuments and related landscaping; installation of wetland buffer monumentation; and certain landscaping. All Subdivision Improvements must conform to plans approved by the City. The Developer has signed a Development Agreement with the City regarding the Subdivision Improvements; and, to secure performance of the Development Agreement, the Developer has posted financial assurances in favor of the City. The Development Agreement requires the Developer to maintain Page 8 certain Subdivision Improvements for specified periods of time. The Principal Builder is not responsible for the actions or inactions of the Developer. Section 22. Drainage and Utility Easements. There are drainage and utility easements dedicated in the recorded plat of Pinehurst 2"d Addition along the perimeter of every Homesite. These easements are generally 10 feet wide adjoining public street rights of way and 5 or 10 feet wide along the side boundaries of Homesites. The precise boundaries of the drainage and utility easement areas are shown on the recorded plat of Pinehurst 2"d Addition. Within these easement areas no building, structure, fencing, planting, fill or other material shall be placed on or permitted to remain which may damage or interfere with the installation and maintenance of utilities or which may change the direction or impede the flow of surface or ground water. A 10- foot wide clear space must be maintained around all fire hydrants so that the fire hydrants can be quickly located and operated by fire fighters and related emergency services personnel. For example, no trees, shrubs, street lights, telephone risers, cable TV risers, transformer boxes, water valve boxes and other utility structures and equipment are allowed within 10 feet of any fire hydrant. Section 23. Tree Preservation. No healthy tree of over six inches in diameter shall be removed from any Homesite. Additionally, modification to, or removal of, trees is regulated by the City and also addressed in the Development Agreement. Section 24. Compliance with Law. In addition to the restrictions set forth in this Declaration, no Homesite shall be used or occupied in contravention of any applicable federal, state or local law, rule, regulation, order or ordinance. Section 25. Rules and Regulations. The Board shall have the exclusive authority to approve and implement such reasonable rules and regulations (the "Rules and Regulations") as it deems necessary from time to time for the purpose of operating and administering the affairs of the Association and regulating the use of the Homesites and Common Areas and the conduct thereon, which may include regulations imposing fines for the violation by an Owner of the terms of this Declaration or the Rules and Regulations; provided that the Rules and Regulations shall not be inconsistent with this Declaration. ARTICLE III SPECIAL COVENANTS AFFECTING CERTAIN LOTS Section 1. Entrance Improvements. In a separately recorded document, the Developer has granted easements to the Association for landscaping and monumentation in certain portions of Lot 7, Block 2, Pinehurst 2"d Addition and Lot 2, Block 3, Pinehurst 2"d Addition. The Association shall maintain, repair and replace the landscaping and monumentation in the easement areas in perpetuity. Section 2. Common Driveway Easement. In a separately recorded document, the Developer has created easements over Lots 10 and 11, Block 1, Pinehurst 2"d Addition for a private driveway known as Alder Way serving Lots 9, 10 and 11, Block 1, Pinehurst 2"d Addition. In a separately recorded document, the Developer has created easements over Lots 14, Page 9 15, 16 and 17, Block 1, Pinehurst 2"d Addition for a private driveway known as Amberwood Lane serving Lots 14, 15 and 16, Block 1, Pinehurst 2"d Addition. Section 3. Sidewalks. The Owner of any Homesite containing a sidewalk or adjacent to a sidewalk shall maintain and repair the sidewalk to the satisfaction of the City; and the Association shall maintain and repair every sidewalk within or adjacent to a Common Area. Sidewalk maintenance and repair includes, without limitation, removal of snow, ice, and leaves and debris as well as repair of damage to the sidewalk. If the Owner or the Association (as the case may be) fails to maintain or repair the sidewalk to the satisfaction of the City, the City has the right to maintain and repair the sidewalk and assess the cost to the Owner or the Association (as the case may be) as a special assessment under Chapter 429 of Minnesota Statutes. Section 4. Cul-De-Sac Islands. The Developer shall have the right, but not the obligation, to install, repair, maintain and replace concrete curbs, vegetation, landscaping structures and utilities in circular or oblong islands in the middle of cul-de-sac turn-arounds. If the Developer constructs any island, the Association shall have the right and the obligation to repair, maintain and replace all concrete curbs, vegetation, landscaping structures and utilities that the Developer has installed in the island. Section 5. Basement Floor Elevations. In a separately recorded document, the Developer has created restrictions on the minimum floor elevations for each of Lots 20, 21, 22and 23, Block 1, Pinehurst 2"d Addition. Section 6. Public Trail. In a separately recorded document, the Developer has granted an easement for public trail purposes along Alder Way over portions of Lots 10 and 11, Block 1, Pinehurst 2"d Addition. The City shall maintain, repair and replace the public trail. Section 7. Special Setbacks. Pursuant to the terms of the Development Agreement, Lots 9, 10, 11, 14, 15 and 16, Block 1, Pinehurst 2"d Addition, are subject to a minimum setback of 20 feet from the back of the adjoining private street, and the structures on all Homesites adjoining wetland buffers shall maintain a 40 foot setback from the wetland buffer edges. ARTICLE IV Architectural Control Committee Section 1. ACC Members. The ACC shall consist of three individuals appointed by the Developer until the date the Developer no longer owns any Homesite. Thereafter the ACC shall consist of three individuals appointed by the Board. Individuals appointed to the ACC by the Developer may be anyone including (without limitation) Owners of Homesites and employees of the Developer. Individuals appointed to the ACC by the Board must be Owners of Homesites. Section 2. Work Requiring ACC Approval. Without any approvals from the ACC, the Principal Builder may perform any work upon any Homesite owned by the Principal Builder or owned by a person who has hired the Principal Builder to perform the work. Before anyone else performs any of the following work on any Homesite, the plans and specifications for the work must be reviewed and approved in writing by the ACC: Page 10 (a) clearing of one or more trees from the Homesite; (b) grading the Homesite; (c) constructing, erecting or installing any structure on the Homesite, including (without limitation) the following structures: any Home, garage, storage shed or other building; any porch, deck or balcony; any fence, wall or gate; any mailbox, newspaper box, or light post; any exterior antenna (subject to Article II, Section 7); any retaining wall, terrace or other landscaping structure; any patio, driveway or parking area; any tennis court or athletic court; and any swimming pool or hot tub (whether above ground or below ground); or (d) changing the exterior color, style or materials of any structure on the Homesite. The following types of work do not require ACC approval: planting trees, shrubs and other plants; and changing the interior of any structure. Section 3. Review of Plans and Specifications. At least sixty (60) days before work on a Homesite is commenced, the Owner of the Homesite shall submit to the ACC one complete set of plans and specifications (including, without limitation, full site plans, grading and drainage plans, building elevations, roof pitches, exterior colors and materials). Within sixty (60) days after receipt of plans and specifications, the ACC shall approve or disapprove them in writing. The ACC's approval of plans and specifications shall not constitute any representation, warranty or assurance that they comply with applicable municipal codes and ordinances. The ACC may disapprove plans and specifications only for one or more of the following reasons: (a) Non-compliance with this Declaration, municipal ordinances or other governmental regulations; (b) Failure of the proposed work to be compatible with the Homesite, in terms of topography, soils and existing vegetation; (c) Failure of the proposed work to be compatible with most of the Homes (in the case of a Home) or most of the comparable structures (in the case of structures other than Homes) in that portion of the Community built or to be built by the Principal Builder or already built by anyone, in terms of style, general size, height and width, quality of construction, price range and other characteristics; and/or (d) Failure of the plans and specifications to show all information necessary to evaluate the foregoing characteristics. The ACC's determinations concerning the plans and specifications shall be conclusive. If the ACC disapproves the plans and specifications, it shall state in writing the reason for such disapproval and the deficiencies which must be cured to obtain approval. The ACC shall retain, for a period of three Page 11 (3) years from the date the ACC action was taken, all plans and specifications submitted to it and a record of all actions taken with regard to them. The Principal Builder reserves the right to market more than one product line of Homes in the Community; and those product lines might differ from each other in terms of style, general size, height and width, quality of construction, price range and other characteristics. The Principal Builder and the Developer make no guarantees, assurances or representations concerning the style, general size, height and width, quality of construction, price range or other characteristics of Homes in different portions of the Community, or on individual Homesites. Section 4. Remedies Against Owners. If any work is commenced without the ACC's approval of the plans and specifications, or if any work is completed not in accordance with approved plans and specifications, the Association or any other Owner may bring an action to enjoin further work and to compel the Owner to conform the work with plans and specifications approved by the ACC. Any such action must be commenced and a notice of lis pendens must be filed within one (1) year after the date on which the certificate of occupancy is issued by the appropriate municipal authority, in the case of the initial construction of a Home, or within one (1) year after the date of completion, in the case of any other work. Any such action shall not be subject to the dispute resolution provisions of Article IX of this Declaration. In addition to or as an alternative to an action described in the preceding sentences of this Section 4, the Association may levy and collect fines against the Owner up to $100.00 per day for every day a violation continues, provided that the Board has notified the Owner of the proposed fine and has given the Owner the opportunity to be heard by the Board. Section 5. Remedies Against the ACC. In the event that the ACC and/or the members of the ACC shall fail to discharge their respective obligations under this Article IV, then any Owner may bring an action to compel the discharge of said obligations. Notice of any such claim must be given in accordance with Article DC of this Declaration and within 180 days after the date on which the certificate of occupancy is issued by the appropriate municipal authority, in the case of the initial construction of a Home, or within 180 days after the date of completion, in the case of any other work. Such an action shall be the exclusive remedy of any Owner for failure of the ACC and/or its members to discharge such obligations. Under no circumstances shall the Developer, the Principal Builder, the ACC or members of the ACC be liable to any person for damages (direct, consequential or otherwise). COMMON AREAS AND PUBLIC AREAS Section 1. Right to Use Common Areas. The only Common Areas initially subject to this Declaration are easement areas for subdivision entrance monuments and related landscaping and select Retaining Walls. Said easement areas are not and will not be available for recreational use or other use by Owners. Section 2. Improvements in Common Areas. Only the Association shall have the right to install any improvements or plantings in the Common Areas. Upon the installation of any Page 12 improvements and plantings in the Common Areas, the improvements and plantings shall become the property of the Association. The Association shall be responsible for the maintenance, repair and replacement of all improvements and plantings in the Common Areas. The Association may, in its discretion, choose to remove and not replace any improvements and plantings in the Common Areas. Section 3. Actions Affecting Common Areas. The Common Areas shall not be abandoned, partitioned, subdivided, encumbered, leased, sold, transferred or dedicated for public use, except by the recording of an instrument executed by the Association, by the Owners owning at least 60% of the Homesites and (if the Developer owns any Homesite) by the Developer. Section 4. Public Areas. The Community contains three outlots in the Pinehurst and the Pinehurst 2"a Addition plats. Pinehurst Outlot A is located in the western portion of the Community. Pinehurst Outlot B is located on the west side of Manchester Drive. Pinehurst 2"a Addition Outlot A is between Manchester Drive and Lots 23, 24, 25 and 26, Block 1. All three outlots are or will be owned by the City and will be controlled and administered by the City. Real property owned by the City will be subject to rules and regulations adopted by the City in its sole discretion. Section 5. Encroachments on City Outlot and Right -of -Way. In a separately recorded document, the Developer has obtained the right to construct certain retaining walls and a landscaped median. If and to the extent that the Developer constructs such retaining walls and landscaped median, the Association shall be responsible for the maintenance, repair and replacement of all such improvements and plantings located therein. The Association may, in its discretion, choose to remove and not replace any such improvements (other than retaining walls) and plantings. ARTICLE VI ASSOCIATION INSURANCE Section 1. Liability Insurance. The Association shall keep in force at all times a policy of comprehensive general liability insurance, with coverage of at least $1,000,000 for bodily injury and property damage for any single occurrence and at least $2,000,000 aggregate coverage. The policy must contain a severability of interest clause or an endorsement which shall preclude the insurer from denying the claim of an Owner because of negligent acts of the Association or other Owners. Section 2. Hazard Insurance. The Association shall procure insurance for fire, extended coverage, vandalism and any other perils the Board may deem necessary on all insurable real property and personal property owned by the Association. The insurance shall be on a current replacement cost basis in such amounts and with such deductibles as the Board may determine. The proceeds of such hazard insurance shall be used solely for the repair, replacement or reconstruction of such insurable common property, including insured improvements. The Association shall maintain funds for all such deductibles in its reserves and shall designate such funds for that purpose only. Page 13 Section 3. Other Insurance. The Association shall also procure: (a) Fidelity bonds or insurance coverage against dishonest acts on the part of directors, officers, managers, trustees, employees or persons responsible for handling funds belonging to or administered by the Association if deemed to be advisable by the Board; (b) Worker's compensation insurance if required by law; (c) Directors and officers liability insurance with such reasonable limits and coverages as the Board shall determine from time to time; and (d) Such other insurance as the Board may determine from time to time to be in the best interest of the Association and the Owners. Section 4. Cost of Insurance. The cost of such insurance shall be assessed against the Owners and their Homesites as provided in Article VIII below. Section 5. First Mortgagees. First mortgagees of Homesites, jointly or singly, may pay overdue premiums on insurance policies, or may secure new insurance coverage upon the lapse of a policy, for the common property. First mortgagees making such payments shall be owed immediate reimbursement from the Association. The Association is authorized to enter into an agreement in favor of all first mortgagees of Homesites establishing entitlement to such reimbursement. ARTICLE VII PINEHURST HOMEOWNERS ASSOCIATION, INC. Section 1. Membership; Voting Rights. Each and every Owner shall be a member of the Association. Membership shall be appurtenant to and may not be separated from ownership of any Homesite. The Association shall have two classes of voting membership: Class A. Class A Members shall be all Owners, except the Class B Members. Each Class A Member shall be entitled to one vote for each Homesite owned. When more than one person owns any Homesite, all such persons shall be members. The vote for such Homesite shall be exercised as they determine, but in no event shall more than one vote be cast with respect to any Homesite. Upon becoming an Owner, each Owner shall register his address with the Secretary of the Association and, if a Homesite is owned by multiple Owners, they shall at that time register with the Secretary their written agreement as to how they will share their votes among themselves and how they shall resolve any voting conflicts among themselves. Such a voting agreement may be amended at any time by registering with the Secretary a written amendment thereto executed by all Owners of the Homesite. Page 14 Class B. Class B Members shall be the Developer and the Principal Builder. Each Class B Member shall be entitled to ten (10) votes for each Homesite it owns. The Class B membership shall cease and be converted to Class A membership on the happening of either of the following events, whichever occurs earlier: (i) when the number of votes outstanding in the Class A membership equals or exceeds the number of votes outstanding in the Class B membership; or (ii) on December 31, 2015. Section 2. Activation. Although the Association has been incorporated, it has not yet been activated. At any time after a majority of the Homesites in the Community have been sold by the Developer, the Principal Builder may activate the Association. The Principal Builder shall activate the Association no later than the earlier of the seventh anniversary of the date this Declaration is recorded or the date the Principal Builder no longer owns any Homesite and no longer has the right to purchase any Homesite. To activate the Association, the Principal Builder shall do the following: (a) Mail written notice to all Owners and occupants at the addresses of the Homesites, announcing that the Association is being activated and calling an organizational meeting of the Association; and, (b) Conduct an organizational meeting of the Association, at which the Owners shall elect a board of directors and the board of directors shall elect officers for the Association, adopt by-laws and adopt a banking resolution. A quorum for the organizational meeting shall be members owning at least five (5) Homesites. If a quorum is present at the organizational meeting of the Association, but one or more of the organizational actions required by this paragraph is not taken, the Association shall nevertheless be deemed activated. Section 3. Default. If the Principal Builder fails to activate the Association as required by Article VII, Section 2, within 30 days after written demand by any Owner or group of Owners, then any Owner or group of Owners may activate the Association by taking the actions described in Article VII, Section 2, Paragraphs (a) and (b). Section 4. Actions Before Activation. Until the Association is activated, the following shall apply: (a) The Principal Builder will keep the Association in good standing with the Minnesota Secretary of State; (b) The Principal Builder will appoint the board of directors and the board of directors will elect the officers of the Association; (c) The Principal Builder will appoint the members of the Architectural Control Committee; (e) No meetings of the members are required to be held; Page 15 (f) No meetings of the board of directors are required to be held; and if any corporate actions are required, they may be taken by record of action signed by a majority of the directors; (g) The Principal Builder shall bear all expenses that would otherwise be expenses of the Association, such as the expenses of maintaining Entrance Improvements and related landscaping; and (h) No Owner and no Homesite shall be subject to assessment and lien for any expenses incurred before the Association has been activated. ARTICLE VIII COVENANTS FOR GENERAL AND SPECIAL ASSESSMENTS Section 1. Lien. The Developer and Principal Builder, for each Homesite, as applicable, hereby covenants, and each subsequent Owner of any Homesite by acceptance of a deed therefor, whether or not it shall be so expressed in such deed, is deemed to covenant and agree to pay to the Association: (a) general assessments or charges, and (b) special assessments for capital improvements or capital equipment to be owned by the Association; such assessments to be established and collected as hereinafter provided. The general and special assessments, together with interest, costs, and reasonable attorneys' fees, shall be a charge upon each Homesite and shall be a continuing lien upon each Homesite. General assessments shall become a lien upon each Homesite on the first day of January of the year in which such assessment is due and payable. Special assessments shall become a lien on the earliest date any part of the same is due and payable. General assessments and special assessments shall be due and payable in lump sums or in equal periodic installments as determined by the Board. Section 2. Personal Obligation. Each installment of a general or special assessment together with interest, costs, and reasonable attorneys' fees, shall be the personal obligation of the person who was the Owner of such Homesite at the time when the installment fell due. The personal obligation for delinquent installments shall not pass to the Owner's successors in title unless expressly assumed by them. Sale or transfer of any Homesite shall not affect the assessment lien, except as provided in Article VHI, Section 10. Section 3. Purpose of General Assessments. General assessments shall be imposed for the purpose of promoting the recreation, health, safety and welfare of the residents of the Homesites and for the improvement and maintenance of the Association's easement areas and/or Common Areas, and may include (but not be limited to) payment by the Association for the following items: (a) Utility services; (b) Taxes and special assessments against the Association's property, if any; (c) Income and other taxes levied or assessed against or charged to the Association, if any; Page 16 (d) Premiums for insurance carried by the Association, the deductible amount not covered by such insurance and the additional amounts deposited by the Association or its Board to repair or restore improvements on the Common Areas; (e) Repair, replacement, construction, reconstruction, alterations, maintenance, snow removal and additions to personal property and improvements owned by the Association; (f) The cost of labor, equipment and materials for all work done by or for the Association; and (g) Reasonable fees for management and supervision of the Association's real and personal property. Adequate reserve funds funded from general assessments and not from special assessments, shall be maintained for (i) maintenance, repair and replacement of Entrance Improvements, and all other structures and equipment which must be replaced by the Association on a periodic basis; and (ii) contingencies, emergencies and working capital needs. Section 4. Maximum General Assessment. Each year after the fast full fiscal year of the Association, the Board may increase the annual general assessment in an amount not to exceed the greater of. (a) ten percent (10%) of the previous year's general assessment; or (b) the percentage increase in the most recently published U.S. Department of Labor, Bureau of Labor Statistics Consumer Price Index, Urban Wage Earners and Clerical Workers, Minneapolis -Saint Paul Index, All Items, compared to the same index published twelve months earlier. Any increase in excess of this amount shall require the approval of a simple majority of the votes of all Owners who are voting in person or by proxy at a meeting called for this purpose. Section 5. Special Assessments for Capital Improvements. In addition to the general assessments authorized above, the Association may levy special assessments, payable in installments extending up to five years, for the purpose of defraying, in whole or in part, the cost (not covered by reserves) of any construction, reconstruction, repair or replacement of the Entrance Improvements or any other structures or equipment to be owned or maintained by the Association, provided that any such assessment shall have the assent of a simple majority of the votes of all classes of Owners who are voting in person or by proxy at a meeting duly called for this purpose. Section 6. Notice and Ouorum for Certain Actions. Written notice of any meeting called for the purpose of taking any action authorized under Section 4 or 5 of this Article VIII shall be sent to all Owners not less than 30 days nor more than 60 days in advance of the meeting. At the first such meeting called, the presence of Owners or of proxies entitled to cast 60% of all the votes of all Owners shall constitute a quorum. If the required 60% quorum is not present at the first meeting, a second meeting may be called subject to the same notice requirement, and the required quorum at the second meeting shall be 30% of the votes of all Owners. If the required 30% quorum is not present at the second meeting, a third meeting may be called subject to the same notice requirement, and the required quorum at the third meeting shall be 15% of the votes Page 17 of all Owners. No such subsequent meeting shall be held later than 60 days after the preceding meeting. Section 7. Uniform Rate of Assessment. Both general and special assessments shall be fixed at a uniform rate for all Homesites; provided, however, that any Homesite owned by the Developer or the Principal Builder shall be assessed at twenty-five percent (25%) of the rate assessed against Homesites owned by persons other than them. Section 8. Date of Commencement of General Assessments; Due Dates. The Board shall fix the amount of the general assessment provided for herein against each Homesite at least fifteen (15) days in advance of each assessment. The initial general assessment period shall commence as to all Homesites the first day of the month following the recording of this Declaration and run through and including the next succeeding December 31. Each succeeding general assessment period shall be a calendar year. Written notice of the general assessment shall be sent to every Owner subject to assessment. Section 9. Effect of Nonnavment of Assessments; Remedies of the Association. Any installment of an assessment not paid within fifteen (15) days after its due date shall bear interest from the due date at the rate of eight percent (8%) per annum. The Association may bring an action at law against the Owner personally obligated to pay the same, or foreclose by action the lien against the Homesite in the same manner as a real estate mortgage may be foreclosed. Any such action shall not be subject to the dispute resolution provisions of Article IX. No Owner may waive or otherwise escape liability for assessments by non-use of the Common Area or abandonment of the Owner's Homesite. In addition to the rights set forth above, the Board may adopt a policy for the collection of past -due assessments from Owners. Such policy may include fees for administration of the policy and for recovering costs of collection. Section 10. Subordination of the Lien to Mortgages. The lien of the assessments provided for herein shall be subordinate to the lien of any first mortgage. While the transfer of any Homesite generally does not affect the assessment lien, the foreclosure of any such mortgage or any proceeding in lieu thereof or deed in lieu of foreclosure, shall extinguish the lien of such assessments as to payments which became due prior to such foreclosure or proceeding in lieu thereof or which become due during any period of redemption and, if the assessments for which the liens were extinguished cannot be collected in an action against the person personally obligated to pay them, the Association shall bear such assessment as a common cost. No sale or transfer shall relieve such Homesite from liability for any assessments thereafter becoming due or from the lien thereof. Section 11. Certificate of Payment. The Association shall, upon demand and free of charge, furnish a certificate signed by an officer of the Association setting forth whether the assessments on a specified Homesite have been paid in full and, if not paid in full, stating which assessments are unpaid. A properly executed certificate of the Association as to the status of assessments on a Homesite shall be binding upon the Association as of the date of its issuance. ARTICLE IX DISPUTE RESOLUTION Page 18 Section 1. Alternative Method for Resolving Disputes. The Developer and the Principal Builder and their respective officers, directors, employees and agents; the Association, its officers, directors and committee members; all Owners; any builder of a home on a Homesite and its officers, directors, employees and agents; and any person or other entity not otherwise subject to this Declaration who agrees to submit to this Article IX (each such person or entity being referred to as a "Bound Party") agree to encourage the amicable resolution of disputes, without the emotional and financial costs of litigation. Accordingly, each Bound Party covenants and agrees to submit those claims, grievances or disputes described in Article IX, Section 2 (collectively, "Claims") to the procedures set forth in Article DX, Section 3. Section 2. Claims. Unless specifically exempted below, all Claims between any of the Bound Parties, whether in contract, tort or otherwise, and regardless of how the same might have arisen or on what they might be based including, but not limited to, Claims (i) arising out of or relating to the interpretation, application or enforcement of this Declaration or the governing documents of the Association or the rights, obligations and duties of any Bound Party under this Declaration or the governing documents of the Association; (ii) relating to the design or construction of improvements; or (iii) based upon any statements, representations, promises, warranties or other communications made by or on behalf of any Bound Party, shall be subject to the provisions of this Article IX. Notwithstanding the above, unless all parties thereto otherwise agree, the following shall not be Claims and shall not be subject to the provisions of this Article IX: a. Any suit by the Association against any Bound Party to enforce the provisions of Article VHI (Covenant for General and Special Assessments); b. Any suit by the Association, the Architectural Control Committee, the Developer or the Principal Builder to obtain a temporary restraining order or injunction (or equivalent emergency equitable relief) and such other ancillary relief as the court may deem necessary in order to maintain the status quo and preserve the Association's ability to act under and enforce the provisions of this Declaration, including, but not limited to, Article H (General Covenants Affecting All Homesites), Article HI (Special Covenants Affecting Certain Homesites), Article IV (Architectural Control Committee) and Article V (Common Areas); C. Any suit between or among Owners, which does not include the Developer or the Principal Builder, a builder of a home on a Homesite, or the Association as a party, if such suit asserts an allegation which would constitute a cause of action independent of this Declaration or the governing documents of the Association; and d. Any suit in which any indispensable party is not a Bound Party. With the consent of all parties hereto, any of the above may be submitted to the alternative dispute resolution procedures set forth in Article DX, Section 3. Section 3. Mandatory Procedures. Page 19 a. Two -Thirds Approval for Association Action. Except as provided in this Section 3.a, the Association may not commence a legal proceeding under this Article without the approval of at least two-thirds of the eligible votes of the members of the Association. This Section 3 shall not apply, however, to: (1) proceedings brought by the Association to enforce the provisions of this Declaration and the governing documents of the Association (including, but not limited to, the foreclosure of liens); (2) the imposition and collection of assessments; (3) proceedings involving challenges to property taxes and governmental special assessments; (4) counterclaims brought by the Association in proceedings instituted against it; (5) proceedings brought by the Association to compel the parties to follow the dispute resolution process required by this Article D{; or (6) proceedings brought by the Association to enforce awards granted pursuant to this Article IX. b. Rights to Notice and Opportunity to Cure. Prior to the Association or any Owner commencing any proceeding to which Developer and/or the Principal Builder is a party, including but not limited to an alleged defect of any improvement, Developer and/or the Principal Builder shall have the right to be heard by the Owner or the Association and the right to access, inspect, correct the condition of, or redesign any portion of any improvement as to which a defect is alleged or otherwise correct the alleged dispute. C. Notice. Any Bound Parry having a Claim ("Claimant") against any other Bound Party ("Respondent") (the Claimant and the Respondent referred to herein individually, as a "Party," or, collectively, as the "Parties") shall notify each Respondent in writing (the "Notice"), stating plainly and concisely: (1) the nature of the Claim including all entities involved and Respondent's role in the Claim; (2) the legal basis of the Claim (i.e., the specific authority out of which the Claim arises); (3) the proposed remedy; (4) the name and, if known, the address and telephone number of each individual likely to have information relevant to the Claim; Page 20 (5) a copy of, or description by category and location of, any document in the Claimant's possession, custody or control, relevant to the Claim; (6) a computation by any category of damages claimed by Claimant, including a copy of all documents on which the damages are based; and (7) the fact that Claimant will meet with Respondent to discuss in good faith ways to resolve the Claim. d. Negotiation and Mediation. (1) The Parties shall make every reasonable effort to meet in person within 30 days of the date of the Notice and confer for the purpose of resolving the Claim by good faith negotiation. If requested in writing by either Party, accompanied by a copy of the Notice, the Board may appoint a representative to assist the Parties in negotiation, provided the Association is not a Party. (2) If the Parties do not resolve the Claim within 30 days after the date of the Notice (or within such other period as may be agreed upon by the Parties) ("Termination of Negotiations"), Claimant shall have 30 days to submit the Claim to mediation under the auspices of the American Arbitration Association ("AAA") in accordance with the AAA's Commercial or Construction Industry Mediation Rules, as appropriate. (3) If Claimant does not submit the Claim to mediation within such time, or does not appear for the mediation, Claimant shall be deemed to have waived the Claim, and Respondent shall be released and discharged from any and all liability to Claimant on account of such Claim, provided nothing herein shall release or discharge Respondent from any liability to any person other than the Claimant. (4) Any settlement of the Claim through mediation shall be documented in writing by the mediator and signed by the Parties. If the Parties do not settle the Claim within 30 days after appointment of the mediator, or within such other time as determined by the mediator or agreed to by the Parties, the mediator shall issue a notice of termination of the mediation proceedings ("Termination of Mediation"). The Termination of Mediation notice shall set forth that the Parties are at an impasse and the date that mediation was terminated. Each Party shall bear its own costs of the mediation, including attorneys' fees, and each Party shall share equally all charges rendered by the mediator. If the Parties agree to a resolution of any Claim through negotiation or mediation in accordance with this Section 3.d and any Party thereafter fails to abide by the terms of such agreement, then any other Party may file suit or initiate arbitration proceedings to enforce such agreement without the need to again comply with the procedures set forth in this Section 3.d. In such event, the Party taking action to enforce the agreement shall be entitled to recover from the non - Page 21 complying Party, or if more than one non -complying Party, from all such Parties pro rata, all costs incurred in enforcing such agreement, including, but not limited to, attorneys' fees and court costs. e. Binding Arbitration. (1) Upon Termination of Mediation, Claimant shall thereafter be entitled to initiate final, binding arbitration of the Claim under the auspices of the AAA in accordance with the AAA's Commercial or Construction Industry Arbitration Rules, as appropriate. Such claims shall not be decided by or in a court of law. Any judgment based upon the award rendered by the arbitrator may be entered in and enforced by any court having jurisdiction over such Claim. If the claimed amount exceeds $250,000, the dispute shall be heard and determined by three arbitrators. Otherwise, unless mutually agreed to by the parties, there shall be one arbitrator. Arbitrators shall have expertise in the area(s) of dispute, which may include legal expertise if legal issues are involved. (2) Each Party shall bear its own costs and expenses, including, but not limited to, filing fees, and a share of the arbitrator and administrative fees of arbitration as determined by the arbitrator(s). Notwithstanding the foregoing, if a Party unsuccessfully contests the validity or scope of arbitration in a court of law, the non -contesting party shall be awarded reasonable attorneys' fees and expenses incurred in defending such contest. All decisions respecting the arbitrability of any Claim shall be decided by the arbitrator(s). (3) The award of the arbitrator(s) shall be accompanied by detailed written findings of fact and conclusions of law. Except as may be required by law or for confirmation of an award, neither a Party nor an arbitrator may disclose the existence, content or results of any arbitration hereunder without the prior written consent of all Parties. (4) The arbitrator(s) shall have no authority to award any damages, whether denominated special, consequential, exemplary or punitive, that are not measured by the Claimant's actual out-of-pocket loss. Section 4. Amendment of Article IX. Without the express written consent of the Developer and the Principal Builder, this Article IX may not be amended for a period of twenty years from the date this Declaration is recorded. MR00141W ADDTI'IONAL RIGHTS OF MORTGAGEES Section 1. Notice of Meetings. The holder of any mortgage of record against any Homesite (excluding those Homesites owned by the Developer during the time of such ownership), upon written notice to the Association advising it of such mortgage interest and its mailing Page 22 address, shall be given written notice by the Association of all regular and special meetings of the Owners and of the Board; but failure to give such notice to any or all such mortgagees shall not invalidate or affect, in any way, such meeting, if otherwise duly called and held. Section 2. No Suspension of Rights. Any voting rights which are suspended as to any Owner and that Owner's employees, licensees, invitees, tenants and guests, pursuant to this Declaration, or pursuant to the By -Laws of the Association, shall not be suspended as to any mortgagee or other person who becomes an Owner by virtue of mortgage foreclosure or by any transfer of title in lieu of foreclosure, because of any default or failure of the prior Owner. Section 3. Notice of Defaults. The holder of any mortgage of record against any Homesite (excluding those Homesites owned by the Developer during the time of such ownership), upon written request given by the holder of such mortgage to the Association advising the Association of such mortgage interest and its mailing address, shall be given written notice by the Association of all defaults of the Owner of the Homesite upon which such mortgage is a lien, then or thereafter existing, in fulfilling his obligations under this Declaration or the By -Laws of the Association; but the defaults set out in such notice shall not be conclusive on the Association, and the Association shall have the right to enforce all claims against such Owner for all defaults of such Owner whether or not notice thereof is given to the holder of such mortgage. Section 4. Copy of Budget. The holder of any mortgage of record against any Homesite (excluding those Homesites owned by the Developer during the time of such ownership), upon written request given by the holder of such mortgage to the Association advising the Association of such mortgage interest and its mailing address, shall be sent a copy of the proposed annual budget of the Association at least fifteen (15) days prior to the meeting at which such proposed annual budget is to be considered, and the holder of such mortgage shall be entitled to raise objections to and comments upon such proposed annual budget at such meeting or otherwise; but failure to send such copy to any or all such mortgagees shall not invalidate or affect, in any way, such proposed annual budget or any action taken with respect thereto, nor shall any objection or comments by any such mortgagees with respect to such proposed annual budget be binding upon the Association. ARTICLE XI GENERAL PROVISIONS Section 1. Enforcement. The Developer, the Principal Builder, the Association, or any Owner or any mortgagee of record, shall have the right to enforce this Declaration by proceedings at law or in equity. Failure by any person or governmental authority to enforce any provision of this Declaration shall not be deemed a waiver of the right to do so thereafter. Section 2. Severability. Invalidation of any provision of this Declaration by judgment or court order shall in no way affect any other provisions, which shall remain in full force and effect. Section 3. Duration. This Declaration shall run with and bind the Homesites and the Common Areas for a term of thirty (30) years from the date this Declaration is recorded, after Page 23 which time this Declaration shall be automatically renewed for successive periods of ten (10) years each. Section 4. Amendment. This Declaration may be amended by an instrument signed by the Owners owning at least 60% of the Homesites and any such amendment need not be signed by the holders of any mortgages on any Homesites. Each amendment must be recorded with the County Recorder and/or Registrar of Titles, as appropriate. Section 5. Notices. Any notice required to be sent to any Owner under the provision of this Declaration shall be deemed to have been properly sent when mailed postage prepaid to the last known address of the person who appears as Owner in the records of the Association at the time of such mailing and to the occupant of the address of the Owner's Homesite, if it is a different address. Section 6. Captions. The title of this instrument and the captions of the articles, sections and subsections hereof are for convenience of reference only. Section 7. No Trust Created. No trust is created by this Declaration or by the conveyance of Common Areas to the Association. No charitable purpose is served by this Declaration. This Declaration is for the private use and benefit of the Owners and not for any public use, benefit or purpose. Section 8. Annexation. No future development area and no additional real estate are planned for annexation into the Community. In order to annex additional land into the Community, this Declaration must be amended. Page 24 IN WITNESS WHEREOF, the Developer has executed this Declaration as of the day and year first above written. DEVELOPER: PLOWSHARES DEVELOPMENT, LLC By Todd M. Sunning, Clu f manager . STATE OF MINNESOTA LISA MAE FAILS _ `` NOTARY PUBLIC ss• MINNESOTA COUI NTYOF&Oor•.:`,' MY commission Expires Jan.31.2011 The foregoing instrument was acknowledged before me this I day of 2006, by Todd M. Simning, Chief Manager of Plowshares Development, LLC, a Minnesota limited liability company, on behalf of the limited liability company. NVu�P�ublic Page 25 IN WITNESS WHEREOF, the Developer has executed this Declaration as of the day and year first above written. PRINCIPAL BUILDER: STATE OF MINNESOTA COUNTY OF HENNEPIN I SS. [iI MISIMIZEK9)2706)A.14t1(6L1 By: ji &- . David A. Hinners Its Vice President The foregoing instrument was acknowledged before me this � day of , 2006, by David A. Hinners, Vice President of U.S. Home Corporation, a Deleware orporation, on behalf of the corporation. CAROLE L TOOHEY NOTARY PUBLIC - MINNESOTA My Conxriesim Expires Jan. 31, 2W7 Notary Public l Page 26 CONSENT OF MORTGAGEE Lakeland Construction Finance, LLC, a Minnesota limited liability company, as mortgagee of the Community, hereby consents to the foregoing Declaration and agrees to be bound by it. LAKELAND CONSTRUCTION FINANCE, LLC, a Minnesota limited liability company By: Its: STATE OF MINNESOTA ) ) ss COUNTYOF ) The foregoing instrument was acknowledged before me this, thday of 8*f , 1 , 2006, by-2p6,+ -J-MA A CO( the C1 rf fig, 6ffick-of Lakeland Construction Finance, LLC, a Minnesota limited liability company, on behalf of the limited liability company. �-- jtiti&A,_U 9YUAAd--.1 MAK. MARDEN 2 yt _ Notary Public Minnesota - Cam�sim Etpe3 Jaua�y 31, 20C9 Page 27 February 28, 2006 CITY 6F CAMSEN Mr. Matt Goldstein, AICP Minnesota Land Division 7700 Market Boulevard Serving Lundgren Bros, Orrin Thompson & Lennar PBox Chanhassen, MNN 55317 935 East Wayzata Boulevard � Wayzata, MN 55391 Administration Phone: 27.11100 Fax: 952.227.1110 Re: Pinehurst 2°d Addition — Planning Case 06-07 g Building Inspections Dear Mr. Goldstein: Phone: 952.227.1180 Fax 952.227.1190 This letter is to confirm that on February 27, 2006, the Chanhassen City Council Engineering approved the preliminary plat and final plat creating 41 lots and one outlot with Phone:952.227.1160 variances for the use of two private streets, plans prepared by Westwood Fax: 952.227.1110 Engineering Services, Inc., dated revised January 5, 2006, for Pinehurst 2od Addition Finance subject to the following conditions: Phone: 952.227.1140 Fax: 952.227 1110 1. A final grading plan and soils report must be submitted to the Inspections Park & Recreation Division before building permits will be issued. The soils report must have a lot Phone 952 227.1120 conversion table identifying how the test results from the original subdivision Fax: 952.227.1110 correlate to the new lot descriptions. Recreation Center 2310 Coulter Boulevard Phone:952.227.1400 2. The applicant shall create a Homeowners Association to take responsibility for Fax:952.227.1404 the retaining walls that cross property lines and maintain them. Planning A Natural Resources 3. The developer must ensure that the soils under all revised building pads meet the Phone: 952.227.1130 required densities. Fax: 952.227.1110 Public Works 4. The water service curb stops must be removed and spot liners must be installed 1591 Park Road in the sanitary sewer services in Manchester Drive (one sewer and one water Phone:952.227.1300 service) and in front of Lot 5, Block 1, Pinehurst 2°d Addition (one sewer and Fax 952.227.1310 one water service at Station 1+07), Senior Center Phone:952.227.1125 Two signed mylar copies of the final plat shall be submitted to our office for Fax: 952.227.1110 signatures along with the signed first amendment to the development contract. Web site Two 1"=200' scale mylar reductions of the final plat and one 1 "=200' scale mylar www.d.chanhassennn.us reductions of the final plat with just street names and lot and block numbers shall be submitted. In addition, a digital copy in .dxf format and a digital copy in .tif format (pdf compatible) of the final plat shall be submitted. You will also need to replace the street signs for Chestnut Lane. Please contact our street department at(952) 474-1987. SCA"Eo The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gieal place to live, work, and play. Mr. Matt Goldstein February 28, 2006 Page 2 of 2 The City will submit all the necessary documents to Carver County for recording of the subdivision. If you have any questions or need additional information, please contact me at (952) 227-1131. Since Robert Generous, AICP Senior Planner c: Plowshares Development cc: Alyson Fauske, Assistant City Engineer Steve Torell, Building Official g.Nplan12006 planning case \06-07 pinehmt replat\approval letter.doc Page I of 4 Generous, Bob From: Maft.Goldstein@Lennar.com Sent: Wednesday, February 22, 2006 2:07 PM To: Generous, Bob Cc: nathan.Franzen@plowsharesdevelopment.com;tim.larkin@telecomalliance.net Subject: RE: Pinehurst - Hemlock Lane 2 In order of preference, here are our suggestions for the alternate to the "Hemlock" in Hemlock Lane: ma ype of oak) Chestnut Aspen I see that none of these three with the suffix "Lane" are in the public parcel search database on Carver County's website. If none of these are agreeable, we suggest these, again in order of preference: Evergreen Willow Hickory Beech Poplar Balsa Rosewood Redwood Please let me know which of these options work best for the City. I've left a message for Mr. Larkin on his cell phone and copied him on this e-mail. Matt "Generous, Bob" <bgenerousa'cLchanhassen.mn.us> To cMatt.Goldstein ®Lennaccom> cc "Aanenson, Kate"<kaanenson@ci.chanhassen.mn.us>, "Gerhardt, Todd" 02/22/2006 06:39 AM<terhardt®ci.chanhassen.mn.us>,'Torell, Steve" <slorell@ci.chanhassen.mn.us>,'Littfin, Mark" <mlittfin ® ci.chanhassen.mn.us> Subject RE: Pinehurst - Hemlock Lane We will change the street name. What name does Lundgren Bros or Plowshares want? You may want to run it 2/22/2006 Page 2 of 4 by Tim Larkin. Let me know by the end of the day (Weds. 2/22/06) of an acceptable name so I can run it by the Fire Marshal and Building Official. I will then prepare the resolution to institute the name change. Bob -----Original Message ----- From: Matt. Goldstein@Lennar.com[mailto:Matt.Goldstein@Lennar.com] Sent: Tuesday, February 21, 2006 2:26 PM To: Generous, Bob Subject: Fw: Pinehurst - Hemlock Lane Bob, here is my correspondence with Mr. Larkin. Matt ---- Forwarded by Matt Goldslein/WAYZATA/CENT/Lennar on 02/21/2006 02:23 PM ---- Matt Goldstein/WAYZATA/CENT/Lennar To mm Larkin' cttm.larkm@telecomalliance.net> 02/09/2006 04:55 PM cc Subject RE: Pinehurst - Hemlock LaneL.lnk Tim, You have the same information that I have. I'm sorry that this request wasn't easier to honor. Please let me know if there are any other questions that I can address for you or your neighbors. Matt Goldstein, AICP Minnesota Land Division Serving Lundgren Bros, Orrin Thompson & Lennar 935 East Wayzata Boulevard Wayzata, MN 55391 Direct: 952.249.3034 Fax: 952.473.7401 Cell: 952.221.8087 matt.goldstein@lennar.com "Tim Larkin" dim.larkin@telecomalliance.net> To <Matt.Goldstein®Lennar.com> 02/09/2006 02:47 PM cc Subject RE: Pinehurst - Hemlock Lane 2/22/2006 Page 3 of 4 Matt: I'm confused about this. Bob G. encouraged me to discuss this with you and now says it can't be done?? I'll contact him. Thanks for your willingness to help me. ---Tim -----Original Message ----- From: Matt.Goldstein@Lennar.com [mailto:Matt.Goldstein@Lennar.com] Sent: Wed 2/8/2006 2:54 PM To: Tim Larkin Cc: Subject: Fw: Pinehurst - Hemlock Lane Mr. Larkin, It appears that it will be quite difficult to change the name of Hemlock Lane based upon the staff comments below. I think that it would be best if the street name remained as it is. You are welcome to contact me if there are other questions or concerns that I might address. Matt Goldstein, AICP Minnesota Land Division Serving Lundgren Bros, Orrin Thompson 6 Lennar 935 East Wayzata Boulevard Wayzata, MN 55391 Direct: 952.249.3034 Fax: 952.473.7401 Cell: 952.221.8087 matt.goldstein@lennar.com Forwarded by Matt Goldstein/WAYZATA/CENT/Lennar on O2/08/2O06 02:52 PM 'Generous, Bob- <bgenerous@ci.chanhassen.mn.us> 02/01/2006 04:02 PM To <Matt.Goldstein@Lennar.com> cc •Fauske, Alyson• <afauske@ci.chanhassen.mn.us>, 'Torell, Steve" <storell@ci.chanhassen.mn.us, Subject RE: Pinehurst - Hemlock Lane Matt• The name change would have to be approved by City Council. It does not directly affect your plat since the streets were all platted as part of the original subdivision. However, all your marketing information would have to be revised to incorporate the change. We would need a formal request to initiate the process. City staff does not support the name change. we have to change our files, notify all other agencies who have to change their records as well, change street signs, maps etc. Additionally, the city would have to notify the Postal Service, police and fire agencies and property owner abutting the road regarding the change. Bob -----Original Message ----- From: Matt. Goldstein@Lennar.com [mailto: Matt. Golds tein@Lennar. com] Sent: Wednesday, February 01, 2006 2:37 PM To: Generous, Bob Subject: Pinehurst - Hemlock Lane Bob, I just spoke with Tim Larkin of 2450 Crestview Drive. We have no objection to changing the name Of Hemlock Lane. My only concern is if such a change might trigger other requirements or cause our new plat to be out of compliance. Do you have everything that you need from Westwood? Matt 2/22/2006 Page 4 of 4 2/22/2006 • • 3b CITY OF CIIANNSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952,227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227,1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952,227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone:952.227,1400 Fax: 952.227,1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952227.1300 Fax:952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us MEMORANDUM TO: FROM: DATE: SUBJ: Todd Gerhardt, City Manager Bob Generous, Senior Planner �7 tD aT February 27, 2006 Pinehurst 2"d Addition Preliminary and Final Plat Planning Case 06-07 EXECUTIVE SUMMARY The developer is proposing a 41-lot single-family residential subdivision, which re - plats a 434ot subdivision of the property (Pinehurst). The replat is necessary due to the developer changing the type of housing being proposed for the site. As part of the subdivision, the applicant is continuing the request of the use of two private streets at the western end of the development. With the exception of some storm drainage improvements, all other public improvements are in place. Concurrent with this re -plat, the applicant is vacating all the drainage and utility easements within Pinehurst Addition. ACTION REQUIRED City Council approval requires a majority of City Council present. PLANNING COMMISSION SUMMARY The Planning Commission held a public hearing on February 7, 2006, to review the proposed development. The Planning Commission voted 6 to 0 to approve the proposed project subject to the conditions of the staff report. RECOMMENDATION Staff and the Planning Commission recommend adoption of the following motion: "The Chanhassen City Council approves the preliminary plat and final plat creating 41 lots and one outlot with variances for the use of two private streets, plans prepared by Westwood Engineering Services, Inc., dated revised January 5, 2006, for Pinehurst 2"d Addition subject to the following conditions: 1. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. The soils report must have a lot conversion table identifying how the test results from the original subdivision correlate to the new lot descriptions. 2. The applicant shall create a Homeowners Association to take responsibility for the retaining walls that cross property lines and maintain them. Nt7AINM The City of Chanhassen 9 A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gieal place to live, work, and play. Mr. Todd Aardt • Pinehurst 2°d Addition February 27, 1006 Page 2 3. The developer must ensure that the soils under all revised building pads meet the required densities. 4. The water service curb stops must be removed and spot liners must be installed in the sanitary sewer services in Manchester Drive (one sewer and one water service) and in front of Lot 5, Block 1, Pinehurst 2nd Addition (one sewer and one water service at Station 1+07)." ATTACHMENTS 1. Reduced Copy Final Plat. 2. Planning Commission Staff Report Dated February 7, 2007. gAplaa\2006 planning cases\06-07 pinehursl repla6execuuve summary.dm F CITY OF RECEIVED SSEN FEB 1 4 2006 CHANHASSEN PLANNING DEPT P/NEHURST 2ND ADDITION -+ Y�zi= z. =: bw� b b wffsrw000 .1 0 SCANNED Laa CO uj Im rn o CD _� o z r Zui ' mms UU y Z °¢ W w � a x U L J CITY OF CHANHASSEN RECEIVED FEB 1 4 2006 CHANHASSEN PLANNING DEPT I P/NEHURS T 2ND ADDITION p T No NO. R." I I I \t RED, � I \\ 8 L I 1 czaIrf �:.11 WillS I I XElN!/!S I I DOE fa>ans 1 I WESTWOOD • I •I STAFF REPORT PROPOSAL: PINEHURST 2°d ADDITION: Request for Preliminary and Final Plat approval to subdivide property into 41 lots and 3 outlots with Variances for the use of private streets; and the Vacation of drainage and utility easements within the previous plat for the property. This property is being replatted from 43 to 41 lots to accommodate larger house plans. LOCATION: Pinehurst Drive and Galpin Boulevard 0e' APPLICANT: Lennar Corporation (Lundgren Bros. Construction, Inc.) 935 E. Wayzata Blvd. Wayzata, MN 55391 (952) 249-3034 PRESENT ZONING: Single -Family Residential (RSF) district 2020 LAND USE PLAN: Residential — Low Density (net density range 1.2 — 4.0 units/acre) ACREAGE: 24 acres DENSITY: gross: 1.71 units/acre; net: 2.08 units/acre SUMMARY OF REQUEST: PINEHURST 2°d ADDITION: Request for Preliminary and Final Plat approval to subdivide approximately 24 acres into 41 lots and 3 outlots with Variances for the use of private streets on property zoned Single -Family Residential (RSF) district; and the Vacation of drainage and utility easements located at Pinehurst Drive and Galpin Boulevard. Notice of this public bearing has been mailed to all property owners within 500 feet. LEVEL OF CITY DISCRETION IN DECISION -MAKING: The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the Subdivision Regulations and Zoning Ordinance. If it meets these standards, the City must approve the preliminary plat. This is a quasi judicial decision. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Subdivision Regulations for a variance. The City has a relatively high level of discretion with a variance because the applicant is seeking a deviation from established standards. This is a quasi-judicial decision so mwo Location Map Pinehurst Replat City of Chanhassen Planning Case No. 06-07 Subject Site SCANNED Pinehurst 2°a Addition • • Planning Case No. 06-07 February 7, 2006 Page 2 of 8 PROPOSAUSUMMARY Request for Preliminary and Final Plat approval to subdivide approximately 28 acres into 41 lots and 3 outlots with variances the use of private streets on property zoned Single -Family Residential (RSF) district; and the Vacation of drainage and utility easements within the existing plat for Pinehurst. The developer is proposing a 41-lot single-family residential subdivision, which replats a 434ot subdivision of the property. The replat was necessitated due to the developer changing the type of housing being proposed for the site. As part of the subdivision, the applicant is continuing the request of the use of two private streets at the western end of the development. These private streets permit the developer to preserve significant areas of woodland. The use of the private street meets the requirements of the subdivision ordinance for approving private streets. The plan being reviewed complies with the zoning ordinance requirements. The site is located north of the Woodridge Heights development, a 46-unit single-family development (net density 1.67 units per acre), and east of Brenden Pond, a 21-unit single family development (net density 1.68 units per acre). To the north are Minnetonka West Junior High and an older neighborhood. Hemlock Lane was extended to the northerly property line and with the development of the Crestview Addition, which was subdivided into five lots, was connected to Crestwood Dive. Water and sewer service were extended to the southerly property line with the development of Woodridge Heights. This proposed development extended water and sewer service to the northerly property line as well as looping the water back to Galpin Boulevard. A trail is located on the west side of Galpin Boulevard. Sidewalks will be included on all the public streets within the development. A trail connection to the school site is located at the end of Pinehurst Drive. The site's high point with an elevation of 1070 is located in the north -central portion of the property. From there, it falls east to an elevation of 1034, south to an elevation of 1020 and west to an elevation of 1020. There is a drainage ravine and wetlands located in the western portion of the site, which has been donated to the city for permanent open space. The site consists of significant areas of woodlands located primarily on the western portion of the property. Staff is recommending approval of the development subject to the conditions of approval. APPLICABLE REGUATIONS Chapter 18, Subdivisions Chapter 20, Article Xll, RSF Single -Family Residential District The easterly 13.5 acres of the property was subdivided into two lots as part of the Old Slocum Tree Farm Addition on April 6, 1987, with lot areas of 4 and 9.5 acres. The rear 14.12 acres were required to be attached to Lot 2, Block 1, Old Slocum Tree Farm as a condition of the plat approval. At that time, the property was zoned RI a, Agricultural residence. Pinehurst 2 A Addition • ' Planning Case No. 06-07 February 7, 2006 Page 3 of 8 On January 10, 2005, the Chanhassen City Council approved the following: Rezoning of the 27.62 acres located within the Pinehurst subdivision from Rural Residential (RR) to Single -Family Residential (RSF); And Preliminary plat for Pinehurst Addition with a variance for the use of private streets. On March 14, 2005, the Chanhassen City Council approved the following: Final Plat for Pinehurst Addition creating 43 lots, 2 outlots and associated right-of-way for public streets. STREETS/ACCESS The streets for the development remain as approved and constructed as part of the Pmehurst Addition. LANDSCAPING/TREE PRESERVATION The proposed plan complies with the previously reviewed and approved landscaping and tree preservation plan. Such plan shall remain in effect for Pinehurst 2"d Addition. GRADING/DRAINAGE The proposed lot reconfiguration will not necessitate significant grading. The developer must ensure that the soils under all revised building pads meet the required densities. The construction plans must be revised to reflect the new lot and block numbers. Staff does not recommend the relocation of the storm sewer pipe in Lot 22, Block 1 to the property line because relocation would result in the installation of three storm sewer manholes on Lot 22 and there would be several turns in the storm sewer. Given that this storm sewer is 24-inches in diameter, capacity of the pipe would be compromised given the volume of water flowing through the pipe and the number of turns required before discharging through the flared end section. The developer is also proposing to keep the existing storm sewer alignment through Lot 4, Block 2. Staff does not recommend the relocation of this pipe either since three manholes would have to be installed on Lot 4 in order to realign the storm sewer. STORM WATER MANAGEMENT Wetland buffer widths of 16.5 feet to 20.0 feet shall be maintained around all wetlands on -site. 0 0 Pinehurst 2°d Addition Planning Case No. 06-07 February 7, 2006 Page 4 of 8 All structures shall maintain a 40-foot setback from wetland buffer edges. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (maximum time an area can remain unvegetated when area is not actively being worked Steeper than 3:1 7 Days 10:1 to 3:1 14 Days Flatter than 10:1 21 Days These areas include constructed storm water management pond side slopes, any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet temporary or permanent drainage ditch or other man made systems that discharge to a surface water. Daily scraping and sweeping of public streets shall be completed any time construction site soil, mud, silt or rock is tracked or washed onto paved surface or street that would allow tracked materials or residuals of that material to enter the storm water conveyance system. Construction site access points shall be minimized to controlled access points with rock entrance and exit pads installed and maintained throughout construction. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff -Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase H Construction Permit), Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. EASEMENTS The developer will be replatting all standard drainage and utility easements surrounding individual lots. The developer proposes to relocate the storm sewer between proposed Lots 5 and 6, Block 1 so that the storm sewer will lie along the proposed new side property line. A 20-foot wide drainage and utility easement will be platted over this storm sewer segment. The developer proposes to keep the existing sanitary sewer line on proposed Lot 22, Block 1 (shown as Lot 22, Block 2 on Sheet 10 of the construction plans). The proposed drainage and utility easement over this pipe is about 34 feet wide. Staff recommends that the easement width be • 0 Pinehurst 2°d Addition Planning Case No. 06-07 February 7, 2006 Page 5 of 8 reduced to approximately 24 feet wide so that the easement lays only 10-feet east of the storm sewer. COMPLIANCE TABLE Area (square feet Frontage feet Depth feet Setback feet Code 15,000 90,100 on private street 125 Front - 30, side -10, rear - 30, wetland buffer - 40 Lot 1, Block 1 18,000 102 139 30, 10, 30, na Lot 2, Block 1 18,002 110 135 30, 10, 30, na Lot 3, Block 1 18,532 104 157 30, 10, na, na Lot 4, Block 1 20,478 251 129 30, 10, na, na Lot 5, Block 1 18,434 121 187 30, 10, 30, na Lot 6, Block 1 18,000 113 186 30, 10, 30, na Lot 7, Block 1 18,278 56 @ 138 30, 10, 30, na Lot 8, Block 1 18,008 53 @ 135 30, 10, 30, na Lot 9, Blockl 27,440 123 332 30,10, 30, 40 Lot 10, Block 1 30701 112 307 30,10, 30, na Lot 11, Block 1 23,901 92 272 30, 10, 30, na Lot 12, Blockl 19,619 95 252 30, 10, 30, na Lot 13, Block 1 19,088 101 179 30, 10, 30,na Lot 14, Block 1 34,000 184 208 30, 10, 30, 40 Lot 15, Block 1 33,690 136 194 30, 10, 30, 40 Lot 16, Block 1 25,886 100 203 30, 10, 30, na Lot 17, Block 1 21,287 90 176 30, 10, 30, na Lot 18, Block 1 21,354 90 197 30, 10, 30, na Lot 19, Block 1 18,699 90 178 30, 10, 30, na Lot 20, Block 1 18,538 90 176 30, 10, 30, na Lot 21, Block 1 18,000 95 159 30, 10, 30, na Lot 22, Block 1 18,001 113 138 30, 10, 30, na Lot 23, Block 1 19,786 109 266 30,10, 30, na Lot 24, Block 1 20,222 126 266 30, 10, 30, na Lot 25, Block 1 21,275 102 239 30, 10, 30, na Lot 26, Block 1 19,745 140 238 30, 10, na, na Lot 1, Block 2 18,008 151 176 30, 10, 30, na Lot 2, Block 2 18,292 118 155 30, 10, na, na Lot 3, Block 2 18,125 98 157 30, 10, 30, na Lot 4, Block 2 18,134 121 141 30,10, 30, na Lot 5, Block 2 21,417 150 143 30,10, 30, na Lot 6, Block 2 21,438 1150 143 30,10, 30, na Lot 7, Block 2 18,669 133 142 30, 10, na na Lot 1, Block 3 19,711 90 138 30, 10, na na Lot 2, Block 3 18,349 141 130 30, 10, na na Lot 3, Block 3 22,373 178 143 30, 10, 30, na Pinehurst 2°d Addition • • Planning Case No. 06-07 February 7, 2006 Page 6 of 8 Area (square feet) Frontage (feet) Depth (feet) Setback (feet) Code 15,000 90,100 on private street 125 Front — 30, side —10, rear — 30, wetland buffer - 40 Lot 4, Block 3 21,819 58 @ 186 30, 10, 30, na Lot 5, Block 3 22,868 58 @ 189 30, 10, 30, na Lot 6, Block 3 18,977 66 @ 183 130, 10, 30, na Lot 7, Block 3 19,386 133 146 30,10, na, na Lot 8, Block 3 18,297 139 136 30, 10, na, na Outlot A 985 Storm water pipe ROW 186,437 Total 1,043,284 23.95 Acres Average Lot Size 20,899 @ Meets 90 foot width at the building setback on cul-de-sac. PRIVATE STREET FINDINGS In order to permit private streets, the city must find that the following conditions exist: (1) The prevailing development pattern makes it unfeasible or inappropriate to construct a public street. In making this determination, the city may consider the location of existing property lines and homes, local or geographic conditions and the existence of wetlands. (2) After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. (3) The use of the private street will permit enhanced protection of the city's natural resources including wetlands and forested areas. Finding: The two areas served by the private streets would be significantly negatively impacted if a public street were required. A public street through this area is not necessary for access to any of the surrounding parcels. The private streets permit the preservation of stands of trees as well as the preservation of the natural drainage area through the westerly portion of the site. RECOMMENDATION Staff recommends that the City Council adopt the following motion: The Chanhassen City Council approves the preliminary plat and final plat creating 41 lots and one outlot with variances for the use of two private streets, plans prepared by Westwood Engineering Services, hic., dated revised January 5, 2006, for Pinehurst 2°d Addition subject to the following conditions: Pinehurst 2°d Addition • • Planning Case No. 06-07 February 7, 2006 Page 7 of 8 2. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. The soils report must have a lot conversion table identifying how the test results from the original subdivision correlate to the new lot descriptions. 4. a 5. The applicant shall create a Homeowners Association to take responsibility for the retaining walls that cross property lines and maintain them. 6. The developer must ensure that the soils under all revised building pads meet the required densities. 7. , a a _. a Pinehurst 2nd Addition Planning Case No. 06-07 February 7, 2006 Page 8 of 8 13. G--m-io-, site --oopss points shall W I I, A ggg.-- 'o..ith F88je entrap 15. _ . 16. The water service curb stops must he removed and spot liners must be installed in the sanitary sewer services in Manchester Drive (one sewer and one water service) and inn front of Lot 5, Block 1, Pinehurst 2nd Addition (one sewer and one water service at Station 1+07)." ATTACHMENTS 1. Findings of Fact and Recommendation. 2. Development Review Application. 3. Letter to Bob Generous from Matt Goldstein dated January 6, 2006. 4. Reduced copy Preliminary Plat. 5. Reduced Copy Final Plat. 6. Reduced Copy Grading, Drainage and Erosion Control Plan Sheet 2 of 6. 7. Reduced Copy Grading, Drainage and Erosion Control Plan Sheet 3 of 6. 8. Reduced Copy Overall Utility Plan Sheet 5 of 14. 9. Public Hearing Notice and Mailing List. g1p1an\2006 planning cues\06-07 pinehurst replattstaff report Am 0 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Lennar Corporation for Preliminary Plat with Variances — Pinehurst 2"d Addition. Planning Case No. 06-07 On February 7, 2006, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Lennar Corporation for preliminary plat approval for 41 lots, three outlots and right-of-way for public streets with variances for the use of private streets. The Planning Commission conducted a public hearing on the proposed subdivision with variances preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Single -Family Residential District, RSF. 2. The property is guided in the Land Use Plan for Residential — Low Density. 3. The legal description of the property is: Lots 1 through 27, Block 1, Lots 1 through 8, Block 2 and Lots 1 through 8, Block 3, Pinehurst Addition. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city s comprehensive plan; C. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e. The proposed subdivision will not cause significant environmental damage; The proposed subdivision will not conflict with easements of record, but will dedicate all required easements; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 0 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off -site public improvements or support systems. 5. In order to permit private streets, the city must find that the following conditions exist: a. The prevailing development pattern makes it unfeasible or inappropriate to construct a public street. In making this determination, the city may consider the location of existing property lines and homes, local or geographic conditions and the existence of wetlands. Extension of a public street to serve the six homes on the west end of the site would significantly impact an environmental area on the property. b. After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. Public streets are not necessary to access the property to the west, which is currently developed with single-family homes and accessed via Brenden Court. C. The use of the private street will permit enhanced protection of the city's natural resources including wetlands and forested areas. The use of limited private streets preserves approximately 2.8 acres of woodlands. 6. VARIANCE FINDINGS — PRIVATE STREET a. The hardship is not a mere inconvenience, but provides a means for preserving natural features on site. b. The hardship is caused by the particular physical surroundings, shape or typographical conditions of the land. C. The conditions upon which the request is based are unique and not generally applicable to other property. d. The granting of the variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of the subdivision ordinance, the zoning ordinance and comprehensive plan. 7. The planning report #06-07 dated February 7, 2006, prepared by Robert Generous, et al, is incorporated herein. 2 The Planning Commission recommends that the City Council approve the preliminary plat with a variance for private streets. ADOPTED by the Chanhassen Planning Commission this 7th day of February, 2006. CHANHASSEN PLANNING COMMISSION ffW Its Chairman g:\plan\2004 planning ca m\04-36 - pinehm findings of fact pinehmtdoc Jan 06 06 12:18p Kro' s Companies 951&61.0833 p.2 6 44L.' r3.-r<lel CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: Lennar Corporation (Lundgren Bros Const ) 935 E. Wayzata Blvd. Wayzata, MN 55391 Contact: Matt Goldstein, AICP Phone:952.249.3034 Fax:952.473.7401 Email: matt.goldstein(U-Nennar.com Planning Case No. 0 (o - O7 CITY OF RECEIVEDCHANHASSEN JAN 0 6 2006 CHANHASSEN PLANNING DEPT Owner Name and Address: Plowshares Development, LLC 1851 Lake Drive West, Suite 550 Chanhassen, MN 55317 Contact: Nathan Franzen Phone: 952.361.0832 Fax:952.361.0833 Email: nathan.franzen(cDplowsharesdevelopment.com NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development - Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)* I21"� ? X Subdivision* F , Temporary Sales Permit X Vacation of Right-of-Way/Easements (VAC) X Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment k Notification Sign — $200 (City to install and remove) X Escrow for Filing Fees/Attomey Cost** - $.50.CUP/SPRNACNAR/WAP/Metes & Bounds - �50 minor SUB TOTAL FEE $ 2Jv(6S 'I —'CC _&551y1,3 An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 81/z" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. *"Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED _Jan 06 ❑6 12:18p KrOil s Companies 956P61.0833 p.3 PROJECT NAME: LOCATION: Galpin Boulevard at Pinehurst Drive LEGAL DESCRIPTION: Pinehurst Lots 1 through 27 inclusive Block 1: Lots 1 through 8 inclusive Block 2 and Lots 1 through 8. Block 3 Pinehurst Outlot A and Pinehurst Outlot B TOTAL ACREAGE: Approximately 28 acres WETLANDS PRESENT: X YES NO PRESENT ZONING: Single Family Residential (RSF) REQUESTED ZONING: Single Family Residential (RSF) PRESENT LAND USE DESIGNATION: _ Single family residential REQUESTED LAND USE DESIGNATION: Single family residential REASON FOR REQUEST: ReDlat of Pinehurst to remove two lots. The Pinehurst areas being affected by the reolat This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and 1 am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application, l will keep myself informed of the deadlines for submission of material and the progress of this application. 1 further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. Signature of Applicant Date �P-d'ti. 1-6O -6 of Feewner Signature ODate C:Zocunnents and Settings\Todd M. SimninalLocal SettlnGSkTefngafan/ Intennet File IOLK481PinehurstReolatAoolication1 2-22-05, DOC H ii dCANNED LUNDGREN A/ C'owyuJ January 6 2006 City of Chanhassen Bob Generous Senior Planner P.O. Box 147 Chanhassen, MN 55317 Re: Pinehurst Replat Application Dear Mr. Generous: RECEIVE® JAN 0 6 2006 CITY OF CHANHASSEN With this submittal the Lundgren brand of the Lennar Family of Builders requests review and approval of the replat of the Pinehurst community. This submittal includes the updated development plan set, our application and fee, and a lot tabulation. The purpose of this request is to remove two homesites (lots) and move some lot lines to accommodate our new Masterpiece series of homes. This series has our largest and most luxurious homes, which are necessary to be built in the "upper bracket" price range due to the high land cost in Pinehurst. The footprints alone range from about 3000 to 4000 square feet, so the impervious surface regulations are a critical component to this neighborhood. We would prefer to receive a variance from the 25% impervious surface maximum in the approved Pinehurst PUD. However, we understand that staff currently does not support impervious variances and the Code does not permit providing credit for the use of rain gardens, rain barrels, individual below -grade surface water storage systems, pervious block or site -by -site solutions impervious mitigation techniques. Building smaller, less expensive homes is not economically feasible in Pinehurst. These plans reflect preliminary staff comments from pre -application meetings and discussions. Only minor changes have been made to the development plans as described in the Westwood transmittal letter. We anticipate that this submittal is complete and suitable for public review. Please contact me with comments, questions, or concerns. Thank you for your assistance. Respectfully submitted, 4zxtr- Matt Goldstein, AICP Minnesota Land Division Serving Lundgren Bros, Orrin Thompson & Lennar Direct: 952.249.3034 Fax: 952.473.7401 Cell: 952.221.8087 matt.goldstein@lennar.com SCANNED 5545 Indian Mound East, Wayzata, MN 55391 • Telephone: 952-473-1231 • Fax: 952-473-7401 • www.lundgrentc.com P/NEHURS T 2ND ADDITION PRELIMINARY .OICI A41CI IY r18IIR411'iT u, Nevgfu Awpmw,, me. u «Mwu,c vMwntM. M •m. •, U. MbMp JwLN pmpnly ✓M1gl,e NMM, Carry vl Cpw. 5lel, o/ YNn,so l4 fo WF II wLaMlSirx�w ,Yiq roloo r wv�, I., Lw Camrn uFmmeafel r 1M1eup. 1.1 A Fdu,b•, v11WN mm.e w ,urn. ro e. w...ne •..a W. m rxN 1 zrlo Aawn-e � aeawya ..v,. -1..1. m were a were w e..w ra w..nwl. w awn m mb aar w M ww,. a,awr ..0 wo.wo.. awm,nwr. F., o uM,wmo .aaaoepn. nm •a,..e mw. pwwN ro e. ✓ww eY rc. pma .Mw mN_ay .r EW_. fLorniMe mnmpr, Mc oY VAN M A .vY Y. slmnbp Haber awn v •/ zaZ„ er reee ✓. sx.eFe, H.✓ewr er rp.Ma.. awmmat. 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Lew or ran, xY. {Jel nw a.. mH�•..e qY _ wY a ey rw.mw, v.a aa,y LdMM1 AWlM11 1 fuv we pia 1 nw e..r veb M kne euv0w m ui We Wem ul. ar e/ za¢J er vax Lmevn caw earner A. Q%MIY MLfWYR. Law Lbmr% YAn,nfv I eawY .afllY mvr qN plvr oI RXLXIMSr LR1 N'NrXYI w. M] mb � evY •/ XL2� ar o'NocY �Y ve Oo[umar Na By CwY W Xm,m J.. Lanr Lan fY M,aaM' M6SAM lY 11T4 aw Cane% uNnrary _ n'ootY IIY,yAar Oonnwr NRMNIM51 INp ApYPLN .m. M,e my eeY o/ Yam. el vs Ny Lm W. Mm,m J, Csw CanrY Pppba of Mlw CRVOFCHANHA99F4 RECEIVED /gr,.1�J�AN 2 6 2006 _� W�SEN PUNNING DET �Hw WESMOOD Hn/.ma.,N sae«. Mo. Fm , , ) ) �. � .• �� | %} .;`f`| PINEHURST 2ND ADDITION PRELIMINARY PaF . ..o.. — ..— . Sxu fro WESTWOOD - -- ---- ------------ --- I � I I i b I � 1 I -- ♦♦ d� j q j 1 ♦ Dal b 1 I \ \ rf e cm �"� ri '.J♦ c'�� i� E 1 c`S l- \ ?♦ cam.. \�— a;4' � \� ' ♦>. r♦\�� T p c fi:.5 NC. Jt I Lagmd MM mraucn ffW irLa —W— IIRI i.al �M— Fes— `— Plowshares Development, LLC GOPNEF STALE ONE EALL x�-xi-wov y.. rx n: i-xaxz-nx X Pinehurst I Overall Plan Pinehurst I Overall Plan 0 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on January 26, 2006, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Pinehurst 2nd Addition — Planning Case No. 06-07 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and swom to before me thisQphlday of�, 2006. 1 — I w Notary P lic KauVn J. E el ardt, 15eputy Clerk KIM T. MEUMSSEN Notary Public -Minnesota My Commission Expires Jan 31, 2010 SCANNED Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, February 7, 2006 at 7:00 p.m. Location: City Hall Council Chambers, 7700 Market Blvd. Request for Preliminary and Final Plat approval to subdivide Proposal: approximately 28 acres with Variances on property zoned Single -Family Residential (RSF) district; and the Vacation of drainage and utility easements — PINEHURST 2RD ADDITION Planning File: 06-07 Applicant: Lennar Corporation (Lundgren Bros. Construction, Inc. Property Pinehurst Drive and Galpin Boulevard Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Robert Generous at 952-227-1131 Questions & or e-mail bcenerous@ci.chanhassen.mn.us. If you choose to Comments: submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this Item will be available online at http://206.10.76.6/weblink7 the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercialllndustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokespersonlrepresentative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have, somethina to be included in the report, please contact the Planning Staff person named on the notification. Date & Time: Tuesday, February 7, 2006 at 7:00 p.m. Location: City Hall Council Chambers 7700 Market Blvd. Request for Preliminary and Final Plat approval to subdivide approximately 28 acres with Variances on property zoned Proposal: Single -Family Residential (RSF) district; and the Vacation of drainage and utility easements — PINEHURST 2ND ADDITION Planning File: 06-07 Applicant: Lennar Corporation (Lundgren Bros. Construction, Inc. Property Pinehurst Drive and Galpin Boulevard Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead 40 public hearing through the following steps: What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. If you wish to talk to someone about this project, please contact Robert Generous at 952-227-1131 Questions & or e-mail baenerous@ci.chanhassen.mn.us. If you choose to Comments: submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online at htto://206.10.76.6/weblink7 the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. Al the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the item and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciaVindustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokesperson/representative is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have somethina to be included in the report, lease contact the Planning Staff person named on the notification. Subject Site be used as one. This map is a compilation of records, information and dam located in various city, county, state and federal offcc , and other sources regarding the area shown, and is to be used for reference purposes only. The City does not mnant that the Geographic Information System (GIS) Data used 10 prepare this map are error tree, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring inading measurement of distance or direction or precision in Me depiction a geographic featuresd errors or discrepancies are found Please contact 952-227-1107_ The preceding disclaimer is provded pursuant to Minnesota Statutes §466.03. Subd. 21 (2000), and Me user of this map pCIMOWedges that the City shall not be liable for any damages, and etyressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all clans brought by User, its employees or agents, or Mind parties which arise out of Me users access or use of data provided. ISubject l Site Thic , naMnr a Imflly ru-nMcrl rron nry a c,.n.e.. a .e Mr nrw fn be used as one. This map is a compilation of rmor , information and data located in various city, county, state and federa offices and other sources regarding the area shown, and is to be used for reference purposes only. The any does non warrant that the Geographic Information System (GIS) Data used to prepare this map are error Tree, and Me Ciy does not represent Mat the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement ot distance or dire m or precision in Me depiction of geographic features. If mom or discrepancies are found Please contact 952-227-110T The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03. Solid. 21 (2000). and the user of this map acknoWedges that the City shall not he liable for any damages, and expressy waives M dams. and agrees to defend, indemnify, and hold harmless the Gry from any and all claim brought by User, its employees or agents, or third parties which arse out of Me users amass or use of data provided. 0 CAROL ASLESEN CHILD PATRICIA HELENE STAMP & KENNETH W & NANCY C EATO 6482 MURRAY HILL RD GORDON L STAMP 1950 WHITETAIL RIDGE CT EXCELSIOR, MN 55331 -8994 1960 WHITETAIL RIDGE CT EXCELSIOR, MN 55331 -9099 EXCELSIOR, MN 55331 -9099 RICHARD E & KAREN HERRBOLDT DOUGLAS V SCHROEDER BERNARD C JR & SANDRA BENZ 6464 MURRAY HILL RD PO BOX 625 2061 65TH ST W EXCELSIOR, MN 55331 -8994 CHANHASSEN. MN 55317 -0625 EXCELSIOR, MN 55331 -9006 WILLIAM C & JUDITH J ASHENBACH DANA F NICHOLSON & SCOTT G & LISA B CHRISTIAN 2041 65TH ST W DEBRA A PITTMAN 5500 MAPLE HEIGHTS RD EXCELSIOR, MN 55331 -9006 6500 GALPIN BLVD GREENWOOD, MN 55331 -6801 EXCELSIOR, MN 55331 -9013 WILLIAM V & NANCY M SWEARENGIN MICHAEL J STACHOWSKI BRUCE A & JEAN A MATTSON TRUSTEES OF FAMILY TRUST 2050 CRESTVIEW DR 2020 CRESTVIEW DR 635 CLEARVIEW AVE S EXCELSIOR, MN 55331 -8007 EXCELSIOR, MN 55331 -8007 MESA, AZ 85208 -1922 KRISTIN F PAUL TROY PAPPAS & CHARLES C HICKS & 1941 WHITETAIL RIDGE CT KARI A BRACKELSBERG VICKY R SHERMAN EXCELSIOR, MN 55331 -9099 1961 CRESTVIEW CIR 1941 CRESTVIEW CIR EXCELSIOR. MN 55331 -8006 EXCELSIOR, MN 55331 -8006 RICHARD A & JUDITH LINDELL DENNIS M & JOAN E CLARK CHARLES R & KATHLEEN J MOWREY RENO R LINDELL 6651 HAZELTINE BLVD 6610 BRENDEN CT B433 39TH AVE N EXCELSIOR, MN 55331 -8039 CHANHASSEN, MN 55317 -7560 NEW HOPE, MN 55427 -1120 JOHN A & DEBORAH S MASCHOFF MARK CONRAD GREGERSON DAVID L & HOLLY J JESSEN 6613 BRENDEN CT 6633 BRENDEN CT 6618 BRENDEN CT CHANHASSEN, MN 55317 -7560 CHANHASSEN , MN 55317 -7560 CHANHASSEN , MN 55317 -7560 BRECK O & MARLIESE JOHNSON PAUL J & KRISTI L BORCHERT WILLIAM O & KRISTEN K FLANAGAN 6621 GALPIN BLVD 6636 BRENDEN CT 6653 BRENDEN CT EXCELSIOR, MN 55331 -8022 CHANHASSEN. AN 55317 -7560 CHANHASSEN, MN 55317 -7560 MICHAEL L & AMY C DEGENEFFE DAN V & CYNTHIA M SEEMAN STEVEN W & W ENDY LAM BURESH 6654 BRENDEN CT 6673 BRENDEN CIR 6651 GALPIN BLVD CHANHASSEN, MN 55317 -7560 CHANHASSEN, MN 55317 -7560 EXCELSIOR, MN 55331 -8022 THOMAS & MARY KUHN JOSEPH R COOK & ERIC M & PATRICIA E BURDON 6693 BRENDEN CT KATHLEEN L HUNTINGTON 6690 BRENDEN CT CHANHASSEN, MN 55317 -7560 6672 BRENDEN CT CHANHASSEN, MN 55317 -7560 CHANHASSEN, MN 55317 -7560 171 KIMBERLY K GOERS DON W & CHRISTINE A ANTHONY BRADLEY D HIMLE 6709 BRENDEN CT 6700 BRENDEN CT 6681 GALPIN BLVD CHANHASSEN , MN 55317 -7570 CHANHASSEN . MN 55317 -7570 EXCELSIOR. MN 55331 -8022 LESTER A COYER & JOHN F & MARIELLEN WALDRON GESTACH & PAULSON CONSTRUCTION ANNETTE D MCEWAN-COYER 1900 LAKE LUCY RD 200 CHESTNUT ST N 6719 BRENDEN CT CHANHASSEN , MN 55317 -7570 EXCELSIOR, MN 55331 -6505 CHASKA , MN 55318 -1920 TROY A BADER & HERBERT M & DONNA M HILLMAN SANG C & NHI T KY GINA SAUEfl 6716 BRENDEN CT 6729 BRENDEN CT CHA NHASSEN LAKE CHANHASSEN , MN 55317 -7570 CHANHASSEN , MN 55317 -7570 HA, MNN 55317 -6706 JAYSON C DREHER JUDITH ELAINE ALEXANDER DANE S & LISA D DOESCHER 2144 LAKE LUCY RD 2122 LAKE LUCY RD 6732 BRENDEN CT CHANHASSEN , MN 55317 -6705 CHANHASSEN . MN 55317 -6705 CHANHASSEN , MN 55317 -7570 ZHIJUN WANG & XUEBING FENG & YOUFEI WU KENNETH F & KRISTEN L THATCHER XIAOGUANG DENG 2237 LAKE LUCY RD 2219 LAKE LUCY RD 6724 MANCHESTER DR CHANHASSEN , MN 55317 -6706 CHANHASSEN , MN 55317 -6706 CHANHASSEN , MN 55317 -6700 BRIAN J HABAS 8 SUSAN B LAINE STEP LA N J 8 LAURIE A KERKVLIET STEPSTEPHEN M 8 HEATHER L PINT 2021 HIGHGATE CIR STEP LAKE LUCY RD 675E BRENDEN CT CHANHASSEN , MN 55317 -6704 CHANHASSEN , MN 55317 -6706 CHANHASSEN , MN 55317 -7570 HOWARD M & MARY ANN OLSON BRUCE S & HELEN TERESA SMITH GREGORY S LOHRENZ 2249 LAKE LUCY RD 9 HAWKINS DR 2165 LAKE LUCY RD CHANHASSEN , MN 55317 -6706 NORTHPORT , NY 11768 -1527 CHANHASSEN , MN 55317 -6705 JASON P & TINA M SCHREUR JOHN MARK & JANICE RAE MOBERG JOSHUA T KRIENKE & 6691 GALPIN BLVD 6738 MANCHESTER DR CHRISTINA A KRIENKE 2151 RD EXCELSIOR, MN 55331 -8022 CHANHASSEN , MN 55317 -6700 CHA LAKE LUCY HANHASSEN. MN 55317 -6705 WILLIAM F & JEANNE A KRAKE SANDRA L WELLS CLEONE B FOSTER 6739 MANCHESTER DR 2051 HIGHGATE CIR 2275 LAKE LUCY RD CHANHASSEN , MN 55317.6700 CHANHASSEN , MN 55317 -6704 CHANHASSEN , MN 55317.6706 JIANPING MEI & ALLEN R & ELIZABETH ANN TAYLOR LARRY A & SUE A MARTY RUOPEI CAO TRUSTEES OF TRUST 2135 LAKE LUCY RD 2340 LAKE LUCY RD 2117 LAKE LUCY RD CHANHASSEN , MN 55317 -6705 CHANHASSEN . MN 55317 -7561 CHANHASSEN , MN 55317 -6705 DAVID M & JULIE A FUECKER DANIEL D & DENISE A OLSON 6751 MANCHESTER DR 6776 MANCHESTER DR CHANHASSEN , MN 55317 -6700 CHANHASSEN, MN 55317 -6700 JOSEPH WILLIAM & DEIRDRE D ERB DOUGLAS E & MARY K JOHNSON 6787 MANCHESTER DR 6474 MURRAY HILL RD CHANHASSEN, MN 55317 -6700 EXCELSIOR. MN 55331 -8994 IND SCHOOL DIST 276 PAUL S TUNGSETH 261 SCHOOL AVE 2051 CRESTVIEW DR EXCELSIOR, MN 55331 -1987 EXCELSIOR, MN 55331 -8008 STEVEN S & LORI AABBLETT SCOTT D & CYNTHIA L BOEDDEKER 2081 CRESTVIEW DR 6710 MANCHESTER DR EXCELSIOR, MN 55331 -8008 CHANHASSEN, MN 55317 -6700 DANIEL J DOHSE & COURTNEY W & CHRISTINE CLAFLIN MARIT S LEE-DOHSE 2040 HIGHGATE CIR 2058 HIGHGATE CIR C CHANHASSEN, MN 55317 -6704 CHANHASSEN, MN 55317 -6704 PLOWSHARES DEVELOPMENT LLC LECY BROTHERS CONSTRUCTION INC 1851 WEST LAKE DR 15012 HWY 7 SUITE 550 CHANHASSEN, MN 55317 -8567 HOPKINS, MN 55345-3634 U S HOME CORP 935 EAST WAYZATA BLVD WAYZATA, MN 55391 -1849 EDWARD M & CHERYL A BLACKFORD 6788 MANCHESTER DR CHANHASSEN, MN 55317 -6700 CHARLES R & BEVERLY J JACKSON 2110 CRESTVIEW DR EXCELSIOR, MN 55331 -8009 DORIS L NIKOLAI REV TRUST 6570 GALPIN BLVD EXCELSIOR. MN 55331 -8020 ERIC W & GRETCHEN G LOPER 2076 HIGHGATE CIR CHANHASSEN, MN 55317 -6704 JEFFREY A JORGENSEN & HELENA B STAFKO 2028 HIGHGATE CIR CHANHASSEN, MN 55317-6704 TIMOTHY P & HEIDI S LARKIN & LECY BROS CONSTRUCTION 2150 CRESTVIEW DR EXCELSIOR. MN 55331 -8009 Public Hearing Notification Area (500 feet) Pinehurst 2nd Addition City of Chanhassen Planning Case No. 06-07 c1d Subject Site Affidavit of Publication Southwest Suburban Publishing State of Minnesota) )SS. CITY OF CHANHASSEN County of Carver ) CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.0607 NOTICE IS HEREBYGIVENthat Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized the Chanhassen Planning agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- Commission will hold a public lager and has full knowledge of the facts herein stated as follows: hearing on Tuesday, February 7, 2006, at 7:00 P.M. in the Council Chambers in Chanhassen City Hall, 7700Market (A) These newspapers have complied with the requirements constituting qualification as a legal Blvd. The purpose of this hearing is newspaper, as provided by Minnesota Statute 331 A.02, 331A.07, and other applicable laws, as toconsiderarequestforPreliminary amended. and Final Plat approval to subdivide approximately 26 acres with (B) The printed public notice that is attached to this Affidavit and identified as No. 5 9 io variances on property zoned Single- was published on the date or dates and in the newspaper stated in the attached Notice and said Family Residential (RSF) district; Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of and the Vaciitementsl of drainage and the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both Drive Galloin Boulevard t inclusive, and is hereby acknowledged the kind and size of used in the composition Drtve end Galpin Boulevard . and publication of the Notice: g g type PINEHURST 2N° ADDITION. Applicant: Lennar Corporation (Lundgren Bros. Construction, Inc.). abcdefgh4lklmno is A plan showing the location of the proposal is available for public review at City Hall during regular business hours. All interested persons are invited to attend this Laurie A. Hartmann public hearing and express their opinions with respect to this proposal. Robert Subscribed and swom before me on Generous, Senior Planner Email: b n rmsLascUb_ h Phone: 952-227-1131 aN'-y,nu.�u. (PublishedintheChanhassenvillager this day of 2006 GWEN M. AADUENZ on Thursday, January 26, 2006; No. 4596) NOTARY PU611C-MWSOTA My Camwloa ErpYaJ L31, nm0 Ef Notary Public RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $40.00 per column inch Maximum rate allowed by law for the above matter ............................... $40.00 per column inch Rate actually charged for the above matter ............................................... $11.51 per column inch SCANNED i&sNr :;�e or Public Hearing dh C;iassen Planning Commission Meeti Date & Time: Tuesday, February 7, 2006 at 7:00 p.m. Location: it Hall Council Chambers, 7700 Market Blvd. Request for Preliminary and Final Plat approval to subdivide Proposal: approximately 28 acres with Variances on property zoned Single -Family Residential (RSF) district; and the Vacation of drainage and utility easements — PINEHURST 2No ADDITION Planning File: 06-07 Applicant: Lennar Corporation (Lundgren Bros. Construction, Inc. Property Pinehurst Drive and Galpin Boulevard Location: A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following steps: What Happens at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. _ If you want to see the plans before the meeting, please stop by City Hall during office ,.c irs, 8:00 a.m. to 4:30 p.m., Monday through Friday. d you wish to talk to someone about this project, please contact Robert Generous at 952-227-1131 Questions & or e-mail baenerous@ci.chanhassen.mn.us. If you choose to Comments: submit written comments, it is helpful to have one copy to the department in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online at htto://206.10.76.6/weblink7 the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, conditional and Interim Uses, Wetland Alterations, Rezonings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all perfinent information and a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a part of the hearing process. The Commission will close the public hearing and discuss the Rem and make a recommendation to the City Council. The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerciavindustnal. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an Rem through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokespersorurepresentative is encouraged to provide a comact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Because the Planning Commission holds the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be included in the report to the City Council. If you wish to have somethina to be included in the report, please contact the Planning Staff person named on the notification. SCANNED be Used a9 One. This nap is a conpila;on of records, intomlallOn and del ., vanous city, crony, state and federal offices and other sources regankng the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this rrap ere error tree, and the City does not represent that the GIS Data can be used for naNgidonal, tracking or any other purpose mWinng erecting namiurem mi of tlislarwe or direction or precision in Me depiction of geographic features. 1 ermis or dscrepandes are found please canted 952-227-1107. The precedng cisclaimer is provided I>ursuant to Minnesota SlatOles §46(5.03. Subd. 21 (2000), and the user of this map acknowledges that the City shell not be liable for any carriages. and eapresay walvea all claim, and agrees to defend, indernnify, and hold hamless the City from any and ell claim brought by User, Its employees or agents, or third p'dfes whl h anse 004 a sera mass g1 ygsyf data provided. a''+7i G`'61$y $ I" V V A 4 2 _ IU.S. PpSTAGEd . r � JANpt,'d6 �20.39 " CITY OF CHANHAS tI 8013768 1700 Markel Boulevard P0. Box 147 Chanhassen, Minnesota 55317 www.ci.chanhassen.mn.us RECEIVED FEB 0 ' 2006 CITY OF CHANHASSEN p6 02/01/06 g60 -roSENDER ESSEO DERIVER GFs-To FORWARD 4£y1.. 26-44 1JN AD *p670 0 7�70147A7 1111 n111111tI111J 111�1111111 ,u dttu CUVL"- IND SCHOOL DIST 276 UTF ors —n»r II�III II IIIIiIf liilllill�II11 IIIIIII II I'Iii'i �I i�lill�i it ftAbNlO —U—I City Council Meeting — Fe rruary 27, 2006 . Bro no rekindle and going through and making sure everything was okay. I think the initial knock down probably a couple hours. Todd Gerhardt: I know that the insurance company was out there today and recommended that the house be taken down to it's original foundation. That it not be reconstructed or rafters replaced. That it come down to the original foundation and rebuilt from there. That's the intent of the homeowner. Randy Wahl: Yeah, there was also some accolades I guess from the insurance company in that the fire ground preservation was well intact so they were able to make cause determination from that. Todd Gerhardt: And cause again was wood burning stove is what I was told. Mayor Furlong: Very good. Any other questions for the fire department? Thank you for everything. Assistant Chief Walsh: Thank you. PLANNING CASE 06 ,0 o-7 A. B. ACRES WITH VARIANCES. C. Kate Aanenson: Thank you Mayor, as I was going to state, there is 3 action items for you tonight. The one action item requires the public hearing. Otherwise this item would actually be on consent. This project was actually recently approved a little over a year ago. The Pinehurst development. It included 2 lots. As you know when subdivisions come in we request that they demonstrate the home size. At that time it looked like the homes, the biggest one would be 72 feet in width, at our 10 foot side yard requirements use little bit bigger lots because our normal is 90. The home site actually went up and with that the staff was reluctant to grant variances, so it resulted in a replat. Not all the lots got replatted but if you can just follow me I'll point to one lot was lost up in the northern area, and then one lot was also lost, there was 2 lots that were removed from the project. So it went from what was originally approved at 43 down to 41 lots. With that, utility lines have to follow property lines so that's the public hearing tonight is to vacate the old utility lines and to have those put in their place. So with that, unless there's specific questions, it's all the grading, utility work, that stuff is pretty much, there is some clean- up with the site, with the plat except for the 2 lots being removed. It's pretty similar looking to what was originally approved. So with that I'd be happy to answer any questions. Otherwise I would just have you follow as on your agenda, the 3 items for a motion. {CANNED City Council Meeting — February 27, 2006 • Mayor Furlong: Alright, thank you. Do you want questions on any of the 3 items at this point? Kate Aanenson: Sure. Mayor Furlong: Okay. Are there any questions for staff? The one I have is with regard to impervious surface coverage, as we're looking at. Kate Aanenson: Yes, actually we did ask the applicant to look at that because that was one of our issues. We did, they submitted for us a summary. We do have one model that's up on the project already, on the site and so if you look at their standard home size, which is about 74 by 45, add in a 900 square feet for the driveway, we're just around 4,000. So we should be well within that impervious for that homeowner an opportunity to put decks or some other features that they want. So the impervious surface would be, meet the requirement of the 25% so there is room within that. Mayor Furlong: And that's the question, that they're not maxing it out with the actual construction? Kate Aanenson: No, and we looked at that too, which is one of the reasons why we didn't want to go to a variance because we just felt like that the homeowner is being... that they can't make changes too, and we find that comes back to the City as a rub and that was the developer. So yes, there is enough room for them at a future date to do additions or make modifications. Mayor Furlong: Okay, and work out across the entire subdivision? Kate Aanenson: Correct. What I gave you for those dimensions would actually be at the 4,000 and 500's actually some of the smaller lots so, it should work alright. Mayor Furlong: Alright, very good thank you. Any other questions for staff at this time? If not, the public hearing as I understand it relates to the issue of vacating utility easements that were with the original plat and since some of the lot lines have been redrawn, they need to be vacated that were there and then new ones would be established... Kate Aanenson: Correct, and that was when you approved the new plat, those are, with the new plat which would be item (c). Mayor Furlong: Okay, thank you. So at this point I would open the public hearing with regard to the discussion and invite interested parties to come forward and discuss, represent their opinions with regard to the vacation of the drainage and utility easements. Seeing nobody, we'll close that public hearing and move on. Is there any discussion on any of the other items, (b) or (c) here as well? Any discussion on the first item? If not, is there any reason that we can't deal with all 3 of these in a single motion? Kate Aanenson: Right, you can make one motion. C .-a Ej City Council Meeting — Feetruary 27, 2006 • Mayor Furlong: Okay. We can make one motion based upon staff's recommendation in the reports. Do I hear such a motion? Councilman Peterson: Mr. Mayor, I would make that motion that the City Council approve all the recommendations supported by staff this evening. Mayor Furlong: Thank you. Is there a second? Councilwoman Tjomhom: Second. Mayor Furlong: Made and seconded. Any discussion on that motion? Hearing none, we'll proceed with the vote. Councilman Peterson moved, Councilwoman Tjornhom seconded to approve the following: a. Resolution #2006-18: Vacation of Drainage and Utility Easements for Pinehurst, Vacation #06-07. b. Preliminary and Final Plat for Pinehurst 2nd Addition, Planning Case 06-07. c. First Amendment to Pinehurst Development Contract, Project No. 05-03. All voted in favor and the motion carried unanimously with a vote of 4 to 0. DAVE BANGASSER. 3633 SOUTH CEDAR DRIVE: REOUEST FOR A HARD SURFACE COVERAGE AND TWO FRONT YARD SETBACK VARIANCES TO CONSTRUCT A 3 STALL GARAGE. Kate Aanenson: Thank you. The subject site is located out at Red Cedar Point. It is actually two lots. This is where the actual variance is on, where the existing garage is and I'll show you that in a second. There is existing home on the site and existing single car garage on the north property. The applicant is requesting to receive a variance to add a 3 car garage. The variance involves a front and rear yard setback for the garage, as well as the impervious surface, hard cover. Can you zoom in on that just a little bit Nann? Thank you. So the existing lot with the house on it, I've got the hard surface shown in yellow on this. The gravel driveway in the front, which provides access to the existing dwelling and the garage. The Planning Commission held a public hearing on this on February 7d' and recommended, or voted for a 3-3 tie, which is why it's before you tonight. It didn't have a super majority vote. One of the things that the Planning Commission did ask for was some of the surrounding impervious surface coverage in the area, and that was at 29%. This would be at 31%. In looking at the 3 car garage, staff looked at the existing situation regarding the driveway. Could some more hard surface coverage be removed? We also recommended that the lot be combined. I know there was that question regarding whether or not you could combine two lots when the street goes through. You can under the City's code. Under lot, definition of zoning lot you can combine lots and we have no requirements of how that would happen. We have other circumstances in the city of why we would do that. Have it under one ownership so you can sell them off and try to allow somebody, if this was in a separate, it's a lot of record and there is some legal standing for someone should ever get a permit on there. So one of the conditions that you can apply when someone asks for 'LOT A I I WOODRIDOF HEIOHTS + MHrS a(,-a-7 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 My OF (952) 227-1100 To: Matt Goldstein Lennar Corporation 935 East Wayzata Boulevard Wayzata, MN 55391 Ship To: Invoice SALESPERSON DATE TERMS KTM 1/26/06 upon receipt QUANTITY DESCRIPTION UNIT PRICE AMOUNT 78 Property Owners List within 500' of PINEHURST (78 labels) $3.00 $234.00 TOTAL DUE $234.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearing scheduled for February 7. 2006. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #06-07. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESSI SCANNED CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 02/22/2006 1:04:34 PM Receipt No. 0000569 CLERK: danielle PAYEE: Lundgren Bros Construction GIS list-Pinehurst 06-07 ---------------------------- ------ GIS List 234.00 Total Cash Check 373639 Change 234.00 0.00 234.00 0.00 SCANNED ASA .03138161 Lundgren Bros Construction Inc BANK ONE, NA STUB CHECK NO. 373639 1901006 . 1010.16 1 of 1 DATE 02/16/06 INVOICE CO.# NUMBER DATE PA YMENTADVICE GROSS DISCOUNT NET 17700 06-07 012606 Pinehurst $234.00 $0.00 $234.00 RECEIVED FEB 12 2006 CITY OF CHANHASSEN 1973681 CITY OF CHANHASSEN 7700 Market Boulevard $234.00 $0.00 f234.00 P O no. 147 CHANHASSEN MN 55317-0147 03138161 Lundgren Bros Construction Inc BANK ONE, NA STUB CHECK NO. 351463 INVOICE 1901006 . 1010.16 1 of 1 DATE 01/05/06 Co..A NUMBER DATE PAYMENTADV7CE GROSS DISCOUNT NET 17700 010506 010506 City App fees Pinehurst $2,725.00 $0.00 $2,725.00 1973681 CITY OF CHANHASSEN 7700 Ma"Boulevod $2,725.00 $0.00 $2,725.00 PO Box 147 CHANHASSENMN 55317-0147 CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 O1/10/2006 9:46:40 AM Receipt No. 0000263 CLERK: danielle PAYEE: Lundgren Bros Construction Inc 935 East Wayzata Blvd Wayzata MN 55391 Pinehurst replat 06-07 ------------------------------------------------------- Use & Variance 2,025.00 Sign Rent 200.00 Recording Fees 500.00 Total Cash Check 351463 Change 2,725.00 0.00 2,725.00 0.00 SCANNED �`. Date: YYestwood Re: To: From: TRANSMITTAL February 14, 2006 Pinehurst 2nd Addition File 20051041 Robert Generous City of Chanhassen 7700 Market Bvld. P.O.Box 147 Chanhassen, MN 55317 Craig Morse CITY OF CHANHASSEN RECEIVED FEB 1 4 2006 CHANHASSEN PLANNING DEPT Items: No Description 5 full size of final plat 1 11x17 of final plat 1 200 scale of final plat Purpose: As you requested Remarks: Delivery: Messenger - Rush (2 hr) cc: File, Chris Moebrl, Matt Goldstein Westwood Professional Services 7699 Anagram Drive Eden Prairie, MN 55344 MAIN 952-937-5150 TAX 952-937-5822 TOLL FREE 1-888-937-5150 EMAIL wps0westwoodps.com www.westwoodps.wm E S T A o c: 5 H E D i N 1 o 7 2 TIMID cIIESoEm Si. ClAw EMCEM TRANSMITTAL ". Date: February 14, 2006 Re: Pinehurst 2nd Addition `MOOd File 20051041 To: Robert Generous City of Chanhassen 7700 Market Bvld. P.O.Box 147 Chanhassen, MN 55317 From: Craig Morse Items: No Description 5 full size of final plat 1 11x17 of final plat 1 200 scale of final plat Purpose: As you requested Remarks: Delivery: Messenger - Rush (2 hr) cc: File, Chris Moehrl, Matt Goldstein Wes wood Professional Services 7699 Anagram Drive Eden Praine. MN 553" MAIN 952-937-5150 VAX 952-937-5822 TOIL FREE IA8&937-5150 EMAIL W S®Wesnwoodpscorn www.wesfwoo0ps.mm CITY OF CHANHASSEN RECEIVED FEB 1 4 2006 CHANHASSEN PLANNING DEPT FS-A5i-S FD !N 197- TWIN CITIESIMETRO ST. CLOUD BRAIWRU Westwood Professional Services 7699 Anagram Drive Eden fine, NIN 55344 TRANSMITTAL NAI9 952-937-5150 FAX 9FF 14W"37 *ass ry Er IA88-9OOdpS.g W EMAIL wG5®wEifNmdPE.CDIII 1Nw W.weSl W OOdp5.m111 Westwood Date: February 1, 2006 C'TVOFCHANHASSEN RECEIVED To: Robert Generous City of Chanhassen FEB 0 2 Zp06 7700 Market Bvld. P.O.Box 147 CHANHASSEN PLPANING Chanhassen, MN 55317 Der From: Chris Moehrl Regarding: Pinehurst Replat Proj. No.: 20041064 Items: No Description 3 full size copies of the revised construction plans 1 11 x1 7 set of the revised construction Dlans Purpose: Other (see remarks) Remarks: Bob: Attached are the revised construction plans for the February 27 Council meeting. Please let me know if you have any questions. Thanks. Chris Delivery: Messenger - 3 hr. Copy to: Matt Goldstein (3 full), Nathan Franzen (3 full, 1 11>17) ac"1160 ESTABLISHED IN 1972 MIN CITIE54NETRO ST. CLW. glUiINEND TRANSMITTAL w —J Westwood Date: January 26, 2006 CITY OF CHANHASSEN RECEIVED JAN 2 6 2006 CHANHASSEN PLANNING DEPT To: Robert Generous City of Chanhassen 7700 Market Bvld. P.O.Box 147 Chanhassen, MN 55317 From: Chris Moehrl Regarding: Pinehurst Replat Proj. No.: 20041064 Items: No Description Westwood Professional Services 7699 Anagram Dnve Eden Prairie. MN 553" AIR 952-937-5150 FAX 952-937-5922 Tou FREE I.SW937-5150 EMAIL WPSQYReShXOOdM.OaTR wMIWt,west odpLoorn C11V OF CHc RECE JAN -, ; j CHANHASSEN PLANNING DEPT 16 full size copies of the final plat 1 11 x17 copy of the final plat 1 copy of a base plot showing areas and lot widths at the setback line Purpose: Other (see remarks) Remarks: Bob: Attached is the revised final plat with revisions as discussed to meet the new code change. I have also included an updated base plot showing the areas and widths at the setback line. Matt will be emailing the new lot tab in excel format to you today or first thing tomorrow morning. We will send out the updated construction plans next week Please call if you need anything else Thanks. Chris Delivery: Messenger - 3 hr. Copy to: Matt Goldstein (3 full), Nathan Franzen (3 full, 1 11 x17) TWIN CITIEAMETRO ST CLOUD BRAINERD d 1It1:D TRANSMITTAL W West Date: January 6, 2006 To: Robert Generous City of Chanhassen 7700 Market Bvld. P.O.Box 147 Chanhassen, MN 55317 From: Chris Moehrl Regarding: Pinehurst Replat Proj. No.: 20041064 Items: No Description 3 full size copies of the revised construction 1 11 x1 7 set of the revised construction plan 16 full size copies of the final plat 1 11 x17 copy of the final plat Purpose: Other (see remarks) Remarks: Westwood 7699 Anagram Drive Eden nakie. MN 553" MAIN 952-937-5150 FAX 952-937-5a22 TOLL FREE 143&937-5150 EMAit Aq-A4we$twWWEPS.Cpm ..westwoR}f mm CITY OF CHANHASSEN RECEIVED JAN 0 6 2006 CHANHASSEN PLANNING DEPT including the impervious area evaluation to you today under separate cover. Thanks, Chris Delivery: Hand Deliver Copy to: Matt Goldstein (3 full), Nathan Franzen (3 full, 1 11x17) TWIN CITIESIMETRO ST. CLOUD BRAINERD 8c"NED TRANSMITTAL W .�---J Date: January 6, 2006 To: Robert Generous City of Chanhassen 7700 Market Bvld. P.O.Box 147 Chanhassen, MN 55317 From: Chris Moehrl Regarding: Pinehurst Replat Proj. No.: 20041064 Items: No Description 1 base plot showing the lot areas and widths Westwood Professional Servkes 7699 Anagram Drive Eden Praiie. MN 553" vAo 952937-5150 PAX 952-937-5822 TOLL FREE I.8W937-5150 E4AIl wps0we$ENVOdpsTxXn w'IryWwresiNbOdpLoo I CITY OF CHANHASSEN RECEIVED JAN 0 6 2006 CHANHASSEN PLANNING DEPT Purpose: Other (see remarks) Remarks: Bob: I thought this may help you as you review the submission Let me know if you have any questions Thanks. Chris Delivery: Hand Deliver Copy to: E5TABLISHED IN 1972 TWIN[11E5EETb ST. QODD NWNFJID SCANNED PINEHURST REPLAT 06-07 $1,275 Subdivision (preliminary plat) $250 Final Plat $300 Vacation $200 Variance $200 Notification Sign $50 Recording Fees $450 Final Plat Recording $2,725 Lundgren Bros. Construction Inc. Check 00351463 SCANNED 0 • Planning Commission Meeting — February 7, 2006 control blanket shall be installed on any exposed soils south of the private drive within 24 hours of final grade. 16. A seed mix for shaded, wooded areas shall be specified in the plan, along with the proposed rate of application. A seed mix for the filtration area and slopes shall also be specified. 17. The rip rap at the flared -end section at the south end of the 24-inch pipe south of the private drive shall be replaced. 18. Runoff from the storm sewer system from the school shall be controlled during construction. The water shall be conveyed through a non -erosive means to the Highway 41 ditch through the job site. 19. Erosion control blanket category 2 or 3 shall be installed within the filtration area within 24 hours of connecting the 18-inch PVC to the basin. The blanket shall be applied following a seeding. Remaining exposed soils on site shall be mulched and seeded or sodded within 14 days of final grade. 20. The silt fence used shall be a City of Chanhassen type 1 silt fence; monofilament silt fence with metal T-posts, 6 foot maximum spacing and 3 plastic zip ties in the top 8 inches of the fabric. The silt fence specified for the filtration area shall be labeled as "Installed after drain tile installation." 21. A rock construction exit pad shall be installed from the bituminous edge 40 to 50 feet long into the job site. 22. Street sweeping shall be completed within 24 hours should soil be tracked upon paved surfaces. 23. Catch basin inlet control shall be provided for the catch basins adjacent to the school building if tracking of soil becomes a problem on the paved surfaces." All voted in favor and the motion carried unanimously with a vote of 6 to 0. PUBLIC HEARING: PINEHURST REPLAT: REOUEST FOR PRELIMINARY AND FINAL PLAT APPROVAL TO SUBDIVIDE APPROXIMATELY 28 ACRES WITH VARIANCES ON PROPERTY ZONED SINGLE-FAMILY RESIDENTIAL (RSF) DISTRICT: AND THE VACATION OF DRAINAGE AND UTILITY EASEMENTS LOCATED AT PINEHURST DRIVE AND GALPIN BOULEVARD. APPLICANT: LENNAR CORPORATION (LUNDGREN BROS. CONSTRUCTION. INC.) — PLANNING CASE NO.06-07. Public Present: Name Address Troy Bader 2244 Lake Lucy Road SCANNED Planning Commission Meeting — February 7, 2006 Matt Goldstein Lundgren Bros. Construction Nathan Franzen Plowshares Development Robert Generous presented the staff report on this item. Papke: Bob, on page 3 of the staff report, under grading and drainage, third and the fourth paragraphs you make recommendations to not relocate the storm sewer pipe in Lot 22 and to not relocate the storm sewer line through Lot 4, Block 2. Neither of those recommendations turn into conditions in the staff report. Could you explain those two issues and why or why not they were made conditions. Fauske: I can answer that Chair. Staff wanted to go through in detail and discuss storm sewer relocation. Currently the plans do not show relocating that and staff just intended to reiterate that we actually support what they were showing in the drawing. So that's why it didn't show up in the recommendations. Basically we agree with what they showed in the construction plans. Zom: Just to clarify, just so I understand. Vacation from drainage and utility easements. Is that what you just referenced or how is that different? Generous: As part of the original plat they have all the drainage and utility easements dedicated as part of that. By changing the lot lines they're changing where those easements should be. So when you get to council they actually hold the public hearing to vacate all the existing easements and as a part of this plat they'll rededicate new easements on the property lines and cover those pipes that are in place. Zorn: Okay, thanks. McDonald: Thanks for clearing that up. Larson: I've got a question for you Bob. On page 7, item number 5. Is that typical that it says the applicant shall create a homeowners association to take responsibility for the retaining walls across property lines? Generous: This is something that's new we've come up with because, especially on this one that we have large retaining walls that go along the back of an entire block and rather than having a homeowner responsible for that, we believe that the developer and then the associations should be responsible to maintain that As a matter of fact we're looking at next planning commission to have a discussion paper on putting that idea into an ordinance form. Larson: Oh okay. McDonald: Mark? Undestad: Nothing to add. McDonald: Dan? 10 • 0 Planning Commission Meeting — February 7, 2006 Keefe: The request for private streets, was that approved before or is that new? Generous: No, they have, they were approved before. It's just because the replatting and we wanted to show that they were continuing those because those have all been constructed. Keefe: Okay, and then the curb on the street is, was in guidelines right? I mean it's already there isn't it? I mean we already approved that cul-de-sac and yeah. McDonald: Okay, is the applicant here to present their case? Matt Goldstein: good evening Mr. Chair, members of the commission. Staff and guests I suppose. My name is Matt Goldstein. I'm a planner with Lundgren. We're part of the Lennar Family of Builders. I'm also joined by Plowshares and Westwood. The reason we're here is to request percussion essentially to remove home sites from this community. Since we first started talking with Plowshares we had an idea for one particular series of homes to go here. Since that time it's been a few years, we've designed a new series of homes called Masterpiece Series which is a bit larger and under the old configuration causes some conflicts with the impervious surface regulations. In talking with staff at length and originally considering requesting a variance from the impervious surface regulations, the direction was that our best bet was to request a replat. Reduce the density. Create home sites that are appropriately sized based upon existing regulations and move forward from that direction. So to reiterate Bob's or his action we're basically moving some lot lines and we're going to be reconfiguring a couple of building pads. Some other things that had not changed are the street configuration and the public versus the private streets. The tree preservation aspect of the plans have not changed at all either. Every single tree that is approved to be preserved has essentially been preserved since all the grading is done. And this new configuration does conform to the new minimum lot width standard that was recently approved. So we've gone through the process of re -engineering the entire site to confirm with staff that everything does comply to the minimum standards and in many respects exceeds that standard. To address the question about the homeowners association, we do have a draft declaration that will be filed with the County that does in fact place that burden of maintaining those walls on the association. During build out the association is managed by Lundgren. We take all those tasks on internally. We pay for those. As part of that we file a whole series of documents with the County, including various descriptions in both script form and map form to ensure that it's clear that the association is responsible for those things. That will also be in our disclosure. We have a 15 to 17 page disclosure that provides each of our buyers, so that item should be clearly addressed. With that I have Plowshares and Westwood here also available to address any questions if you have any concerns about the history of the project. And I'm available to address any concerns as well. Thank you. McDonald: Okay. Any questions for the applicant from commissioners? Keefe: I just have one curiosity question. You said that your home type has changed. Can you give us a flavor on what's different and what you were planning to what you plan now? I • Planning Commission Meeting — February 7, 2006 Matt Goldstein: Certainly. They're bigger and better. Deeper into the upper bracket, if you want to go pretty far. If you were to take our traditional series, which is in Ashling Meadows and a few other communities, they take that to the next level. That's what you'll see in our Masterpiece Series. The footprints are a bit larger in size. There you will see more architectural detail in the facades. More side loaded garages. A bit higher level of exterior finishing. You'll see more masonry. A bit more detail in the roof lines, so Pinehurst will be unique relative to other neighborhoods in Chanhassen, even that we've built. We're really trying to ramp it up and what we've seen in the past is we would set over to the lower standard in terms of what would be your base package, even though you're in an upper bracket custom single family home type of market. We found that rather than ask people to spend a lot of money on upgrades to meet their needs, we've taken most of what we've seen in terms of market feedback over the past several years and increase that standard to a point where we don't expect as many upgrades because people will generally feel more happy with the package that they've given. Keefe: Is that something that would be like in Settlers West or? Matt Goldstein: The Traditional Series is what's in Settlers West and we missed the opportunity to put Masterpiece there for very similar reasons. The impervious surface concerns. So we're going to be rolling out Masterpiece in Chanhassen. McDonald: Mark? Deb? I have no questions either. At this point I will open up the meeting to the general public. Anyone wishing to come forward to make comment, please come up to the lectern. Give us your name and address and state your case. Troy Bader: My name is Troy Bader. The address is 2244 Lake Lucy Road. ...show you here I guess where we are. Pan in here. Our home would be right at the edge of where the city, what is the parcel I guess that's been dedicated back to the city. We're right on the corner. And the riverine that is referenced throughout the documents that came through, it discharges on the very end of our property. The city property then continues on in this stretch that runs adjacent to Lake Lucy Road. You know outside of the developer and is also city property. The, in connection with this development we have had problems. There have been problems I understand with the Manchester section but we've also had problems down in this section. When this first came up, I just want to give you a little background. It will obviously lead to some questions here and there will be more questions than anything else. When this first came about, one of the questions that we had and concerns that we raised was what is going to be done in terms of erosion control as all of this grading. As you folks probably know there were a lot of trees removed. There was a lot of grading done and there was a lot of dirt brought in. One of our concerns, and probably the biggest concern is what's going to be done to control the erosion on this area as it comes down the hill to the riverine and then discharges on the end of our property. Yes, we've had a lot of rain this fall. In September we had a big one, and what happened as we understand it, and I don't know that we have all the details because we've just had a heck of a time getting good details, but what was explained to us by Plowshares at the time, who by the way were, did a good job stepping up to the plate in assisting us and working with us on the problems that we had. What happened though as we understand it is that the construction drainage ponds didn't hold, so there was a tremendous discharge of water on or about Labor Day. What happened is, as that water came down, the riverine, the culvert did not, it became clogged. There were debris. 12 r • i Planning Commission Meeting — February 7, 2006 We've got photos of logs that came down, plus all the straw. Everything else that came down as a result of the construction and the erosion control efforts came down. Blocked the culvert and everything flooded all the way back. Fortunately, knock on wood we didn't have water in the house but the yard was flooded. The riverine as I stand in the bottom by the culvert, the top of the riverine is above my shoulders. We had water above that and all the way up to our home. Okay? Fortunately we have a poured concrete foundation and didn't have water. The problem is, when this all occurred there was a weir. There's a concrete weir about midway back in that riverine. I don't know when it was put in or what the situation was, but what happened is that when this came down, what the weir is, it's a concrete structure between the two natural hillsides I guess as you come through the riverine, and what it did was, from what we can tell, is to control the water flow. Just as you were talking about in the earlier case. That failed. So what has happened is you go to the end toward I guess it would be toward the east side of the weir and the riverine. All of that caved in. Probably about a good 8 to 10 feet over. It has all caved in, probably down about 6 feet, maybe more. As a result when water comes down now, it's rushing through. There's absolutely no control. So since that's happened I have been out there on two occasions since then clearing debris out, continuing to clear out logs. Continuing to clear out all these other problems. The most recent time was New Year's Day, believe it or not. So it's not just when we have a rain now. Now it's a thaw, so we have a very significant problem there and you know, I don't want to have to worry about when the yard's going to flood the next time. To compound it, there is no emergency exit from that property. That culvert is the only exit that we have. We had the city engineers out to take some grades and they said don't worry, you won't have water coming into your windows. I said can I see the grades so I can understand it. Well I apologize we threw those away. I don't know where we stand. I don't know where we're going with this thing. It's been very frustrating because since that, since this development, all the grading and I understand that once yards are put in and everything else, hopefully this is going to slow down but what we don't know is how much more water is being put into that riverine and unfortunately we now have -a damaged riverine that is not flowing and handling the water as it did previously, and nobody has come to us in response to our request and has advised us that there will be any work done on this riverine to rectify those situations and better control the water. So that is background of what causes me concerns as I see additional items. Now when Mr. Generous was up and showed the lots that are being changed, what I don't know are really a couple things. First of all, is there more or less water as a result of this being drained into the riverine? That would be number one. Number two, where are these discharge pipes going into the riverine? And third, as I indicated before, I really still and maybe beyond this commission's authority but I'd like some guidance, what is going to be done to assure that this riverine, which is now on city property after the dedication, what is going to be done to rectify the condition of that riverine which is causing the problem. There are solutions. There are a lot of solutions. We just need someone to help us with those solutions and put something in place. So those are the primary concerns. The other piece is I know the applicant has now changed with Lundgren. Plowshares would get our calls when there was a problem, and they were good about coming out. We don't know who to call now. We don't know who is responsible for this and the reality is we just don't want another run around. Again this can be solved. We're willing to do what we can to help solve this thing. It wasn't a problem before this. It shouldn't be a problem again going forward, but what I am seeing is a significantly increased flow of water already through that area and really no solution in sight. So I'd like to understand what is the flow, what is going to happen? Is there more or less water going into this? Has there been a study done whether the 13 • 0 Planning Commission Meeting — February 7, 2006 riverine in it's current condition can in fact handle all of this water because we're talking of any time there's an improvement, any time you start changing a piece of ground to the degree that this has been changed, you're playing with fire. 'There will be changes in the flow and based upon what we've seen today, I have a great deal of discomfort that in fact everything has been done that can be done to make sure that this is still going to flow properly and we're not going to have problems. So that's really what I'd like addressed in some way, shape or form if we can. The final thing would be to make sure that if there is additional grading, and I understand it's not going to be significant grading at this point but if there will be additional grading, I really want to have an understanding that everything that can be done will be done. When we raised this when this first came through we were assured that everything that can be done will be done. We will have silt fence. We'll have all this stuff. Well they started. Started the work before all that was done and unfortunately with the rain nothing held, and since then there have been dual silt fences and everything else. I don't know if it's going to hold. I'm not an expert in that regard. Hopefully you'll help us. Thank you. McDonald: Okay. Anyone else? Janet Paulsen: My name is Janet Paulsen. I live at 7305 Laredo Drive. I just have a few questions on the private streets. I was wondering if Bob could explain exactly, are those streets have been approved and the lots surrounding then have been approved. Generous: As part of the previous plat, yes it was approved to use the private streets and platted with the private streets. Janet Paulsen: Well this is after a fact but I'd like to point out a few errors and maybe more variances that should have been asked for. The lots in yellow are on the private streets? Generous: Yes. Janet Paulsen: Well according to code the front lot line of lots that are served by a private street have to be measured from the lot line that's closest to the public street that serves those lots. And I think that the front lot line is in the wrong place to serve those lots. I don't know what can be done after the fact. Generous: These two, we treated the north lot line as the front because of the tilt in the property. It seem to make sense. Janet Paulsen: Was a variance asked for? Generous: For the private street? Janet Paulsen: For the change in the lot line from front to side. Generous: That's a matter of interpretation. You want to treat, which edge do you want to treat closest and we figured that the north edge was contiguous with that line of that private street. 14 • Planning Commission Meeting — February 7, 2006 McDonald: Well I guess before we get into this, if I could interrupt, I'm not sure what the relevance is. I understand that we're looking at private streets but this is a plan that's already been approved. The streets are already there and what's before us is not the issue of the streets themselves. It's the fact that the applicant would like to reduce the lots in the development. Janet Paulsen: I'm aware of that and it just said in the report variances for a private street, and I think it should have had more variances than the one listed in the report. Thank you. McDonald: Okay, so noted. Thank you. Would anyone else care to come forward and comment? Okay, seeing no one else I will close the public meeting portion of this and we'll bring it back to the commissioners for their comments. Kurt, we'll start with you. Papke: I'd like to give my kudo's to the developers for taking this action. My recollection from when this was in front of the Planning Commission last time is the drainage area that you've now made into an outlot was one of the biggest bones of contention that we had at that point. That was really one of the most troublesome aspects of approving this so I appreciate you resolving that issue. And also we get more than our fair share of requests for variances for hard surface coverage and I also appreciate you taking the proactive stance and resolving that as opposed to asking for a variance. So I appreciate what, your proposal tonight. That's it. Zorn: No comment. McDonald: Deborah. Larson: Well I,1 have my concerns also regarding this drainage thing. Who was. Papke: Could I make a suggestion? Is there a possibility we could take, the drainage issue really isn't in front of us tonight. Could we take that off, but I think it's a serious issue. Is there an opportunity for city staff to meet with the fellow who has the issues here to find out what the plan of attack is from the city's perspective? Or has that already been done or? Fauske: Yes, after the storms this past September and October of this year, staff has had basically a long laundry list of drainage problems in the city, this being one of them. Papke: Okay. Larson: Okay, so it's already been basically addressed. Alright. Fauske: On the list. Larson: It's on the list? Okay. I guess that's all then. McDonald: Mark? I guess the only comments that I would have is, I would re-emphasize the thing about the water issues. Unfortunately that is not an issue before us. We were not the only city in September to have water problems. The only answer that I can give to the gentleman that raised the question is that, it is being addressed by city staff. It is being addressed by the 15 • Planning Commission Meeting — February 7, 2006 engineering. I would suggest at this point that you address all of your comments and you know help to the city staff. This seems to be a little bit maybe beyond where the development at this point is at and again as you pointed out, it looks like most of the problems is on city property anyway. So what I would suggest you do to find your answer is just to go back to the city and have them address them. There are certain remedies that are available for you. Having said that, do I have a motion? Fauske: Mr. Chair? McDonald: Yes. Fauske: I apologize for interrupting. After putting out these reports we had a recommendation from the city engineer regarding the sewer and water services for the two lots that are now being removed essentially from the plat. That we remove the curb stop and install spot liners at those two utility locations just to put them out of service and remove any liability if something hit the curb stop and had been damaged. So if any ... recommend an additional condition 16. McDonald: Go right ahead. Fauske: Okay. Remove curb stops and install spot liners at Manchester Drive services and the services between Lots 5 and 6, Block 4. McDonald: Bob, since this is your report, would you agree with that? Generous: That's fine. I just put in what they handed me. McDonald: Okay, that's fine. Do I have a motion from the commission? Zorn: I make a motion to recommend to adopt the Planning Commission recommends approval of the preliminary plat creating 41 lots with variances for the use of two private streets, plans prepared by Westwood Engineering Services, revised January 5, 2006. Conditions I through 16 with 16 so noted. McDonald: Do I have a second? Larson: I second that. Zorn moved, Larson seconded that the Planning Commission recommends approval of the preliminary plat creating 41 lots with variances for the use of two private streets, plans prepared by Westwood Engineering Services, Inc., dated revised January 5, 2006, subject to the following conditions: Revise the Final Plat to label Outlot C as Outlot A, Pinehurst 2 ' Addition. 16 • Planning Commission Meeting — February 7, 2006 2. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. The soils report must have a lot conversion table identifying how the test results from the original subdivision correlate to the new lot descriptions. 3. Separate water and sewer services must be provided for each lot. 4. Permits are required for retaining walls. Walls over four feet high must be designed by a professional engineer. 5. The applicant shall create a Homeowners Association to take responsibility for the retaining walls that cross property lines and maintain them. 6. The developer must ensure that the soils under all revised building pads meet the required densities. 7. The construction plans must be revised to reflect the new lot and block numbers. 8. Wetland buffer widths of 16.5 feet to 20.0 feet shall be maintained around all wetlands on -site. 9. All structures shall maintain a 40-foot setback from wetland buffer edges. 10. Wetland buffer areas shall be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant shall install wetland buffer edge signs, under the direction of City staff, before construction begins and shall pay the City $20 per sign. 11. Erosion control blanket shall be installed on all slopes greater than or equal to 3:1. All exposed soil areas shall have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (maximum time an area can remain unvegetated when area is not actively being worked Steeperthan 3:1 7 Days 10:1 to 3:1 14 Days latter than 10:1 1 Days These areas include constructed storm water management pond side slopes, any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet temporary or permanent drainage ditch or other man made systems that discharge to a surface water. 12. Daily scraping and sweeping of public streets shall be completed any time construction site soil, mud, silt or rock is tracked or washed onto paved surface or street that would allow tracked materials or residuals of that material to enter the storm water conveyance system. 17 • Planning Commission Meeting — February 7, 2006 13. Construction site access points shall be minimized to controlled access points with rock entrance and exit pads installed and maintained throughout construction. 14. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff -Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Permit), Minnesota Department of Natural Resources (for dewatering)) and comply with their conditions of approval. 15. The easement width shall be reduced to approximately 24 feet wide on Lot 22, Block 1, so that the easement lies only 10-feet east of the storm sewer." 16. Remove curb stops and install spot liners at Manchester Drive services and the services between Lots 5 and 6, Block 4. All voted in favor and the motion carried unanimously with a vote of 6 to 0. Troy Bader: Mr. Chair, if I might. There was the one question ... is there more or less area being drained into this, into the riverine in regards to this change? We're not ... we need to know if there's more less going in. Have they answered? McDonald: Well again, we don't have the answer for you and what I suggest is that you talk to city staff and that's where you'll have to get the answer. Troy Bader: I understand. I think that is the point that was relevant just for the record, or for off the record but again that is a question that is relevant in terms of what's going ... but have a great day. We'll do our best. McDonald: Okay, thank you. PUBLIC HEARING: STALL GARAGE ON PROPERTY LOCATED AT 3633 SOUTH CEDAR — PLANNING CASE NO.06-04• Public Present: Name Address Dave & Mary Jo Bangasser 3633 South Cedar Bob Generous presented the staff report on this item. McDonald: Kurt, would you like to start? Okay, Dan. In w . • O(C-0 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Lennar Corporation for Preliminary Plat with Variances — Pinehurst 2" Addition. Planning Case No. 06-07 On February 7, 2006, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of I.ennar Corporation for preliminary plat approval for 41 lots, three outlots and right-of-way for public streets with variances for the use of private streets. The Planning Commission conducted a public hearing on the proposed subdivision with variances preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The property is currently zoned Single -Family Residential District, RSF. 2. The property is guided in the Land Use Plan for Residential — Low Density. 3. The legal description of the property is: Lots 1 through 27, Block 1, Lots 1 through 8, Block 2 and Lots 1 through 8, Block 3, Pinehurst Addition. 4. The Subdivision Ordinance directs the Planning Commission to consider seven possible adverse affects of the proposed subdivision. The seven (7) affects and our findings regarding them are: a. The proposed subdivision is consistent with the zoning ordinance; b. The proposed subdivision is consistent with all applicable city, county and regional plans including but not limited to the city's comprehensive plan; C. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and storm water drainage are suitable for the proposed development; d. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage disposal, streets, erosion control and all other improvements required by this chapter; e. The proposed subdivision will not cause significant environmental damage; f. The proposed subdivision will not conflict with easements of record, but will dedicate all required easements; and g. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: 1 . • 1) Lack of adequate storm water drainage. 2) Lack of adequate roads. 3) Lack of adequate sanitary sewer systems. 4) Lack of adequate off -site public improvements or support systems. 5. In order to permit private streets, the city must find that the following conditions exist: a. The prevailing development pattern makes it unfeasible or inappropriate to construct a public street. In making this determination, the city may consider the location of existing property lines and homes, local or geographic conditions and the existence of wetlands. Extension of a public street to serve the six homes on the west end of the site would significantly impact an environmental area on the property. b. After reviewing the surrounding area, it is concluded that an extension of the public street system is not required to serve other parcels in the area, improve access, or to provide a street system consistent with the comprehensive plan. Public streets are not necessary to access the property to the west, which is currently developed with single-family homes and accessed via Brenden Court. C. The use of the private street will permit enhanced protection of the city's natural resources including wetlands and forested areas. The use of limited private streets preserves approximately 2.8 acres of woodlands. 6. VARIANCE FINDINGS — PRIVATE STREET a. The hardship is not a mere inconvenience, but provides a means for preserving natural features on site. b. The hardship is caused by the particular physical surroundings, shape or typographical conditions of the land. C. The conditions upon which the request is based are unique and not generally applicable to other property. d. The granting of the variance will not be substantially detrimental to the public welfare and is in accord with the purpose and intent of the subdivision ordinance, the zoning ordinance and comprehensive plan. 7. The planning report #06-07 dated February 7, 2006, prepared by Robert Generous, et al, is incorporated herein. 2 The Planning Commission recommends that the City Council approve the preliminary plat with a variance for private streets. ADOPTED by the Chanhassen Planning Commission this 7th day of February, 2006. CE IT, gAplan\2004 planning ca \04-36 - pinchtnAfiindings of fact pinehu t.dm City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 Date: January 9, 2006 To: Development Plan Referral Agencies From: Planning Department By: Robert Generous, Senior Planner Subject: PINEHURST a ADDITION: Request for Preliminary and Final Plat approval to subdivide approximately 28 acres into 33 lots and 3 outlots with variances for the use of private streets and a double frontage lot on property zoned Single -Family Residential (RSF) district; and the Vacation of drainage and utility easements located at Pinehurst Drive and Galpin Boulevard. Applicant: Lennar Corporation (Lundgren Bros. Construction, Inc.) Planning Case: 06-07 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on January 6, 2006. The 60-day review period ends March 7, 2006. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on February 7, 2006 at 7:00 p.n . in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than January 27, 2006. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official L Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6, U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or Sprint/United) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco SCANNED Carver County GIS Mapping Application Legend %`" Hal us W/n"s ^/ ONO"" N awl Map Created on: CW" RDIft �, 1-9-2006 La*" Carver Pa s County Senn Phft?M This map was created using Carver County's Geographic Information Systems (GIS), it is a compilation of information and data from various City, County, State, and Federal offices. This map is not a surveyed or legally recorded map and is intended to be used as a reference. Carver County is not responsible for any inaccuracies contained herein. Message Page 1 of 3 Generous, Bob To: Matt.Goldstein@Lennar.com Subject: RE: Pinehurst Application - impervious Matt: Problem on the replat. The city has amended the code to require 90 feet of frontage at the street for all lots except those on cul-de-sac bubbles. Lots 9 - 13, Block 2 of the replat, do not meet the minimum 90 feet of frontage at the street frontage. Also, Lot 1, Block 3, does not have sufficient frontage on Edgewood Court. As I mentioned in my voicemail message to you Friday, you can cut off the replat to include only Block 4 (previous Block 2), and the eastern end of block 2 (lots 23 - 27, Block 1, Pinehurst Addition), or request variances to the frontages, which would be hard to justify. If you needed to reconfigure the western part of the plat, you could do it administratively. The area within the private street easements do not count toward lot area, nor do the area of the private street within the easement count against the impervious surface for the lot. I am not sure that we can justify the double frontage variance for Lot 17, Block 2. Can you reconfigure proposed Outlot C to the lot corner of Lots 17 and 1 B? If we can avoid variances, it makes the replat process better. Please contact me to discuss how you wish to proceed. :.. -----Original Message ----- From: Matt.Goldstein@Lennar.com[mailto:Matt.Goldstein@Lennar.com] Sent: Monday, January 09, 2006 2:52 PM To: Generous, Bob Subject: RE: Pinehurst Application - impervious :.. Yes, some of the lots are undersized for our needs given the current impervious requirements. We've been successful in trimming down some of the driveways and limiting patios. Typically, we resolve this by voluntarily prohibiting the largest homes on the smallest homesites since we know in advance that there will be impervious concerns. Matt Generous, Bob" <bgenerous@ci.chanhassen.mn.us> 01/09/2006 02.17 PM To <Matt.Goldstein@ Lennar.com> 0C Subject RE: Pinehurst Application - impervious 1/17/2006 Message Page 2 of 3 Matt: That's exactly what I needed to know. Given this, at 4,500 sq. ft. of permissible impervious area, aren't some of the lots undersized? Bob -----Original Message ----- From: Matt.Goldstein@Lennar.com Sent: Monday, January 09, 2006 2: To: Generous, Bob Cc: chris.moehrl@westwoodps.com Subject: RE: Pinehurst Application :.. [mailto: Matt.Goldstein@Len nar.com] 13 PM impervious The footprints in our Masterpiece series range from about 3027 to 3980 square feet. We typically assume adding another 1500 square feet of hardcover including the driveway, sidewalks, patios and a small allowance for future hardcover. We do not offer pools, but we want our buyers to have the flexibility to add such a feature in the future if desired and permitted given the constraints on that particular homesite. Is this what you were looking for? Matt "Generous, Bob" <bgenerous@ci.chanhassen.mn.us> To <Mab.Goldstein®Lennar.com> 01/09/2006 01:27 PM cc Subject RE: Pinehurst Application Matt: You provide the information regarding the permissible impervious area. It appears that the minimum is 4,500 sq. ft. How does this compare with what you will be proposing per site, including houses, driveways, sidewalks and patios? Could you please provide me with that information also. Bob -----Original Message ----- From: Matt.Goldstein@Lennar.com [mailto:Matt.Goldstein@Lennar.com] Sent: Monday, January 09, 2006 1:06 PM To: Generous, Bob Cc: chris.moehrl@westwoodps.com Subject: Pinehurst Application Bob, attached is my lot tabulation and our application. Chris Moehrl and I are available to address any comments on the replat application. 1/17/2006 Message Page 3 of 3 Matt Matt Goldstein, AICP Minnesota Land Division Serving Lundgren Bros, Orrin Thompson & Lennar 935 East Wayzata Boulevard Wayzata, MN 55391 Direct: 952.249.3034 Fax: 952.473.7401 Cell: 952.221.8087 matt.goldstein@lennar.com 1/17/2006 Page 1 of 2 Generous, Bob From: Matt.Goldstein@Lennar.com Sent: Monday, January 09, 2006 2:13 PM To: Generous, Bob Cc: chris.moehrl@westwoodps.com Subject: RE: Pinehurst Application - impervious :.r The footprints in our Masterpiece series range from about 3027 to 3980 square feet. We typically assume adding another 1500 square feet of hardcover including the driveway, sidewalks, patios and a small allowance for future hardcover. We do not offer pools, but we want our buyers to have the flexibility to add such a feature in the future if desired and permitted given the constraints on that particular homesite. Is this what you were looking for? Matt "Generous, Bob" <bgenerous@ci.chanhassen.mn.us> To <Matt.G01dsteln@Lennar.com> 01/09/2006 01:27 PM Matt: W Subject RE: Pinehurst Application You provide the information regarding the permissible impervious area. It appears that the minimum is 4,500 sq. ft. How does this compare with what you will be proposing per site, including houses, driveways, sidewalks and patios? Could you please provide me with that information also. Bob -----Original Message ----- From: Matt.Goldstein@Lennar.com[mailto:Matt.Goldstein@Lennar.com] Sent: Monday, January 09, 2006 1:06 PM To: Generous, Bob Cc: chris.moehrl@westwoodps.com Subject: Pinehurst Application Bob, attached is my lot tabulation and our application. Chris Moehrl and I are available to address any comments on the replat application. Matt Matt Goldstein, AICP Minnesota Land Division Serving Lundgren Bros, Orrin Thompson & Lennar SCANNED 1/9/2006 Page 2 of 2 935 East Wayzata Boulevard Wayzata, MN 55391 Direct: 952.249.3034 Fax: 952.473.7401 Cell: 952.221.8087 maft.goldstein@lennar.com LUNgglN_ January 6 2006 City of Chanhassen Bob Generous Senior Planner P.O. Box 147 Chanhassen, MN 55317 Re: Pinehurst Replat Application Dear Mr. Generous: With this submittal the Lundgren brand of the Lennar Family of Builders requests review and approval of the replat of the Pinehurst community. This submittal includes the updated development plan set, our application and fee, and a lot tabulation. The purpose of this request is to remove two homesites (lots) and move some lot lines to accommodate our new Masterpiece series of homes. This series has our largest and most luxurious homes, which are necessary to be built in the "upper bracket" price range due to the high land cost in Pinehurst. The footprints alone range from about 3000 to 4000 square feet, so the impervious surface regulations are a critical component to this neighborhood. We would prefer to receive a variance from the 25% impervious surface maximum in the approved Pinehurst PUD. However, we understand that staff currently does not support impervious variances and the Code does not permit providing credit for the use of rain gardens, rain barrels, individual below -grade surface water storage systems, pervious block or site -by -site solutions impervious mitigation techniques. Building smaller, less expensive homes is not economically feasible in Pinehurst. These plans reflect preliminary staff comments from pre -application meetings and discussions. Only minor changes have been made to the development plans as described in the Westwood transmittal letter. We anticipate that this submittal is complete and suitable for public review. Please contact me with comments, questions, or concerns. Thank you for your assistance. ,�RRespectfully sub /m /i ittted, �v ' I>b�- Matt Goldstein, AICP Minnesota Land Division Serving Lundgren Bros, Orrin Thompson & Lennar Direct: 952.249.3034 Fax: 952.473,7401 Cell: 952.221.8087 matt.goldstein@lennar.com 5545 Indian Mound East, Wayzata, MN 55391 • Telephone: 952-473-1231 • Fax: 952-473-7401 • www.lundgrentc.com I /1T A L-\-J I /—\ II I itI- V7/vL L_r II� n n/T/nn r'"l/LJl l !vl v I z Z mO Z oo mi I i Lo 18,008 sf 278 1 18,0004sf I 1 °° \\ / }�Z?►1 e / 440 sf / / 80 / Z \ U 1\ \ j JI,125 sf I I `r 18,134 sf I .r� 21 4� If I 6 I AA //^\\ \ 99'—_ ` 9°i\\ 21,438 sf / / //� \\ � \\ oo � \ / / \ � I I I I I I I �4 Of°� I 18,669 1 21 10 106.45 I I I I 150.0o: 33,488 sf �.!/ 132.74 , / n 27 / / 'O 92g l yl �K 28,292 sf 6 13 I \ s0 \ \ �c 18,000 sf \ 2 \ �i2 ,� / 4- —I 14 75 C (� / / / / J / 1 `$ ✓ \ \ 18, 00 f \ ` / / —---:_1�nv — ,� 17 --- 137.18 / 1 �— 120.83141.02 I I \ 12 / \ �J t / �� «- 19,936 sf / \ / - � \ 532 sf 18,349 116.51 25 I I9,600 sf l�s 233 / // / , v 2G.4p s \ \ / \ \\ w \,�\ \ I� I II IL �O <` —y I u, 34,000 sf 1 + / < j / / / / 19 j / I — — _ 19,o6 sf�3 '� \ O \ (/ / // \ \ \ 19,423 sf\� p s GL / \ \ \ \ 8 19,390 sY' 17,662 sf \ 1 % / / � 9237 � � -- + / / / / / 1 I \ \ / / \ J , 7 I v lJ IL I I r? z�sa sf / / / —I r — I // \ / ' 33,690 s r? 4 1�,386 sf /f 9 � 1 OUTLOT A-'� 985 sf a" < �A3�G — \rN _. 19,497 --26, 31 sf —� 18 4 / �/ I it II III IS � /; (j /�� \\ \\\\ \ // // 90 \\\I— VVV 20,482 Af v 819 sf I 230vg �ll,/ I I ss s I // r T1T / C�J `� /' / se j �r g0p0 \ \\\\ 2 Zl$�9 I 'I 19,769 sf — O III I I /�/ V V IL_v I�> CD Ch 8 `< I I 18,9v sf 18 2 Qr .—.._ I I<. I /&Li% I I I 22,868 sf 77� — J \ nr n/T/nn/ I n/nnn-/ /-I(/L/lllV!V VY l/VLl/\I LJVL r7L_1vr7/ L^vl� A )A/ I I �3 q Inc. � E)/ram /�r — I I VVVVL/l\l L/lJL_ / /L_ /-- — I f-71 vr7 / I �,��3y PINEHURST HOMESITE AREA AND IMPERVIOUS SURFACE CALCULATIONS Lot' Block Private Replat Replat Replat Road Size Size 25% Imp. S.F. Acres Imp. S.F. Private Road Imp, % Replat Buildable Imp. Area `• 1 11 18,000.30 0.41 4,500 4,500 21 11 18,001.50 0.41 4,500 4,500 31 11 18,532.00 0.43 4,633 4,633 41 11 20,477.80 0.47 5,119 5,119 51 11 18,433.90 0.42 4,608 4,608 6 11 18,000.40 0.41 4,500 4,500 7 1 18,278.40 0.42 4,570 4,570 8 1 18,008.101 0.41 4,502 1 1 4,502 1 2 27,440.401 0.63 6,860 6,860 2 2 30,704.60 0.70 7,676 2,724.70 90/0 4,951 3 2 23,900.50 0.55 5,975 5,975 4 2 19,618.70 0.45 4,905 4,905 51 2 19,088.40 0.44 4,772 4,772 6 2 34,000.00 0.78 8,500 3,575.20 11% 4,925 7 2 33,690.40 0.77 8,423 3,567.50 11% 4,855 8 2 25,885.50 0.59 6,471 1 1,765.40 7%1 4,706 9 2 21,286.601 0.49 5,322 5,322 10 2 21,354.00 0.49 5,339 5,339 11 2 18,698.80 0.43 4,675 4,675 12 2 18,537.90 0.43 4,634 4,634 131 2 18,000.30 0.41 4,500 4,500 14 2 18,001.10 0.41 4,500 4,500 15 2 19,786.30 0.45 4,947 4,947 16 2 20,221.70 0.46 5,055 5,055 17 2 21,275.001 0.49 5,319 5,319 18 2 19,745.10 0.45 4,936 4,936 1 3 19,711.10 0.45 4,928 4,928 2 3 18,349.10 0.42 4,587 4,587 31 3 22,372.70 0.51 5,593 5,593 41 3 21,819.00 0.50 5,455 5,455 5 3 22,868.40 0.52 5,717 5,717 6 3 18,977.20 0.44 4,744 4,744 7 3 19,385.701 0.45 4,846 4,846 8 3 18,297.20 0.42 4,574 4,574 1 4 18,007.80 0.41 4,502 4,502 2 4 18,292.40 0.42 4,573 4,573 3 4 18,125.40 0.42 4,531 4,531 41 4 18,134.20 0.42 4,534 4,534 5 4 21,416,70 0.49 5,354 5,354 6 4 21,437.80 0.49 5,359 5,359 7 4 18,668.70 0.43 4,667 4,6 37 By Lundgren on 1/6106 from PinehurstDraffFinalPlat1-6-06.pdf Printed on 1/6/2006 at 1:54 PM PINEHURSTReplatLotTab1-6-06.xis PinehurstAreasBase SCANNED Carver County GIS Mapping Application lei ' P. 117 ght 2005, Legend ford Text US Highways IM Highways NCSAH Map Created on: carry Read, 1-9-2006 Likes Carver Paula County .final Phalo 2002 This map was created using Carver County's Geographic Information Systems (GIS), it is a compilation of information and data from various City, County, State, and Federal offices. This map is not a surveyed or legally recorded map and is intended to be used as a reference. Carver County is not responsible for any inaccuracies contained herein. Date: January 9, 2006 To: Development Plan Referral Agencies From: Planning Department City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 By: Robert Generous, Senior Planner Subject: PINEHURST 22d ADDITION: Request for Preliminary and Final Plat approval to subdivide approximately 28 acres into 33 lots and 3 outlots with variances for the use of private streets and a double frontage lot on property zoned Single -Family Residential (RSF) district; and the Vacation of drainage and utility easements located at Pinehurst Drive and Galpin Boulevard. Applicant: Lennar Corporation (Lundgren Bros. Construction, Inc.) Planning Case: 06-07 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on January 6, 2006. The 60-day review period ends March 7, 2006. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on February 7, 2006 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than January 27, 2006. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Enrdneer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or SprintfUnited) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco Public Hearing Notification Area (500 feet) Pinehurst 2nd Addition City of Chanhassen Planning Case No. 06-07 Subject Site 1,40 11,01 PAP WOMEN DAVID M & JULIE A FUECKER DANIEL D & DENISE A OLSON EDWARD M & CHERYL A BLACKFORD 6751 MANCHESTER DR 6776 MANCHESTER DR 6788 MANCHESTER DR CHANHASSEN, MN 55317-6700 CHANHASSEN, MN 55317 -6700 CHANHASSEN, MN 55317-6700 JOSEPH WILLIAM & DEIRDRE D ERB 6787 MANCHESTER DR CHANHASSEN. MN 55317 -6700 IND SCHOOL DIST 276 261 SCHOOL AVE EXCELSIOR. MN 55331 -1987 STEVEN S & LORI A ABBLETT 2081 CRESTVIEW DR EXCELSIOR. MN 55331 -BOOB DANIELJ DOHSE & MARIT S LEE-DOHSE 2058 HIGHGATE CIR CHANHASSEN, MN 55317-6704 PLOWSHARES DEVELOPMENT LLC 1851 WEST LAKE DR SUITE 550 CHANHASSEN, MN 55317-8567 U S HOME CORP 935 EAST WAYZATA BLVD WAYZATA , MN 55391 -1849 DOUGLAS E & MARY K JOHNSON 6474 MURRAY HILL RD EXCELSIOR, MN 55331 -8994 PAUL S TUNGSETH 2051 CRESTVIEW DR EXCELSIOR, MN 55331 -8008 SCOTT D & CYNTHIA L BOEDDEKER 6710 MANCHESTER DR CHANHASSEN, MN 55317-6700 COURTNEY W & CHRISTINE CLAFLIN 2040 HIGHGATE CIR CHANHASSEN, MN 55317-6704 LECY BROTHERS CONSTRUCTION INC 15012 HWY 7 HOPKINS , MN 55345 -3634 CHARLES R & BEVERLY J JACKSON 2110 CRESTVIEW DR EXCELSIOR, MN 55331 -8009 DORIS L NIKOLAI REV TRUST 6570 GALPIN BLVD EXCELSIOR. MN 55331 -8020 ERIC W & GRETCHEN G LOPER 2076 HIGHGATE CIR CHANHASSEN. MN 55317-6704 JEFFREY A JORGENSEN & HELENA B STAFKO 2028 HIGHGATE CIR CHANHASSEN. MN 55317-6704 TIMOTHY P & HEIDI S LARKIN & LECY BROS CONSTRUCTION 2150 CRESTVIEW DR EXCELSIOR. MN 55331 -8009 I re 'r(�i"I LT l�`-4, Illyll I I I I I i�e.;drrs I I PINEHURST HOMESITE AREA AND IMPERVIOUS SURFACE CALCULATIONS Replat Lot' Block Size S.F. Private Private Replat Replat Replat Road Road Buildable Size 25% Imp. Imp. Imp. Acres Imp. S.F. % Area " 1 1 18,000.30 0.41 4,500 4,500 2 1 18,001.50 0.41 4,500 4,500 3 1 18,532.00 0.43 4,633 4,633 4 1 20,477.80 0.47 5,119 5,119 5 1 18,433.90 0.42 4,608 4,608 6 1 18,000.40 0.41 4,500 4,500 7 1 18,278.40 0.42 4,570 4,570 8 1 18,008.12 0.41 4,502 4,502 1 2 27,440.40 0.63 6,860 6,860 2 2 30,704.601 0.70 7,676 2.724.70 9% 4,951 3 2 23,900.501 0.55 5,975 5,975 4 2 19,618.70 0.45 4,905 4,905 5 2 19,088.40 0.44 4,772 4,772 6 2 34,000,001 0.78 8,500 3,575.20 11% 4,925 7 2 33,690.401 0.77 8,423 3,567.50 11% 4,855 8 2 25,885.501 0.59 6,471 1 1,765.40 7% 4,706 9 2 21,286.601 0.49 5,322 5,322 10 2 21,354.001 0.49 5,339 5,339 11 2 18,698.80 0.43 4,675 4,675 12 2 18,537.90 0.43 4,634 4,634 13 2 18,000.301 0.41 4,500 4,500 14 2 18,001.101 0.41 4,500 1 4,500 15 2 19,786.30 0.45 4,947 4,947 16 2 20,221.70 0.46 5,055 5,055 17 2 21,275.00 0.49 5,319 1 5,319 18 2 19,745.101 0.45 4,936 4,936 1 3 19,711.101 0.45 4,928 4,928 2 3 18,349.10 0.42 4,587 4,587 3 3 22,372.70 0.51 5,593 5,593 4 3 21,819.00 0.50 5,455 5,455 5 3 22,868.40 0.52 5,717 1 5,717 6 3 18,977.20 0.44 4,744 4,744 7 3 19,385.70 0.45 4,846 1 4,846 8 3 18,297.20 0.42 4,574 4,574 1 4 18,007.801 0.41 4,502 4,502 2 4 18,292.40 0.42 4,573 4,573 3 4 18,125.40 0.42 4,531 4,531 4 4 18,134.20 0.42 4,534 4,534 5 4 21,416.70 0.49 5,354 5,354 6 4 21,437.80 0.49 5,359 5,359 7 4 18,668.70 0.43 4,667 4,667 By Lundgren on 1/6/06 from PinehurstDrat FinalPlatl-6-06.pdf Printed on 1/6/2006 at 1:54 PM PIN EHURSTReplatLotTabl-6-06.xls PinehurstAreasBase SCANNED 2005 Westwood Frofession.I Services, Inc Vicinity Map Construction Plans for Grading, Drainage and Erosion Control for Pinehurst Chanhassen, Minnesota Prepared for: Plowshares Development, LLC. 1851 Lake Drive West Chanhassen, Minnesota 55317 Contact: Nathan Franzen Phone: 952-361-0832 Fax: 952-361-0833 Prepared by: ". Westwood Professional Services, Inc 7599 Aneyern Chive Eden pl irk MN 55W Mtalw:963A97-9150 r.s ssx-vl-sau Project number: 20041064.00 Contact: Chris Moem, PE INDEX SIEff N0. DESCRIPTION 1 COVER 2 GRADING DRAINAGE & EROSION CONTROL PLAN (WEST HALF) 3 GRADING DRAINAGE & EROSION CONTROL PLAN (EAST HALF) 4 GRADING DETAILS 5 PROFILES AND STREET SECTIONS 6 STORM WATER POLLUTION PREVENTION PLAN L ST. U df Q3o b o 0 W.65th ST -t w ax F 22 CRESTVIEW D . 1-- CRESTVIE q CIR. i q LAKE LUCY OADv LAKE LUCY (Not to Scale) CITY OF CHANHASSEN RECEIVED FEB 0 2 2006 CHANHASSEN PLANNING DEPT City Project #05-03 NO, I DAIS I REVISION SHEM 1 04/26/05 m Revised Per City Comments (CRN) All 2 07/05/051 Revised Per City Comments (CRN) 1-3 & 6 3 09/01/05 Pad Elevations (CRN) 1-3 4 01/05/06 Revised Per Replat (AW) 1-3 5 02/02/D6 Revised Per City Comments (AJM) 1-3, 6 Construction Plans for Grading, Drainage and Erosion Control for Pinehurst ChawF� Minnesota Dale M/tVos sheee E at 6 SCANNED 0 2004 Inc Westwood Rdeswel Services, Inc. ,- � mF f. Plowshares Development, LLC• ,�„— = :t m 1W I I I 1131r m" Cdi PRY""$"' Ts�:]R�9M1M1 fs fllil)3Ql UM 1� D.1. W.WL SUN. SM f]eY •14 ra m,WM•..Wr W.� IMF— ■�d•4 M/YY ry• � MY•�N Cl.& s%L AD➢CWIOEW !WV WI 46 Noun before rigging: GOPHER STATE ONE CALL TWM My Arse 651-454-0002 W. Td! Fm 1-800-252-1166 GENFRAI (.RATTING A DRAINAGE NOTES • ALL CONTOURS AND SPOT EEVATIONS ARE SHOW M FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. • REFER TO THE SITE NAN/RECCD PUT FOR MOST ORRENT HORQONTAL SITE DIMENSIONS AND LAYOUT. • THE CONTRACTOR SU VDIIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-`.ERIFY PRIOR M C,,,TRUCYrGN. THE CONTRACEDR SHALL IMMEDIATELY NOTEY THIS ENBINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PWN. • THE CONTRACTOR IS M CONTACT GOPHER STATE 'ONE CAL' FOR UTILITY LOCATIONS AT (651) 454-0002 • ALL CONSTDCTON SHALL COEOM TO LOCAL RULES INMUDNG THE NATONA POLLUTANT DISCHARGE ELIMINATION SYSTEM (IPOES) PERMIT REWNREMENTS • POSITR£ DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES N ACCORDANCE WITH NPDES PERMIT. • ALL RETAINING WALL ELEVATIONS REPRESENT FMSHED GRACE OF SOIL AND DO NOT REPRESENT BURY • TOPSOIL WSPREAD SHALL BE 0.6 ON PADS AND 0.5' ON OTHER GREEN AREAS. • ALL CONSTRUCTION W DEWATERING SHALL BE IN CONFORMANCE WITH NPOES REOUIREMENTS • ALL RETAINING WALLS SHALL BE DESIGNED BY OTHERS • WETLAND BUFFER AREAS SHALL BE STAKED AND SIGNED N ACCORDANCE WITH THE OTY'S WETLAND ORDINANCE BEFORE CONSTRUCTION • ALL SILT FENCE AND OTHER EROSION CONTROL FEAIRES SHALL BE N-NAGE PRIOR TO ANY EXCAVATION/WNSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TRF OR GROUND COVER HAS BEEN ESTABUSIHED AND SI BE REMOVED WITHIN 00 DAYS THEREAFTER. EASING SILT FENCE ON -SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL SE CONSIDERED INCIDENT& M THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE M BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTRW TEMPORARY PONDING. DIKES, HAY BALES. ETC., REWIRED BY AGENCIES/OWNER SHALL BE NUIOENTA TO THE GRADING. • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES • ALL STREETS DISTURBED WRING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE M THE STE MUST BE PROVIDED ACCORDING M DETAILS TO REDUCE TRAGIONG OF DIRT ONTO MBUC STREETS. • STREET SMETPING/CLEMING M BE PERFORMED DAILY OR AS NECESSARY • INLET PROTECTION TO BE PROVIDED FOR ALL STORIWATER NIETS THE POND ISM BESEEDED WITHIN T2 HORS N"lER iTHI1 GRADE IB ESTABLISHED • THE SITE SHALL BE STMRI= WITH A 508 SEED MIX AND TYPE 1 MULCH IN ACCOORANCE WITH MNOOT 2575 UNLESS OTHERWISE NOTED. • THE SITE MUST BE KEPT N A WELL -CRANED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONS E FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REWINEO TO INSURE PROPER GRANAGE O#ING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BULGING PADS MUST BE FRONDED WITH A POSITIVE OUTFLOW. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOL AND DEERS. STREET SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE. • HAIL HOURS AND ROUTES OUST BE CONFIRMED WITH THE OW PRCR M BEGINNING WOO • ALL TEMPORARY SMCKPIIES MUST HAVE SILT FENCE PLACED MOUND THEM TO TRAP SEDIMENT • THE PERMANENT POND USED AS A TEMPORARY BASIN SHALL BE CLEANED OUT AFTER FINAL STADIUZATON OF THE SITE • THE POND SHALL BE UNED WITH 2' OF CLAY MATERIAL BELOW TOPSOIL • ALL EXPOSED SOILS NOT TO BE GRADED FOR. 7 DAYS (2 a SLOPES). 14 DAYS (1P.1 M aI), OR 21 DAYS (IDI OR FLATTER) SHALL BE SEEDED AND MULCHED. • MY SLOPES LONGER THAN 75' IN LENGTH SHOULD BE BROKEN UP INTO SECTIONS WITH BIO-ROLLS ACED ON THE CONTOUR FOLLOWING BLANKET MPUCATON • BITUMINOUS k CONCRETE REMOVALS U51ED ON THE ORAONG PLAN MLL BE COMPLETED UNDER TEDEMOLITION CONTRACT. BENM lYlARKS TOP NUT OF HYDRANT LOCATED SOUTH OF ENTRANCE ON WEST SIDE OF GALPIN ELEVATION-105E62 �a Q 0 DENOTES SOIL BORING DENOTES SILT FENCE (TYPE I, MACHINE SLICE. SEE DETAILS) M 011111 0 DENOTES HEAVY DUTY SLT FENCE (TYPE R SEE DETAIL) WWWW WWWWW DENOTES TREE PROTECTOR FENCE —MBO— DENOTES EXISTING CONTOURS N 1980-- DENOTES PROPOSED CONTOURS FMy DENOTES PROPOSED STORM SEWER [>—s•-0 DENOTES EASTNG STORM SEWER DENOTES EXISTING TREE LINE PVINY DENOTES APPROXIMATE TREE REMOVAL LIMITS ••'� DENOTES PROPOSED SPOT ELEVATON euF DENOTES EMERGENCY OVERFLOW I� E EVATON DENOTES EROSION CONTROL NANNET (MNDOT -3M, CATAOCRY 0, WOOD FIBER 2S) d� DENOTES BIO-ROLL EROSION CHECKS / STRAW WATTF _ ozaaoe. rG:rading VID5 Ibat 2 of 6 Pinehurst Drainage & Control Plan SCANNED rl SeMcee. q N T t/z• � 7 PI Fe MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE a ^� 1. SLOPE CLODS, SHALL 2. LAY DIRT I ISOMETRIC NEW BLANKETS FILTER FABRIC UNDER TYPICAL TREATMENT SURFACE SHALL BE FREE OF ROCKS• WET SLOPE LINING STICKS AND GRASS. MATS/EILANKETS HAVE GOOD SOIL CONTACT OSION BLANKETS LOOSELY AND STAKE ON RF RE1NFgtCEMENT TO MAINTAIN DIRECT CONTACT VAIN MATS SLOPE ML DO NOT STRETCH INSTALLATION 1. SNAW IMTILES ARE 1U1IE5 MADE FROM STRAW BgMO W/ RASM METING THEYARE APPROE , MA AND 20 - W ". LONG. iL S W WATRE9 TAP SDMENT W p,I BEET . RLL kR09RN BY MTKIN I Am AND ITY T, NCIEA9IG MLiM1DN M1E5 AND BY FROG1K.116 A FAWIIdE ENVApaGT Fqt FLN1T ESTABU9EFNT. 1 STRAW WATTLE 1145TN TON REEAIES THE 0.ALETEJIT AND $EQNE trf R W THE WATTLE N A TEHON. Y -Arcs>. . S STATE OR ID/OR a STAKE 11/7 MA SPROUTED WLLOW STAKE. WATTLES Y IBUT STRAW wAtnEs TIET \\ ELEVATION_998.0 3:1 x `��-�I.J\lam/�I�JJ f0 — 10• 31— zy TYPICAL POND SHOWN BBENEA�THYGD��L�ET ELEVATION. NOTE AT TERM NULL 6E 01 w IN COLA 6.oao°`T3 '% l T Reh E( b rme Note E, T_ vt 1eq uNxr y,cfNatm,, murre 20JC. motme geed Ntm mvnRennt. M*" foetered to MW T-Part, ,Nb 3(5 ) teHw ' Yreyth *rx ,p Die W i Pog (YNefre eievi) EROS[QN CONTROL FENCE - ]YPF e• MrA s .w.L 1 We TV 2 At No. W the mne ® five I vRh hq fe,e infaled ® W AetW 1" 2 to be u,ei M pout d ve9mm Zip Ties - EROSION IXIMR(M FENCE - TYPE —�V•V_• 2 CITY OF SILT CSAMSI1SSSS FENCE 530— RF card a BF„I wmw �N eS wrwrtv If Pr w KY B B A A UPSTREAM POND SIDE B B IP c OgRp llPpf ,YCIION A —A MOM wt ,o('.Ro wr p eDM Too p vwaTa. rAc �wv RMF lER ONES A NlrlcK p 3cF 1. Y1 MIX 1 41 40 SECTION B—B WEAR COURSE 5158 :GATE BASE ROOK MTDOT 3138-1 LOT WINEk DEYATOM 99 WT Numest 1 4MMIIANE ARROW 5205—FINISH GROUND ELEVATION AT REAR a PAD a 1Z (F MPDCAHE ) 4.0 M11MIM BASEMENT FLOOR FRONT GARAGE BAB FIEVATM M"AY TOR B.O DIFIDE NCE rRaw D ETEVATDM ATREAR OF PAD AGE SVB DEVATDM. AAgD FOIE 9.G' dt 111V FRNID ELEYATNN ATREAR 6 PAD AAGE %AB DEVATND, .0 a uORUr NOTC u " � • wAfP THE (1) NOKARS THAT THE GATAOE N AN RI � a tAGCM FIRST FLOOR 1 AT Q OT IFFY BEIDW TFE FIRST T.00R EIEVAIDN. 7•b - 90E W.DIWr TIE 2 1D6THEMATTHAT TCNUGE M AN TONAL 2 Bf0IX9 OR 1.4 FEET ELDW THE FAST FLOOR NE VAT0N. TYPICAL LDT A rr11' NOTE SO fence per UNDOT _I I r 11YY'► f • r r W`I Y=S1. Tr i iI rTP'i' `i•r ti• r-r i YY 1i•Ir`F ISrrrr•-Ii ri �IIIIWIY1- r r p 1 .'eI k plo.tk zip tire per I RUNOFF 12- :,.,. SECTION AA OFF ROAD CB FILTER BARRIER FILTERED WATER Coll 18 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-4 0002 Mn. Teti Free 1-10 252-1166 GEEClI4N OF FLlfIW CM LOT 51PEET PROfEE �� OS Bs• oEEGT1o1l av FLOW ON sfNET LOT SEMp.IG Al W1011 LC 1Q0 yT l.sd u�i •,y onnra PO rvm c nAKI as v` or .1Dar,to ,v m Wsa.s tv, WALK -OUT RnAN,E awes � IT•J . r.s O m apwm er teMYR ,d r a,w LAAAZ Le I,Am orIDK,¢ xsm. w rrkKAM � wF pA of rva ` vnmvo AL r.v w Weae.•(orw'¢ zwsK, sa tTmJ IWYWq sa P,P.1 won on. LOOK -OUT (IO) ..',ever wr¢ fa vAn LgAAtw erwss A OWJ Aav . wwt. q1R< 1. �a,.pp a IrWJ A0.. ..¢ wM IFAIZ Lfrteat Nwsc fi lrw.l t avoar A1I GRADING GRADE TO MATCH BACK INTO THAN 1C FROM NOW FOR SMALL UTILITY INSTALLATION. n 21111 11—_A; river U2/2T/GS M 4 DF 6 I WftstuvOaDNl$ME6,Inc. ..e.,....�.�._.... I I = I PinehurstGrading AM n• Plowshares Development, LLC ilF aDetails W H¢eD-e1Q. PE X% Lake Drive West, Settle SED B�l�rYr/Ya_ y OWAM �1a NIA Ch._h=� ABn[K!♦.rh SST12 I (]IDK6e,G®. NBIIDMONI 2005 Westwood Professional Services. Inc AMBERWOOD LANE MEHURST DRIVE TYPICAL LOCAL STREET SECTION (311 BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION PL 30' ROW 10' 15.5'- DRAINAGE & UTILITY 14'S EASEMENT BOULEVARD 2.0% SLOPE Dil 30' 1/2' - MnDOT 2350 LVWE350308 WEAR COURSE )OT SPEC. 2357 BITUMINOUS TACK COAT - MnDOT 2350 LVNW350.30B BASE COURSE - CLASS 5 AGGREGATE BASE, 1DOS CRUSHED STONE MnDOT 3149.29 SELECT GRANULAR BORROW WPACTED SUBGRADE BOULEVARD 2.0% SLOPE Coll I Hours before digging: GOPHER STATE ONE CALL Tw Oty Area 651-4 0002 W. Tall Free 1-10 252-11M v 2 NORM eta; 15-1 vols PI TYPICAL PRIVATE DRIVE SBIMON W/PARKING ON ONE SIDE (W BACK TO BAM ADER WAY I&W W PARKI AREA rz en,a a >m era a Lus 0sP) COT SPEC I 9TWIP5 T. COAT MnD0T SPEC =0 LNMS50.'AB B W MNT SPEC =1 f1AS5 5. 1W3 aUSlm Sr E BCCR M BA ' Y T SPEC 3149.M 9 CT aA9UL 801 C @I.ChO AIBaM' TYPICAL PRIVATE DRIVE SECTION PL (2(Y BACK TO BACK 16 1• L _DRAINAGE & UTILITY EASEMENT NOTE PRIVATE UTILITIES WILL HAVE TO BE INSTALLED IN THE ROW IN SOME CASES DUE TO RETAINING WALL RESTRICTIONS, PLAN NEW FOR SPECIFIC FOR SIDEWALK z� ws ff mo era ar wu (Tw) / ePc vwss 1-1/Y MWIaT 4E4 ].lea LYIE9QAe M C MriOr 4EL Zl3) 011YILVS TAM 0.AT Y Ybai SPEC 2mB LMRS1oaIB eA1E CCiMY r ,wBgr svcc. as, wv e. ,aa: aUsm srac 14pEGTE aesE ze• WCOT SPEC M"" Ylfl? OIMMAR elMae oorre,m suemue E-Is zawlos.oGo. �+c. Eger 02/21/05 a.e 5 a 6 - T� f- Pinehurst Proines Westwood Professional Services, Inc. >s.s. aM ""�" Plowshares Development, LLC _.� and Street Sections nw: nz-nT_s+so r,.: assnT.sszz eM — AMIalx �°° Wes' S!i(] oa 0e1WOS , . 4C65i• _ �.�_er/4s/w. f]unheeevl. Miamnt4 ASiV I Clunh� Minmota I PLAT NO. PINEHURST .2ND ADDITION I C.R. DOCENO. KNOW ALL MEN BY THESF PREWY7£ that Plowshares Oemlopmen t, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Carver. State of Ninnesoto, to wit: Lot / through Lot 22 and Lot 27. inclusive, Black 1, PINEHURST, and Lot i through Lot 8, inclusive, Black 3, PINEHURST, occording to the recorded plat thereof, Corvn County, Minnesota. And that U.S Nome Corporation, a Deloware coiporotkm, fee owns of the following described property situated in the County of Carver. State of Ninnesoto, to wit. Lot 23 through Lot 26, lndusim Block 1, PINEHURST, and Lot 1 through Lot 8, indusim, Black 2, PINEHURST, acarding to the recorded plot thereof. Cower County, Minnesota. Nara caused the same to be surveyed and platted as PINEHURST 2ND ADDIRON and do hereby donate and dedicate to the public far public use !serer the easements as shown on this plat far drainage and utility purposes only. In witness whereof said Plowshares Development, LLC a Minnesota /united liability company, has caused these presents to be signed by its proper officer this _ day of 200 . PLOWSHARES OE1,ELOPAIENT, LLC By Todd M. Sinning, President STA7E OF ANN ESOTA O"rY OF The foregoing instrument was acknowledged before me this day o/ 200 by Todd U. Simning, President of Plowshares Development, LLC a Minnesota limited liab➢ity company, on behalf of the company. Notary Public, My Commission Expires County. Minnesota In witness whereof said U.S Horne Corporation, a Delaware corporation, has caused these presents to be signed by its proper officer this day of 200 . STALE OF AN0930TA CpMTY OF The foregoing /nsbament was acknowledged be/ore me this its an behalf of the corporation. U.S. HOME CORPORA 77ON By Its day of 200 by _ of U.S. Home Corporation, a Delaware rn a,dt;an, By Notary Public, County, Minnesota My Commission Expires I hereby certify that I hove surveyed and platted the property described on this plot as PINEHURST 2ND ADDITION; that this plat is a correct representation of the survey, that at/ distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments w➢/ be correctly placed in the ground as shown, in accordance to Minnesota Statutes, Section 505.02. Subd. I; that the outside boundary lines are correctly designated on the plot; and that there are no wetlands as defined in Minnesota Statutes, Section 505.02, Subd. 1 or public highways to be designated other than as shown. By Craig W. Morsa Land Surveyor Minnesota License No. 23021 STALE OF AMMESOTA COINTY OF The foregoing Surmyars Certificate was acknowledged before me this _ day o/ 200 by Craig W. Morse, Land Surveyor, Minnesota License No. 23021. By Notary Public, County, Minnesota My Commission Expres d7ANHASSEN, MMME510TA This plat of PINEHURST 2ND ADDI770M was approved and accepted by the City Co nc➢ of Chanhassen, Minnesota at a regular meeting thereof held this _ day of 20 and is in rnmpfiance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. M1 mmummts will be set as specified by the City Counc➢ and as staled on this plat. according to Minnesota Sfatufes, Section 505.02. Subd. 1. By Mayor By CCUN7Y SURIEYOR, Carom County, Minnesota Pursuant to Chapter 395, Minnesota Laws o/ 1971, this plat has been approved this day of 200 . By John E. Freemyer, Carver County Surveys COUNTY AUDITOR, Carver County, Minnesota I hereby certify that taxes payable in _ and prior years have been paid far land described on this plat. Dated this day of 200 By Mark Lundgren, Carver County Auditor COLWTY RECORDER Caner County Minnesota I hereby certify that this plat of PINEHURST 2ND ADOInON was Neel this day of . 200 at O'clock _ M. as Document Na By Cad W. Hanson J'.. Caron County Recorder REGISTRAR OF 77MM Conn County Umnesoto I hereby certify that this plat of PINEHURST 2ND ADD/PON was filed this _ day of 200— at o'clock _.M. as Document No. BY Car/ W. Nmsm 1-., Carver County Registrar o/ Titles CITY OF CHANHASSEN RECEIVED FEB 1 4 2006 CHANHASSEN PLANNING DEPT SCA""ED WESTWO 0D Professional Serdces, Inc. 9 100 150 Scab in feet Scale: 1 inch= 50 feet o Denotes 112 inch x 14 inch ban monummt set end marked by R.LS. Registration Na 2JO21 • Denotes 112 inch x 14 inch kon monument found marked by R.L.S. Registration No. 23021. unless otherwise indicated The orientation of this bearing system is bused on the north line of Block I, PINENURST, which is is assumed to hear N 87e12'20" W. DmInege and Utility Easements are shown thus: I I I I t— s - - - - - IO_ 1 O_ 1----J L____1----_ (Not To Stole) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width, unless otherwise indicated, and adjoining street right-of-way lines and rear lot lines os shown on the plat. PINEHURS T 2ND ADDITION OUR,OT A /E®wentot d r auee • / :y i ii C 1-1 I I Iirrn r,n nr.� I %/Livl7%:J en iiii_iiUR i PLA T FILE NO. C.R. DOC. NO. vv f )Clvfli F I N87012'20"W �hra ]8h I J,q I � I V020 1VIE J2.28 I C� I <t I I I I I c; I � I I I i S I CITY OFCF RECE FEB 1 12006 r1iIlj I CHANHASSEN PLA NING DEFT I I � I I `s c� I .y I I R.LS Na 120u1 SCANNED I WESTWOOD Professional Sc-,es, Inc. VIYI./ I /l JlV ea enn,rinel uuIIIVIY I urnnn rnnr IIV V V�/yVL P/NEHURS T .2ND ADDITION IJi„...... \.r xnn,r,na, nut`„ tV, v 1/12' 4 km nT . AVfiify /IVVI l lV aV OITY OF CHANHASSEN RECEIVED FEB 1 4 2006 CHANHASSEN PLANNING DEPT .. -ASSEN ED 1 4 2006 ..HASSENPLANNING DE- I 50 0 50 too 150 Scale in feet Scale: 1 inch= 50 feet o Denotes 112 inch x 14 inch hn monument set and marked by R.LS Registration No. 23021 Denotes 112 inch x 14 inch ban monument found morked by R.LS. Registratin No. 23021, unless otherwise indicated The orientation of this bearing system is based anthe north line of Block 1, PINEHURST, which is is assumed to bear N 87e12'20* W. Drainage and Utflity Easements an, shown thus: I II —I 5 F— 5 II o I I o II (Not To Scale) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width, unless otherwise indicated, and adjoining street right—of—way lines and rear lot lines, as shown an the plat. -------T---- SCANNED I ::GwRiwE HOGHTS I il"000ROG HEIGHTS, , WESTWOOD Professional Services. /nc. CAROL ASLESEN CHILD PATRICIA HELENE STAMP & KENNETH W & NANCY C EATO 6482 MURRAY HILL RD GORDON L STAMP 1950 WHITETAIL RIDGE CT EXCELSIOR, MN 55331 -8994 1960 WHITETAIL RIDGE CT EXCELSIOR, MN 55331 -9099 EXCELSIOR. MN 55331 -9099 RICHARD E & KAREN HERRBOLDT DOUGLAS V SCHROEDER BERNARD C JR & SANDRA BENZ 6464 MURRAY HILL RD PO BOX 625 2061 65TH ST W EXCELSIOR , MN 55331 -8994 CHANHASSEN , MN 55317 -0625 EXCELSIOR, MN 55331 -9006 WILLIAM C & JUDITH J ASHENBACH DANA F NICHOLSON & SCOTT G & LISA B CHRISTIAN 2041 65TH ST W DEBRA A PITTMAN 5500 MAPLE HEIGHTS RD EXCELSIOR , MN 55331 -9006 6500 GALPIN BLVD GREENWOOD, MN 55331 -6801 EXCELSIOR, MN 55331 -9013 WILLIAM V & NANCY M SWEARENGIN MICHAEL J STACHOWSKI BRUCE A & JEAN A MATTSON TRUSTEES OF FAMILY TRUST 2050 CRESTVIEW DR 2020 CRESTVIEW DR 635 CLEARVIEW AVE S EXCELSIOR, MN 55331 -8007 EXCELSIOR, MN 55331 -8007 MESA, AZ 85208 -1922 KRISTIN F PAUL TROY PAPPAS & CHARLES C HICKS & 1941 WHITETAIL RIDGE CT KARI A BRACKELSBERG VICKY R SHERMAN EXCELSIOR, MN 55331 -9099 1961 CRESTVIEW CIR 1941 CRESTVIEW CIR EXCELSIOR, MN 55331 -8006 EXCELSIOR, MN 55331 -8006 RICHARD A & JUDITH LINDELL DENNIS M & JOAN E CLARK CHARLES R & KATHLEEN J MOWREY RENO R LINDELL 8433 39TH AVE N 6651 , MN IBLVD 6610 BRENDEN CT NEW HOPE, MN 55427 -1120 EXCELSIORLSIOR MN 55331 -8039 CHANHASSEN , MN 55317 -7560 JOHN A & DEBORAH S MASCHOFF MARK CONRAD GREGERSON DAVID L & HOLLY J JESSEN 6613 BRENDEN CT 6633 BRENDEN CT 6618 BRENDEN CT CHANHASSEN , MN 55317 -7560 CHANHASSEN . MN 553117 -7560 CHANHASSEN , MN 55317 -7560 BRECK O & MARLIESE JOHNSON PAUL J & KRISTI L BORCHERT WILLIAM O & KRISTEN K FLANAGAN 6621 GALPIN BLVD 6636 BRENDEN CT 6653 BRENDEN CT EXCELSIOR , MN 55331 -8022 CHANHASSEN , MN 55317 -7560 CHANHASSEN , MN 55317 -7560 MICHAEL L & AMY C DEGENEFFE DAN V & CYNTHIA M SEEMAN STEVEN W & WENDY LAM BURESH 6654 BRENDEN CT 6673 BRENDEN CIR 6651 GALPIN BLVD CHANHASSEN , MN 55317 -7560 CHANHASSEN , MN 55317 -7560 EXCELSIOR, MN 55331 -8022 THOMAS & MARY KUHN JOSEPH R COOK & ERIC M & PATRICIA E BURDON 6693 BRENDEN CT KATHLEEN L HUNTINGTON 6690 BRENDEN CT CHANHASSEN , MN 55317 -7560 6672 BRENDEN CT CHANHASSEN , MN 55317 -7560 CHANHASSEN . MN 55317 -7560 KIMBERLY K GOERS DON W & CHRISTINE A ANTHONY BRADLEY D HIMLE 6709 BRENDEN CT 6700 BRENDEN CT 6681 GALPIN BLVD CHANHASSEN, MN 55317 -7570 CHANHASSEN. MN 55317 -7570 EXCELSIOR, MN 55331 -8022 LESTER A COVER & JOHN F & MARIELLEN WALDRON GESTACH & PAULSON CONSTRUCTION ANNETTE D MCEWAN-COYER 1900 LAKE LUCY RD 200 CHESTNUT ST N 6719 BRENDEN CT EXCELSIOR, MN 55331 -6505 CHASKA , MN 55318 -192D CHANHASSEN, MN 55317 -7570 TROY A BADER & HERBERT M &DONNA M HILLMAN SANG C & NHI T KY GINA SAVER 6716 BRENDEN CT 6729 BRENDEN CT CHANHASSEN, , MN 55317 -6706LAKE CHANHASSEN, MN 55317 -7570 CHANHASSEN, MN 55317 -7570 CHA JAYSON C DREHER JUDITH ELAINE ALEXANDER DANE S & LISA D DOESCHER 2144 LAKE LUCY RD 2122 LAKE LUCY RD 6732 BRENDEN CT CHANHASSEN, MN 55317 -6705 CHANHASSEN , AN 55317 -6705 CHANHASSEN, MN 55317 -7570 ZHIJUN WANG & KENNETH F & KRISTEN L THATCHER XUEBING FENG & YOUFEI WU XIAOGUANG DENG 2237 LAKE , 2219 LAKE LUCY RD RD CHANHASSEN, MN 55317 -6706 6724 MANCHESTER DR CHANHASSEN MN 55317 -6706 CHANHASSEN, MN 55317 -6700 BRIAN J HABAS & STEPHEN J & LAURIE A KERKVLIET STEPHEN M & HEATHER L PINT SUSAN B LAINE 2201 LAKE LUCY RD 6750 BRENDEN CT 2021 HIGHGATE CIR CHANHASSEN, MN 55317 -6706 CHANHASSEN, MN 55317 -7570 CHANHASSEN, MN 55317 -6704 HOWARD M & MARY ANN OLSON BRUCE S & HELEN TERESA SMITH GREGORY S LOHRENZ 2249 LAKE LUCY RD 9 HAWKINS DR 2165 LAKE LUCY RD CHANHASSEN, MN 55317-6706 NORTHPORT. NY 11768-1527 CHANHASSEN, MN 55317 -6705 JASON P & TINA M SCHREUR JOHN MARK & JANICE RAE MOBERG JOSHUA T KRIENKE & 6691 GALPIN BLVD 6738 MANCHESTER DR CHRISTINA A KRIENKE EXCELSIOR, MN 55331 -8022 CHANHASSEN, MN 55317 -6700 2151 LAKE LUCY RD CHANHASSEN. MN 55317 -6705 WILLIAM F & JEANNE A KRAKE SANDRA L WELLS CLEONE B FOSTER 6739 MANCHESTER DR 2051 HIGHGATE CIR 2275 LAKE LUCY RD CHANHASSEN, MN 55317 -6700 CHANHASSEN. MN 55317 -6704 CHANHASSEN, MN 55317 -6706 JIANPING MEI & ALLEN R & ELIZABETH ANN TAYLOR RUOPEI CAD TRUSTEES OF TRUST 2117 LAKE LUCY RD A & SUE A MARTY 2135 LAKE LUCY RD 2340 LAKE LUCY RD CHANHASSEN, L CHANHASSEN, MN 55317 -6705 CHANHASSEN, MN 55317 -7561 CHANHASSEN , MN 55317 6705 DAVID M & JULIE A FUECKER DANIEL D & DENISE A OLSON 6751 MANCHESTER DR 6776 MANCHESTER DR CHANHASSEN , MN 55317 -6700 CHANHASSEN , MN 55317 6700 JOSEPH WILLIAM & DEIRDRE D ERB DOUGLAS E & MARY K JOHNSON 6787 MANCHESTER DR 6474 MURRAY HILL RD CHANHASSEN , MN 55317 -6700 EXCELSIOR, MN 55331 -8994 IND SCHOOL DIST 276 PAUL S TUNGSETH 261 SCHOOL AVE 2051 CRESTVIEW DR EXCELSIOR, MN 55331 -1987 EXCELSIOR, MN 55331 -BOOB STEVEN S & LORI A ABBLETT SCOTT D & CYNTHIA L BOEDDEKER 2081 CRESTVIEW DR 6710 MANCHESTER DR EXCELSIOR , MN 55331 -8008 CHANHASSEN , MN 55317 -6700 DANIEL J DOHSE & COURTNEY W & CHRISTINE CLAFLIN MARIT S LEE-DOHSE 2040 HIGHGATE CIR 2058 HIGHGATE CIR CHANHASSEN , MN 55317 6704 CHANHASSEN , MN 55317 -6704 PLOWSHARES DEVELOPMENT LLC LECY BROTHERS CONSTRUCTION INC 1851 WEST LAKE DR 15012 HWY 7 SUITE 550 HOPKINS , MN 55345 -3634 CHANHASSEN , MN 55317 -8567 U S HOME CORP 935 EAST WAYZATA BLVD WAYZATA , MN 55391 -1849 EDWARD M & CHERYL A BLACKFORD 6788 MANCHESTER DR CHANHASSEN , MN 55317 -67DO CHARLES R & BEVERLY J JACKSON 2110 CRESTVIEW DR EXCELSIOR, MN 55331 -8009 DORIS L NIKOLAI REV TRUST 6570 GALPIN BLVD EXCELSIOR. MN 55331 -8020 ERIC W & GRETCHEN G LOPER 2076 HIGHGATE CIR CHANHASSEN , MN 55317 -6704 JEFFREY A JORGENSEN & HELENA B STAFKO 2028 HIGHGATE OF CHANHASSEN , MN 55317 -6704 TIMOTHY P & HEIDI S LARKIN & LECY BROS CONSTRUCTION 2150 CRESTVIEW DR EXCELSIOR. MN 55331 -8D09 e2005 Westwood Professional SerNcae. Inc. Vicinity Map Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets for Pinehurst Chanhassen, Minnesota Prepared for: Plowshares Development, LLC. 1851 Lake Drive West Chanhassen, Minnesota 55317 Contact: Nathan Franzen Phone: 952-361-0832 Fax: 952-361-0833 Prepared by: ". Westwood Professional Services, Inc 7599 Angm D F nsYk. ee1553 Ml .952437.5150 F. 952-937-M2 Project number: 20041064.00 Contact: Chris Moehri, PE SF{OUIf NO. DRSCRI[PTM 1 COVER DETAILS _ 2 3 DETAILS 4 DETAILS AND TYPICAL STREET SECTIONS 5 OVERALL PLAN 6 SANITARY SEWER & WATER MAIN — PINEHURST DR. 7 SANITARY SEWER & WATER MAIN — PINEHURST DR., EDGEWVOD CT. & MANCHESTER DR. 8 SANITARY SEWER & WATER MAIN — ALDER WAY, AMBERWOOD LN & WATER MAIN TO BRENDEN POND 3rd 9 SANITARY SEWER & WATER MAIN — HEMLOCK LN. & SANITARY CONNECTION TO LAKE LUCY RD. 10 STORM SEWER & STREET CONST. — PINEHURST DR. 11 STORM SEWER & STREET CONST. — PiNEHURST DR. & MANCHESTER DR 12 STORM SEWER & STREET CONST. — ALDER WAY & AMBERWOOD LN. 13 STORM SEWER & STREET CONST. — HEMLOCK LN & EDGEWOOD CT. 14 RMT TURN LANE IMPROVEMENT PLAN ST. lu 8 WILL b C W.65th ST ax Z3.r CRESMEW D . CREST P CIR. (Nat to scat) CITY OF CHANHASSEN RECEIVED FEB 0 2 2006 CHANHASSEN PLANNING DEPT City Project #05-03 Na DATE I REVISION SKEM 1 05 26/05 Revised Per City Comments (CRN) ALL 2 07/05/05 Revised Per City Cornments (CRN) 1, 5, 8 & 10-12 3 01 05 06 Revised Par Replat (AU. WR 1, 5-13 4 02 02/06 Revised Per City Comments (AJM) 1. 5-13 Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets for Pinehurst Cluds®ea, Minuaols pees 02/21M seas 1 Of le SCANNED x 2 A a � a M neon RA a M �amww y ca&ODFU M26E%ON1 k r� rro ,nw j .•r,cux wwsw,n'a ,z rs. a•e.. r. aub.+ SAtMTxRV SERER SER�CE COMIECTON OETMI w,. w twos rb'�rn 'r � nO+r�.an Au. rm F. 9rY.(nM CRY OF Muamsser BEwe)sEmcE 2-QJ 200i 2yyyyy�yyp$p$ �pSpe e _. eab6 Yj:e .em Salt d�IYW SrW.Yp1�R/ CRY OF �DDHO �� GOOD, �9 NCP+DP 2-A ` 2202 cal Ae Na.. n.Rr. ey9L,9: GOPHER STATE ONE CALL Tde "y Aran 651-. 0002 Mn. TNI Free 1-600-252-1166 V. nrr. CY. mcn. m,mvris,l p,.r mmu (,y wW rYM_Y.Yb.xean.�er.f sre.�i ewmi i�] Yiw.r,� s M�n 9s n T. a,Y CRY OF SANTART BEFW CAiRiAA� rSER (GREAT F THAN W DEEP) 2002 9 vWY1tle�.. ra r Im1 f—Ywn CITY OF FFE BEDD110 � I P.Y.C.+ASS. Z-0 ` = W Westwood PfdE410fNl$EYYIC(5, Inc. I77.5 (hr %'/6� ..pro iS99 A„gm D,ln ve., v,.:M Mx ss1Av ode ra ela,e RS-YITi.Y .¢eerilTAYS a.r OVAM 1r w 40S9 /ilQ EEM. ,ES. xEG,RUE,nS ar xe E® we Awe. E oecartc,m •r nE rwa .m ew xdnwu wsExzrol. STANDARD muum E YAIEMIAe M S1 SE1eR CZMCRY DF FiYCAAH W NSTALLA7 P- 7 2100 m/n Ernw Htlta QUMI= ^ rM�rn•wln Irlb ap=r i veu E mno® um .ay..a. a.m a,wrs vmm w.Y r S CTTY OF CWYpQ D�ETAL Ye.w n ne-om.r as �•• • �••- trew ws fw, ^ffiEa.mwrm srw,v II.w. MIMM WATER SERVCE - 2iR `. 1006 n ,�mlcK swrwxr.eroEwe r�vairw a�amisa .w ouv sa a aAav]w�f u,t�ie,� fxi la m, KMf (ro � AMnp[or rw s6M .( (R9 m-uC CRY OF I A I uu = BARRIER 1-W ` 2109 ri re>1Y � IT PLAN wl/S w�I ear/f� y mbFun nr MY m .on �r SECTION CfTY OF SEWER C681Aa8B� CATCH SAM 2-W ` 6ql ell vas �.v wwar a ", . tY � C Y m.KrttMIID rsn0 �w`,cxwmrYOm. 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E..R Mw a. 9W 1r�r1 ern r trey w &TI�Q�A-A CRY Cw C7RB caallaeall ACOVUMJCTION T CATCH ASIN SliWp/Jm�gIL-C[-S.0 «� �LSrrPC�an� O �r•ar. aa.r.e« n.«r � ew�Nevu'�ar sr 0r-ar a�..l.ra C,a�-IIY irate CITY OF LIGHTING IlYUMM POLE PUN 0 .4[' pYl[�iy mMW 0.p�aPrb w.ww�z ai zn i w,rl'yime r1 ...c w mva ;£Gl4y_tiAC]!y A -A tiwtitwiawal a. m. wr r. aPr w.e.� Prery .rn •.n�.bry� ey.�wcy'.v.b��yny� rS. IrY iY N t' '_Y N 4Ne4 ma+r Mw M r rrYu su utlY a r.r Yr0 Ywesf P'rrb Yer n r tM r w W M� /r nw Ream aural � Pnwd a�.rr Mn. a bVp rp.ns r W b b sa ¢CPWR-R yewtlrrM Spr > tp npa�blM A. CITY 6F Ceulilaor DE� Y-0] ` 51D7 PL CRY OF CONCRETE ElAMM SIDEWALK 4�@ is ra�.'�r�wvens r.0 Tarot w+ ea Vvr rM CY v��wFn nb®yc by ,..ri uNYa s asvri� sum r � pew bra+a �r �.ep.al nisi re«a r u r CRY CF L10HI1NG ABBEI.BLT BASE DETAIL _.. 2-M ` 5" W A. CRY OF FLARED 50 EE SECTION AND o �� TRASH GlA1D CP1E YCIIW ra rA RNI MEY R P4GIK RNP L•'IE mnwa r EIEVRIIM CF RNIP 4 r .»... y,W.rr..a...wWe bYe. rV • der wYy ar.yban.r.r�b.�Yr at ,... aura ..v �a MY a+uyaMWn .swt way b •u r- rrr riww rbs,r mr.e+w .+aan rw w. r..ruy rfP. W iwarW +rRb w+ •r. •re rau a r na tr •nrrr a;s Wriewr�r r.ar ti .br..q.Je er. e..rar b r..We a ®us a w rrrte Par n •mim _ v. r.r n•.yrr. _--eeeia ofv+v A -A a wyrrn�vWf rr`_ crry U G= POND OW CA1181 C� ® s m PEDESTRIAN CURB AMP FOR CONCRETE SIDEWALK DETAIL eo`td B A 2R Vn b' Lnmfe SMme M ti eir PLAN s-D• 3 PAA-A SECTI.• a s sa tr ra r-r �.q arty x.y m urn w Mom aamv w Mm �rf8y d wr e�4 YML YIIJ Y Y 11Vr r0 AO) Ya I�tObM. d)a ra`�i..r• M)il Yrab�..Mlf.bNw arW .IrM it I Y r r1 Y.rt a rYeY IV n �« CITY OF 77PICAL CRT' OF OLT OIMUff 6AI6ICAOE CI:iI M Fe4DE 61N4 mar 2 W I 650D !�1 �.rpiny �Sba ] yrylr rn• 0 Orn. r«� sr�P a3 �.Ciyy 1•re.W nr rM r.e srM araMr yrq. .ter Y M RYr•n.a �b.l,a lln WY. aYrwMnth>w r N.1•iw Tr a. •n e• aw•.. m M rYr rtibr m,aY •�. n w r N CRY OF TYPICAL RESIDENTIAL STREET SECTION 2-97 r" 62W .yam ro_ OR�4s �es..swrwW sw.rr� •srw ncrtmara� fl1FR fKWL � K .aerr MFlx f-YY9m 4rM]mtiA � T 6' Fee fwmaE t' CRY OF TYPICAL CILIRB OI8UNU AND MIER 1-2i7 6M `�yr r.e.bJ `y..w.w laaav rw �l /rar nmiw rciu� �Y .e.an m... mrwerare Wb BB:�EiAL n: a 'u uY r CITY CF 4- sue-SURFACE N] ` 5232 NOTE: 91 Iw M IIWr yrA4lYit bry ]Y6 MM �.rl•r-vmb wm. xs ... WI 48 H. baton d"Ing GOPHER STATE ONE CALL TNR CHY Ana 651-4 0002 W. Ta F. 1-600-252-IIW MC1L PL6'Im.MC - A ttl y iydr mP 0C f Wavla[ C e y ¢CRI A -A CRY Or TYPICAL pap MU(M RADIUS 2-92 ` 6204 svN Rlfyle TP-8 ...Let.. w s:A.O.e• vu.el CITY OF SIBN.YF CUUM PVC DRAMME 9..y YY z-Y2 6CLEANCLIT SEDIMW iRPP AS MANUEACIURED W WMCO.LLC.SWOPEE. MN. MODELHCG23 NOTE _r.r.rr�rrwrrevrerye+a !\) .sr eW+r ea r..Yew w.e ,r .w .1NC�R�Y�Q�F Gta a>v.� I.W� �—'zi-a CL DP —03 a 14 ". a ba] W4 w W ll.rnars]a.r �. � Pine urst MiIStYY00d PTOf2SL0Ild�$2fVICSS. k1E. "iejm•+wrYlr nlrr zvan I bye LIC mfA„y.a em, ""jam"' I I Plowshares Development, LLC. Details lGma]iM MN H3a L5A TS � —- W i.>n D11ve Wret. Suf a 55U 4r B/2N� n.y�r � b.Yl m� �•°nrs"m r �^4�Ob SCANNED e2005 bm Call 48 Hours before digging: GOPHER STATE ONE CALL Tein Oty Area 651-454-0002 Mn. Toll Free 1-800-252-1166 PROJECT NAME awns omve6-A H Lm v1a14 Haar av0ar<rz- a®nq smlmx same,- e o aaav®a KMa EsmArrta masimcnn�ii Aa""aa g a�aiuML�-ea aewmuru 1X04nmw¢C0161P1X''cv4"mw^OiiN NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTAL SK;N5 AT ALL LONSIRUCDON ENOUNCES. 3. SIGN SI HAVE WHITE BACKGROUND WRH BLACK LETTERING. 4. L 01 SIZE TO Cif 8' K 6' SiGW C7fY OF DEVELOPMENT munm INFO am 1i6 ` an TYPICAL PRIVATE DRIVE SECTION TYPICAL PRIVATE DRIVE SBCTION W/PARKING ON ONE SIDE MY BACK TO BACK) (28' BACK TO BACK) a a ,am 6N 1� WMea 111Mf Ic x0 ealM a Dee 1TT*) PARKIN r WNWS slue rags AREA IMUI W >m IMOI a M OW1 TYPICAL LOCAL STREET SECTION . -.... rr r aas veaee asc wA6 t-1K umr sec 2xo Lwcasnlm avA C(YA6E yp6T yFy yE/ Mn11HQ15 TIIX COLT 1-t/Y MWT 7PEC ].Ha LVaEbaXB aFM WMIg 71YOQf 94C 2M LWIRSOXB IMY W.MY 7 aMOi 9[C 2A6 lNMeo.Tm 6L4 Wue2 N awWT 9+FG TN]e sELER mAMAAx BpwOe r r1o0r sec YII1 Cuss a 11WR aNsc6 sac AaAc6Aa IIAY mraAenn maaoaoE (31 BACK TO BACK) LUPACIEe paw« REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION NOTE: SEE PLAN VIEW FOR DIMENSIONS PL G_ PL 30' ROW JO' ROW 10' 15.5 15.5 SIDEWALK 10' ALK 1 DRAINAGE & UTILITY 14.5 I 8.5 EASEMENT DRAINAGE & UTILITY BOULEVARD EASEMENT BOULEVARD ZOX SLOPE 3.0% SLOPE 2.0% SLOPE o � 3' BITUMINOUS WEAR COURSE 0 0 By{ Imo• O 0 TYPE 41WEA500558 _ e 6' C 5 AGGREGATE BASE �� "^ NOTE: PRIVATE UTILITIES WILL HAVE TO 100% CRUSHED ROCK MrIDOT 313E-I IN THE APPROVED COMPACTED SUBCRADE t.--�]A]2CONOVETE 1-1/2' - MnDOT 2350 LVWE350308 WEAR COURSE CASES DUE DO RETAINNG WALLLMnOOT SPEC. 2105 ! 2112 ' 5 MrOOT SPEC. 2357 BITUMINOUS TACK COAT RESTRICTIONS, COMPACTED SUBGRADE 2' - MnDOT 2350 LVNW35030B BASE COURSE BITUMINOUS TRAIL CONCRETE WALKWAY 12• - CUSS 5 AGGREGATE BASE, 100% CRUSHED STONE E PLAN MEW FOR SPECIFIC 24' MnDOT 3149.2B SELECT GRANULAR BORROW SIDE FOR SIDEWALK COMPACTED SUBGRADE e-152W41LB1a WD. Oat 02/21/05 iaa: 4 m 14 I ".VVestvwxmW u��►e�eA t.�te�aM��a. — I I „.,........,� a. �� . � � Pine urst nB55KNNI sI?fVICB� Inc. Plowshares Development, LLC.'° m rna•.aa2-a».siso s.><xzan-sna 1851 S IIh Drive Wet, Ssd Ir SM Comm �� sr 1t+ � --__ CMfaneeM 51D CtunLum, M3smesoaA OlGANNED Pro(eWmal Cdl 48 Hoon bean dWg q: GOPHER STATE ONE CALL Tub aty Ana 851-454-OW2 W. Totl Free 1-800-252-11N I, I Legend SWTARY SEMI — 4 — SANITARYY —4— Wo —I— WATER —1— H1D. ■/YKYE HYD. W/VUVE -* Sim Mot — 00 — STORY SEWER Westwood Professional Services, Inc. pnwd Plowshares Development, LLC. rem rvwl.. NN sssw Nuw: fSb]l>-5]5a Fa. X]Al]3t]S odr 41oJ]y P8 @�� ewgo �` 165] Idx Drive Wrt, 5d SSD LY� A2=06 LLs rL. 4003 Iom Owl` F•• - r MiDLmOf4 $.Qli I• • I ao��xrz• s�o�Era�: aorc��•>i ao�r+oe aoe��r� m0e�iiiz±�� mo��a ©mEv�rs• st��srrea ®o�ss�-t• om��z• om��i• pera� I'll ©m :17i11FS��i OmE"iSFt'��i ©OFi!SSfF�ii oo�® mom-"- �� o© IN I rV -ya oos vee mu1RF•IM 0©E7 i5;i'IMEMEM� 0 ''0ii �1♦� SEVEN +�tl�MR25� ©ogee . F o' IDDF zoo• aoo' c-�s zaonoewr.raxo'W ore 071WO ri.e 5 w 14 Pinehurst I ooenu Plan MM //AUX VALVE PVC TEE f,fYA. EEE-1062.E f --- , 1e- GV.� F 11 I Pj Ii✓ MH-21A ;6 �O40U S10�R11 C��_�� `I AV / 'IrXIII SNP I 6RM. ElE� .4 / HUM ESA' TEE{ t ETEND J 1 � / / I047.1 ,ae CdI 48 H.,. before dXggirq: GOPHER STATE ONE CALL Twin My Area 651-454-0002 Me. TO Free 1-800-252-1166 ODENOTES SANITARY SEWER SERVICE INVERT O END OF STUB. DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAM ME FROM DOWN STREAM MM. FLAG HYDRANTS PER a" DETAIL 1004 EXTEND RODS ON DEEP VALVES A- DROP MANHOLES TO BE CONSTRUCTED USING M SIDE DROPS. ALL URUTY WORK SHALL BE N ACCORDANCE WITH THE CITY'S Zoos STANDARD SPECIMAMNS AND DETAIL PRATES. ALL SANITARY BE 8' 6'DN� AND WYES ALL PVC VC SDR 26 ALL WATERMAN SHALL HAVE 7.5' �( MINIMUM COVER -e 1 2 3 4 5 6 7 8 9 10 it 12 13 14 15 16 rs zoona4wnm.0 w� 02/21/D5 s 6 m 14 Westwood P otess onal Smkes, Inc. ; =` r�'-�: �- "`""' Pinehurst Sanitary Sewer water MPla Plowshares Development, LLC. ; I (� - I Construction Pia21R Co IM T.Me DNee WeM, SVAe 550 oW M u�r 40M eormrFwr CLenhe Mfnneroh MU Ch hr MNnmeoeA Pu•ehu I ,l UNOERLYNG LOT N6 ) _____, S`DR NAGS AND UTR17Y -� 3 1 BO RISER I 1YYE I � 1037. I I W-7 I I I I I I / WYE-1+07 �. RISER y / / TAP INTO EIOSTNC I a�( IllI i Q� r—W / l i - o e"• I I �- Ali / I 1W ooy 01 � 1 z+ls `\ RISER \� 20 bum /7sMw r �45Gska' RE IE / MIN" u�J , � / z\u=e� eevc c9oD OR -;HI WAIHt"N ./7.5 mW COVER i To?Isto31.8 - • ST . w+I STA4D400- MH-5 RE :1042.12 STA.42+43 IE(NE A: SE):-1019.23 RE:-IOU.31 IE(SW)-1019.13- 1E w1020:50 21{- e' P C SDR 26 PP TEE Cdl 4B Ho WN a dlggMg: GOPHER STATE ONE CALL Uh CNY Area 651-454-0002 7 1 j I I I W. Tall Free 1-800-252-1166 I .� DENOTES SANITARY SEWER SERVICE H / �\ \ I I INVERT a END OF STUB. b \` DENOTES SANITARY SEWER SERVICE Wql:-X+Id WYE LOCATED ON MAINLINE fRW DOWN STREAM M.N. I `QV.-- // W SEPARAP `\` `\ I I I FLAG HYDRANTS PER CITY DETAIL 1004 ` ARY I F ; DIM RODS ON DLFP VALVES I BETWEEN � `____� WJL. ) / r- -` Art DROP MANHOLES TO RE J CONSTRUCTED U9NC OUTSIDE DROPS. ALL UnUTY WORN SHALL BE INC4 TEE �T `\ j / / I�t ACCORDANCE EWITHCIn AN THE dT 2005 STANDARD CAl10N5 AND DETAIL PLATES. e3 I ALL SANITARY SERVICES AND WYES / OVE h RERgACE SHALL BE 6• PVC SDR 26 TLOANDUS ------- 4081 Ii RB ALL WAIERMAN SHALL HAVE 7.5' MNIMUM COVER 10 D. sTA20+t1D - '- • R 90R.. a D.w% `d :. '.1qv r .._... ... NWLATICH :. RE -t081.67 SEPARATION:: IE W.' (W) W11110.37 TIP TEE DOWN MH-3.:16' (E) �0.2I.SQ STA.23+50 1 -w 5 TD2).42 RE=1030J6 ,.. '.: 105 ...__ E(NE) -1018.48 IE(5w=1018.J8 t A 6•P .... .-.. RE 1010 ..... .. :-. ..... ....: ..-. ... .. . 1 IEN011. FIE �G .. .::::. :.:::: '- '' ........ IE(S)-1011.4J -.i::- .......... ......:.. - ... ..: ... .. .. :'.::: EX: 1 ow 16 17 18 40 41 42 43 - 20 21 22 23 24 25 26 E-15 eW41aeNPE@O.G > 02/21/O5 fire 9 er 14 11YYW�A�Y�i �Y7 �� fQ Sanitary Sewer Rukswml �+-a--e�1� w ��u rr Pinehurst I w�ta"`g �` Plowshares Development, LLC. ��D P F°'^"•"E ""'"'•• os n e_ ISM L.0 Dd.e WW,4 Sage.so ena,.: xx4nsw ..� m-m-vu er w. rrr �' COuohrm, MEaeeeoh RiD Chealueeen. Minnenot. Piaehvlet IJrlve, Bdgewo.d Gent e1 McY11mM DHv< SCANNED Ne. \J I L1- 1 DRAINAGE a UPLffY EASEMENT OVER ALL OF OUTLOT A REMOVE PLUG AND CONNECT TO EASENG 6' 04P Wx6' REDUCER 6' G.V. / v / � I / IAPPRO� TREE REMOVA 1 p10VAl LIMIT I I I C, _ ,> I <> I WITHINTIR AS NECF3 Cj , C c, ` I I - / l— — 1� / / -�: STAY LIM I I I I I I / V/AUX VALVE / / `��/ / h� i ORND. ELE�103A5 j `� l\ -45e BEM) 1 / -------------- __h $m18•a3• W1 46 H.be. CIVMV: GOPHER STATE ONE CALL _ Ten City Arm 651-454-0002 W. TeX Flee 1-800-252-1166 DENOTES SANITARY SEWER SERVICE O INVERT O END OF STUB. DENOTES SANITARY SEWER SERVICE / X+X% WYE LOCATED ON MAINLINE FROM / DOWN STREAM N.IL / / FLAG HYDRANTS PER CITY DETAIL 101 L� 4 E%1EN0 RO05 ON DEEP VALVES ALL DROP MANHOLES TO BE (� CONSTRUCTED USING OUTSIDE DROPS. ALL WORT( SHAM BE IN ACCORDANCE THE aTYN 2005 STANDARDS ECIR STANDARD SPECIFlCAiWNS AND � DETAIL PLATES. e \ 4 ALL SANITARY SERVICES AND WYES SHALL BE 6' PVC SDR 26 e e ALL WAIF]MNN SHALL HAVE 7.5' MINIMUM COVER i X 100' 150' 050' YM_15 951 6' PVC SOR- � -O D. STW=5120+22 + 33.59 1 T0365 0' D5 • 0.4* 1015 OR -ID %-1023.85 1030 e/7.5' WIN CGMA_:. TOP WN-1027.0 ...... 0 STA': 51+75 - -13 rc FIE -7050.81 TOP WY 1028.E RE-r1841.85 r T WW1017.0 - • SDI- 51+20:. "kv) -WXL .o .B(NE) DROP' v4O3LO1 1010 W STA: 1400 TOP -1 Ow 5 �IEYr�-!IOM82 - - •; -E(B) 61022.35 ._ - 1025 8 SE1c 3425 : TOP WM-IOD6:8 r PVC SDN.26 0 .802 . • STAN-2+60 - .. ... :. 1005 '..!. : .1020 1 2 3 4 50 51 52 53 54 55 E-15 NamewlE°°.Dw 1AYe 02/2VO5 s 8 w 14 's+r.Mwwl._Rw�4r�.r� an '} our .SBillf;Waary SewerMain PfOfPSSIOfId $2NICe5, Inc. I ar.4.�Mr r w 1 �.4.y r Reueolee I r"� Iyn.re prepnd far. Pyy`�'j`yy st q��y/.}j}//�//J�ry/� W" Plowshares Development LLC. °"d w°�'' M� �_!/ya oulunwn �e A�.��y� �r�� re.�n+°a MH sssu &AJA. a'm'°i '�'e °� e— Jr � SCANNED WAIYu elL4AE+11 rAYATB rl.rr:su-an-sso E.z m.uT-•,, OeN !1 1657 TAIx DEIWe West Sv16e 55p 0r O2I@IOf sl.�w A® re...r. s.rr E3�E AOvnenM 553V P OYr�, lOosY AWer Way, Aeeb4rwv°d lad 31 w.oa me. ro IMeedm aod Yd Weelrood Profe cntl Serricm Inc. FAR—�IOWATERM, MH-26. STA.30+00 RE=106595 IE(S)=104690 IE(N)=104650 s PROVIDE NOT k PLUG NIMll1 Hemlock Lane 1 XT HOPE SR-11 (BORE) r Call 4EI Ho befog digging: GOPHER STATE ONE CALL TVF City Ana 651-454-0002 Mn. Tail Free 1-600-252-IIN DENOTES SANITARY SEWER SERVICE INVERT O END OF STUB. DENOTES SANITARY SEVER SERVICE WIE-Xi%% WYE LOCATED ON MAINLINE FROM DOTM S118AY MN. FTAO NTLRANTS PER CITY DETAIL ION E1f1EMD RODS ON DEEP VALVES. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE MOPS AIL UTILITY MORN SHALL BE N ACCORDANCE MIN THE CITYS 20M STANDARD SPECIFICATIONS AND DETAIL PLATES. 1 AL SANITARY SERVICES AND WYES SNAIL BE 6' PVC SON N ALL WATFTWAN SHALL HAVE 7.5' MWRAUM COVER ... ::: MH-12 RE-1050.2 \ IE(NE) .. - .. DROP 1 E(NE) OROP=1032.08 . PROPOSED CA MAOE� ..... - FE(5)..=f02Z35 PROPOSED ECA DE MN-43 \\ . 10 STA.104I7 ` W - RE mT056.11- _ . tt l l EE((RM �9g6.]O _ C (N k E) MOP-104461 MH-11 \ .: E(S)'+HW6.60 \ : E(SW) -1038.32 RE=1052.21 100 9M \ . 20- 8. OI)n 00, 561- 8' PVC \ t _:.23... C RVt . ... ... SOP 26 6 4.00S _iE ... .. X�MH :' -. RE tOD4.65 . R+50 E~ 11062J2 -0124Z.60 E: - - ::) IE "P90.34 (CORE�p�^l��(y)�( ) IE .. :. B• ._ 1 _. _ .: .:: IE(5):><104Y.70 tiYBStWOOEt PfO(OSSIIXNI SLYYICPS, Inc. flan FNMAMN 5S3y 6 00U.a PE g.r 02/00/06 u�Iw 106Si m Plowshares Development, LLC. Yallr.r e.AYY 11131 5uh 1)rl�e Nut, (3reM Ninne.oM 59117f/ Pinehurst 1 02/21/05 r 9 OF U Sanitary Sewer and Water Main Construction Plans Nmlo& TAM 8 San" conow 1m W Edx L�cy Feed SCANNED E4etr Pro}4eebnat 5e14a4e, Ina,_- J rY` 0 V/ ♦ / � � / J / strt-so �`/ tI11E Fdt ''t ' •09' CB• • 4 \ 11 1 I 1 � L� I I I l 1\ I I \ 055 - r---- --------- -"_. -- D50 RFNIS7.40 ff 10a1.00 . ...: SEE RRA T E01Yp•TOi0.90 tS 4.18 . - \ *)-1016.90 - _ E(NE1-1D49 n 0 gw IE(NN�-104 B6 -J tE(N)e1D4248 045 sw- 13' NNP IE(5) B6 - 1E(S)-1042 4G. ...:Q 5 • OSII.: 5 O 03 Cir-t5' RCP 91Q�CAT� „� � 119'-15' RCA inehurst Drive cli 7.76 1.80 IS E)aSING C{L GRME 69 WI 4 H before EiWinq �, GOPHER STATE ONE CALL TI& City Area 651-45/-WO2 �` � Mn. TON Free 1-800-252-1166 RA NO n / �� .EN RADIUS TO BE G. AOM MM 10' TRANSITION FROM / SURMOUNTABLE CURB \ a ES IETIENIINE EIEVATIOI 4 tt?1 AT IN AT I ALL RCP SHALL BE CLASS 5 N ROADWAY RCP SHALL B • 9' CLASS S UNDE-CUT C C A HOLES PRE-CUT N ALL NOES ST RU THAT HAVE STORM SI DRAM INLEMES \ T SEDIMENT CURB INLET SEpNdT FILTEIRSi SHALL INLET SBE INSTALLED IMMEDIATELY IS AFTER CURBMAINTAINED SHALL THEY SHALL BE 4NNTNNEA UNTIL N THE. ME SITE ND SPi:ii EI aED IE7 RE VED. Md SHALL BE REMOVED. PER qtt DETNL THEM PLATE N0. 5302 re ALL TO BE INSTALLED BY qtt. \ ® 0 105 = 1055.90 ALL DISTURBED SHALL SEEDED ALL \ MULCEDAREAS MM N 48 HOURS TO AND MULCHED R EROSION EROSION ALL U2E ALL MORN SHALL N �\ T ACCORDANCE M1M THE aND 2005 � DE7A STANDARD SPEgFlLATION AND DETAR STANDARD \ PLATES CASING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUNPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT �S ME SUMPED ELEVATIONS. i PROPOSED C/L. atADE ' I.... _. - ✓' _ ._ _ _ 0' 15061 tow 50, s LP. tLEV - 1o50.21 L . $TA - 6+45,71 PM�K;�L�.1(A� - 8470 C 26/ RE.4 L - RE-1061. IEa1033.•. - _.. PIA -,AL'Y-10/7.34/.• _ 4TOST:04 PROPOSED CA A-D. - 9.-9J9 - _ 1049.71 B-GRADE k - 24.y.1 0. �\5PN STA - 11 PY1 ELEV - 106115 CC502h5% A.D.--5.00 1j3•-t$ K _ 2524.98 1' VC 5 O 050E r-- N81E5 iFx1 4' oRANTILE - - CTipNE6710H (TYP) G40 ' - STUN-33 WKTER MAN 1 S'AW-50 _ REi1056.21... _ W-29. >ad0 (TSP). D35 RE-W53.BD -C.-104.27 .. - 1051.20 IE:-1051.2 �. CBMH-49. '___' -39 _.� J IEW-I&L98 ff(tY0-iMi.e9 E(SE)milw..29 RE-104700 SNH 39A E �tOSS.00 IE-1042.26 RE-1055.4 E +1050.41 E-1050.D0 CBMH_38- 1 CBMH-32 47'-18' RCP - SEE AD MIE-to26.94 RE-105].14 Oe+y� D30 CL 5 O 3.80E ryg, ff+102R42 78• R� ---112`- 15- RCP CL O 0.371E :. -64 f5 8T-.2P.12CP C(5 - -. CL500331L D25. n a a .: RE�1055"30 C8MH 28 IE-1051.95 SEE ABOVE IE(OT)•105405 /1 CBMH-24 5 O 3 SANITARY SEMER / _RErto4455.:. ... :...IVNG -� IE(NE)-1044.97 RE-IOM41 IE:IIMA02 Iyu ]-.•Maw ff 102244 (SUMP) westMlF3adft55 SBVCPS,Inc. �� •wel yY •YET+♦)-- 4Yed �" I ". x=x°" = Plowshares Development, LLG r me: �sx. �a w tic asx+ananz a one � R'I-- U151 IAYe Dri.e WM, Su A9 I a-, M/U7/06 Fa_Fr 40lA Chenlu.een. MlnnesotA 5SSV / O_1 SEECBMB SEE ELL )8-52 RE -1033.50 E=1029.06 T30'-15' RCP a s e 0.33f -28'-15' RCP ;L 5. O 0.56E - OMN-51 RE 1U3240.:. 24 r�E 24 a $ _i - 12 Pinehurst IF(♦vY -Lon" 1030 iES-23...' IE-1024.00 1025 ICP CL 5 • 0.81E - 19'-2T r" CL 3 • 432E 11020. 13 ... E-te 2 106•S D D-e tar: 02/21/05 91.e SO m 14 Storm Sewer and Street I Construction Plans met PiveLUrttt s2005 Weetrood Profinebnm S4nlcse, Inc. - - _ - r� I NOERLRNC RES_ LOT 18 I III �) --_- __-_ _ $� � � /r CWI 48 H.. bafw diggln9: GOPHER STATE ONE CALL I T.„Y52�MnToll _ - Fra16600P -66 A I F_1 -15 ) f /// GENERAL NOTES: I I t__ J ____, : N \\v/ < I C^ RADIUS TO BE E18/B C.tC. I I _____ DO r________ h I fq'•. pp. b �� WITH 10, TRANSITION MCI,! I ORA614 I $$ I-�`I NOT IXCAVAlE1 1 d •b i / \ \ I SURMOUNTABLE CURB DENOTES OUTIERLINE ELEVATION OUT�Er •'1 NOT E%CAVAIE I I I I '7 B I I _ Y•> °br4 •+ / // \\\\ 1 ,`!P AALL RCP SHALL BET INTERSECTIONS CLASSOETNL) 5 IN ROADWAY 0 PADS 1 i I I _ 1 �ni �\ i \\ I I NN. 99' CUSS 5 UNDER C k C ANIUST I (T P 1 I dSURMOUNTABLE R in8 �n II II S �\ \\ -____ II F HOLES 0 BE P-CUT IN ALL STRUCTURESSTOft THAT HAVE Jn } \-0 -_____ DRANTILE INLETS. L I f` CURB INLET SEDIMENT SE � I INSTALLED IMEDIAMY AFTER CURB IS I � COMPLETE THEY SI1ALL BE MAINTAINED 1 J \\ •17• B- / PoP RAP l0 I UNTIL THE SITE HAS BEEN STABILIZED AND BE REMOVED.PER CITY DETAIL - _I•_ -I THEN SHALL •• ' •, , _r-- Io eI - JI �I -12 111E of c�}sTm, ceLN 9% PLATE NO. 302 _L INSTALLED BY CITY ALL SKINAGE TO n � ALL DISTURBED AREAS MALL BE SEEDED ----- I ANDIN 48 HOURS TO EROSION - R -• I -- • \IE=1012873 � All UTILITY WCIB( SHALL BE N I PED RAMP I I \ I \ I I ACCORDANCE S WITH ATI dTYsAND DETA RCP 51ANDARO SPECIFlCATION AND DETAIL 1 JI PlAlES Q II II 25 I i / I STOP w I Q jm. N I N n"*. CARTINGNOTE: 4 I II % ' I o ` \ I < I Q E bF. y E S A9 d' ALL CATCH BASIN CASTNGS IN CURB SHAIl BE 11 I I / ORAIIIAGE AND Ul41T1' I • •• I_--__-____ al __-J -_-- ----1-__-- D CU 10.o G RIP �.. �FIEFVf1c m E%. t5 SUMPED 0.15 FEET AND MANHOLE CASTINGS N o.os FEET. "'1t7� PAVEDPED 0 // I �, ., . D Ex REFLECT I I , \ ELEVATIONSs1ALL�5u�MPED .:; „ ,,, ON - ELEVATIONS. - ounl? � �. THE SUMPED \aLs-i RA FE5-5 W TRA9Yd�AE� `a C7 i n 9.0 CY PoP RAT . Ty � 3 4.5 CY CIUNULAR FILlE1i ! FILTER FABRIC i S. Pine urst Drive Man4chester Drive 0• W. 10D' 156 8 0_ 1065 CBMH-11 - i ' ' .. IE-I03232 SEIE EEUOw -OCS 4 (POND, A) CB-12 \ 1060 \ - - :- _. \ \ _ CB-22 RE.IOSI'SO - E-1057.00 _:. _._. .� .. RE=1o}T.00 E.1032-.50 - .._. RE><102] 20 (HVA) _ N)<102213 (F6) .. SEi 1024.00-(NWL) 1 \ \ IEEDT)><105].00 2i SEE F.E'kT SWH-16 CLMH-15 \ RE-it0667.85 - \TOP OF BERIh1029. E �1018.tJ (SUMP) CBMX-21Ir� SEE LEFT E-ID33 54 15 RCP 0.50033E \ HWE�102T.2 1055 1E-1D81.12\ \ ff-105226 � __ 220p Milo a�59 \ \ / \ .. - _RE. _='.1�13t4 0 2E-15• RR __'�_ 33� IEYNE)-tOi3.39 -_ ,• CL51 O. _._ CBMH-3 IE(SE}102ka6 )E 1024.0 .. RE�1020.42 1040 T� \ IE(NY0-1029.60 S_S H" 9n 1050 - CIS' \ . HP.: REV . 106Z79 CE 0 .. 3 \.... \ EAISRNC C/L CAADE 0 _.. CL 5 0 0 uE _ .. CL 5 0 0,47(: fr-Ir RCP\ .. CBill _ OU - (BMX+2 . _. CL 5' 0 O.S= Q P0. SEE BELOWHP 1035 M \ . PROPOSED C�GRADE RE-iO5000 1045 PN STA a 112+75. PM ElEY . 1063.85 5X-15` AK = BOO - CL 5 K . 25.00 RCP 0 },gpE -p--' \ RE-- RE-1056 1 ` PROPOSED C /L - RE N12948 1E-102462 SE-102LU (SOUP PN STA - PVI E3EV A.D.4,00 K - 20485 = 100;57 iF(Iffk$Wp12{ 23 - -O H-9 19.99... 029.54 \ Ofi1030 �.. 2DD' VC 'W)-1046. SUB-C 80 VC E(N)-10 99 \\ 1040 ®-19 RE.1040 D0 C8191'-19 Er103590 - E95}1034 Yd \ �... \ PM STA - �`7,+70 CBMIf-Y7 PN EIEV ' TW625 C9MH_9.. a g10 0 Wx SEE RIGHT E(Wp1024J9 28 15 RCP Iyq $ CL 5 0 1.25E Rd' q: S 0 245X PIA STA . 24�80 0 a 0 RCP : PV1 ELEV . 102"1 - � 0. 5 O 150E \ AD.. 6.00 \ } \ K. - 26.68 ' 1025 O40Y RE=I039J1 AD. - 400 E{DT}1035.50 E�tatiS00 IRE.�1034.99 124'-15• RCP CL 5 O O.}}E - K �- 19.96 ` ___ _ ___ -. ,; -___ _ 26-18•RCP - 51024 0. \ 16 1 O3S CPLH-17 - 4E RIGHT _ 2T-15• RCP - \ 80VC \\ \ '. \ _.,.. E 00 SUMP 14H PER CITY IiETNL'3NH _ \ \. \ .� 1020 INDICATES HOLE OR 0.:5 O O.JBE 149•-1Y--REP 0. 5 0 049E I \ I k 1030 HOLES FORA' DRNNTLE •__ .____,.____�_ CONNECTION TP WATER YNN� wNc (TYP) ± o �' \ \.. - \ \ - 4 1 - - IV H- CBMH-2- I£ im4io 1015 in t IRCP J 1025 CL S 2t RE H10t9le 3 wd - EX 101 -- 1010 u n _ IF} S)-100 87S SVWTARY SEWER n S _ a n ^ n a 1020 $:. WING TYP $ o an T 5� $ 1005 13 14 15 16 17 18 20 - 21 22 23 24 25 26 E-15 awa9as,�nw D.I. 02/M/05 III n Dr H 1%SiW0WPf0fBi510fHlsL'fVICPS, hK. nsS MnW.n or.. a� m•arn �Im a a�r..n cen w..K MR ssw 6Jr R rl•.i.+sz-nlelfe aim-ulaoa e.r 02/02/06 u� r 4M Plowshares Development, LLG sPi r �y MAiw CI LA. MI. WaE• Ii 560 mmh•o, �or.os8390 Pinehurst stasew- m` and Street I CII Mirm l P� Ai1- kIIWrkulr EMn Wee wwd Prufeubnd SeMces/./Ina -4' PFFORATED PVC DRAINTLE (SEE DETAIL)(TYP) WIN IIIIIIIII r; ,-\/\ 4GTED / OQAN,ME , -- -/ ---- �• A \ l T6 ' 14 g ve i 4' DRAINTILE 2 PARKING ST (24V I X S 20 8, DEW'_ 4 L=1397 WI 48 Ham before digging: _ GOPHER STATE ONE CALL T.in aty Mee 651-45a-0002 Mn. TM Free 1-800-252-1166 GENERAL NOTES' RADIUS TO BE 0618 C. a G. WiN 10' TRANSITION FROM SURMOUNTABLE MRS DENOTES GUTTERUNE ELEVATION `?t 1 AT INTERSECTIONS ALL NCI, SHALL BE CUSS 5 IN ROADWAY MN 9' CLASS 5 UNDER C e C HOLES TO BE PRE-CUT N ALL STORY STRUCTURES THAT HAVE DRANTIE FILETS CURB INLET SEDIMENT FILTERS SHALL BE NSTALLED IMMEDIATELY AFTER CURB IS COMPLETE THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABIUM AND THEN SHALL BE RELIOVED. PER CITY DETAIL PLATE NO. 5302 ALL SIQNAGE TO BE INSTALLED BY CITY. 50.90 - 105590 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO WNIMIZE ER0901`1 ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITYS 2005 STANDARD SPECIFICATION AND DETAIL PLATES rASTING NOTE ALL CATCH BASH CASTINGS IN CURB SHAIl BE BUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL. BE SUM 0.05 FEET. RIM ELEVATIONS M PLAN PROFILES REFLECT THE SUMPED ELEVATIONS X 1\ Alder Way Amberwood Lane } FES-1 TRASF CY CL 4.5 C FL1EF FAM 1 4.6 -__---_----I UNDIERLYNG LOT 1 LINES (TYP-) +.. i nZZ _. 1� n In m R [ na n n 1 an o wn n nIN o♦. n n w w n as- In n no .__. ......: PROPOSED CA GAIN: PRQI?QSFO c/L OR49 _ SUB -GRADE - HIE 1047.00 EXISTING C/L MADE lE 7 8- ^ _ 1 E)- - STMN-4f RE-1050.30 PN low." .. A.D. .. -7.00 iE.10�8.88 IE.1043.51 IEjN 1W IE(S)=f042611 E .1039.62 :_ PN 5M = SL+90 tr 1 / N - 19.99 140' W CL.5 a 0. /... AVTI011' 31T)ttp x'-ING .. - PM EiEV =. 7030.54 / _../ _.. :.- INY_10Q.29 A.D. -..L50 % STORM X-INC .. : - K150' OF PIPE O 1030.0' TON: WATER MAN %-1NG LR EIEV = 1034.07 / .... ... NYtil042A -. LP. 57A . 51+0239 f CL 5 O 0.14i PM STA- 51 V�/` PIA FLEV = 1033.79 CB-45 RE. 044.15 - - �• .. AD... lE=1043.70 - CAUTION. SAN %-LIMO - 1 K = 7.D4 // / -IU . IE(DT}t0[3.T027.69 Sff A90K TOP ff PffE. 103285�`/B. _.... .. .. ..... IE(N)_10441.45 -15' RCP \ \ _. ` / �f035 of ®MI-34 K(SE)•102].20 Q 5 i 0.331[5 RE OUL IE � �. \ - � >' !' ff i020.8] 04232 - ff_t020.42 - RE.1049.45 . ff.1020.14 0 =1024.80 RCP ggW� S _.L9-Sa s e a33s . 1OW-iRTR103! 033 �-15• CL 5.0 a33; 136-15' RCP CL 50.33 3 1 1E(DT).1028.10 In ff 0 ^ WATER 1.75, NOICATES HOLE OR Qf >� (TYP) 0' 50' 100' 1S0' 1020 � S � - -S n Ti CL 5 010.75k HOLES FOR- DRAINTLE .CONNECTION (TYP) _.. _..a a 0 (TYP) P----- SANITARY SEWER �o,� n f ! a - S R S- m . F. 1 60 61 62 63 50 51 52 53 54 55 E-u zowms4sTFw o.c D.F. 02/41M ILr6 12 R 14 YWJstwoodRaGe591xIBI5avicH�,F1E. .....•W....t_... �Meee.Y .-� rlP.y.qiPlltQa 1A�4 .e,m � P11lehLlrst and W _ Plowshares Development LLG m.m o iavo R mr m.ma un Iftpnid �11� �,,,,FJm hM. W sIIN �ti� Al-Rldl]0 I¢ g3+p).SeA �1 PE m MSL L.I. Min Wei, Saf4 5% n. 02/OL/O6 u.�M. 40f0.1 .r sr.t.A... C3„L.,,m, 1BWWeeri A3D C3ote.Iwa, SBmeoti Aldr wq k Amhew99d JAme 4c",JED / INSTALL 2 - TYPE MI/ BAR0 SIGN STRING 'ROAD TO BE F7(IEt®EO' ♦ GE- _SAC PAVE 6' ♦C� AND Y SAW Ai. � v i ) 7 iINIDIRIT % % CURB J � ADAW YE F (TYP) / A / A / FILE I AfL) .IF+ l A/ CB-27 I ..... - I RAMP (TW) 'y's.00 � t 3T1S H-25 I E� � � I CO-27A �� 1 ✓� RCIP ----------- I 31* B-B STOP "x30" 3 9 rV i�,�,NAGE ANG"U1LN I I " `(T1P.)� I EASELIENT (TY') I J.1 I L _ !k Lane EHA. STA. 11+W - -AN: EL"t064:93 :. .: 0(e_-25.00- /ROP05EB C/L GRADE E STA�� 32f60 E11Y �`f057.48 A.D. +300�! 26•-TS' K " 20:0.T':' 5� 1 ........ a1056.04� 1054.04 - (Wj=,ostp. :.3E(1 �W}IPt9:21 (DT)=1051.2154- m 5 w.U33A WA" MAN IaNC (T1 $A NEEiIItY SEWER %ING (TYP) z 0 0 a c a n r t✓i S $ $ ". Westwood F'rofessunal Servicl?$,ix. .o...a .n tlaM ��s n ssxa Ob liid !'1 Vlvro: )53.9)]-)I50 r..9)39)]+e)2400 Can 48 Nava befc. dgoT GOPHER STATE ONE CALL T"N Cty Aw 651-4 0002 W. TN$ Free 1-800-252-1166 GENERAL NOTES: • RADIUS TO BE B618 C. k G. MIN 10 TRANSIION FROM SURMOUNTABLE CUFF " DENOTES OUTTERLIE ELEVA11M AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 N ROADWAY MN. 9' CLASS 5 UNDER C k G HOLES TO BE PRE-CUT N AU - STORM STRUCTURES THAT HAVE DRAINTILE INLETS CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMMATELY AFTER CURB IS COMPLETE. THEY SHALL BE MANTAINED UNTIL THE STE HAS BEEN STASIUM AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 ALL SIGNAGE TO BE INSTALLED BY CITY. 55.90 = 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 40 HOURS TO MNIYIZE EROSON ALL UTILITY WORK SHALL BE N ACCORDANCE TWiH THE CITY'S 2005 STANDARD S'ECHFlCAMON AND DETAIL PLATES CASTING NOTEO ALL CATCH BASIN CASTINGS IN CURB SHALL BE SI MPED 0.15 FEET AND MANHOLE CASTINGS N PAVED AREAS SHALL BE SUMPED 0.05 FIFE. RM ELEVATIONS ON PLAN PROF6ES REFLECT THE SUMPEII ELEVATIONS I I I I ;. .: .... .. PN YEA � 40EaE5 AIL . &70 �' �. LP ELEV a 103.4.35 :. ,................... ... '.:LP\6TA .:..3Z+47.17 _.. . -p. .. PVISEA w 47.+50/ - SDAH-13 \ \ K = 1280 100' VO : i RExi041,14 __.. �. _.. IE(NE)�013.39 \ C8-14 -IIEE((SE)=1028.60 �RE.1033T4 - - �E{NWN1028.60 IEn1029 30 ✓/ 213'-15' RCP CL 5 B 0335 IE(OT)) _ --.: .. ... + 40 41 42 4.3 E-ls TH RIM, 02/ZVOS a 13 Dr 14 � 1W. Pinehurst andStorS Sewer r m Plowshares Development, LLC. Construction Plans rw I MISI LAIv od W-K, Sage YO 1r✓ m.r ��` ChmWnm, Minnesoh SSW 02,AnhA lBly Hemlock Lve k SIPWO96 Caok SCANNED o2005 W wa Prof a mal ServkM Inc i I I I Y I i�l 1 i I I I ice/ I L_____ .—•— — — — — I— --------------------------------- zPROPOSED ROW ME (TYP) /Y. � ROA 0 I 0) V I � I I I I I T I I I I I — — — — ___ I—� I � I I N c,+ -17 120, [SEE GRADING PLAN FOR TREES TO BE SAVED AND GRADING — — — — f—PROPOSED 6' BIT / nN Z I —REMOVE 2073 S.Y. EIOSRNG BIT TRAIL LREMOVE 271't EKISTING CURB — — AND GUTTER — — — — — — — — — — — — — IT I -� I � I I EXISTING BIT EDGE EMSONG VARIES (14.17' AT FULL LANE WIDTH) CUM k W I MATCH EXISTING }.--VARIES (12' AT FULL LANE VADTH) BITUMINOUSPAVEMT M 1 2.0% SLOPE 2.0{ SLOPE 3 M�MUM �Q°f B618 CURB AND GUTTER 1-1/2' — MnDOT 2350 LVWE350300 WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 3-1/2' — WDOT 2350 LWW350308 BASE COURSE 6' — CLASS 5 AGGREGATE BASE. 100% CRUSHED STONE COMPACTED SUSGRADE RIGHT TURN LANE STREET SECTION EXISTING PROPERTY _-----�ME(TYP)__-- KEEP BACK OF CURB DEPRESSED FOR 10' PAST THE DOSDNG DRIVEWAY CONNECTION AND TRANSITION TO FULL BACK N 10' Cd U Coll M Noun before 6,gln9: GOPHER STATE ONE CALL Twin City Area 651—N50-0002 W. TM Free 1-10 252-1166 ALL BISTURBED AREAS SMALL BE SEEDED/MULCHED WITH MOOT SOB MIX ALL STRIPING/SIONAGE TO BE COMPLETED BY COUNTY �-� °- _ Pinehurst W TS.A� IJ� I m"�`"° "� I I Plowshares Development, LLC. Westwood Prde�o11BI5LYvices,Inc. '+ � `"` ��- u.n FnYI.. Mx svw Cbr1 elm u...pab/fn W Lk. D fi W t SWEe 550 n.w.asx-male rs est�aTma �� 4 ch"a� Mln mr, I chanh V ADnmore C20' D. 60' E- 5 21q�1M44 01.p Dew 02/21/O5 s 14 a 14 Right Turn Lane Improvement Plan � W I I Y I i�l � 1 I ice/ I � i J — ---------------------------------- i /—PROPOSED ROW }ry,Y ROAD CA 0) (D 1 I I I \\ I I I I \\ I I \\ I I I T I I 120' SEE GRADVE PLAN FOR TREES TO BE SAVED AND GRADING FPTRAROL (TPPOSED ) B' BIT / Y - — �PEl10VE 2074 S.Y. EbSBNG 1 1 — — — — — — — — — — BIT TRAIL `REMOVE 271'! EXISTING CURB AND GUTTER— EXISTING BIT EDGE VARIES (14.17' AT FULL LANE MOTH) E%ISi1NC CURB & GU 8.0' �dPE MATCH E OS NENG VARIES (12' AT FULL LANE NTDTH) BITUUMINOUS 3:1 MPwMUM 201< SLOPE 2.0% SLOPE 07 S(ope 8618 CURB AND GUTTER N cA 19 TJ 1-1/2' — MnDOT 2350 LYK35030B NEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 3-1/2' — MnDOT 2350 LWW350308 BASE COURSE 6' — CLASS 5 AGGREGATE BASE, 1007E CRUSHED STONE COMPACTED SUBGRADE RIGHT TURN LANE STREET SECTION (T EASTING PROPF1iTY LINE ENE (TYP) KEEP BACK OF CURB DEPRESSED FOR 10' PAST THE EXISTING DRIVEWAY CONNECTION AND TRANSITION TO FULL BACK IN 10' EXISnNG BIT / TRAIL (TIP) CNG W1 48 Noun he71n eiggilq. GOPHER STATE ONE CALL Twin CNY Arse 651-451-0002 W. Top free 1-600-252-1166 ALL DISNRBED AREAS SNALL BE SEEDED/MULCHED 'MTI1 MNDOT 508 Mix ALL STRnMG/]CNAGE TO BE COMPLETED BY COUNTY 0' 20' W' 60' 02/21/05 T{ W U ��.. ��_ � Pinehurst ". Westwood RDfessional Services, Inc. ^"" r w'�- `°` e®, , �- _ - p °d f@ Right Turn Lane I �- I Plowshares Development, LLC Improvement Plan Seen rn'Me xv, ssta Chat. Moil l8 �: __ 1� 1&51 Lake Drly< Wa), SoNe 550 Nwne: e5ldl)5)fe Ru: eS)A])�he)l ��yF/ems ur )v w 108fi Cb hewoa, M1tNeeoh 5530 Cl,eNueeen, ADllvmn 02005 Westwood Professional Services, Inc. Cn Cn U 0_ M M N Ln 0 0 N rn N o, 3 N O U 0 0 O 0 N a 0 0 0 0 N ucti for Sanitary Sewer, Water Main, Storm Sewer and Streets for Pl*nehurst Chanhassen, Minnesota Prepared for: Plowshares Development, LLC. 1851 Lake Drive West Chanhassen, Minnesota 55317 Contact: Nathan Franzen Phone: 952-361-0832 Fax: 952-361-0833 Prepared by: . Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone:952-937-5150 Fax:952-937-5822 Project number: 20041064.00 Contact: Chris Moehrl, PE INDEX SHEET NO. DESCRIPTION 1 COVER 2 DETAILS 3 DETAILS 4 DETAILS AND TYPICAL STREET SECTIONS 5 OVERALL PLAN 6 SANITARY SEWER & WATER MAIN — PINEHURST DR. 7 SANITARY SEWER & WATER MAIN — PINEHURST DR., EDGEWOOD CT. & MANCHESTER DR. 8 SANITARY SEWER & WATER MAIN — ALDER WAY, AMBERWOOD LN & WATER MAIN TO BRENDEN POND 3rd 9 SANITARY SEWER & WATER MAIN — HEMLOCK LN. & SANITARY CONNECTION TO LAKE LUCY RD. 10 STORM SEWER & STREET CONST. — PINEHURST DR. 11 STORM SEWER & STREET CONST. — PINEHURST DR. & MANCHESTER DR 12 STORM SEWER & STREET CONST. — ALDER WAY & AMBERWOOD LN. 13 STORM SEWER & STREET CONST. — HEMLOCK LN & EDGEWOOD CT. 14 RIGHT TURN LANE IMPROVEMENT PLAN Vicinity Map �� ST. 3 3. Y HILL C b q W. 65th ST. 22. Z3. � CRESTVIEW D CRESTVIEW q CIR. D LAKE L UCY (Not to Scale) City Project #05-03 NO. DATE REVISION SHEETS 1 05/26/05 Revised Per City Comments (CRN) ALL 2 07/05/05 Revised Per City Comments (CRN) 1, 5, 8 & 10-12 3 01/05/06 Revised Per Replat (AJM, WRW) 1, 5-13 4 02/02/06 Revised Per City Comments (AJM) 1, 5-13 CITY OF CHANHASSEN RECEIVED FF_B rn ? 2006 CHANW, ',DEPT Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets for Pinehurst Chanhassen, Minnesota Date: 02/21/08 Sheet 1 of 14 d ' E-15 20041 ® 2005 Westwood Professional Services, Inc. r U CL tZ CO fh (7 (`D 0 V C3 O (U 1-. CD m 3 m C N V (X X N N / 0 Z W / d W / L7 3 71 / lY W F] lY Do FLi Eh ti U U W C3 0 lY lL Fl z a U N 8 C 0 N arie 5' 3 i N (HYD» o R/W c R/W N to' _0 MN Gate wive location an projection of property line. R/W R/W NOTE NI dead ends to be extended a minimum of one pipe length beyond NOTE: gate calve and closed Water main to be an with plug tied back to north and west side tee, of center line. Unless hydrants pose conflict with proposed sidewalk. CITY OF C8ANUSS8K INTERSECTION CTION REVISER DATE: 2-97 PLATE NO.: 1001 FILE NAIIE:3B3_1001 CL PL Variable 9' To i co Wye Plugged End € 1/8 Bend n 6' PVC SDR-26 Pipe Min. Slope Ile Per Foot J 2'x2' Morker See Note 2 1/2 Pipe Diameter Min. Sanitary Sewer Gravity Main SANITARY SEWER SERVICE CONNECTION DETAIL Services to be Used In Conjunction with Plastic Pipe Sewer Main for Depths of Cover with Lees Than 16 FeeL NOTES: 1. Solvent Weld all Joints. (Non Gosketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service In the Some Trench. Install a 6' Heavy Metal Fence Poet Next to 2 x 2 Marker and Point Top 6" of Post Florescent Green. 3. Cleanout Required on Private Property If Distonce from Main to House Exceeds 90 Feet. 4. All pipe shall be bedded on granular borrow 314A cr course filter aggregate (3149H). CITY OF TYPICAL SANITARY CBANUSSSII SEWER SERVICE REVISER 2-90.1-04 DATE: 2-97 PLATE N0, 2W V C 0 aT 1 .I 3 I z m'- e III- ,v�yo a E 0.5Bc J Natural Ground 1\\\ 1 NOTE: The Bottom of the Trench Shall be Shaped to Fit the Pipe Bartel fa at Least 50x of the Outside Diameter. CITY OFGOODSOI� BEDDING C8A�P8A$SS� RCP + DIP 1 REVISED: DATE: 2-97 RATE era.: AyA2 ' Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 1. Shape of back of buttress may wry as long as pourec against firm undisturbed earth. 2. Dimension C1,CZC3 should be large enough to make angle D equal to or larger than 45. 3. Dimension A1,AZA3 should be as large as possible without Interfering with NJ bolts. 4. 0 = 45° Minimum. 5. Place polyethylene between concrete k pipe. 6. All bands @ fittings shall be restrained with Megalugs thrust restraints or equal 6 - Sw nor BUTTRESS DIMENSIONS PIPE 22 1/2° BEND 45° BEND 90° BEND/TEE blE BI Of B2 D2 B,3 D 6" 1'-5" i'-5" 1'-5' 1'-5' 2'-1' 1'-6" 8' V-5' V-5' 2'-l' V-6' 2'-8- 2'-0' 12' V-10" V-10" 3'-4" V-O" 4'-9" 2'-6- 76' 3'-0' 2'-0' 3'-10' 3'-0" 6'-2" 3'-6' 20' 3'-6" 2'-8' V-6' V-4" 8'-4" 4'-0' 24' 4'-4' 3'-0' W-10" S-10 9'-8" 5'-0" 30' 9'-3" 6'-0" 17'-0 6'-0" PLAN 90' BENDS CONCRETE SHAI IN CONTACT Wf THIS QUADRANT OF PIPE e - see note PLAN 45' BENDS A - so SECTION A -A PLAN 22 1/2' BENDS CITY OF CONCRETE C8AN8ASSS111 BLOC REvIgD: DATE, 2-97 PLATE No.: 1002 FILE IWIE: 39J_1002 CL PL VARIES 9' a _I 0 N lV € Bend as Needed Plug Min. Slope = 1/4"/Ft. Limits of Excowtion 27x2' Marker 6' PVC SDR-26 wye k service line. Tamped Fill Tee or Wye and 450 bend 1 CY. concrete encasement. Sanitary Sewer NOTES: 1. Solvent Wald all Joints. (Nan Goaketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service In the Some Trench, Install a 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Top 6' of Post Florescent Green. 3. The Use of Bends Shall be Restricted to the Two Shown an This Detail. 4. Cleanout Required an Private Property if Distance from Main to House Exceeds 90 Feet. CITY OF SANITARY CZARRASICK (GREATER THAN 16' DEEP) REVISER 2-91, 1-o2.1-a3.1-M DATE 2-97 RATE NO.: 2002 FILE NAME 30.1_2D02 1 Compacted P Backflll 12'++++ + + + + + + + + + + + + + + + + + + + + + + Embedment + + + + + + + + + + « + Material + + + + + + + + + + + + + + + + + + 6 Pay Depth 5 r Increments (typ.) 6" + « + + + + + + + + + + + 6' Pay Depth / / / / / / / / / /AV If Foundation - Increments (Typ.) / / / / / / / / (see Note 1) Zc Denotes outside diameter of pipe NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. bedding shall be MNDOT 3149.2E select granular borrow with t00x a 3%4" slew, and less than 10% passing a NO. 200 sieve. 3. A.B.S. bedding shall be MNDOT 3149.2A select granular borrow with 1DO% A.B.S. passing a 3/4' slew and lase than 20X passing a NO. 200 slew. CITY OF PIPE BEDDING ClIANZA1121 P.V.C. + A.B.S. 2-97 PLATE NO, 2209 FILE NAME 3932203 . Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone:952-937-5150 Fax:952-937-5822 O O Nm Z a 1" CORPORATION STOP--,,,,,4 c0 PLUGGED END WATER MAIN AFTER MEETING TEST REQUIREMENTS THE AIR BLEED LINE SHALL BE DISCONNECTED AT THE PLUG WITH NO ADDITIONAL COMPENSATION. CITY OF AIR C8AlP8ASSE� CAI REVISED: DATE 2-97 PLATE NO.: lowFILE NAME: 393_1003 Manhole Casting and Adjusting Ring (See Plate 2110) Provide IN Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps, Neenah R1981J or Aluminum, 16" an center. Steps Shall be on Downstream v Side Unless Pipe Diameter is 18' or Larger All joints in manhole to hove '0' ring rubber gaskets. A Maximum of 2 Short Manhole Risers to be Used Directly BNow Cone Section Pipe shall be cut out flush with 5, Inside face of wall. >0 `"::v%.r'-:*;: 'i"•'3` Precast Inverts Must be 1/2 of Pipe Diameter and Benches /// Sloped 2' Toward the Invert Z Minimum thickness of precast base is 6- for 14' deep a less, and Increases 1" in thickness for every 4' of depth greater than 14'. NOTE: 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted an inside and Outside. 3. When the manhole or catch basin Structure Is constructed outside the traveled roadway a witness poet and sign shall be Installed next to the manhole. SECTION CITY OF STANDARD CBANIASSIN MANHOLE IEVISE]D:2-97,1-03,1-04 DATE: �7 PLATE NO.: 21V1 MINIMA a" COMPACTED TRANSITION TO IPEaRED J OlE PIPE LENGTH DFPIH (TYPICALI. xxblA AERTIGL BFNOs MTH MEGA LUGS AS REQUIRED. WATERMAIN UNDER STORM SEWER 4 Y 1 o m i4 N o� e c Z o IX p� LL m o zz= C U m 8<� v m 8 � LJ IV 7 > 8 p Ld c, lV < N 6 � =% M N cam a g < Z; w v'� tg5 Z � Ld 09 2ZD a mMF 4qx Wini CO e8 i 'XVW .9'G gS< W<24�aNJm, vF H$F�gS ZI w nm s y �IN� w yyy1� _ Q IJi�2N pd OL erne 400� F mNI am �gdqiQ M zN♦= } h-ry N al-`IyS �r/nw ��k81 W<U" Z ryrySS Y� �gypsV•` LL 41S m1�J 30F <F. U0_i 3�x �5 py Yf qq� mi3ZZm > Z0 Wyr`I OFa NUm Sao iZ m °1�62 i r�'\ioi��d �jF> ZJaUI-w flea ^dr33ivi ,u Q'I'I jU ZM(yFWJI KU m<� ��N 0 Z 3°ui< QN�O_WI ir�ila CITY OF TYPICAL C8Ait8AS88�P DRANT INSTALLATION -Qp y REV6A51[h 1 3.f-a1-0. 1-a2 D1TE: 297 PLATE NO.: FILE NAME 303_1004 7y2 *R 10 - 7 1/2- 1 m 18' PLAN SECTION HORSESHOE DETAILS Manhole Casting and Adjusting Ring (See Plate 2110) Provide Md Barrier on all Sanitary sewer manhole(see plate 2109) Manhole steps. Neenah R1981J Cut bell from DIP or equal, 16 on center. Aluminum steps approved. pin with atainlase steel repair sleeve Manhole steps shall be placed or approved equal so that offset vertical portion of cone Is facing downstream. �I All joints In monhole to have < 4•_D• '0" ring rubber gaskets. Varies A Max. of 2 Short Manhole Risers to 12•-16 be Used Directly Below Cone Section 1- 20' _i 8" DIP 5" NOTE: tee section 1. Kor-n-seal manhole or equal. 2. When the manhole or catch basin Horseshoes filled structure Is constructed outside IN ith concrete the traveled roadway a witness ern mortar an all aides (sea detai post and sign shall be Installed ace_ rc� next to the manhole. 1/2 Dla of pipe 3. Pipe shall be cut flush with fa> with Inside face of wall. 4. All dog houses shall be grouted on the inside and outside. 5. Precast invert should be 1/2 Dla. of pipe and benches sloped 21- 2' toward Invert. 79• 6. Precast invert is required. Precast 8"-1 /4 band Minimum thickness of precast base Integral with base section Is 6" for 14' deep or lees. and Increases 1" In thickness for every SECTION 4' of depth greater than 14' deep. CITY OF SANITARY SEWER C8AX8ASSS� OUTSIDEP MANHOLE REVSED:2-o7,1-03J-04 DATE 2-97 PLATE NO.: ,tom FILE NAME 3Y3_ 2 0, FINAL GRADE W b 0 gwER °d > MINIMUM 6 SAND FILL 3 MINIMUM __------cccc_=_==c______ TSTYROFCAM u SAND FILL \ INSULATION ` RIGID INSULATION 3" s rw:FOAM INSULATION CITY OF WATER MAIN c8AN8Asssa sTORm sEwE CROSSING R REVISED: 1-9B MM. 2-97 PLATE NO.: 2204 I haft corift that " Plm vise I I by me or each my > Z=dlEea sopawWm Nmd iht I m e �7 Bad PYORMMAL G= �a�t � d � bEnnomalL 05/26/05 REVISED PER CITY COMMENTS (CRN) CbrL Mooki, PJL DID 05AM/05 Liars No. 40853 IN PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. COVER OVER PIPE - a WIDTH OF INSULATING BOARD - b 5' 5' 6' 3' CITY OF INSULATION CBAMHASSSK DETAIL REVISED: 2-07 DATE: 2-97 PLATE NO.: ^MC h q Street PL Variable 9' 6' METAL FENCE POST DENOTING CURB BOX. TOP 5' PAINTED BLUE. CURB BOX WITH 1 1/4" STANDPIPE AND STATIONARY ROD. in Water Servile ^ 1"X1' Cc'Porotlon Cock 1' Type 'K" Copper Concrete Block Support c Water Main NOTES: 1. DO NOT PLUG END OF CURB STOP. 2. THE USE OF PIGTAILS ARE NOT PERMITTED. 3. THE COPPER SERVICE LINE BETWEEN THE MAIN LINE AND CURB BOX SHALL BE ONE CONTINUOUS PIECE SPUCES WILL NOT BE PERMITTED. 4. CORPORATION COCK TO BE 1'X1' INSIDE DIAMETER. S. SADDLE REQUIRED ON 6- DIP OR SMALLER MAIN. 6. SADDLES WHEN REQUIRED SHALL BE FORD STYLE F202 DOUBLE STRAP. 7. STAINLESS STEEL SADDLES REQUIRED ON ALL PVC WATERMAIN. CITY OF TYPICAL C8AR8ASSSX WATER SERVICE REVISED: i_B8 DATE: 2-97 pun NO.: 1005 3 Manhole Frame and Cover 1' HOPE OR -1/1 BARRIER" INNER PRECAST CONCRETE MANHOLE RING SEAL ADJUSTING RINGS AS MANUFACTURED BY "STRIKE PRODUCTS' PRECAST, BLOCK. OR 2Y BRICK MANHOLE CONE MASTIC SEAL CORBEL � a 4. e 4 48' NOTES: 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD NQT REST ON SEAL 2. PUCE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS 4. CONTRACTOR SHALL INSTALL THE SEALS THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. CITY OF & BARRIER REV6m:1-04 OATS 1-03 RV1 NO.: 2109 FILE NMI NOTE: I L Grate Shown I Face of Curb Direction of Flow PLAN Catchbosln casting and grate Neenah R3290-L or equal Grate to be 2" below 3' radius curb box. gutty grade. 5' transition each side of catchbosin. Precast concrete or HOPE adjusting rings. Top of Curb Varies Minimum of 2-2'. 6 1/2 maximum of 5-27 Varies concrete od)usment 24' x 36" rings allowed with 1/4" Precast 5. 3' minimum to 1/2" bed of mortar between each and a 3' Grout 6" thick concrete collar on the outside. 6" Doghouses shall be grouted on both the Tnaide SECTION and outside. NOTES 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased In concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted In the adjusting rings. CITY OF STORM SEWER CIANIA1181 CATCH BASIN REVffD: 1-00, 1-03 DATE 2-97 PLATE No.: , 1 FILE NAIVE 393-3101 MATER DROP UD Tyler Mueller 7.5' Minimum cover required No. 6860 over top of water main. No. H-10361 g Bibby -Ste -Croix No. B-5160 PROVIDE VALVE STEM RISERS TO WITHIN 6' OF THE SURFACE IF THE DISTANCE FROM THE TOP NUT OF THE VALVE TO THE SURFACE IS GREATER THAN 8. Grade TOP Tyler No. 6560 26" Mueller No. H-10361 28" Bibby -Ste -Croix No. VB502 27" EXTENSION Tyler No. 58 14" No. 59 18" No. 60 24- Mueller No. 58 14' No. 59 2a' Bibb�rSte-Croix VS520 No. 57 9- VB521 No. 58 14" VB522 No. 59 20. VB523 No. 60 26" BOTTOM Tyler No. 6860 65' Mueller No. H-10361 65' Bibby -Ste -Croix No. VB516 60, Valve and Box to be plastic wrapped pa \Q5 BASE section 2.03a Adjust top to 3/4' below grade. Box to be set to provide 12" of adjustment. Tyler No. 6860 Mueller No. H-10357 Bibby -Ste -Croix B-5001 Gate valve box, screw type, 3 place. 5 1/4 shaft, size G box, 7-6 extended, /6 round base GATE VALVE ADAPTER: 1/4' STEEL WITH PROTECTIVE COATING, 1/2- RUBBER GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTER. Resillant Wedge Valve Conforming to AWWA C-515-80 standards with all stainless ateel nuts h bolts. 18'X1B"XB' concrete block CITY OF GATE VALVE CIAN8ASS8K AND INSTALLON REWSED:2-9].1-03,1-04 DATE 2-97 RATE NO.: 1�6 FEE NAME 30.L1009 �0.75' 1.5" BIT. WEAR 2" BIT BASE NEEHNAH-1979-0207 WITH 2" MIN. RISE ORE APPROVED EQUALCAST OR CONCRETE U2r USTING RINGS Rings shall be set on ASS Sealant or approved equal. THICK CONCRETE LLAR NOTE: 2-PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL ' CASTING SHALL BE NEENAH /R-1642 OR R309 AND SHALL INCLUDE SELF SEAUNG VARIES SEE CHART 'MCI TYPE UDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT. BASE OR BINDER MIN. (2-2") ADJ. RINGS AND MAX (3-4 ) ADJ. RINGS HOPE OR M1-2" WITH PRECAST CONCRETE RING ADJUSTING RINGS 27" 6" THICK CONCRETE COLLAR ! BIT. BASE OR BINDER COURSE ADJ. DETAIL DEPTH OF CASTING SET WEAR COURSE COVER RISER BELOW BASE COURSE THICKNESS SIZE OR BINDER COURSE 2 RISE 1.25 2.O 2 RISE 0.75 2.5 RISE I0.25 NOTES:- 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2- MORTAR. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL CITY OF MANHOLE CHANBASSS1 CASTING AND ADJUSTING DETAIL REVISED: 1-00.1-04 DATE 2�7 PLATE NO.: FILE N300 211a AME 6" Cana. collar h 24"x36' slab opening for Neenah R3290-L or equal NOTE: L grate shown Neenah R3290-L casting and ate or equal. 9 9 PLAN Minimum of 2 maximum of 5-2" concrete rings adjustment g a with full beds of mortar. Procoat concrete or HIE adjusting rings. A 6" precost reinforced concrete slab. Tap of barrel section under top slab M to have flat top edge sealed with 2 beads of Ramnek a equal. ° All joints In manhole to have .0. Varies ring rubber gaskets. 4-O Typ. Precast concrete section ' NOTES: _5• 1. Doghouses shall be grouted an both the outside and inside. 2. No block structures are allowed. Manhole steps. Neenah R1981J or equal, 16' o.c., Aluminum steps e approved. 4. d a O •-A� Minimum slab thickness, 6' for 14' depth. Increase thickness i' for each V of depth greater than 14'. and reinfaea with 6'x6' 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. CITY OF CATCH BASIN 03ANEASS21 MANHOLE REVISED: 1-00, 1-03 RATE 2-97RATE NO.: 3102 FILE NAME 393_3102 Plowshares Development, LLC. = lake DAVe West, Suite 550 Chanhassen, Mftm daft &%V CONCRETE BLOCN (TW.) -p- TEES HYDRANT LEADS CROSSES<. L Is :.� r OTt rrrrl::DEN G BENDS NOTES-. 1. MEGALUDS TO BE USED AT ALL MECHAMCAL JOINTS 2 AND BLAIX tAIDFIt ALL WTE VALVEa _ajT�TL AND HYDRANTS. flu■■1f- 1 THBUST BLOCKING AT ALL LEES, BENDS, AND AT CERTAIN! HYDRANTS 4, ALL FITDNGS NUTS. AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS COAL TAR COAT SUPPLED BY THE MANUFACrIINER. SLEEVES 1 Blocking against undisturbed soils. CITY OF TYPICAL ALU Im CHA�t8ASS8� LOCATION RENSED:1-04 DATE 10/98 PLATE No.: 1009 FILE NAME 393_1009 RI N ire BC Use MNDOT 3149.2A w< o Granular Barrow 'm a-_ m _ OW �6E G mw err rc gig I The bottom of the trench shall be leaped to fit the pipe barrel for at least 50% of the outside diameter Dia+12" Min. "Dia" Denotes outside diameter of pipe NOTES: 1. When existing BOB conditions are not acceptable for backflll and/or compaction In the pipe zone, pipe bedding and backflll shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material If needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. CITY OF PIPE BEDDING CZANSASSIN IN POOR SOILS REVISED: 1-98 DATE: 2-i7 PLATE NO, 2201 FllE NAME 3B31201 PLAN 3" Radius 6" Conc. collar Z 24'x36" slab opening for Neenah R3290-L w equal NOTE: L grate shown Neenah R3290-L casting and 9 a equal. ual. Minimum of 2 maximum of 5 concrete adjustment rings with full beds of mortar. Precast concrete or HOPE adjusting rings. 6" precast reinforced concrete slab. Tap of barrel section below top slab to have flat top edge sealed with 2 beads of Ramnek or equal. All joints In manhole to have V ring rubber gaskets. Precast concrete section Manhole steps. Neenah R1981J or equal, 16" o.c.. Aluminum steps approved. Doghouses shall be grouted on both the outside and Inside. NOTE: No block structures are allowed. Minimum slab thickness, 6' for 14' depth. Increase thickness 1- far each a of depth greater than 14'. and reinforce with 6'x6' 10/10 mesh. SECTNo drain holes CITY OF CATCH BASIN CBAx111As88x ,"," REVISED: 1-pp,1-a3.1-04 DATE 2-97 RATE NO.; w AM FIE NE 393-3104 V M Pinehurst E-15 20041064DTF01.DWG Date 02/21/05 sip 2 oa 14 0 2005 Westwood Professional Services, Inc. NOTE: Surmountable Curt At Gutter tobe translUaned Into a B618 type at catchbasinin. / Catchboaln Frame & Grate Neenah R-3290-L or equal LN with L Grate �. ....i A A -15-l1 Surmountable Concrete Curb & Gutter 2 - ill Long Rebars Each way el 5' Min. Transition w OC Top of Curo 2' w Design utter line rode 9 9 SECTION A -A No Scale NOTE Catchbasin to be depressed 2' below design gutter line grade. ISOMETRIC No Scale 5' Min. Transition o a c 0 x w 2 /4 -so- LONG Rebore Each wa Frame &Casting y CITY OF CURB C8AB8A$$88 ION ATOCATCHBASIN REVISED: 1-98 DATE: 2-97 PLATE NO.: 3106 PT. If M25 CRC)M 4S5' RADIUS 2e5.88'/360° q'iT• N �a 7 STANDARD CUL-DE-SAC x Y. COM./1ND. 60' RAD. !8' RAD. URBAN 60' RAD. 465' RAD. RURAL 60' RAD. 40' RAD.. .NOTE: 1. ALL DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. 2. PLUS e' GRAVEL SHOULDER. (RURAL) CITY OF TYPICAL CBABBASSBB CUL-DE-SAC REWscG: DATE: 2-97 PUTE NO.: 5205 H (n U CL W M n CI Cn 0 ED 0 cu (U N (Zf 0) 3 a 0) c Ol v X fU (U Z Ld W d W 0 0 A Li W A E3 o 0.1 CI ti U W Of EL <L Q Z •.T. J U 011i GENERA NOTES - TYPE R I UMINARE: Q u um sea er viler® AAwee IeerAYp4M1 exfBw • 1, }i �'1: , VIM wW - wffirwlT MCOMMUNE. W. LEi a-rarlD II�II'-11 wraLM.Y. IOISIIN wNID chel Ar®exY. TIM If ablArmw4 faD Mli MIA MT week. Wis IMP. Wwelf see. IOLSTI YOaN MC INP eDOQi fee w' YAx) wa tb wlT W1AaT. Oa ARM IWJL Is erRMWJ11 RIW® "mW TRE (23Y3 . rS . Irk Carey a O] r1GDNG eTNOMa xYIL E mTRx >01-wATFING r11Me TeRW alfa. 1 YNaexlDe NTM s0� xM-9,1 M AMO'4D Eal/L Q wErnwec wunewsapr Tw mWwuTr. Q ubrnw rwowo eAw: svu er rnc-H na srra Oe eras Dom are M sweet w..11aPPm r X 7 ile x r ,« lO NP,Q YTe, Wta WL race Iran R rE urwwe 9WL orlon nor rF P,ery fMD N nc 9A4f w ne Tnll Sk swore Week a e n-Tw-ue rise Tunas mom m,kwaw aeMl w umm nnMoee liMl w ralel ro st,teM M-THr-ue unasow nmlxem Tour van WIN A amYew TYIE rw vNeL omen¢ GENERAL NOTES MAP. soul col NL YagS rwnna MMT TD A . ouwraY cam ss. rAMP a Wewaxwla EwNWML R B Trx mxmMTw sevl w Mla taw my to ere an, ( "D a Z .0 IMMI vwx uweMv y eemaa w,H ca.uTc AIL EaW' OIR uI R M nE ousur IL\lllal or Nl alw£r U. ASEIwET e1W S P. ar re LYwLLM. 'B LLYNYIeB week . A n6 w06T . re Weet"M N,D MMVe➢ M exeMAN Wwoxxxtuw'�ATw�lre�DMMAIRIp®'MAP. MAN� A"AM m YAmr®�tv.. rw nlm�M swrmr. Ae'iC a eesrw� . Awruc Or. NaLLIE ASgTw, SMN1 E losue WLLY Q he tw YETI wla Il1V era ePA Ms Mal Ml ear r was tNallaxc sea Bnwzx uga Pau AMID yeah assesses)sNAU. WE NAIm Is maul. If a W ME, OR XNGYIFS 91 re eaTAIID AT A, f1ffir Or»9N4a nV.i 4AK IN mPw2 SrE a7R Pore. e T acD1aE MF =y Ner Ma➢IN UXvM AT DDw OaMf nrC (Teal As, - ODOV-Two 1• L� CrTY OF LIGHTING CBABBASSBB POLE RVASED:2/97, 1/9e, 1/05 DATE; -- PUTE NO.: A^ 12• TO 24" 8 to 12 CY CL3 PLAN 27' TO 33' 14 to 20 CY CL3 36' TO 48' 23 to 38 CY CL3 54' AND UP 62 CY and up CL4 (One cubic yard Is approximately 2,800 lbs.) NM GRANULAR FILTER REQUIRED UNDER RIP RAP AND 2 LAYERS OF 50OX MIRAFI FABRIC OR EQUAL 2' RIPRAP Granular Filter MNDOT 3601.28 ) SECTION A -A Geotlext9e Filter Type 01 L RIPRAP N Granular niter (MNDOT 3501.2B) SECTION B-B Geotextfle Filter Type Ill CITY OF RIPRAP CBABBASSBB DETAIL REVISD:1-SIB DATE: 2-97 PLATE Ile.: 3IV7 FILE NANE3B3_31D7 PL NOTES: 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE 7 1 2- THICK FpR COMMERICAL DRIVEWAY CROSSING. 3. JOINT S ACING AT 5 INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE CITY OF CONCRETE CBABBASSBB SIDEWALK REASFD:2-99, 1-03 DATE 2-97 PLATE NO.: 52 9 1112-00882 HARDWARE PACKAGE INCLUDES 4) 1'x47 GALV. CARRIAGE BOLTS NLL THREADS. 4� ROUND FLAT WASHERS. s 1• NUTS (4) 1' Mil MA91ER5. Ar (4) r. Yxt' TAPPED RETAINING WASHER. e.7r To ,r aA BpLT aacLE f4) NOTCHES IN SHAFT 'iiOO ALUM GOT HEAD N CLEARANCE �S- NOTES1. FINISH, HOT DIP GALVANIZE PER ASTM-A155 (LATEST REVISION} iV 2. BASEPLATE TO BE PERPENDICULAR TO SHAFT AXIS (& 1-) Alp HOLE CENIEBINE CONCENTRIC (s1m) To SHAFT AXIS. I 3 STENCIL MIN 1/2 N. LETTERS MANUFACTURER'S NUMBER AFTER RALVANIONG 4. PUT PONT AND SHAFR AXES TO BE CONCENTRIC (+/- 9.66" CIA. 125 F/H1 AND IN LINE (+/- "D S. PLANE CUT SLOT PE ENDI LAR TO THE BASENJ,TE S. PREHEAT, TUMSLFRUST, HANOGRINO, AND GLEAN BASEPLATE HELIX AND PILOT POINT ON ALL WELDED AREAS. (1) VALLEYS NOT 7. FLAMECUT IRREGULMITES PERMISSIBLE TD EXCEED 3/32- BELOW NOMINAL SURFACE LEVEL (2) t e'DIA PEAKS OR Paul IRREGULAPoTES NOT To EXCEED 1/32- ABOVE NOMINAL SURFACE LEVEL OR INTERSECTIONS OF HELD NOMINAL SURFACES e ALL MATERIAL IS TO BE NEW, UNUSED AND MILL TRACEABLE MEETNG THE FOLOWING SPEpFlGTIONS RAcro ATE ASTM A25(LATEST REASON) STRUCTURAL STEEL (CONFORM TO AASHTU TECH. BUL 127G) SHe . ASTM: A232-(LATEST REVISION) GRADE 2. STEEL PIPE PILES ALTERNATE MATERIAL ASTM AAI.3-(LATEST REASON) TYPE E OR S. GRADE B. ALL RADIAL SECTIONS NORMAL + - T STEEL PIPE OR ASTM AmD-(LATEST REVISION) TD A / GRADE S STRUCTURAL STE3 TUBING tEIAK ASMA A838-(LATEST REASION) NOT ROLED STEEL NI nT Poll AMU A575-(LATEST REASON) STEEL -- •w., PITCH �L CARR BOLT PER ARe Ill 845 JAES GRADE-5. -� 10. BASEPLATE IS PTRMARDTLY STAMPED WITH ALL AOIAL SECTIONS NORMAL MANUFACTURER'S IDENTIFICATION -ABC' IN 11r LETTETRS AID TO Ax5 +/- A DATE CODE IN 1/4• LETTERS. 11. HARDWARE SHOULD BE PACKAGED IN BURLAP BAG AND ATTACHED TO FOUNDATION. HEUX OUST BE FORMED BY !WATCHING METAL DIE riE mom TOROUE NO GREATER THAN is,= FT. Le. (SIDE VIEW OF TRUE HEUCAL FORM) CY OF IT LIGHTING CBABBASSBB MBLY BASEE DETAIL REVISED: 2-W PLATE NO.: 5241 See City Plate No. 3107 for riprap placement. Anchor Clip tie Tie last 3 pipe pints. Use 2 tie bolt fasteners per joint. Install at 60e from top or bottom of pipe. Provide 3 anchor clips to fasten Trash Guard to Flared End Section. N Hot dip galvanize after fabrication. Anchor bath aides. ISOMETRIC TRASH GUARD SIZING Pipe Size Bare 'H' Belts 12'-18" 3 4' S/8' 0 21'-42' 1 6' 3 4' 48•-72' 1 11ell 12' 1� NOTES: 1. All Reinforced Concrete Aprons shall be furnished and installed with Traah Guards. 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. All new Reinforced Concrete Aprons on existing pipe shall be tied to the first pipe adjacent to the apron. CITY OF FLARED END CBABBASSBB SECTION AND TRASH GUARD REUSED: DATE: 2-97 PLATE NO.: M108 V OB FLARE TO MATCH -per sic WIDTH OF WALK �1A swe see ., DOME SECTION oa ue ea oa 4 00000a.... L Pon rYx a s. �. I O1B 4min I 6 " o0000 ,sr-1 0000010 A_J o 0 PLAN VIEW OF DIGONAL RAMP Awe. DOME SPACING we €5'-4" 1 4' 0" o Tr O Ie1 �SECTnON O DS rc 3 8 sae Fr.7sr31aPE OF nay sW . OF 5' L' a� aa10R./FTaOe FT.AT8RFWY 6' S' .................................................... 7' 6' 6' 3- 4' ➢'min. ELEVATION OF RAMP s' e O 1/2 INCH PREFORMED JOINT FILLER MATERIAL. AASHTO M 213. ® WEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 49' LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE OUT THROUGH ME MEDIAN AT STREET LEVEL. Q B• TO B• IS THE REOUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. OF TRAWL AND SHALL DIRECTION'' SHALL URB EXTEND TINRED TRUNCATED t)0"TrP. OF E FULL THE CRAMP. THIS 0" BY ' 0" WIDTH 7YP..) TRUNCATED DOME AREA SNALL CON,AAST VISUALLY WITH ME ADJACENT WALKING SURFACE THE ENTIRE TRUNCATED DOME AREA SHALL BE A UGHT COLOR (uMT MAY, WHITE OR YELLOW? WEN THE ADJACENT SOCAl IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (RED, BLACK, DARN GRAY, OR BRIGHT YELLOW) MENTHE ADJACENT SIDEWALK IS A *MITE' OR LIGHT GRAY CEMENT COLOR. Q SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED. ® TRUNCATED DOME AREA SHALL MEET THE CURRENT MNOOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. CITY OF PEDESTRIAN C8AB8A1181 CURB RAMP Revise}. I -lie, 1-ae, 1-05 DATE: 2-97 PUTE NO.: 5215 FILE NAME. 3" 5215 2'-0" 1 4'-0' 2'-0" 1/2'x6' Galvanized Bolts with Out Washers q (Carriage. Hex. or Sq.) 7-1/2• 1• V-3 1/4' C E 1/4• 0 Nominal 81x8-0_ _ No MIN.' Grede Lumber IM E Ex. Ground m APPROX. I 2•_g- N Treated Wood Poata 4'x4' x B'-0• No. 2 Grade Lumber or better Ni The barricade board face surfaces shall be fully reflectorized In alternate silver -white and red striping, using a reflective sheeting conforming to the requirements of shoot Spec. 3352.2A2a, Standard No. 1. Prior to installing the reflective sleeting, the barricade boards shall be given a complete coating of White Wood Primer paint conforming to MnDot epee 3513. followed by a second coat of white paint conforming to MnDot spec. 3531 applied only to the surfaces not covered with reflective sheeting. The barricade boards shall be completely painted and reflectorized sheeting applied before being installed an the posts. The barricade shall be placed 10'-0' from end of bituminous road, barricades to be centered on the roadway, to be facing trofic flow. Barricades to be installed in accordance with the Minnesota Manual an Uniform Traffic Control Devices. CITY OF TYPICAL C8AB8ASS8B BARRICADE DATE: 1-02 PUTE NO.: 5244 NDT ' 1. Oatw to be made in (2) PIECES 2. NI metal shell be hat-dibPed-gelwnhwel SycaUlre Requires (2) - Piece Grate Per brewing Set 05 skooM a 4'o.cE See Gets A -A rere O.D. 1 1/4'X1• MT sTL Hmt (Head Stateless Stew Solt. With Nub and Washers 1/4- STEEL PLATE 9'to12' HWL DETAIL A -A PL CL PL 30' 30, 1 15.5' to Back 15.5' to Back Wear Course to be 1/2" , Above Edge of Gutter 3.0% 2.0% S A 1.5 : 1 4' Topsoil, Seed 1 1/2"-MNDOT 2350 LVYIE350308 & Mulch or Sod. 1 Surmountable Tack Coat - 2357 Concrete CurbLL' 2-MNDOT 2350 LVNW35030B 12'-pose 5 Aggregate Base, 100% Crushed 24• MNDOT 3149.2E Select Granular Borrow (See Nate 7) NOTES 1. Right -Of -Way Required 60'. L4*04- 2. Maximum street grade TOO 3. Minimum street grade 0.757T. 4, 4,0' Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base 7. A test rail of the prepared subgrade shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrade correction based on the teat roll. NOTES�..--.- 1. Standard pipe bedding refused m bath WI & aAUst pttr. 2. Inlet pipe must be larger then outlet pipe. CITY OF POND OUTLET MAB8ASS8B CONTROL STRUCTURE Sm:t-G0, 1-03. 1-05 DATE: 2-97 PLATE NO.: ,3 MO NAME 393_3109 PEDESTRIAN CURB RAMP FOR CONCRETE SIDEWALK DETAIL RAMP UP PORTION ' See City Detail 5215 for Truncated Dame Detail A LANDING s. ag9Qo 4. 2.0% MAX. 0 g. Curb Rso _x v1o" 4 ., ..., .. 5'-0" Concrete Sidewa6 per ft. slope Face of Curb PLAN Design Grade SECTII ( t 2.0% elope 034 W - Q d -6' Concrete 4" CL 5 Base • 6'-0' WHERE RAMP UP IS SHOWN IN PLAN VIEW SECTION B-B Note: Silt fence per MNDOT specifications, source 2000. machine sliced woven mono5lanent, 36"wide fastened steel T-Posts with 3(501b) tens strength plastic zip ties per T-Post. (Machine sliced) EROSION CONTROL FENCE - TYPE 1 T Posts 24' in gourd Ties Mn. Dept, M Mt Nnw weedmwt Note: Type 2 silt fence is the some as type I with hay bales installed as per detail. Type 2 to be used to protect all wetlands. Hey r Stew Balsa mweleke err W.P err. LyYVYW W, r.r Zip Ties BMwYY W M-isyF,kw. WINE EROSION CONTROL FENCE - TYPE 2 CITY OF SILT CBABBASSBB FENCE REVISED:2-B7, 1-021l1-0N DATE: 3M 2-97 PLATE NO.: 5 FILE HWEJ&T-a3p0 O, WV CITY OF TYPICAL CBABBASSBB RESIDAL STREETS SECTION t REVISED:2-97 . 2-01 , 1-03 DATE 2-97 PLATE NO, 5200 1-OS FILE NAME 39&_5200 CITY PROJECT NO. CITY OF CHANHASSEN CE11ER, WATER Ge CO BINATOM SERVICE (MN ME) Shact Lai-_ lill Addition SEWER - Downstream Manhole No. Sta. at P.L from Downstream Manhole_ Elevation at C.L. of Sewer Main, Distance from Sewer Main to Clean -out_ X of Grade for Service to be Installed_ IF MINIMUM GRADE SERVICE Length, Size and Tye of Service Pipe_ Depth at P.L_ WATER Downstream Manhole No. Sto. at P.L from Downstream Manhole_ Length, Size and tys of Service Pipe_ Depth at P.L_ CiCherk If Sewer Service Riser Installed -Denotes Sewer Service End -Denotes Water Service End (SHOW SCKETCH WTH TIES HERE) Canbxtr Fee on Tea by oats Lawtlm and Dath of Srds, CrtSed by Det. 40E SrMlw ties shall be ewwg ties of not mere ban 1W' w length between tie pewter aid Nall be two to prmanwlt .Wcbw acN as sMeng trot., wlw seeds mmhdm oetc, bwFe, hyd,st0. eto. Te b track, Mower Pdft praprt eamrs ttlepNme or ut oalt If sew .11 net be ooaated. ILil CITY OF STANDARD CBABBASSBB TIE CARD REVISM:1-90, 1-03 CUTE: 2-97 a PUTE NO.: 5221 FILE NAME 3935221 vG aoNo PJB O � 0 FILTER FABRIC (; 6" MINIMUM DEPTH �S 1" - 2" WASHED ROCK FTC Nit 0'CN 18' MINIMUM CUT OFF BERM Zp �ANtMUM TO MINIMIZE RUNOFF FROM SITE NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCKCITY OF ROCK 08A88ASSE8 C NSTR N EON ENTRANCE RFY6ED: 1-83 DATE: 2-97 J PLATE NO.: G'M W V' FILE NAME m:f_ T01 , 1 1 1 1 1 1 1 1 / f NOTE: MINIMUM OF 9" CL 5 UNDER ALL CURB & GUTi 8' Distance t /2'r 3'r Top Bituminous Material /2'r 1rope 3 r R q I MnDOT B618 _ Concrete Curb and Gutter Y" is" Tom' I ews to Top Bituminous Material 1/2'r MnDOT 8612 Concrete Curb and Gutter NOTE: y .e' 1 tYr For Use Only with PrIwl Driveways.. Parking Lab, or Medians. 26•R 12.2 16' 6a'R I Bituminous Material ' '= hY ': SURMOUNTABLE 1` \ Generate Curb and Gutter 17 1/2 ' loll ' 4' B' 1 1/8•r ' eltammaDa Bituminous Curb su fits 6' Shoe Formed CITY OF TYPICAL CURB CBABBASSBB AND GUTTER REVISE]: 2-97 DATE 2-97 PI ATE NO.: 52W FILE NAME393_5203 10' I I I Aggregate Base MnDOT select granular borrow 2 Course Filter Aggregate i MnDOT 3149.2H .0112" deep N �- gode to drain Clay Sub -grade e perforated pippe wrap (3733, Type 1) Notch clay sub -grade geotextile for pipe placement TRENCH DETAIL Perforated PVC, or Dual Wall smooth interior corrugated PE pipe. 1 I I s Grout 6• Cone. PIPE DETAIL around collar pipe NOTES: i. Cleanouts required at ending points or as shown on plane. 2. Swing ties to be shown On as-builts for all ending points to all draintPe. 3. Openings in structure for draintile to s.•. be fabricated or core cliled. 4. This detail to be used when 2' or mare of existing soli sub cut is necessary. CITY OF 4" SUB -SURFACE CBABBASSBB DRAINTILE REy®;1-spa-ou-a4 DATE 2-97 PUTE No.: 5232 FILE NAME:3eT_5232 diameter rock III A1' D OQ� NOTE: Silt fence per MNDOTNelspecifications, source 200, AREA INLET WITH machine sliced woven GRATE monofilament. 36" wide A fastened to steel T-Posts with 3(501b) tensile strength plastic zip ties per _ 4' minimum _ T-Post.(machine sliced) 24" RUNOFF 12" /J FILTERED WA J �RSECTION AA CITY OF OFF ROAD CB CBABBASSBB FILTER BARRIER Bevsm:1-aa DATE 2-01 PUTE N0'` 5302 FILE 9J i Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 C Z a P.C. - d CATCH BASIN IN RADIUS = Jr' 9618 CURB - U 10 & GUTTER -_ ---- G SURMOUNTABLE ' TRANS1110N CURB & GUTTER TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' L 6" to' 4' 1 _"T -MNDOT Be18 CONC. C & G SURMOUNTABLE C & G SECTION A -A CITY OF TYPICAL CURB CBABBASSBB RADIUS RENSE0:1-OD DATE; 2-97 PLATE No.: 1A 5N GVY FIE NA -.391 204 Finished Grade One piece PVC SDR.-35 cleonout riser (Size as per plan) ern W >g T- SW-35 Ridgid SDR-35 1 NOTE: 1. Hub with threaded 2. Solvent weld all Clean Out metal plug to be act at final grade. Metal top joints.(Non gusted) plug to be made of such material to allow locates via metal detector. 1 CITY OF SUB -SURFACE CBABBASSBB PVCAIINFILE CLEANOUT REVISm:2-9],1-04 LATE 2-97 PUTE NO.: 5234 FILE N1LE393_5234 SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN. 4�Jaur - .ore"•^••. r .wac.�s. mrm.. Sedate Rae voter ula s., - IF8 mYYL ear _ Afrr,.iti/. ereR LLYIe „y - If ow roe - ^'^_� = arm Mar en oTa rrAw n rem/n+°r w • r eww Aameer °raver uer Ake Ar . err ew MODEL#CG23 NOTE: Clean filter media after each rain event and replace 'd fiber is clogged with sediment Remove debris/sediment from receptacle after each rain event CiTY OF CATCH BASIN SEDIMENT TRAP CBABBASSBB REVISED: DATE: 1 -O4 PLATE NO.: 5302A Date 02/21/05 sheel 3 of 14 I busby befil ghee "plea wu I I I by am or mole my Pinehurst . IBi�Lb wpervidml sad thin I ism a duty )laeowd PROFESSIONAL �� nelaoEeliclau& C7tNCRM ` `epare a f02: e Westwood Professional Services, Inc. SNGDiBl� mdse tl1e IlTee at �. ,Ba0.06M OS/26/05 REVISED PER CITY COMMENTS (GRIN) Plowshares Development, LLC. Details .110�7599 Anagram Drive 10 Dgaw= CRN Eden Prairie, 1 55344 ark (celul, Pg 11351 Lake 1')rive West, Shiite ,550 Phone: 952-937.5150 Fax: 952-937.5322 DID 05/26/05 tie No. "M RecordPiwiftbr/deem mil, Minnesota W17 Chanhassen, Minnesota 02005 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 F- U U d CO (1) ri (7 0 m 3 a m c X x (U (U LD z w 11 CL w 0 Q i LJ w A ED 0 w rn ro U U w a CL o_ a z a J 11 PROJECT NAME PROJECT DESCRIPTION —A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER— NAME PHONE NUMBER CONTACT— NAME PHONE NUMBER 6' PERMITTED CONSTRUCTION HOURS— MON.—FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!!! NO ACTIVITY MAINTENANCE OIRNDELIVER]IfS ALLOWED ON SITE OUTSIDE OF THESE HOURS. C0 OF CHAN SEN ENGIN@flNG DEPAR M 952-227-1160 NOTES 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. DEVELOPMENT INFO SIGN Re SO):2-01 t-0.l, 1-OS Dp7E; 1-98I PI 7 NO.: 5W v '4h 3" BITUMINOUS WEAR COURSE TYPE 41WEA50055B 6" CL. 5 AGGREGATE BASE 100% CRUSHED ROCK MnDOT 3138-1 APPROVED COMPACTED SUBGRADE MnDOT SPEC. 2105 & 2112 BITUMINOUS TRAIL Westwood Professional Services, Inc 7599 Anagram Drive Eden Prairie, MN 55344 Phone:952-937.5150 Fax:952-937.5822 TYPICAL PRIVATE DRIVE SECTION W/PARIQNG ON ONE SIDE (28" BACK TO BACK) SLOPE VARIES T 6"-3A32 CONCRETE 4" CL5 COMPACTED SUBGRADE CONCRETE WALKWAY I haeby eci fy 69et " plea w preps ad by m w m w my dhed v4mrvldml end tlft I m a da,y 6imed f%OFEMMAL n Chru M0e11r11, PH D>abc 05/26/05 L� No. 406.53 10.00' 8.00' PARKING AREA ROLLS OF SOD BACK OF CURB (TYP) SLOPE 1-1/2' MnDOT SPEC. 2350 LVWE350308 WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2' MnDOT SPEC. 2350 LVNW350308 BASE COURSE 6' MnDOT SPEC. 2211 CLASS 5, 100% CRUSHED STONE AGGREGATE BASE 24' MnDOT SPEC. 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE DRAINAGE & UTILITY EASEMENT RaVW. 05/26/05 REVISED PER CITY COMMENTS (CRN) PL TYPICAL LOCAL STREET SECTION (31' BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION NOTE: SEE PLAN VIEW FOR DIMENSIONS CL TYPICAL PRIVATE DRIVE SECTION MY BACK TO BACK) ,o.00' ,o.00' ROLLS OF SOD BACK OF CURB (TYP) SLOP 1-1/2' MnDOT SPEC. 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2' MnDOT SPEC. 2350 LVNW35030B BASE COURSE 6' MnDOT SPEC. 2211 CLASS 5. 100% CRUSHED STONE AGGREGATE BASE 24" MnDOT SPEC. 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE PL h 30' ROW sor� 30' ROW 1 24" MnDOT 3149.2E SELECT GRANULAR BORROW COMPACTED SUBGRADE Prepared for. Plowshares Development, LLCe 1851 lake Drive West, Suite 550 Chan Hasse, Mimewta 55317 _5' — SIDEWALK 1' Pinehurst DRAINAGE & UTILITY EASEMENT NOTE: PRIVATE UTILITIES WILL HAVE TO BE INSTALLED IN THE ROW IN SOME CASES DUE TO RETAINING WALL RESTRICTIONS. SEE PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK E-15 20041064DTF03.DWG Date 02/21/05 sneer 4 oP 14 Details ©2005 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 I I Io I I I o =�-)r 11 III-VV I AAI - vh L..l VILYY LJA AIC I -)r LI AAIr h v/ v I,IvC / STMH-50 -_LLCB-45 II /r/ �. A n ITI/IA / CBMH-49- lJ / ^ �T?EJ- / . CBM„4 r SiMH- r� 1 I 7 I MH-26 I- wv. .'' i J " \ ---- oCBM 4- � � � .. "\ / „ C� %/ \ / \\ ` H i \ CB-29 I H-9 I C -201 CB-19 I C6MH 16 10 -40 \ \� \l \ C�i \\ ' .-- II I L -7 I MH- A i 2 I B-41 2 \\ CB 27 y C� -27A \ i ' I, \ - ---- ---FjLJ / Lil // (" / \ / t� STMH 1-5 91 \7 \ ++ IV - -37 CBMH 7 I \ ON? 6 I 14 I / S H-33 \ \ I\ \ n\ \ 1 I CBMH-11 / EX• � 1 / MH-13 STMH_13_J _ ----32 � I ( H-14 , 11 / \ \ \ CB-1 I I EX 1 DIpp\� I b \ -54 �' C \ BMH-24 \ o i \ 1 MH-3 s J I alb CBM n, , �BM 8 I / \ • \ I I \� \ C CBMH CBM \. V FES-7 7 . I t -14 I \. / � � BMH- \ ( H- - C) \ / CBMH 35 \ / BMH,P1 / FES- L11A1 A' MH-9 / I CBMH �i POND A- / \ III ,�► FES-5 / II \ C, MH-2 1 I lip lJ JIw 1 \ \ \ SY f \� Jl CB-52 CBMH- I I a 1 1\\ \ p r-A I r-�A I m - - �o - H-1 • .. I \ Ll n Ll III - 4 CS-4 / - C - _- IA'-)AIn Ann/T/NAI Yvv uI vLlvL r71_Ivr7I �. zI vLl / uul I vI v I -- EX. 15" RCP \ _ ,u yr VVti �)ltii`L -- _� MH-10 k a - _ ",L _vv vvur` I v� - ,� lI �7i i �.l lr�-• - --- �7i iv�r71 ..) .:/ )u I a 8"DIP I A n n/r/) I \aZZZ ;\ X. 8" PVC ;� c „L_L ci fl- Ln 0 N O+ 1U N L7 3 A N 0 LL 0 Legend v 0 N EXISTING PROPOSED 3 SANITARY SEWER - 4 - SANITARY SEWER -4 a � WATER I WATER I o HYD. W/VALVE � HYD. W/VALVE 0+ STORM SEWER - 44 - STORM SEWER - N - (U I hmby aY[, the " PIM s I I by = Q mda my x dda Prepared for. ae.a m�pa+lran and avd I m , amy Yomd reel. Dads AN Prepared Westwood Professional Services Inc. �/�6�. Im.. of &S OS/26/O5 REVSED PER q7Y COAIYEN75 Slxen . I ^ � 01/05/06 RENSFD PER REVMM PER REP COYYEN75 lgtN� CLedmd: mil[ Plowshares Development LLC. 7599 Anagram Drive (�v�'+` 2//02� REVISED PER OTY OOLAT MYEM (75 (AJU) i�a: AIM ' Eden Prairie, MN 55344 Chris jloshr], Pg 1851 Lake Drive West, Spite 550 Phone: 952-937-5150 Fax: 952-937-5822 Ddh CVOV06 Lori W 411M Reed Drmft TEAM Chanbassell, Minnesota M% STORM SEWER CASTING SCHEDULE STRUCTURE CASTING TYPE NUMBER TYPE DIA. BUILD 1 CBMH 48" 6.99' R-3290-L 2 CBMH 48" 5.72' R-3290-L 3 CBMH 48" 5.33' R-3290-L 4 OCS 48" 8.07 SEE DETAIL 5 FES 15" - - 7 FES 18" - - 8 CBMH 48" 4.86' R-3290-L 9 CBMH 48" 4.75' R-3290-L 10 CBMH 48" 10.75' R-3290-L 11 CBMH 48" 6.75' R-3290-L 12 CB 48" 4.50' R-4342 13 STMH 48" 12.54' R-1642 14 CB 2'X3' 4.44' R-3290-L 15 CBMH 48" 13.95' R-3290-L 16 STMH 48" 16.59' R-1642 17 CBMH 48" 5.27' R-3290-L 18 CBMH 48" 4.62' R-3290-L 19 CB 48" 4.50' R-4342 20 CBMH U. 6.ILI R-3290-L 21 CBMH 48" 8.86' R-3290-L 22 CB 48" 4.50' R-4342 23 FES 27" - - 24 CBMH 54" 27.09' R-3290-L 25 CB 2'X3' 4.60' R-3290-L 26 CBMH 48" 7.04' R-3290-L 27 CBMH 48" 4.83' R-3290-L 27A CB 48" 4.44' R-3290-L 28 CBMH 48" 7.65' R-3290-L 29 CB 48" 4.45' R-4342 30 CBMH 48" 24.59' R-3290-L 41- camH 4 4 ' - 04 32tQmTj R- 290-A 4 F - 4 34 CBMH 48" 21.31' R-3290-L 35 CBMH 48" 13.90' R-3290-L 36 CBMH 48" 6.62' R-3290-L 37 CB 2'X3' 4.53' R-3290-L 38 CBMH 48" 11.72 R-3290-L 39 CB 48" 4.59' R-4342 39A STMH 48" 5.47' R-1642 40 STMH 48" 9.57' R-1642 41 CB 2'X3' 4.50' R-3290-L 43 CBMH 48" 4.72' R-4342 44 CBMH 48" 5.37' R-3290-L 45 CB 2'X3' 4.45' R-3290-L 46 FES 21" - - 47 STMH 48" 11.43' R-1642 48 STMH 48" 10.42' R-1642 49 CBMH 48" 4.74' R-4342 50 STMH 48" 4.73' R-1642 51 CBMH 15" 13.54' - 52 CB 48" 4.44' R-4342 53 FES 15" - - 54 CB 48" 4.75' R-4342 Pinehurst Q 0' 100' 200' 300' E-15 200410640AF02.DWG Date: 02/21/05 mmt 5 oa 14 Overall Plan u U f d C0 N Ln N (U LO 0 0 N 11 L7 3 ca 0 L� F- �O 0 a 0 0 N O7 3 a i v 0 v 0 0 N 11 '7 c2005 Westwood Professional Services, Inc. UNDERLYING LOT I C / H-6 I I LINES (TYP.) ------ ---- — — _ _ I )6 // ti ------------- / / 1 III -- — — — — — — -r — � . PVC SAN1T.ARX I I ------I I— -------- I / SERVICE (TYP) Call 48 Hours before digging: \ vv� ; � -'�� s"-22 1/2° BEN �� `�� i• -- GOPHER STATE ONE CALL _7 \2 / I I (, Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 I \ I DENOTES SANITARY SEWER SERVICE H-6 \ / — _ \ I I IS XXX.X INVERT ® END OF STUB. 'f`DRANAGE AND UTILITY TING! I MH— / / I I ?� / \\ \\ I I `^ DENOTES SANITARY SEWER SERVICE "AH-7 WET TAP INTO EXISTING I / " _ \ I Eq T"( IT2"" I - / / 1 COPPER SERVICE I I . // \ \\ I _ _ WYE=X+XX WYE LOCATED ON MAINLINE FROM I II I I / / w/CURB STOP (TYP) J L — — — — — — — / \ \ I I DOWN STREAM M.H. I _ —I IG R 6 ' I I � 8"-11 1 4°_BEND ---- �' `" \ I --__'IGV.\FLAG HYDRANTS PER CITY DETAIL 1004 8.0' RISER G.V. I H 10' SEPARATIO, \\ I ��1037.E I — I II EXTEND RODS ON DEEP VALVES. O /I I - — - TOP WMSERVIAh� W.M. (T^yP�RY ,.I / 1026.0 ® ORM — — — —L---� I I"m/ I I / \ \ / r — I �` ALL DROP MANHOLES TO BE I WY€s2 OSSIN I \ \ CONSTRUCTED USING OUTSIDE DROPS. i — — — — — —LO]f 6 TQ CONNECT / I 3 q I -22 1° BEND \ \\ / j I \ y4E \ .. b \ / d - .. I I \I\ Anr RALL TnAKJ ILITYFNunRTN TUF l7TwcK SHALL BE N9nn i TO RVECE- — I _ I \,\ 'o, 1 �O I C ceo" a" �� \ \ \ / // ,.•..,. I '7 A Ln 0 0 1U N N N O O N ON 11 11 OI 3 N 0 F Nf v 0 0 0 N Cl) 3 75 V �O o_ V O 0 (U 11 it L) U f d LO M ON 0 (`7 ,.IN c2005 Westwood Professional Services, Inc. 501-4' PEFORATED PVC DRAIN71LE (SEE DETAIL)(TYP) ti U f d cu N o_ Ln 0 0 Cu UU N 11 0 3 a v 0 H d' �O 0 v 0 0 Cu .11 O1 3 V �D 0 0 0 N A / Lwr2 . 5%.55 / ^\ f 50 4'PEFORATED // `/------�//// 34" y sa v v bFAINTILE / \ \ (SEE \ IL)(TYP) \ \ \ / / / �� 75 / / / 55: 14 I a5a0 / // // V. CBMH-36 S c Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 r� Mn. Toll Free 1-800-252-1166 1 I GENERAL NOTES: I / RADIUS TO BE 8618 C. & G. / WITH 101 TRANSITION FROM / SURMOUNTABLE CURB ► + DENOTES GUTTERLINE ELEVATION N�93 AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 IN ROADWAY 56� MIN. 9" CLASS 5 UNDER C & G HOLES TO BE PRE—CUT IN ALL STORM STRUCTURES THAT HAVE DRAINTILE INLETS. \ CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED \ UNTIL THE SITE HAS BEEN STABILIZED AND \ THEN SHALL BE REMOVED. PER CITY DETAIL \ PLATE NO. 5302 \ ALL SIGNAGE TO BE INSTALLED BY CITY. \ 55.90 = 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION s ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITY'S 2005 STANDARD SPECIFICATION AND DETAIL u U f a. O M If7 0 0 N m N N _A c2005 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 U U f O_ 00 M 0 0 0 N U) 0 rn 3 a m v V X X (U (U z Z W 11 o_ W L3 Q ly W P 0 w i c� U W J 0 a Cl Z a J U EXISTING CURB & GUTTER MATCH EXISTING PAVEMENT EXISTING BIT EDGE VARIES (14.17' 1 VARIES (12' AT FULL LANE WIDTH) AT FULL LANE WIDTH) 2.0% SLOPE BITUMINOUS TRAIL 2.0% SLOPE p,X�MUM SCOPE 13 Mgkl�yUM Stop f p p v v v p v..\ry v B618 CURB AND GUTTER 1-1/2" — MnDOT 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 3-1/2" — MnDOT 2350 LVN W35030B BASE COURSE 6" — CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE COMPACTED SUBGRADE Al Z EXISTING PROPERTY LINE (TYP) KEEP BACK OF CURB DEPRESSED FOR 10' PAST THE EXISTING DRIVEWAY CONNECTION AND TRANSITION TO FULL BACK IN 10' EXISTING BIT TRAIL (TYP) EXISTING C&G (TYP) RIGHT TURN LANE STREET SECTION I 6mby cnefy *0 " *n w pI I by = a muia my Feet tom ft epare I -VI and the I = • duly hmand PxOFESSMAL Dedam& CM GYo`c" for.. Westwood Professional Services, inc. g[J@Jg� Ada the 4wt of the f Mlnnsola 05/28/05 RENgD PER CITY COMMENTS (AJN) ONW& CQM Plowshares Development, 7599 Anagram Drive Donvic Eden Prairie, MN 55344 Chris Moe trig PJL CRri = Lake ]Drive West, Suite 550 Phone: 952-937-5150 Fax: 952-937.5822 Data 05/26/05 TA a Nm 41� Rewrd Vmwlaa by/daft Chanbusen, Minnesota &%17 LLCO ALL DISTURBED AREAS SHALL BE SEEDED/MULCHED WITH MNDOT 508 MIX ALL STRIPING/SIGNAGE TO BE COMPLETED BY COUNTY Pinehurst E-15 20041064STF01.DWG >�cC 02/21/05 sneer 14 OF 14 Right Turn Lane Improvement Plan 02005 Westwood Professional Services, Inc. 0 0 N ucti for Grading, Drainage and Erosion Control for Pl*nehurst Chanhassen, Minnesota Prepared for: Plowshares Development, LLC. 1851 Lake Drive West Chanhassen, Minnesota 55317 Contact: Nathan Franzen Phone: 952-361-0832 Fax: 952-361-0833 Prepared by: . Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone:952-937-5150 Fax:952-937-5822 Project number: 20041064.00 Contact: Chris Moehrl, PE INDEX SHEET NO. DESCRIPTION 1 COVER 2 GRADING DRAINAGE & EROSION CONTROL PLAN (WEST HALF) 3 GRADING DRAINAGE & EROSION CONTROL PLAN (EAST HALF) 4 GRADING DETAILS 5 PROFILES AND STREET SECTIONS 6 STORM WATER POLLUTION PREVENTION PLAN Vicinity Map ST. �? 33. dY HILL b q � w W. 6 5 t h ST. 22. 2'3. CRESTVIEW D CRESTVIE q CIR. LAKE L UCY � ROAD LAKE L UCY (Not to Scale) City Project #05-03 NO. DATE REVISION SHEETS 1 04/26/05 Revised Per City Comments (CRN) All 2 07/05/05 Revised Per City Comments (CRN) 1-3 & 6 3 09/01/05 Pad Elevations (CRN) 1-3 4 01/05/06 Revised Per Replat (AJM) 1-3 5 02/02/06 Revised Per City Comments (AJM) 1-3, 6 CITY OF CHANHASSEN RECEIVED FEB 0 2 2006 C"ANHASSEN PLANNING DEPT Construction Plans for Grading, Drainage and Erosion Control for Pinehurst Chanhassen, Minnesota Date: 02/21/05 Sheet 1 of 6 a , E-15 20041064CVF01 n U f a c v In M In 0 0 N al ® 2004 Westwood Professional Services, Inc. Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952.937-5150 Fax: 952-937-5322 I hereby ratify that this plea was prepared by me or and my direct supervision and that I son a duly licensed PAOPEIONAL IiNaINHOt uader�e kws of the Minnesota Chris MoehrL P.S1,/ Pa Debt OV02/W I.icme Nm 40M 04/�28/�RaNaed Per City Comments (CRN) 07/05/OS Revised Per City Comment: (CRN) 09/01/05 Pad Elevation: (CRN) 01/05/06 Revised Per Replat AJM) 02/02/08 Revised Par City Comments (AJM) Da,t. mat CRN Prepared for. CRM Plowshares Development, Drawn CRN 1851 Lake Drive Went, Suite 550 Ramd��/dtlt/dYlt Chanhassen, Minnesota 55317 LLC• Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL GRADING & DRAINAGE NOTES: • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD —VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. • THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS AT (651) 454-0002 • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES IN ACCORDANCE WITH NPDES PERMIT. • ALL RETAINING WALL ELEVATIONS REPRESENT FINISHED GRADE OF SOIL AND DO NOT REPRESENT BURY • TOPSOIL RESPREAD SHALL BE 0.5' ON PADS AND 0.5' ON OTHER GREEN AREAS. • ALL CONSTRUCTION & DEWATERING SHALL BE IN CONFORMANCE WITH NPDES REQUIREMENTS • ALL RETAINING WALLS SHALL BE DESIGNED BY OTHERS • WETLAND BUFFER AREAS SHALL BE STAKED AND SIGNED IN ACCORDANCE WITH THE CITY'S WETLAND ORDINANCE BEFORE CONSTRUCTION • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN —PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED AND SHALL BE REMOVED WITHIN 30 DAYS THEREAFTER. EXISTING SILT FENCE ON —SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL TO THE GRADING. • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • STREET SWEEPING/CLEANING TO BE PERFORMED DAILY OR AS NECESSARY • INLET PROTECTION TO BE PROVIDED FOR ALL STORMWATER INLETS • THE POND IS TO BE SEEDED WITHIN 72 HOURS AFTER FINAL GRADE IS ESTABLISHED • THE SITE SHALL BE STABILIZED WITH A 50B SEED MIX AND TYPE 1 MULCH IN ACCCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. • THE SITE MUST BE KEPT IN A WELL —DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE. • HAUL HOURS AND ROUTES MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK • ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE PLACED AROUND THEM TO TRAP SEDIMENT • THE PERMANENT POND USED AS A TEMPORARY BASIN SHALL BE CLEANED OUT AFTER FINAL STABILIZATION OF THE SITE. • THE POND SHALL BE LINED WITH 2' OF CLAY MATERIAL BELOW TOPSOIL • ALL EXPOSED SOILS NOT TO BE GRADED FOR: 7 DAYS (> 3:1 SLOPES), 14 DAYS (10:1 TO 3:1), OR 21 DAYS (10:1 OR FLATTER) SHALL BE SEEDED AND MULCHED. • ANY SLOPES LONGER THAN 75'IN LENGTH SHOULD BE BROKEN UP INTO SECTIONS WITH BIO—ROLLS PLACED ON THE CONTOUR FOLLOWING BLANKET APPLICATION • BITUMINOUS & CONCRETE REMOVALS LISTED ON THE GRADING PLAN WILL BE COMPLETED UNDER THE DEMOLITION CONTRACT. BENCH MARKS TOP NUT OF HYDRANT LOCATED SOUTH OF ENTRANCE ON WEST SIDE OF GALPIN ELEVATION=1036.62 LZIGM1} DENOTES SOIL BORING - -----= DENOTES SILT FENCE (TYPE I, MACHINE SLICE, SEE DETAILS) DENOTES HEAVY DUTY SILT FENCE (TYPE II SEE DETAIL) DENOTES TREE PROTECTION FENCE - DENOTES EXISTING CONTOURS DENOTES PROPOSED CONTOURS —�►� DENOTES PROPOSED STORM SEWER DENOTES EXISTING STORM SEWER DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE • REMOVAL LIMITS ,66.30 DENOTES PROPOSED SPOT ELEVATION DENOTES EMERGENCY OVERFLOW E.O.F. ELEVATION DENOTES EROSION CONTROL BLANKET (MNDOT 3885, CATAGORY 3, WOOD FIBER 2S.) DENOTES BIO—ROLL EROSION CHECKS / STRAW WATTLE E-15 20041064GDF01.DWG Pinehurst Chanhassen, Minnesota Date 02/21/05 shy 2 OF 6 Grading Drainage & Erosion Control Plan ® 2005-W s o essie e4-S t 1 ` ` C:>, Call 48 Hours before digging: 6 1 GOPHER STATE ONE CALL ,gyp O � � \ ; Twin City Area 651-454-0002 --GRADE_0.5-DEEP SWALE BEHIND �' CON R BY OTHER WALL 5' FROM WALL EDGEiO - ( \ - - Mn. Toll Free 1 800 252-1166 _ 1 �---' GENERAL GRADING &DRAINAGE NOTES: RE -DIRECT WATER v orn 'o (TYP) t / o cr o o • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER BOULDER RETAINING WALL jf GRADES UNLESS OTHERWISE NOTED. n r� r� i SECTIONS DESIGNED BY } J\ �B „ ,� �? 5 ODNE E I OTHERS (TYP) j d TW=1055 I ` ` c • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE T A / 10> BW=1050,0 _ h DE TUMINOU / DIMENSIONS AND LAYOUT. ( 7062 ( ) ? TW=1063.3 V I TW=1068.7 I BW=1058.0-108.2 IL (1�P) o Pt�} • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING 070.0 TW=1065.0 BW=1042.0 o UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY BW=1064.8 TW=1064.0 TW 1058.8 REMOVE 84t BW=1 70.0 �W=1065.0 B 1056.0 I -1 g o ix C -✓ PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE x x x x t BITUMIN6US I BW=1064.0 TW=1Q50.7 B -10 .8 ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. x x x x x REMOVE 66t W-1C .0 a x x 70•5 x� SY CONCRETE ROPOSED'•, • THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS -Porn I MONUMENT �I AT (651) 454-0002 I / I L ATl - �I t • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES INCLUDING THE NATIONAL 1 ,05 I I 706 P - NN �tOog� POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS YI ? I �•;� 50 o 0 o t tos4 - - y o o i' �' • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES o I • �.. LP IN ACCORDANCE WITH NPDES PERMIT. 1\,y �Ic�J 1 ro i 7p68 - y - • ALL RETAINING WALL ELEVATIONS REPRESENT FINISHED GRADE OF SOIL AND DO NOT `` oil � $ o _ I I �. 0 05 0 a000 REPRESENT BURY 0 0 4 6 1 4• TAN 1 3. . b � 6 •W � � � 5$•5 to 9 EOF � • -_ • TOPSOIL RESPREAD SHALL BE 0.5 ON PADS AND 0.5' ON OTHER GREEN AREAS. 62• V�l 10 5 \ LINE I I I I g3 W 1 42.8 1 0 \ 6 RFF�IIO \ I 1 In t0 .9 I 423 4�•3 `` • ALL CONSTRUCTION & DEWATERING SHALL BE IN CONFORMANCE WITH NPDES 2677(t �Y 4 I I 1053. to c I '� < I REQUIREMENTS ITUM O S 1065.9 I SLC2 o 11033.5 M I Tf l ROCK R 1064 I ) AN • ALL RETAINING WALLS SHALL BE DESIGNED BY OTHERS EN G106.6 I I' i 1065 125.21 1052.5 I : AN BI M • WETLAND BUFFER AREAS SHALL BE STAKED AND SIGNED IN ACCORDANCE WITH THE 65• 7 •'c. '1° / ra .g0 \ 100"45 -,� J o � _'_ 5 ', ; .o G, 10 1.4 0° I M CITY'S WETLAND ORDINANCE BEFORE CONSTRUCTION _ _ �- - _ - - - I 74 , 3g j • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN -PLACE 1 910 PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL 1 VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED AND SHALL BE REMOVED \� 15 WITHIN 30 DAYS THEREAFTER. EXISTING SILT FENCE ON -SITE SHALL BE �p� 60• 106 g215 5 0.0' 3 65 * 5 �� 14 9e5 5 - R. MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE i �4s f S ROW �, e * 53• �o p GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT B-B 92 b n I FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, c� �' / 61.62 4265 0� 3g�5 103�6. DIKES, HAY BALES, ETC., REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL TO \ ( \0 �yo\\ L_ /\� , / ' , .: ° 3 10 THE GRADING. \1! ) V / 51• ° �O , 6p"37 6qe - 50• "' •, I • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED \I / Gt �Ej F\ 69 57 % �39 63. I UTILITIES \ \, 6�•30 S 6 5�• 60 III • 13z1 BW=10 +9 �` • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END 1064.0 G 106 o.a3 ° OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED 0(10' ' X 4140 14.02µ =i 0. n //. ?a 561e 106 x 5 I "�i°54.o to5W0(10 )5 0"� / G 10 .5 G 1041.9 W _ ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. I • STREET SWEEPING/CLEANING TO BE PERFORMED DAILY OR AS NECESSARY R(1) 5 I L • INLET PROTECTION TO BE PROVIDED FOR ALL STORMWATER INLETS " t I / �t Q • THE POND IS TO BE SEEDED WITHIN 72 HOURS AFTER FINAL GRADE IS 142`�� ti' � , � , . 3 .•.: I I I � a ESTABLISHED 1 �/ \ �••' / 5 • 2 ;'� h / 35 I I 1®$�� I 1052151 ,(0 04 I I 0q.61042.E I t a • THE SITE SHALL BE STABILIZED WITH A 50B SEED MIX AND TYPE 1 MULCH IN "10 I =1C 8. ACCCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. �►0 I I W= • THE SITE MUST BE KEPT IN A WELL -DRAINED CONDITION AT ALL TIMES. THE 8 CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER \\ O 5 \ �\ \:: : ' • :7 / } - MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW si \ • ' , POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE .40 : ; s� --1A` •:::i = i I OUTFLOW. EjaDUTILITY �� L EA,�EMENT (TYP) x . PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. • f 9� _ �, A `• I b2 6 // I STREET SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE. �t"�"y� •1 37" • HAUL HOURS AND ROUTES MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK 5065 y�0 i� \' • '' I c Q= �6 8I 1�J • ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE PLACED AROUND THEM TO i, " ,. .� � • � . .::• ' � ..•..: • � � � \ � � � 4 a 46 ` woe, �, m �� TRAP SEDIMENT s �j ��" w �,0 0 I : v q,3� /�- \ �ty'� ( I I ` • THE PERMANENT POND USED AS A TEMPORARY BASIN SHALL BE CLEANED OUT AFTER FINAL STABILIZATION OF THE SITE. t0.3✓� � ��„its �,it- • � •• �� ', .` .•• / � � t " � 37 0 \ �.8° I G , i E \ /'� j •>� �' �� I • MATERIAL BELOW TOPSOIL THE POND SHALL BE LINED WITH 2' OF CLAY s=.Oq.2 / • •�°•es ` srj \ --• . _ -- • ALL EXPOSED SOILS NOT TO BE GRADED FOR: 7 DAYS (Z 3:1 SLOPES), __ - 10 i ? 27• r 14 DAYS 10:1 TO 3:1 OR 21 DAYS (10:1 OR FLATTER) SHALL BE SEEDED AND MULCHED. 050' 100' 150' 8 ' :'. �ti 1 r C'� I �; o"� • ANY SLOPES LONGER THAN 75' IN LENGTH SHOULD BE BROKEN UP INTO SECTIONS WITH BIO-ROLLS PLACED ON THE CONTOUR FOLLOWING BLANKET APPLICATION LO I W �1 4 210N -10 " 1 \ .. �� d / • BITUMINOUS & CONCRETE REMOVALS LISTED ON THE GRADING PLAN WILL BE COMPLETED UNDER THE DEMOLITION CONTRACT. , FAA p / BENCH MARKS �1 pap°? "' ' TOP NUT OF HYDRANT LOCATED SOUTH OF ENTRANCE ON WEST SIDE OF GALPIN �w , , ` j� , 2� / ___.. r'L \: �?s O ' 103 10 0 • I � ��` q, ELEVATION=1036.62 r ( .�; .... , . ` .. : ' '.. ' .0 25 00 �� • p I O j W L8Ki�1.y L, . .. •• .... , . 2e DLOK�RM I / DENOTES SOIL BORING ... . - 28 o j'X40' (SOIL F1tLE9)- /// DENOTES SILT FENCE (TYPE I, MACHINE SLICE, SEE DETAILS) - - - - ... t� _ 3 S sir E`MANUFACTURE 'r d' - ' ' ` ` .• • .... _ IN TALLATION DENOTES HEAVY DUTY SILT FENCE PE II SEE DETAIL) I" I x B_ �1022. ' ' ' � V �� e• DENOTES TREE PROTECTION FENCE _--x ----- - 1 lql ! �-980 DENOTES EXISTING CONTOURS a D 5 DE 31.0 8.0 \ I l --980 DENOTES PROPOSED CONTOURS ALE BEHD B N-- 031. TW 1 4.0 _ ' EV /p-28.0 BW=102 0 / W=IU22.0 ''KIN 1024.0 �� SILT FE - -�- - _-- - - - - - ■--►►� DENOTES PROPOSED STORM SEWER EDGE // � I =102 HWL=f02 _ - - - - {3IR£CT-WA ! 2.0� r 1' 10 () �PP� DENOTES EXISTING STORM SEWER 3 r t f r �( n n/ / 1 A/ x x BW 4. _ 6 BW 10. rww� DENOTES EXISTING TREE LINE N _ {gyp -I LJ LJ l l lJ I V e� - J I ® 1s? EIVCE TtT E 0. £ "P =10 .5 m / 1 I • 3p _ SWSLE BEH 1 n n ^) / n F- DENOTES APPROXIMATE TREE B ^�' E 1n�Mf r i�r , =.1022.0I REMOVAL LIMITS HEAVY DUTY F �yyy c WICLL. DGE 0 r iv�7, B.-1018.0 r •66.30 DENOTES PROPOSED SPOT ELEVATION O / SILT FENCE R 1 1 r- l/ l I T ( ) / I r-�DIRE 9g ) I , DENOTES EMERGENCY OVERFLOW wTYP / r �L_ l l `. I ' L_ l l7 % % 31 i I %� I ( E.O.F. ELEVATION n � / Tn A DENOTES EROSION CONTROL BLANKET V (MNDOT 3885, CATAGORY 3, WOOD FIBER 2S.) c , I I 701 �1pp / 1 , I DENOTES BIO-ROLL EROSION CHECKS / STRAW WATTLE o \� / ��-----T-,.....__� �'"��•? �I I I / I 00r E-15 20041064GDF02.DWG e_ N Date 02/21/05 Sheet: 3 OF 6 pnp� I �y cadfy that thb plm was prepand by a>e w u� a y > Prepared for. Pinehurst . direr-pa•vtefan and that I am a duly � PROFMIONAL Carr Westwood Professional Services, Inc. ffivcurtffit asda mw. htmmt. 04/26/05 Rev aed Pe City Comments (CRN) 07/05/05 ReNeed Per City Comments (CRN Plowshares Development, LLC. Grading Drainage 09/01 /OS Pad Devetiane (CRN)) p / Erosion Control Plan 7599 Anagram Drive 01/OS/06 Reviead Per Replat (AJM) Drawzc C8N Eden Prairie, MN 55344 Quja Moehrjr F$ 02/02/05 Reload Per City Comments (AJM) %M Lake Drive West, Suite 550 Phone: 952.937-5150 Fax: 952-937.5822 Data: 02/02/06 Lto=e Na 40M Reawd OmMag by/dda Chanhassen, Minnesota 55317 Chanhassen, Minnesota o 2005 Westwood Professional Services, Inc. OTE: SILT FENCE SHALL BE ORANGE IN COLOR 1 N s 00 --� �-1 /-� �_ STAPLES MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY t� / DOWNSLOPE o 1bll►lA TAMP DIRT R MAT/ \� BLANKET PgOVEN R SOURCE OF W P, TYPICAL SLOPEOVEN GEOTEXTILE SOIL STABILIZATION ISOMETRIC VIEW FILTER FABRIC UNDER NOTE: TYPICAL TREATMENT WET SLOPE LINING 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT EROSION BLANKETS & TURF REINFORCEMENT 2. LAY BLANKETS LOOSELY AND STAKE OR MATS SLOPE STAPLE TO MAINTAIN DIRECT CONTACT WITH INSTALLATION THE SOIL. DO NOT STRETCH SEDIMENT, ORGANIC MATTER, 3" AND NATIVE SEEDS ARE CAPTURED BEHIND THE WATTLES. STRAW WATTLES MUST BE PLACED ALONG SLOPE CONTOURS. -� 30• 1" X 1' STAKE OR REBAR Al LIVE WILLOW STAKE 3/4" - 1 1/2" DIA. \ SPROUTED WALLOW STAKE. STRAW WATTLES TIGHTLY ABUT NOTE: 1. STRAW WATTLES ARE TUBES MADE FROM STRAW BOUND W/ PLASTIC NETTING. THEY ARE APPROX. 8" DIA. AND 20 - 30 FT. LONG. 2. STRAW WATTLES TRAP SEDIMENT AND REDUCE SHEET & RILL EROSION BY REDUCING SLOPE GRADIENT, INCREASING INFILTRATION RATES AND BY PRODUCING A FAVORABLE ENVIRONMENT FOR PLANT ESTABLISHMENT. 3. STRAW WATTLE INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE STRAW WATTLES WATTLE IN A TRENCH, 3" - 5" DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALL TO RUN UNDER OR AROUND WATTLE. ELEVATION=998.0 3:1 �/ ;:: mom.✓ �l 10:1 10 2.0' CLAY LINER TYPICAL POND SECTION BENEATH OUTLET N.T.S. ELEVATION. Note: Silt fence per MNDOT specifications, source 2000, machine sliced woven monofilament, 36"wide fastened steel T-Posts with 3(501b) tens! strength plastic zip ties per T-Post. (Machine sliced) EROSION CONTROL FENCE - TYPE 1 T Posts 24" in ground Pies Min. Depth of silt fence embedment. Note: Type 2 silt fence is the same as type I with hay bales installed as per detail - Type 2 to be used to protect all wetlands. Hay or Straw Bales In wW ,InNe bhm qrw¢ Wk 1.V to 2.0' No tls ga d. Zip Ties Btlw on to be t'ed vM a nm-Deead�le eateid. EROSION CONTROL FENCE - TYPE 2 CITY OF SILT CHANHASSEN FENCE REVISED: 2-97, 1-02, 1-03, 1-04 DATE: 2-97 PLATE NO.: 5300 FILE NAME: 393_5300 ,...r.,�, ,.... .......: ... �.:..:,.. ,r., �.� ..: VIEW I B TOP OF OVERFLOW r-TOP OF BERM SECTION A -A IN PMRANWIDTH AS INDICATED TOP OF BERM TOP OF OVERFLOW F/G AND/OR RIP RAP IF INDICATED. STABILIZE gX TO BOTTOM OF SLOPE 1.0 3.�MpX 3�AM SECTION B-B POND OVERFLOW N.T.S. =.411 3" BITUMINOUS WEAR COURSE TYPE 41WEA50055B 6" CL. 5 AGGREGATE BASE 100% CRUSHED ROCK MnDOT 3138-1 APPROVED COMPACTED SUBGRADE MnDOT SPEC. 2105 & 2112 BITUMINOUS TRAIL I hereby certify that this plan wee prepared by roe = vi d my BevL10eC . direct supervision and that I am a duly ti®sed FROFMIONAL Westwood Professional Services, Inc. >�Ia�,� aader�a 1.�. t� btnn�a. 04/26/05 Revised Per City Comments (CRN) 7599 Anagram Drive Eden Prairie, MN 55344 Ci1r18 MoebrL p$ Phone: 952.937-5150 Fax: 952-937-5822 Date 04/26/05 License No. 40M ::/ O PO PvOC ,�6 FILTER FABRIC " 6" MINIMUM DEPTH 1" - 2" WASHED 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE ,1 0ON � M\N�M�M 20 NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITY OF ROCK CHANHASSEN C E TRANCEON REVISED: 1-98 DATE: 2-97 PLATE NO.: 5301 FILE NAME: 393_5301 JV I LOT CORNER ELEVATION 99 LOT NUMBER DRAINAGE ARROW 520.5 FINISH GROUND ELEVATION AT REAR OF PAD LQ 517.0 (IF APPLICABLE ) 524.0 MINIMUM BASEMENT FLOOR ELEVATION Li _ _ FRONT GARAGE SLAB ELEVATION Q N N V � DRIVEWAY LO = GRADED FOR 6.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO, SWO = GRADED FOR 9.0 ' OR 10.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO - WALKOUT NOTE: LO - LOOKOUT R = RAMLER THE (1) INDICATES THAT THE GARAGE IS AN SLO - SIDE LOOKOUT ADDITIONAL 1 BLOCK OR 0.7 FEET BELOW THE FIRST FLOOR ELEVATION. SWO - SIDE WALKOUT THE (2) INDICATES THAT THE GARAGE IS AN ADDITIONAL 2 BLOCKS OR 1.4 FEET BELOW THE FIRST FLOOR ELEVATION. TYPICAL LOT 1.-3A32 CONCRETE 4"CL5 COMPACTED SUBGRADE CONCRETE WALKWAY NOTE Silt fence per MNDOT specifications, source 200, machine sliced woven monofilament, 36" wide fastened to steel T-Posts with 3(501b) tensile strength plastic zip ties per T-Post.(machine sliced) RUNOFF FILTERED WATER SECTION AA CITY OF OFF ROAD CB FILTER BARRIER CHANHASSEN REVISED:1-04 DATE: 2-01 PLATE NO.: 5302 FILE NAME:393-5302 EL. OF GROUND AT WALKOUT 9.0' or 10.0' BELOW GARAGE SLAB 0.5' TOPSOIL UNLESS OTHERWISE NOTED. SEE PLAN ENGINEERED FILL SUITABLE BEARING SOIL (TIP.) 1 17' (MIN.) 1 3' 1 L 0.5' TOPSOIL 1.0' TO 5UBGRADE EL. OF GROUND AT LOOKOUT 6.0' BELOW GARAGE SLAB UNLESS OTHERWISE NOTED. 0.5' TOPSOIL ENGINEERED FILL 1.0' TO SUBGRADE SUITABLE BEARING SOIL (TYP.) 0.67' ENGINEERED FILL I SUITABLE BEARING SOIL (TYP.) L 3.75' TO SUBGRADE 0.5' TOPSOIL Dede� CRN Prepared for. Plowshares Development, LLC. Drown: CRN IM Lake Drive West, Suite 550 Rem[d PM tts to/date Chanhassen, Minnesota 55317 filter T WITH I L3.0' TO SUBGRADE 0.5' TOPSOIL Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toil Free 1-800-252-1166 LU w w w z z z z 0 0 0 0 DIRECTION OF FLOW ON LOT STREET PROFILE 0.5' 0.5' pIRECTION OF FLOW ON STREET LOT BENCHING R.O.W 27' 17' to B G Private FINISHED GRADE AFTER HOUSE -FINISHED GRADE FOR PAD FILL WALK -OUT (WO) N.T.S. L3.5' TO SUBGRADE 0.5' TOPSOIL ENGINEERED FILL LOOK -OUT (LO) N.T.S ENGINEERED RAMBLER (R) N.T.S. SUITABLE BEARING SOIL (TYP.) R.O.W 7' toe C Private GRADE AFTER HOUSE GRADE FOR PAD BEARING SOIL (TYP.) R.O.W 27' 17' to B C Private FINISHED GRADE AFTER HOUSE FINISHED GRADE FOR PAD SUITABLE BEARING SOIL (TYP.) Pinehurst Chanhassen, Minnesota ROADWAY ENGINEERED FILL 1 ROADWAY GRADING GRADE TO MATCH BACK INTO ------ULTIMATE FINISH GRADE NO CLOSER THAN 10' FROM ROW FOR SMALL UTILITY INSTALLATION. ROADWAY ENGINEERED FILL E-15 20041064DGF01.DWG Date: 02/21/05 stagy 4 of 6 Grading Details ® 2005 Westwood Professional Services, Inc. MA Sy 1020. 00 OATT ID 1020. 0J I- U f Q In 65 In 9� L0 0 ((UU r m 3 75 (U LD ID Fa ID 0 v 0 (U i oI 3 IT IT 0 v 0 0 (U 0- 1 50 H.P. ELEV = 1062.78 H.P. STA = 12+75 PM STA = 13+50 PM STA - 11+00 PM ELEV = 1063.55 PM EIEV _ 1061.15 A.D. - -8.00 H.P. tO5J.J0 A.D. - -5.00 K - 25.00 ELEV = -- 2 3 4 5 6 PN STA - 54+35 PM ELEV = 1053.04 A.D. - -7.00 K 19.99 14 ov VC n i3 .,t I PIA STA - 52+90, PV1 ELEV = 1CM54 o p A.D. -7.50 , r Ci 6 K-20.0.00 w 150.00' VC .0 a LP. ELEV = 1034.07 1° LP. STA = 51+0239 d PM STA - g PM ELEV - f033b1+0079 A.D. - 5.68 K - 7.04 N N }S} n 51 E RI E D / -10 _,p}2 72 Few :;�62 I OHO h0 N m QS Om PN An mm � 51 52 53 54 55 AMBERWOOD LANE PL DRAINAGE & UTILITY EASEMENT 14.5' BOULE\ 2.0% SL 7 a 9 10 11 12 13 PINEHURST DRIVE PM STA - 31+07 PM ELEV = 1064.93 A.D. _ -4.00 K = 25.00 If- 100 00' VC PN STA - 40+65 PM ELEV - 1040.22 STA - 32+00 A.D. - -0.70 v3 PM ELEV - 1057.28 K - MW AD. - 2.00 .� W.W W II II "f K - 20.03 n ri m N d n 8 40,00, VC $ x nN} >yy - r n + N r�-W III .un'S{ M S jj' 55u I 14 LP. E V = 1034.35 LP. STA - 42+47.37 PM STA - 42+60 PM ELEV - 1033.38 A.D. - 7.81 K - 12.80 I 100.00' VC I p \ A A n 30 31 32 33 40 41 42 a3 HEMLOCK LANE EDGEWOOD COURT TYPICAL LOCAL STREET SECTION (31' BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION CL 1 1 30 ROW - 15.5'- 30 ROW 15.5' Z rler CI PVO 24" MnDOT 3149.2E SELECT GRANULAR BORROW COMPACTED SUBGRADE 18 8.5' LEVARD o SLOPE OA1 M 100500 Pvt STA - 20+95 PM ELEV - 1040.37 A.D. - -4.00 K - 10.90 20 21 22 23 24 25 26 MANCHESTER DRIVE OAITJA! A 10.90.00 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 U. ELEV - 1048.60 LP. STA - 61+01.16 PM STA - 61+00 PM El2V - 1048.52 A.D. - 3.39 K - 5.91 m I I 20.00' VC S o II n ,l II II II 3 a d d S.OD11 60 61 62 63 ADER WAY TYPICAL PRIVATE DRIVE SECTION W/PARKING ON ONE SIDE (28' BACK TO BACK) 10.00' 10.00' 6.00I PARKING SLOPE VARIES AREA 2 ROLLS OF SOD BACK OF CURB (TYP) cl nor val5lcc SLOPE VARIES PL _1 - 5' SIDEWALK 1 . _1 EASEMENT 1-1/2" MnDOT SPEC. 2350 LVWE350308 WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2' MnDOT SPEC. 2350 LVNW35030B BASE COURSE 6" MnDOT SPEC. 2211 CLASS 5, 100% CRUSHED STONE AGGREGATE BASE 24" MnDOT SPEC. 3149.26 SELECT GRANULAR BORROW COMPACTED SUBGRADE 0 0 0 O NOTE: PRIVATE UTILITIES WILL HAVE TO BE INSTALLED IN THE ROW IN SOME CASES DUE TO RETAINING WALL RESTRICTIONS. SEE PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK VARIES TYPICAL PRIVATE DRIVE SECTION (20' BACK TO BACK) 10.00' 10.00' SLOPE ROLLS OF SOD BACK OF CURB (TYP) SLOP 1-1/2" MnDOT SPEC. 2350 LVWE350308 WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" MnDOT SPEC. 2350 LVNW35030B BASE COURSE 6" MnDOT SPEC. 2211 CLASS 5, 100% CRUSHED STONE AGGREGATE BASE 24" MnDOT SPEC. 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE E-15 20041064DGF02.DWG Date 02/21/05 Sheet 5 OF 6 I hereby mtify that this plan was prepared by me or unel my Prepared Pinehurst I supervision and that I am a duly licensed FROFR59ONAL R°''''°� > CRN ed for. Profiles . Westwood Professional Services, Inc. ram Drive ��( nder�,,a >awa �e minute 04/26/05 Revised Per City Comments (CRN) CeM Plowshares Development, LLC. Eden Prairie, MN 55344 nL...a CRN 1851 Lake Drive West, Suite 550 7599 Chris P$ and Street Sections Phone: 952-937-5150 Fax: 952-937.5822 Date 04/26/05 License No, 40M Renard B by/doe Chanhassen, Minnesota 55317 Cita:tltaasett, Minnesota '1• 02005 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mr. Toll Free 1-800-252-1166 (1) INSTALL SILT FENCE (2) GRADE SITE (3) FINAL STABILIZATION 05/01/05 -- 05/08/05 05/09/05 -- 05/29/05 05/30/05 -- 05/31 /05 . Westwood Professional Services, Inc 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952-937-5150 Fax: 952-937-5822 I hmeby cafify, that this plea wo prepped by me w under my, 1leyleleee direct =pwvWm and flat I am a daly Ucm@W MORMONAL ENG17 �nd��M�e laws d t&he//6/ye Mt=ewft 04/26/05 07/05/05 �/� 02/02/06 Chrls MoehrL PR Date OUO2/06 lI., No. 1023.5 SLOPE OF GRAVEL 2:1 OR FLATTER — 1020.0 Ln 1 /4" TO 1-1 /2" WASHED GRAVEL a61 o..: 24" DIA. CMP OR RCP PIPE RISER TEMPORARY PERFORATED OUTLET (24" RISER) \ITC checkek Cam Dfawm C&N Reand Om►Ing by/doe DITCH GRATE, STOOL TYPE, NEENAH R-4341—A OR EQUAL SECURE TO RISER SECTION WITH 4 BRACKETS --- GALVANIZED WIRE MESH FILTER FABRIC WITH 1 /4" SPACING 3" DIA. HOLES SPACED AT 5-3/8" ON CENTER 12" DIA. PIPE 1014.0 36" DIA. PRECAST CONCRETE MANHOLE SLAB (SECURE TO RISER WITH 4 BRACKETS) 1015.0 1 REV. 4/30/04 G10 X' )CONSTRUCTION ENTRANCE MAINTAIN ` EXISTING kTUMINOUS aMAT FOR �c�SWEEPING RAP WITH CLASS 1 AP IN EOF Prepared for. Plowshares Development, LLC• %M Lake Drive West, Suite 9,% Chanhassen, Minnesota 55319 • SWPPP NARRATIVE THE SITE CONSTRUCTION WALL CONSIST OF GRADING FOR ROADS AND SINGLE FAMILY RESIDENTIAL DEVELOPMENT. THE MOST CONCENTRATED SEDIMENT DISCHARGE POTENTIAL IS AT THE SOUTHWEST CORNER OF THE SITE WHERE AN EXISTING RAVINE DRAINS THE WESTERN PORTION OF THE SITE TO THE SOUTH. THE SECOND SEDIMENT DISCHARGE LOCATION WILL BE THE CENTRAL SOUTHERLY PROPERY BOUNDARY. A PROPOSED POND WILL RECEIVE WATER FROM THE MAJORITY OF THE SITE UNDER PROPOSED AND EXISTING CONDITIONS. EFFORTS ARE PROPOSED TO REDUCE THIS POTENTIAL WITH SILT FENCE, 810—ROLL EROSION CHECKS, A TEMPORARY OUTLET FOR THE POND AND EROSION CONTROL BLANKET. THE STORM SEWER WILL ULTIMATELY CONVEY THE MAJORITY OF THE SITE DRAINAGE TO A DOWNSTREAM POND. SILT FENCE WALL BE INSTALLED FIRST AROUND THE PROJECT PERIMETER OF THE SITE. ONCE THE SILT FENCE IS INSTALLED, THE PROPOSED POND SHALL BE CONSTRUCTED AND CONNECTED TO THE EXISTING STORM SEWER STUB IN MANCHESTER STREET WITH A TEMPORARY OUTLET RISER AND OUTLET PIPE PRIOR TO GRADING THE REMAINING PORTIONS OF THE SITE. ONCE THE SITE HAS BEEN STABILIZED, THE TEMPORARY EROSION CONTROL MEASURES MAY BE REMOVED. WESTWOOD PROFESSIONAL SERVICES WALL ASSIST THE OWNER WITH REPORTING AND FIELD OBSERVATIONS. WESTWOOD CAN ALSO MAKE RECOMMENDATIONS TO THE OWNER IF CHANGES ARE NEEDED IN THE FIELD TO HELP REDUCE EROSION POTENTIAL OF THE SITE. ALL DIRECTION FOR CHANGES OR REPAIRS TO EROSION CONTROL SHALL BE ROUTED THROUGH WESTWOOD. WESTWOOD WILL COORDINATE ANY CHANGES WITH THE OWNER AND CONTRACTOR. POLLUTION PREVENTION MANAGEMENT MEASURES SOLID WASTE COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA REQUIREMENTS. HAZARDOUS MATERIALS: OILS, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCE MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES IS NOT ALLOWED ON SITE. NO ENGINE DEGREASING IS ALLOWED ON SITE. EROSION CONTROL NOTFS: • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN —PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON —SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • THE SITE MUST BE STABILIZED WITH A 508 SEED MIX & TYPE I MULCH IN ACCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. • ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE PLACED AROUND THEM TO TRAP SEDIMENT. • THE SITE SHALL BE STABILIZED WITHIN 48 HOURS OF FINAL GRADE COMPLETION. • SITE SOILS ARE TYPE "B' • A PERSON KNOWLEDGEABLE IN EROSION AND SEDIMENT CONTROL MUST BE APPOINTED BY THE CONTRACTOR TO OVERSEE THE IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN PRIOR TO THE START OF CONSTRUCTION; PROVIDE INSPECTIONS, AND INSURE MAINTENANCE OF BMPS; ADD ADDITIONAL BMPS AS NECESSARY; PROVIDE CHAIN OF RESPONSIBILITY. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPPES) PERMIT REQUIREMENTS. • INLET PROTECTION TO BE PROVIDED FOR ALL STORM WATER INLETS • ALL EXPOSED SOILS NOT TO BE GRADED FOR: 7 DAYS (Z 3:1 SLOPES), 14 DAYS (10:1 TO 3:1), OR 21 DAYS (10:1 OR FLATTER) SHALL BE SEEDED AND MULCHED. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES IN ACCORDANCE WITH NDPES • THE SITE MUST BE KEPT IN A WELL —DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE. • HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK. • TOPSOIL RESPREAD SHALL BE 0.5' ON PADS AND 0.5' ON OTHER GREEN AREAS. • DEWATERING SHALL BE PERFORMED IF NECESSARY & WITH FLOATING PUMPS TO REDUCE DISCHARGE OF SEDIMENT. • CONSTRUCTION SITE ACCESS SHALL BE MAINTAINED FROM GALPIN BLVD, A ROCK CONSTRUCTION ENTRANCE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. EXISTING BITUMINOUS ACCESS SHALL BE MAINTAINED AND SWEPT/ CLEANED AS NEEDED TO MINIMIZE MATERIAL FROM BEING TRACKED ON TO GALPIN BLVD. NOTE: ADDITIONAL EARTHWORK RELATED TO THE CONSTRUCTION OF THE TEMPORARY BASIN IS INCIDENTAL TO THE CONTRACT rYYYYYI x 856.3 66.30 d0000% E.O.F. �DD� DD DENOTES SOIL BORING DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE DENOTES EXISTING CONTOURS DENOTES ULTIMATE CONTOURS DENOTES TEMPORARY CONTOURS DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL LIMITS DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED SPOT ELEVATION DENOTES BIO—ROLL EROSION CHECKS DENOTES EMERGENCY OVERFLOW ELEVATION DENOTES TEMPORARY EROSION CONTROL BLANKET DENOTES TEMPORARY DITCHING DENOTES TEMPORARY STORM SEWER Pinehurst 0' 100' 200' 300' E-15 20041064ECF01.DWG Date 02/21/05 sheet 6 OF 6 Storm Water Pollution Prevention Plan PINEHURS T 2ND A DDI TION CITY OF CHANHASSEN RECEIVED FEB 1 4 2006 CHANHASSEN PLANNING DEPT KNOW ALL MEN BY THESE PRESENTSThat Plowshares Development, LLC, a Minnesota limited liability company, fee owner / hereby certify that I hove surveyed and platted the property described on this plat as PINEHURST 2ND ADDITION; that this of the following described property situated in the County of Carver, State of Ninnesota, to wit: plot is a correct representation of the survey, that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments will be correctly placed in the ground as shown, in accordance to Minnesota Statutes, Section 505.02, Subd. 1; that the outside boundary lines are correctly designated on the plat; and that there are no wetlands as Lot 1 through Lot 22 and Lot 27, inclusive, Block 1, PINEHURST and Lot 1 through Lot 8, inclusive, Block 3, PINEHURST, defined in Minnesota Statutes, Section 505.02, Subd. 1 or public highways to be designated other than as shown. according to the recorded plat thereof, Carver County, Minnesota. , And that U.S. Home Corporation, a Delaware corporation, fee owner of the following described property situated in the County of Carver, State of Ninnesota, to wit: Lot 23 through Lot 26, inclusive, Block 1, PINEHURST, and Lot 1 through Lot 8, inclusive, Block 2, PINEHURST, according to the recorded plat thereof, Carver County, Minnesota. Have caused the same to be surveyed and platted as PINEHURST 2ND ADDITION and do hereby donate and dedicate to the public for public use forever the easements as shown on this plat for drainage and utility purposes only. In witness whereof said Plowshares Development, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 200 . PLOWSHARES DEVELOPMENT, LLC M Craig W. Morse, Land Surveyor Minnesota License No. 23021 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of Craig W. Morse, Land Surveyor, Minnesota License No. 23021. By Notary Public, My Commission Expires 200 , by County, Minnesota CHANHASSEN, MINNESOTA This plat of PINEHURST 2ND ADDITION was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof held this day of 1 200 , and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plot, according to Minnesota Statutes, Section 505.02, Subd. 1. CITY COUNCIL OF CHANHASSEN, MINNESOTA By Todd M. Simning, President STATE OF MINNESOTA BY BY COUNTY OF Mayor Clerk The foregoing instrument was acknowledged before me this day of 200 , by Todd M. Simning, President of Plowshares Development, LLC, a Minnesota limited liability company, on behalf of the company. COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of By 200 Notary Public, County, Minnesota My Commission Expires By John E. Freemyer, Carver County Surveyor In witness whereof said U.S. Home Corporation, a Delaware corporation, has caused these presents to be signed by its proper officer this day of 200. COUNTY AUDITOR, Carver County, Minnesota I hereby certify that taxes payable in and prior years hove been paid for land described on this plat. Doted this U.S HOME CORPORA77ON day of 200 By By Mark Lundgren, Carver County Auditor Its COUNTY RECORDER, Carver County, Minnesota STATE OF MINNESOTA / hereby certify that this plat of PINEHURST 2ND ADDITION was filed this day of 200 , at COUNTY OF _ o'clock _.M. as Document No. The foregoing instrument was acknowledged before me this day of 200 , by its of U.S. Home Corporation, a Delaware corporation, By on behalf of the corporation. Carl W. Hanson Jr., Carver County Recorder By REGISTRAR OF TIRES, Carver County, Minnesota Notary Public, County, Minnesota / hereby certify that this plat of PINEHURST 2ND ADDITION was filed this day of 200 at My Commission Expires o'clock _.M. as Document No. , By Carl W. Hanson Jr., Carver County Registrar of Titles WES T WOOD Professional Services, Inc. Sheet 1 of 3 sheets PINEHURS T 2ND A DDI TION ^ I I I I Ir-1 \ / —V 7/ V L_ L- I V I-) r" A I n L✓L.JI l lVI V 2 NW Car. of the NE 1/4-N I ,-Fd. 1 north line of the NW 1/4 0 of the SW 1 4, \ /2" open iron pipe / Sec. 3, ' of the SW 1/4, Sec. 3 3,.°,� Twp. 116, Rge. 23 i ,i Drainage & Utility "N 87012'20" W \ r ,'r Easement north line of the NE 1/4 / 12349 h \\� % 598.73 ,I of the SW 1/4, Sec. 3 (11 /-----------� r ro L\y4� 19.91 ?� i 110. 11 , N87072 20'W ° -3D.00, NO2 28'14'E / of f--------- —M Drainage &Utility -- 00 I 14712 — % __ Easement ` 66' -x, _ L N 87°7220' W / 144. 7 _ A. `�� 3o 122.80 — -7 �I o I 0 I A IE--`-----._— �' 1 / / ^ •0 66`'Z A9.. V o' V ,fl6, v °/�%//`"`• k%/r t/ry 0T.',y `los p��•, �sr\_5g°56'34" r,�ro \ �s53.35 4�5 / O/\N •\ 4 E� \s / 0 6 / v° W \ 3014� % \ S S� / / n / s\ > N 7 "a' �52j N\�: p —,-11 \ \ 1O 1� /rys 0 :5 / \ i � / \ O l '0 / •''�\ °� % I L! k,\ // / 0',ro '( L=69.63_�� o / Y C� 0 W u \ ,--L=36. 19 O I • ' go'hp�g10 o sue. M..y / \ L O 56 ' 56.13 \ ,VO -Drainage & Utility Easement 6 ohtOR �\ / \Z' sa" LA �7186.63/ o\oo / /_L------�✓ / \\N �1 o QJ /`/ o // r II '// �"�\ % �k N Drainage & Utility-( / Nw 60 i w` 5 C \ �// 4 ,-- �1� s, A0�J6'-\ \\� Dry Easement / // /,\ �a i `i\ I / GG6--_ �- ��'19 �y%��11 a / \�ss� �.•� ma's ' ' / / / / / \ w �t I 0 _ (1J� 91.3_/oh 0 rl L \N „ / j5E 6p5 �\ \\ �� / 0 10 � o� o ° 7 IfAl 1 °/ ,/ / K , ^l 14 N� NO2°3544 E,' / / / �% / 66iN\ �\ ✓ �k Il IrI lhet 41.60-�' / / // // p �\ 009 / Naolro H 2 v 4 \ \ obx x, p Ilf f '` / 8S13 / 0 45"W o1 2 1 0 \ D/ ' C °�' N34 2 00 tj30��a� 17 38 E / d' �\ sue• I / ,� 0 16•• r / 12 'J °0 01 v \ \\ s Is /' 2osy Sit 'l�f N�16.66 E /�\ � 11O- p �"' Z . E o I� \\> ��4 \ \ / �� N 79042'00 �'I \✓✓ ../� oh�\0 4_>5�9-14' QQ ,. ` __� 0 \ \ /^ \ ya 'Nc 76.67 /`�"'rn 5i N5 rn o��. oo gam. ?57.98— — — — "?- ,� 9Q. o �- \� s° \ \ °oar /� �h ;- o �C e R� \ `\o�'- Z�t� '�\ ?kr/1661/wry \�� N62 T2Bo 4v50°32' 6 6 Zr`\\\i T s�\ tea `i'r� C0Q85 \\?oS�.• �. c s\ / It \ �y`o os- <y 34 R�9'00 oA',' \'Drainage & Utility // /� 4'�7�'C��,T g5 +\ / ��• o \ / / / � � nilrn Easement / / \! r l �' I 01 Q / /\ \� z 9 y / w n- 1 I r- h 6 �rDraino e& Utility v/ \ l v L- Q.Q j ok� \ �. \ Easement / 5 � 11151` 15 ? %/ —�=9000 5O ! ; 1 o37 I \ d_70'3-20r5 c�nlo 0 0� r� a/ /� / / I \ �a ° k `, / 7�9�.is•, `b ry^ 4 h o c., n, o . p\ o� oy0 y / I \ ! N25 05 47 W / 5.85 ?r �. - 16 �I N \� IV/,/,�"� / / Lu I / `CA, N 88°30'38" W l i \V/ / 18 / l �I I� \�/ ` I to v, J / A` A / 117.44 - ! h/ '• MI I� \�00/5/0 ( \ I` C / l/y ? NI I \ /'1 vI Ia \ y81�k 4, V J � 19 , 20<<� a � /-------- 142.72=,'t�N I .li 0 OJ \ W4 / �0^• \ l / 4534 \j�2R.3 0 rl 5.9.65 ` 178.67 N 87012'20" W 'i 238.32 ! 40. - s9'9730 N 138.86 N 87°21 '21 " bs.62 O r-A / n r-A / ° �,�/ o Ll\L_/VLJL_IV �nn'n '� 403.89 v/YL/ I ON N`J - --- -- I ----- \1 It\vQ �• 'Drainage & Utility i Flo A n n I -/-/ /l A I A //1 /-\ n L, / n r- Easement vl \L/ IL/Ll l /VI V VYVI/L.1I \1L/12 L_ l lr-//,l /TC' r7L_/\7F71 'JA /n Ieli,i,n�1/n,\r-- L/ Y(J n!T//1A f YYVVL//\lL7VL r7L7I\Jr7I I VV l/k-/uI \7/L/171L_ Lll l /VI V JA/n A 1n 1nAI HIV(/ nLIUI/lVIY I / /r-//ll lT r7C l vr7 / 50 0 50 100 150 Scale in feet Scale: 1 inch= 50 feet o Denotes 112 inch x 14 inch iron monument set and marked by R.L.S. Registration No. 2JO21 Denotes 112 inch x 14 inch iron monument found marked by R.L.S. Registration No. 23021, unless otherwise indicated The orientation of this bearing system is based on the north line of Block 1, P/NEHURST, which is is assumed to bear N 8701220" W. Drainage and Utility Easements are shown thus: I I I I �I 5 I— 5 I I Io I I o -----1 —� L——— — ----- (Not To Scale) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width, unless otherwise indicated, and adjoining street right—of—way lines and rear lot lines, as shown on the plat. wEsrw000 Professional Services, Inc. Sheet 2 of J sheets PINEHURS T 2ND A DDI TION N0202814 + "E rnorth line of the NE 1/4 / of the SW 1 4, �Droinage & Utility X'-41 -r'-5.69 i / Sec. 3 " N-J0000"W �� , /r Easement r-Fd R.L.S. No. )g762 rDroino e N 87 12 20 W F 9& Utility NO2 28'14 £ 30.00- � / p + " � 1 O 04 , / 1 �\ , Easement Y- 378.60 " > N 87°25'30" W co l --30 102.53 _ `�� 1 142.78 75.71 261.22 - - i O + " A \ 1 w s2sa �-y so.00; 35.51 N 86 5125 W 231.04 �,," N87012'20"W iy o o / na.so - —13.65 / ov rn i 116.54 Lh ------ �---111.36 I 8-336> ' o \w 6////\\ 10 \ Z to �� I I o , 4 11 I p 1 I W /,2° 36 53"E �'o1A5j/ / \� '33 I .r I o Iv �/ 5 f a o dI oI I �japN al l0 6 , o N I obi^ I� I I 7 � I ^NN \ N \ I I I z I ry I N I I I II II II \ I _ L rDroinoge &Utility I z I 2 I I Q o O \ / / \� I I --- I/ Easement I I I 0 36 ' � IL°=7ro4'41— 3s I C6\ \ ! '� \ j447 ---1 L=46.94 I------- —.--- I r.�,� �.2 \ 101 �- 17 74.30; —J I-----+-- -----J \ O ' " I % , . \ �� L-9s. _.,._ 150.00------------JI No32.287E (Z=,380.00 N 87p12'20" W lso.00 32.as Oo `•Y �2�6.2 507.15 �0 11 05 11vL7-F7v/\, l o LJ/ \ l V L_ O N 87p20 �� \ \ / .32 p, 00 12'" W 188.37 0 �� 9 R L=ss.1s a7sz --- N 87°1220" 9 W \gg.p3=, 0°35'44'"+ — — — —I — — 140. 75 �Os — 118. 03 58.94 _ 0 3,56" I I � 1 r — — — — 60 — 140.91 \ D% aka��° 1%gfl \\ r I 26 // �k MO^� / / �I I 2t Io N 50 0 50 100 150 Scale in feet Scale: 1 inch= 50 feet o Denotes 112 inch x 14 inch iron monument set and marked by R.L.S. Registration No. 23021 • Denotes 112 inch x 14 inch iron monument found marked by R.L.S. Registration No. 23021, unless otherwise indicated The orientation of this bearing system is based on the north line of Block 1, P/NEHURST, which is is assumed to bear N 8701220" W. Drainage and Utility Easements are shown thus: I I —I 5 I— 5 I I Io_ I I Io_ -----1----J L----1----- I (Not To Scale) I Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width, unless otherwise indicated, and adjoining street right—of—way lines and rear lot lines, as shown on the plat. Zoo / \ I < �IIZ I I ! o WI \\ \\Z III III 25 ^I Ij 24 0 \1`'' \ I \\ 123 -, IILO II i1 �o A 0. Drainage & Utility'- J �� \ ��. ZO 09 IV Easement N60o BJ -' A OUMOT AJ Drainage & Utility / Easement over all of Outlot A / I I V L_ r7 Li I\ ..1 I I 1 I W 3p06'18 I In/nnn�/In/,r- I VV VVLJ/ IIL/12L- r7G l vr7 I 60 N3\'\'O // Ay h 4jh .n 1 I 1 —72000 1 %v' ` 0010 1 01� r7L_ I \7r7 / L �J LIB \ ^ I \ C I I �J R.L.S. No. 12043I I I I AIn N/ES T WOOD 83 Professional Services, Inc. Sheet 3 of 3 sheets P/NEHURS T 2ND PRELIMINARY 94OW All MEN BY IIESE PRESENTS that P/awshwes Demlopment, Inc., a Minnesota corporation, fee owner of the following described property, situated in the County of Carver. State of Minnesota. to wit. Lot I through Lot 27. lec/usive, Black 1, Lot I through Lot 8, inclusive, Block 2 and Lot 1 through Lot 8, indusive, Block J. PINEHURST. according to the recorded plat thereof, Carver County, Minnesota. Has caused the same to be surveyed and platted as PINEHURST 2ND ADD/AON and does hereby donate and dedicate to the public for public use forever the easements as shown on this plat far drainage and utility purposes only. In witness whereof said Plowshares Development, Inc., a Minnesota corporation, has caused these presents to be signed by its props officer this day Of 200 . PLOWSHARES DE4IICaMENT, INC. By Todd M. SinnnnS President STAR' OF YIEESOTA f70PM1Y OF The foregoing instrument was ocknowledged before me this day Of 200 by Todd M. Sinning, President of Plowshares Development Inc., a Minnesota corporation, on behalf of the coporation. By Notary public. County, Minnesota My Commission Expires I hereby certify that I have surveyed and platted the property described on this plot as PINEHURST 2ND ADOINON, that this Plot is o comecf representation of the survey that all distances ore correctly shown on the plot in feet and hundredths of o loap that all monuments will be correctly placed in the ground as shown, in accordance to Minnesota Statutes, Section 505.02, Subd. 1. that the outside boundary lines ore correctly designated on the plot. end that there ore no wetlands as defined in Minnesota Statutes, Section 505.02, Subd. 1 or public highways to be designated other than w shown. By Craig W. Morse, Land Surveyor STATE OF 1M&SOTA Minnesota License No. 23021 txvwTr OF The foregoing Surveyor's Certificate was acknowledged before me this _ day of 200 by Craig W. Morse, Land Surveyor, Minnesota License No. 23021, By Nolwy Public, County. Minnesota My Commission Expires ADDITION CHAMTASUN, ANNYESOTA This plot of PINEHURST 2ND ADDIRM was approved and accepted by the City Council of Chanhassen, Minnesota, at o regular meeting thereof held this day of 200 and is in compliance with the provisions of Minnesota Statutes, Section 5050J Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statutes, Section 505.02, Subd. 1. By By COUNTY SLWWVM Carver County, Minnesota Pursuant to Chapter 395. Minnesota Laws of 1971, this plat has been approved this day of 200 . By John E. freemyer, Carver County Surveyor COIMTY AMTM Cormr County, Minnesota I hereby certify that foxes payable in and prior years have been paid for land described on this plat. Dated this day of 20C By Mark Lundgren. Coney County Auditor CONTY RECORDEK Carver County, Minnesota I hereby certify that this plat of PINEHURST 2ND ADD/AON was rued this day of 200 at o'clock _ M, as Document No. By Cod W. Hanson Jc. Carver County Records, REGSIRAR OF TIRES, Carver County. Minnesota I hereby certify that this plat of PINEHURST 2ND ADDItION was filed this day of. 200 at o'clock —.M. as Document No. By Cad W. Hanson .ir, Carver County Registrar of Titles CRY OF CHANHASM RECEIVED J�AAN, 2 6 2006 -""{y88cN PLANNING DEPT WESTWOOD Profession.) Services, Inc. Shaef I of 3 sheets P/NEHURS T 2ND ADDITION PRELIMINARY 50 0 50 100 150 Scale m feet Scale: 1 inch= 50 feet o Denotes 112 k¢h x ie inch iron monument set and marked by R.LS. Registration No. 23021 • Denofes 112 inM x 1e inr ion monument Pound marked by R.LS Registrotion Na 23021. unless ofereiee indicated The orientation of this bearing system is based on the north lino of Block 1, P/NENURST, whits is is omwu ed to bear N 87a1220' W. Drainage and Utility Easements ore shown thus I I 5 F— 5 II o I I o J L__—_1_____ i (Not To Side) I Being 5 feet in width, unless otharwiae indieated. and adjoining lot line; and 10 feet in width. tnlees aaerwise in6 t&4 and adjalming street right—of—way M. and Iea' lot lines, os shown an the plot. SCANNED WESTWOOD Professional Sernces, Inc. Sheet 2 of 3 sheets g Nerrzzo' ,g--5.69 /ra1°X14F -.rasp_ I '' i an19 0 'b (L ip PINEHURS T 2ND ADDITION PRELIMINARY F4 r SSJI rr4.5a •' LJL U4 2 I f 3 a s <_ g —� T-________� I 9 & R 11 Iz iss r------- --- I f 3 I� \_ 33 pp1 IS 4 I : ly .. 51 I $I. \ rl I f No I^ i la b• al \� \4i I I� I z l f 31 I� f ffiI �f I 73 � \ \ >=380. 00 ae f \; to %•ra 234y?rR rsaoa —____J L�694 aT 44r_ N 87e1220' W fuss —J t r•�__ /D \ 50 0 50 I00 /50 � / \ Scale feet '\ \ Scale. 1 Inch= 50 feet `\z •.,, \ •`•••\ \\ o Denotes 112 inch x /4 inch iron monument set \ / // / and marked by R.LS Registration No. 23021 J • Denotes 112 inch x 14 inM Iron monument found marked by R.LS Registration No. 23021, yAr unless otherwise indicated .L, The orimtotion of this bearing system is based on the north line of Block 1, P/NEHURST, Mich is is assumed to bear N 87012.20' W. Drainage and Utility Easements are shown thus: I I — 5 H 5 1 I o I I o 1 1 (Not To Scde) Being 5 feet in width, unless otherwise indicated and adjoining lot lines, and 10 feel i9 width, unless otherwise indicated, and adjoining street right—of—way lines and rear lot lines, os shown on the plot. r00 'ter N 87012'9n' W w 00/LOT C- 0 Munn9e o- urury / co:0e 1 o1 C ea or anc / f f 60 F 2-20-W 1 .85 — _ — I eJ WESTWOOD Professional Services, Inc PINEHURS T 2ND A DDI TION KNOW ALL MEN BY 7HESE PRESEN7S: That Plowshares Development, Inc., a Minnesota corporation, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Lot 1 through Lot 27, inclusive, Block 1, Lot 1 through Lot 8, inclusive, Block 2 and Lot 1 through Lot 8, inclusive, Block 3, P/NEHURST, according to the recorded plot thereof, Carver County, Minnesota. Has caused the same to be surveyed and platted as P/NEHURST 2ND ADDIT70N and does hereby donate and dedicate to the public for public use forever the easements as shown on this plat for drainage and utility purposes only. In witness whereof said Plowshares Development, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this day of , 200 . PLOWSHARES DEVELOPMENT, INC. By Todd M. Simning, President STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 200 , by Todd M. Simning, President of Plowshares Development, Inc., a Minnesota corporation, on behalf of the corporation. By Notary Public, My Commission Expires County, Minnesota I hereby certify that I have surveyed and platted the property described on this plat as P/NEHURST 2ND ADDITION; that this plat is a correct representation of the survey,- that all distances are correctly shown on the plat in feet and hundredths of a foot, that all monuments will be correctly placed in the ground as shown, in accordance to Minnesota Statutes, Section 505.02, Subd. 1; that the outside boundary lines are correctly designated on the plat; and that there are no wetlands as defined in Minnesota Statutes, Section 505.02, Subd. 1 or public highways to be designated other than as shown. M Craig W. Morse, Land Surveyor Minnesota License No. 23021 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of Craig W. Morse, Land Surveyor, Minnesota License No. 23021. By Notary Public, My Commission Expires 200 by County, Minnesota PRELIMINAM iy CHANHASSEN, MINNESOTA This plat of P/NEHURST 2ND ADDITION was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof held this day of , 200 , and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statutes, Section 505.02, Subd. 1. CITY COUNCIL OF CHANHASSEN, MINNESOTA By BY Mayor Clerk COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of _ 200 f John E. Freemyer, Carver County Surveyor COUNTY AUDITOR, Carver County, Minnesota I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of 200 By Mark Lundgren, Carver County Auditor COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of P/NEHURST 2ND ADDITION was filed this day of 200 , at o'clock .M. as Document No. By Carl W. Hanson Jr., Carver County Recorder REGISTRAR OF 7I7LESr Carver County, Minnesota I hereby certify that this plat of P/NEHURST 2ND ADDITION was filed this day of 200 at o'clock .M. as Document No. By Carl W. Hanson Jr., Carver County Registrar of Titles CITY OF CHANHASSEN RECEIVED JAN 2 6 2006 CHANHASSEN PUNMNG DEPT WEST WOOD Professional Services, Inc. Sheet 1 of 3 sheets PINEHURS T 2ND A DDI TION PRELAMNAPY N 87015) /1 W to 123.49 .— �_, 598.73 n� /— --———— — — —� r � [�4�� 798.91 N8701220"W 710.11 -30.00- N02028'14 E 87°7220' W 144. 7 j1 14712 qdE�„ Z aDl '1 4 03_- - 5.86 ----- . t i / / p 0 1 122.80 F- o 03 <"2 rj/ 6' pl / tib If`r➢:.. v,'j m\ <��s °3- �ssF \ 50056'34' 53-35 L 4 //\N \Z\sue L. R� <`s\8�- o /�1k0//\> \ N73� < e h M k 2 Gj. �6'0 s rr �/ o k / v 10 1h/�00 /pin \<' //� �2 SHOO x �o�gE Clj N\ > V �'jj3e`e \ \ bhp' 4=66029'18" - 41 g6 �� ` \ % L=69.63-<_ " 11 '� �=34°33'46" � 4r� w o\ o <�r °'" \ 19 1'0 % 6 o�rn m \ o\\ La \Oo o� lob / �\ 0`L�`" + / ? oIPig\ 2 0/ hho // I 11 5518 / / / )A\ . 0, _ D fv ih O.hry`: .✓/ 0 `\ 0 °sue J`Q, 0�0� !\ /o / 5g.13 "N/�6 �, �oJ'Y \ / / / / 0 �?, r �O the} l E ; \ . 6 /%/ 0 ,•\c 'J'� \4' o l Z 'NoSjb�// 60 5 I / \ �// v 0 j / / / ) 12 // // \\N �\ I/ g1,30 �_� \ 3 /��'`�'Q� // / p9hOp0 o \ si - /N \p0�? /ry0 hh1 1$ E/ \\� +� j5 p7,�Or E \\ a\ D �/ // +� so .' \ 4 o55i / p Ca W �\ 3� / N N / Q, 8\' 00 k ° \°• 6"N1 o\ 114 � � N0203544 E : / / / / bQ 0 pQ� e / / n�� .4 E I \ \ \ 0 11 \ \� 0 i` 3 \ / / ti �8 7 t� \ / 0 7'45"W o1 2 1 t� \ \ v a� oh ` N34 2 00 d50�1^ (/56 55 1� ' - gam. \ /\� v ��17. p1 38' E / /�1 1 8 0 0 16 ti o0 1 s„ s\ N 16.66 p iN 7y04200" E e-o5518 v�o�yo �� 4 o>5c59'140 ' _ _ / 76.67 / �a 56 /g5 �\ oo i 25/. — — — 0.0 ^^ \ 08.85 LL 4-602'36 0� 34 R--9'00 '06 / /- • a ^� ' >- r - i Ork 9715 ' I (_�� L� _pO0 5.r 203 e s 4 Za3- _p- 1 f\\ p so \ �sso ohe/^a NI a 2 �o / / / / I ! \ Dc1Dc 21 e \\ / 16 %\�� / ry \ / N 88°3038 W I i � \V/ // / / ^°il I� e Y 18 7 Z L--- n.a4 ---- �/ / roi Ito�� - / ° /h i o _ e ;� I \ a°o Z/A 19 of I ! 1 eee vl I n ON- C1h // /------� I� /V L6 A .4 / 0^ ley" \\ / N7 °452 -\N 6, i L / �0 �0 / {{ ` \ - 778.67 — — J N 8701220" W 40. 1 - 115.30 0 p N 238.32-; 99.57 13a.es � r N 87021'21" W 109.62 ;All -I i ,/ e_i vi ,'"r ai ti l,, ,'\i,"`. rr ,i .-a-r rr.-.-"_ ,ra_,.-rrr•- I r'.'.-ri ai, 1, ai♦ r_ , h- ia i 50 0 50 100 150 Scale in feet Scale: 1 inch= 50 feet o Denotes 112 inch x 14 inch iron monument set and marked by R.L.S. Registration No. 23021 • Denotes 112 inch x 14 inch iron monument found marked by R.L.S. Registration No. 23021, unless otherwise indicated The orientation of this bearing system is based on the north line of Block 1, P/NEHURST, which is is assumed to bear N 8701220" W. Drainage and Utility Easements are shown thus: I I II —I 5 1-- 5 I I o I I o ---------J L——— — ----- (Not To Scale) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width, unless otherwise indicated, and adjoining street right-of-way lines and rear lot lines, as shown on the plat. N/ES T WOOD Professional Services, Inc. Sheet 2 of 5 sheets N02028'14 "E PINEHURS T 2ND A DDI TION N87072'20w N02028'14'E-30.00_ N 4701220" W i 30 17328 102.53 _ No i4 !� t 1 � t N 86 °51 '25" W 231.04 '14. mom, o t - v rn 116.54 36 W �----- -- �- 111.36 L Ili 41. 53^ 0\,,206 v4;3 5� v I 6 I N3 � I I / s a IL367`04'41 L{ p04736JI ----v -2 _L=46.94 -'----J 1.11 1500 0.— — — — — — — 3BO.OI 1so.00R=N 87°1220' W oo\ss: r 23 s 507.15 n / art p�J2O.00 L_59.18 i 4762N 8 3 56.r 1 \a \ <- 50 0 50 100 150 N,__, / \ I k Scale in feet \\\\y v11 t11 25 I jjj \ .. ^ I f Scale: 1 inch= 50 feet \� � 24 �I I�: of C\ \No. I I z I \ I h o Denotes 112 inch x 14 inch iron monument set and marked by R.L.S. Registration No. 23021 / i \\ a • Denotes 112 inch x 14 inch iron monument 'as \\ I I p��P1 ok9� P found marked by R.L.S. Registration No. 23021, unless otherwise indicated?23 \ ��\ o9 p�f�,�'0 2o p.' . Vn. 25.6 'eta S34 /'- ry OUMOT The orientation of this bearing system is based on the north line of Block 1, P/NEHURST, which is is assumed to bear N 8701220" W. Drainage and Utility Easements are shown thus: lF-- 5 L----1----- (Not To Scale) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width, unless otherwise indicated, and adjoining street right—of—way lines and rear lot lines, as shown on the plat. ZOO 0 378.60 — N 87°25'30" W 261.22 `aT�l r Drainage & Utility \ / Easement over all of Outlot C / I �03°06'1 --- 19.96- 60 2'20" W 188.37 140.75 0 N 8701220" W b ?; N87°12'20"W _ ,,--13.65 —3.57 83 '02034'57"E ==32.28 T- WEST WOOD Professional Services, Inc. Sheet 3 of 3 sheets PINEHURS T 2ND A DDI TION KNOW ALL MEN BY THESE PRESENTS. That Plowshares Development, Inc., a Minnesota corporation, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Lot 1 through Lot 27, inclusive, Block 1, Lot 1 through Lot 8, inclusive, Block 2 and Lot 1 through Lot 8, inclusive, Block 3, PINEHURST, according to the recorded plat thereof, Carver County, Minnesota. Has caused the some to be surveyed and plotted as PINEHURST 2ND ADDITION and does hereby donate and dedicate to the public for public use forever the easements as shown on this plot for drainage and utility purposes only. In witness whereof said Plowshares Development, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this day of , 200 . PLOWSHARES DEVELOPMENT, INC. By Todd M. Simning, President STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 200 , by Todd M. Simning, President of Plowshares Development, Inc., a Minnesota corporation, on behalf of the corporation. By Notary Public, My Commission Expires County, Minnesota l hereby certify that I have surveyed and platted the property described on this plot as PINEHURST 2ND ADDITION; that this plat is a correct representation of the survey; that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments will be correctly placed in the ground as shown, in accordance to Minnesota Statutes, Section 505.02, Subd. 1; that the outside boundary lines are correctly designated on the plat, and that there are no wetlands as defined in Minnesota Statutes, Section 505.02, Subd. I or public highways to be designated other than as shown. WN Craig W. Morse, Land Surveyor Minnesota License No. 23021 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of Craig W. Morse, Land Surveyor, Minnesota License No. 23021. By Notary Public, My Commission Expires 200 , by County, Minnesota CHANHASSEN, MINNESOTA This plat of PINEHURST 2ND ADDITION was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof held this day of 200 , and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plot, according to Minnesota Statutes, Section 505.02, Subd. 1. X Mayor CITY COUNCIL OF CHANHASSEN, MINNESOTA m Clerk COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 200 M John E. Freemyer, Carver County Surveyor COUNTY AUDITOR, Carver County, Minnesota I hereby certify that taxes payable in and prior years have been poi.i for land described on this plat. Dated this day of , 200 . Mark Lundgren, Carver County Auditor COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of PINEHURST 2ND ADDITION was filed this day of 200 of o'clock M. as Document No. LMA Carl W. Hanson Jr., Carver County Recorder REGISTRAR OF TITLE$ Carver County, Minnesota I hereby certify that this plat of PINEHURST 2ND ADDITION was filed this day of 200 at o'clock .M. as Document No. By Carl W. Hanson Jr., Carver County Registrar of Titles CITY OF CHANHASSEN RECEIVED JAN 0 6 2005 CHANHASSEN PLANNING DEPi �-1 wEs T W 0 0 D Professional Services, Inc. Sheet 1 of 3 sheets PINEHURS T 2ND A DDI TION N 87012'20" W 4-� 12349 598. /-----------� <1 lse.sl 73 ° i N87 12 20 "W 110.11 �`730.00, N02028'14'£ `••, / 66' z 1� _ N 8701220" W 1 14712 0 �/ - = 5.86 / 144. �7 Z G�� 30 122.8o----1 c �1 / , \ wcwyo I ��/ /� \ swl 0 03 r I 86\t9 \4,/ 2208�9.. \\ 50°56'34" \ o o. \ Dim-- L4 / z� J \ l\�60 0 �,53.35 \ s / o/\ \ h" l / / ✓ { am_o/lA_NL�7 ( SON)/ \ \� / tL %�6 I ,� 'p �0 39 ;ft / Y tJ / / on' \ No\ ' • � � \ of alp It +0 O 6 o 021, may\ / (O j%' E \ / / 6 i ' / \ �/ \2 2 0 \ r / / u �\ IT o <Z y$�% 166.63\ \? \ / / 9 N 73 6 / o°J a2 c� Q / _L---.---�/// Q'p o. oa'� 4 mJ \\ r _-_\ 43 6 60 CP 05It (� LIr 9_ / 56// // � i>; ��Q 0�/ !r \ c% / VO �� oO / C / �� /d° go\ p rn \s, 6 / \ o / 00 09� !`� o `� 92�F / V �r Ih� NO2°35'44'£ i' / / / 2 j � \ �1 %41 N\ o / i \ / A / o�lo5n 41.60-cam ��\ 2 1; s /7o- o-\\ k�o `?809 \�/ // oh52pE //2a1�i°11 o A) y'1°6// \ 6,-41 ?S 2S °38'16'E .. posy 2A N0116.66 79°42'00 E Q \ N ':� �Z 11 o5h / ��\°� �p 4, 539_74 ° \\' i f.l� 76.67 :/ by \ 6 / ,? !' <, -- 00 �4-11 1621" 2 \ 00 ,��`2� <J`� _ 8-- -L-49.19 \ '� \ C1 b, /1661 f / \ \ \ N62 .�2`9� d �'p`3Z' 6s2� °6 i . /`—0% B 8\ ��'° A C 08. 8J� R \`\'7 0� so\ /l \\\ 6 os 4�6234 R14 �900�> % ^6 \ ��ON. 00 $ \\�/ /l 7� ---�� \ //// ? 4�37.97 �=79.68 L=82.23 a<I8%5'J7'-7 i—4=15050'41' Z L^ — — — -----I / w,,. l l (� z� V�� ? 12 L -- _ v Y . 59.65 \ 77 778.67 �--J � m N 87012'20" W 238.32 2s.2s ' - 11342 24 ry N 11 +� p'' 136.61 „J-r; r I N 87021'21" W 111.78 1�� 016.' 403.89rN _------_ 50 0 50 100 150 Scale in feet Scale: 1 inch= 50 feet o Denotes 112 inch x 14 inch iron monument set and marked by R.L.S. Registration No. 23021 • Denotes 112 inch x 14 inch iron monument found marked by R.L.S. Registration No. 23021, unless otherwise indicated The orientation of this bearing system is based on the north line of Block 1, PINEHURST, which is is assumed to bear N 8701220" W. Drainage and Utility Easements are shown thus: I I I --I 5 I� 5 I I o i I o -----1----�I L----1- - (Not To Scale) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width, unless otherwise indicated, and adjoining street right—of—way lines and rear lot lines, as shown on the plot. WE T WOOD Professional Services, Inc. Sheet 2 of 3 sheets PINEHURS T 2ND A DDI TION c R" DOC. NO. " PRELIMINARY ► I ► 2 ► N02028'14"E N87°7220"W ,s:a5 69 rp �Os N02028'14 E-30.00� N 87°1220" W sss 378.60 - N 87°25'30" W i 30 / a=5°41'48" 0 17328 \ \ _ 75.71 142Jos2s4 lso261.22 N 86°512" W Ip OOFN87°1220 Ws.s1 Z1zs.so 114.so 1 I IZ I �36--- 111.36 83 '� •P i� 1�, /' //\ � — I to W I -- � /� r-----------� a 10\ Cwl IV s A I i v Irn� I WI 2036''3 `"I I I ►�N�O ^r`. \ 0 3 III Ila o�N / / / /1�6 ` `Ya': I � I � zzz \ // // a� a \' \� I I I I �1 I zl i I aCt \\\ \\ j4i7-36"_ �J Il°_7v4'41----JI ►36 r 1\ 'Z 4 _ L=45.94--------------I I-- I °3457" ��\\oo a \ , 0\\! �.98.1 7 74.30 150.00 — — — — —� I I \`NO2 ' E R=380.00 1so.00------------� '32.28 < ° �� N 87°12'20" W 132ss Yi 6' 23 507.15 / D�1 R_320.00 N 87°12'20" W 188.37 9 W L �2. 14 48.52 - 1 — — — — — 139.85 N 8701220" W �o, _ '0293 306, „�� 4=11977'33'------- 25894 / 118.03 o L 0 1 I r-------- 140.91 J \\ o\o•• rno ,. 23°231 60 l-------------I 1 15LU / N I o 18 / 50 0 50 100 150 i / , / \ \ 1 }I z vl / �j�h �t' // =I I i ► ^ -- Scale in feet Scale: 1 inch= 50 feet 0 Denotes 112 inch x 14 inch iron monument set and marked by R.L.S. Registration No. 23021 • Denotes 112 inch x 14 inch iron monument found marked by R.L.S. Registration No. 23021, unless otherwise indicated The orientation of this bearing system is based on the north line of Block 1, PINEHURST, which is is assumed to bear N 87a12'20" W. 0 OUTLOT C- Drainage & Utility Easement over all of Outlot C Drainage and Utility Easements are shown thus: ' I I I I I —I 5 5 W3°G 19. -----1----J L--------- ► ► (Not To Scale) ► Being 5 feet in width, unless otherwise indicated, ► ,,;:;/,-y ► and adjoining lot lines, and 10 feet in width, unless ► "'" otherwise indicated, and adjoining street right—of—way ► lines and rear lot lines, as shown on the plat. so -3.57 83 ► ► ► WEST WOOD Professional Services, Inc. Sheet 3 of 3 sheets P/NEHURS T 2ND PRELIMINARY CITY OF CHANHASSEN RECEIVED JAN 0 6 2006 CHANHASSEN PLANNING DEPT AVOW ALL MEN BY 7HESE PRESENTS that Plowshares Dewiapment, Inc., a Minnesota corparatlan, fee owner of the following described property situated in the County of Corxr, State of Minnesota, to wit Lot 1 through Lot 27, inclusive, Block I, Lot / through Lot & inclusive, Black 2 and Lot 1 through Lot $ indueive, Block 3 PINEHURST accord/ng to the recorded plat thereof, Carver County, Minnesota. Has caused the come to be surveyed and dotted as PINEHURST 2N0 ADCT/OV and does hereby corals and dedicate to the public for public use forever the easements as shown on this plat for drainage and utility purposes only. /n witness whereof said Plowshares Development, Inc, a Minnesota corporation, has caused these presorts to be signed by its proper officer this _ day of 200 . PLONWUNS DEMMOVAEIf, ,, M STATE OF 1/MESDTA By Todd M. Slmnog, President (XMMTY De The isregarig instrument was acknowledged before me this day of 200 ,, by Todd M. Simning, President o/ Plowshares DevdopmmL trio. a Minnesota corporation, an behalf of the corporation. By Notary Public, County, Minnesota My Commission Ekes / hereby certify that I hove surveyed and platted the property described on this plat as PINEHURST 2ND ADD/710N, that this plat is o correct representation of the survey, that all distonces are c, rectty shown on the plat in feet and hundredths of a foot, that all monuments wil be correctly placed in the ground as shown, in accardo ce to Mnnesota Statutes, Section 505.02, Subd 1; that the outside boundary lines are correctly designoted an the plat, and that there are no wetlands as defined In Minnesota Statutes, Section 505.02, Subd. 1 or public highways to be designated other thm as shown. By Craig W. Marse, Land Suneyar STATE OF INWlSOTA Minnesota License No. 23021 COLIYTY Cr The foregoing Swwyor's CertMC0te was acknowledged before me this _ day of . 200 by Craig. W. Morse, Land Surroyar, Minnesota License Na 23021. By Notary Public, County, Minnesota My Commisel. Expires ADDITION CHANHASSEN MMMESOU This plat of PINEHURST 2ND ADD/RpY was approved and accepted by the Cty Council of Chanhassen. Minnesota, at a regular meeting thereof held this day of. 200 and is In compliance with the provisions of Minnesota Statutes, Section 505.03. Subd. 2. All monuments wr11 be set os speclfied by the City Counal and as stated on this plat, according to Minnesota Statutes, Section 505.02, Subd 1. By Mayor aTY CDIRML tT atAN/ASSM 10EESOM By COLWY StAMYEYTMb Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971. this plot has been approved this _ day of 200 . By John E Freemyer. Carver County Surveyor COLN'TY ALUM& Carver County, Minnesota l hereby certify that tares payable in _ and prior yeors hove been paid far land described on this plat. Dated this day or zoo . By Mark Lundgren, Cower County Auditor COWTY REMWER, Gorier County, Mnmesota I hereby certify that this plat of PINEHURST 2ND ADDIRCf was Ned this _ day o/ 200 at ddock M. as Document No. By Cad W. Hanson A.., Cbrw r County Recorder REfiS1RM OF III= Carver County, Minnesota I hareby certify that this plat of PINEHURST 2ND ADOIBON was filed this day of 200 of a clock .M. as Document No. By Cad W. Nansan et, Carver County Registrar of Titles WESTWOOD Professional Services, Inc. P/NEHURS T 2ND ADDITION PRELIMINARY 12.x49 N 87012'20e W �.__-______ LAGar r9p9r 598.73 0 Nair 87°IZ'A M Its.k) 1 )II rI _-SAL If / ?/ /y . A � ,k`/ / `\ (woe 9 ��d3.J5 ldb // o/\ ��'\ E ��, ."•\ l / / •i' bi / off'`\ �41 y_ ti La27,T e3b' \'6, �.� /k�Ai \\t y_ \\ , N Ate-' % \ i+*• \& o'51g�1 o eta B $'\\ G\. •p V�d '4` %p J j $ 'rs •L i// P psh ♦' /[ /�� \ / .� ;\ ",��' 50 0 50 too 150 Scale in feet // // �w lye•, %'b'ls°�py %-i 1 QcpI D Scare, / lmh= 50 feet ON �� \ `N (Q/ `gyp/{gtV �1 •� I'P `,o `+/ gem /,� E i // , 1��1 \o �J, r\ \ y D�y� / 'b f'y 0 Denotes 112 inch x 14 tots km monument set and marked by R.LS. Regbtratlan No. 2J021 't /fir _ i/ N/\�_ v .�\' p{/r/ -r I \•'a\ / •{'�• \`�9. g. C n / /Sa $� O \ • �/ I \ 4�\ / �•�J }...ttt�`4t1 • twnd one tots x /4 MM won monument / s S�In^� �•�wT% / / / M1 �\ � + \ � I : / • 7 a �� /ound manned 6 F.LS. R Istretion Na 23021, /. ti % unless otherwise .hdicoted 1-:� l �� \`\' `J'� y �•b` � G J N55 g(// h�9115�°�__ e�J9 \� I \ \ p/'" y�, 00 ��9�•,Ip./ �'♦ '� _y f S 4'•�3ro. �r \ Kur°r& X�e� �// ' 55`JM15�%��1q' a^\a/? \\ ,�'�;/ / �� ,5�\ �N Mrafi'?a .14 N• M\O5. Syr/// 'A9 _ 39_U•___ \ 1 Lrtsl.% Q.� - 1 `z:0'rl'r6'2 �\ The onent.tion o/ this bearing system is based rho �\ Nei/1 / \ 'kr1 •R� ` • +'� '_N� 3\& 3J� _ 9 -L�sar9 \ r on the north line of Block 1, PINEHUFST, whits is G.6p92'X ' d �WJLOT B `b\ ��Bb you \ is assumed to bear N 87e12'20W. 14 ; 17 -97 4'o m \\ •'" / 1 \ / /� l / d`aegs'ar �- ` Y. \\ // k 9 Y ,^ Ease \ \ Drainage and Ufilit menb are shown thus: L__________- '� i� '`e p q8 / l / I lel ♦�, v+ \\ \� // /`pB _ - I F-5 "1 L I I o 8 \ _____ ___ .E •° (Not To Scale) Being 5 feet in widM. unless otherwise indicated, and adjoining es, and 10 teat in width, onfess otbese 9 tot /lrt N 87°1210� W 238.32 `E 11' j92( I film and indicated, one adF ~ street nahl-ot-ray I 11442 -� "�' lines and rea tot /kie as shown on the plot ._..._. .... .� V .i 1J&el s. •,. N 87°2121' W ]rc>s r a 00-1011 10.i89 _ _, _ _ WESTWOOD Pro/essional Sa,NC., Inc. 50 0 50 too 150 Scale in feet Soots. i inch= 50 feet o Denotes 1/2 inch x 14 inM iron monument set and nonksd by R.LS Registration No. 23021 w Denotes 1/2 inch x 14 too, iron monument found marked by R.LS Registrotion No. 23o2/• on/ess otherwrbe Indlcoted fie onentatian of th/s beakrg system is bosh on the north line of Block 1, RNEHURST, which is Is assumed to been N 87'12.20- W. Orohoge and Uffity Easements are shown thus: I I II —� S I— s I I o II c II (Not To Srnb) Hehg 5 feet in width, unless oNe,,se indicated, and adjoining lot lines• and 10 feet in width, unless 0Merwise indlmteq and odjohhg street right -of --way lktes and car bt llneq m shown an the plot PINEHURS T 2ND ADDITION i I PLAT FILE NO. C.R. DOC. NO. PRELIMINARY - I yo I J7d60 F- N 8702530' W /127e 75.n 261.22 ° ._r-.-_--r�ss°� 9 Rszs< �♦ ,�.� usr N 86051'25' W 231.04 I $i N87012'20'W I .. a y�' 4 y 5a ass �I � I s1 � si•Ybi\_0 a _-I i f ______ `_-1 $ $ -_______ ♦'off o y tI-___ A 83 FL — — — - t- a \ w / _r,. \ p I : Ig .. I WI N1f' ssc Wi 1 1 nNb S\ H,�/ � ;r�♦! \ \\q rl III I I B 1' SI ♦:`♦\p'lz"d 8t'oo \ \'�V\ �H1/o,�'\0,a\,�,\/\// /;�♦ '♦ xY♦ ♦ ♦ _♦ ! ♦ _ J" \\�\s \\ \`\\4jS\ � \r 7- ..9waYsRs'_� I I II i•+! III I ux IIl II x3'Il1I `IIIII'ffi$ III 6 7 xffi��lII ^: I IIII siz%es C jI_iQce, '�f AL_______T2 0. 74J_ - ----rn�\`te-"♦ 03 45 7TJ ---4 N87a12'20-W 3228 L`\ 9 RZ20.00�z14 r 4aszN 87°12'20'•W r 188.37 n :iRri%c: ffi 27] D o g�?$ �g3+yp e,!-_--i a-+�y�ru•�-___, _____ �0_- - - - - N 87°72'20' W 25894 1803 ♦. o$lc L �.r �y,g I I I I 1 r—__—__---- _14091 '- ____________ k 4' nE it M1\\ 1 1 I I / M /. AlA`P gm.�5e \\\\ 11 ^.. WI � ie i ��•`0 hO `� •`�0 .� \ \ 1 z :I IR // dvo '♦\ M1� ry � \\i\ i �s f1 �I �" ,' 1k•p p /' III \ �a YI le xl // �� • `7 / I I I I .. �\\�16 �I I I/ 6 < J _ he»lrzrv--- "j 0 'aq \ 15/- kb „o " f\ uo 'i9 ♦�.\ \\ / I / \\ �. 1 ; !-rzso-�.' \.(A •�, \2't9e psi $ °t,?s° 3 I i1 i .♦bj/ /�`, t�5 3 L \\ vt I I ' pay/h° • t�al� �vM1 �� \`� `�cS��t-6o $ \ 4 I'e - - \ 60-a'tRyb, z,$ - ♦ SO• 0 / nl = - l-_- NerzrSe_c -__J\ 0 OU20T d� so Q• ypT , , ,• .. , QI� / � � 11 _- I a•++.se t a•�r et uMy d '� E ,,, `♦ i W Eeamn a atbt c '�' h \\ �io\rb,0 yD 1 I IV 10 61 /� I I 6 WI r ♦ \\ ♦ 1: "*06'I. r 18 -t i Ix L - - - — _ — _J M1 ___J I )I6.69 - q vy \ 10 rZl.>B I I I\ N 66°54'00- W zzs e 49H22 3m I WEST WOOD I P/NEHURS T 2ND ADDITION PRELIMINARY CITY OF CHANHASSEN RECEIVED JAN 0 6 2006 CHANHASSEN PLANNING DEPT IWOW All MEN By DESE FRESET/7S, That Plowshares Dev..torment, Inc., a Minnesota corpora Hon, fee owner of the following described property situoted in the County of Corw.. State of Minnesota, to wit Lot / through Lot 27, indusiw, Block 1, Lot 1 through Lot B, inclusive, Block 2 and Lot i through Lot 8, indush , Block 3 P/NEHURST, according to the recorded plot thereof, C. County, Minnesota. Has caused the some to be surveyed and plotted as P/NEHURST 2ND ADDIRDV and does hereby donate and dedicate to the public tar public use forever the easements as shown on this plot for drainage and utility purposes only. In witness whensof said Plowshares Development, Inc, a Minnesota corporation, has caused these presents to be signed by its ProPdr officer this day of 200 a 11 By Todd At Sinning, President STALE ice WfSOTA MY LE' fegoing ostrvment was adrnoMedged before me this ploy of 2W by Todd M. Sinning, President of Plowshares Development Inc., a Minnesota corporation, an behalf of the copwation. By Notary Public, County. Minnesota My Commission 'Ivkss l hereby certify that / haw surveyed and platted the property desnlbed an this plat as P/NEHURST 2ND ADD'RON; that this Plot is o corect representation of the survey, that all distanres one tonectly shown an the Plot in feet Ind hundredths of a foot; that all monuments will be comect/y placed in the ground as shown, in accordance to Minnesoto Statutes, Section 505.02, Subd. 1. that the outside boundary fines are correctly designated an the plat. and that there ore no wetlands as derined in Minnesota Statutes, Section 505.02, Subd. 1 or public highways to be designoted other than as shown. By Craig W. Moser, Land Surveyor STATE C1e t!lESOTA Minnesota License No. 23021 G10tMTY QT The foregoing Surveyor's Cetitcote was ocknow/edged before me this_ day of 200 by Craig W. Morse, Land Surveyor, Minnesota License No. 23021. By Notary Public, County, MMinnesoto My Commission £aykes CHAAWASSEN, ANW* tiTA This plat of P/NEHURST 2ND ADDI17ON was approved and accepted by the City Council of Chanhassen. Minnesota, at a regular meeting thereof held this day of 200 and is m compliance with the provisions of Minnesota Statutes. Section 50503 Subd 2. All monuments will be set as specified by the City Council and as stated an this plot, according to Minnesota StotutM Section 505.02. Subd 1. By Mayor By COWN SLRIEYM Carve County. Minnesota Pursuant to Chapter 395, Minnesota Lows of Wt. this plot has been opproved this _ day of 200 . By John E Freemyw.. Carver County Surw)or C01MTY ACWTM Carver County, M6mesoto I hereby certify that tares payable in _ and prior years how been Paid for land desanbed an this Plat Doted this day oI 20V_. By MOM Lundgren, Corwr County Auditor COEWTY RECLYWM Carver County, Minnesota I hereby certify that this plat of P/NEHURST 2ND AD0177ON was Red this _ day of . 200 of oclock _M. as Document No By Carl W. Hanson J.F.. Carver County Recorder REGISTRAR OF BRE$ Carver County, Minnesota I hereby certify that this plat of PINEHURST 2ND WD117 N was Red this day of 200 at o'clock .M. as Document No. By Carl W. Hanson k.., Carve County Registrar of Titles SCANNED WESTWOOD Professional Services, Inc. INEHURS T 2ND ADDITION 12 i PRELIMINARY ,I149 <` N 87°1220' W 1 /------- �! a Isesl 598.73 xsrupay "all - /� , dT za� -n k, xerrzza`w rw.fz i 1 I., Iz --see iaeo__--I A ,ie`C<e /% '•°oizu\ cs ro / � 0 1• I �'v \ hrl •'<. i /�/ °^ � /rye 3 di'.'�\Y* mM1 �M1�p� ., /� i/� \\ \\ �\/ 'S Cb / �s'T%° D e \\ a %/'•� ^- ; "Z \� c \ \ ,/ / ////� -\, .\ Z �`F I}� �� NTJ°BbBJ�� ♦ \ 5Jµ¢�,/rdS \ �O �„ °'` �` -14 x / I Z L—___ -----I tNg r / 59.6J vasv I N 87e1210' W 23d32 _ E .; 50 0 50 too 150 Scale in feet Scale. 1 inch= 50 feet o Denotes 112 inch x 11 krch 'win monument set and marked by R.LS Registration No. 23021 ° Donates 112 Mch x 14 inch kon maeumert found marked by R.LS Registration No. 23021, unless otherwise indicated The orientation of this bearing system is based on the north Ikne of Block 1, P/NENURST, which is is assumed to ben N 87-1220- W. Drainage end UtARy Easernente are, drown Hull I I II I 5 F- 5 II o I I o 1 (Not To Scott) i Being 5 feet An width, unless oMerwrse indicated, and odpink, lot line, and 10 feet In width, unless otherwise indicnled, and adjoining street right—of—way lines ond rear lot line, as shown on the plat. WEST WOOD Professional SeMces, Inc. 50 0 50 t00 150 Scale in het Scale: 1 indr= 50 feet iy 0 Denotes 112 inch x 14 lnrh em monument set and marked by R.LS Registration N. 23021 e Denotes 112 inch x fe wd iron monument found marked by R.LS Registration No. 23021, untess otherwise indicated the onentatian of this bearing system is based on the north line of Mock 1, PINEHURST, which is Is aesumed to bear N 8701220' W. Drainage and VUlty Eosements ore shown thus: III —I 5 F— 5 II o I 1 0 II I (Not To Scab) I Being 5 feat in wk/th, arIm otherwise indicated, and adjoining lot line; and 10 feet in width, unless otherwise Indicated, and adjoining street right-of-way lines and rear lot lines, as shown on the plot. UA PINEHURS T 9'ND ADDITION n 33 r. `2 r 3 N PRELIMINARY do �a Ir . lost. PLAT FILE NO. C.R. DOC. NO. wl w w ZS 9 " JSSI 0 231.04 e.54 Ir h 114 0 II 12 I I% W 1 _--__--�__ .� Ill.% • I ^ 9i Iv 5 pp I I' 118 8 $I $I I I it �iIi_Ii 745 II I I I 1 va.m - ----� L o.oiso----I L------- 380.00 N 87a1220w W ue 507.f5 OU20T O ( k.' a Wen, / Emsnwrt o.s W of wtlot c / r v I r----___ -� 19.9E I I I so I ' N87e12'20b' .; .--1365 I t.Nb I o8'N �a� I r NO2a3437 E i"3228 I I I _ I I I I i I I I I I I e5 I WESTWOOD Professional SerNces, Inc 02005 Westwood Prof<ssimuJ Senicp, Inc. Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets for Pinehurst Chanhassen, Minnesota Prepared for: Plowshares Development, LLC. 1851 Lake Drive West Chanhassen, Minnesota 55317 Contact: Nathan Franzen Phone: 952-361-0832 Fax: 952-361-0833 Prepared by: ". Westwood Professional Services, Inc 75" Anagram Dm E Praise, Ile! 55 Ph.: 952.937-5150 Pas 952.937-5a22 Project number: 20041064.00 Contact: Chris Moehrl, PE CITY OF CHANHASSEN RECEIVED JAN 0 6 2006 CHANHASSEN PLANNING DEPT Dam e1HEffr NQ DBSCRi 7M 1 COVER 2 DETAILS 3 DETAILS 4 DETAILS AND TYPICAL STREET SECTIONS 5 OVERALL PLAN 6 SANITARY SEWER & WATER MAIN — PINEHURST DR- 7 SANITARY SEWER & WATER MAIN — PINEHURST DR.. EDGEW40D CT. & MANCFESTER DR. a SANITARY SEWER & WATER MAIN — ALDER WAY. AMBERWOOD LN & WATER MAN TO BRENDEN POND 3rd 9 SANITARY SEWER & WATER MAIN — HEMLOCK LN. & SANITARY CONNECTION TO LAKE LUCY RD. STORM SEWER & STREET CONST. — PINEHURST DR. 10 11 STORM SEWER & STREET CONST. — PINEHURST DR. & MANCHESTER DR 12 STORM SEWER & STREET cONST. — ALDER WAY & AMBERWOOD LN. 13 STORM SEWER & STREET CONST. — HEMLOCK LN & EDGEWOOD C7. RIGHT TURN LANE IMPROVEMENT PLAN 14 Vicinity Ma ST. CRESTVIEW CIR. v of to 5ode1 City Project #05-03 NQ DATE RHVEM mms 1 05/26 05 Revised Per City Comments (CRN)ALL 2 07/05 5 Revised Pa City Comments (CRN) 3 01 05 06 Revised Per RqAat AJM. WR 1, 5-13 Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets for Pinehurst Ounhassm, Minnewta Datc M=05 She 1 of 14 N d� d a Omp ^n ^n IP ar "^ CT' OF C9A1BA8861 M@1S=CTpN _.._._. 2-97 - "M mows M fi,�� Y1 SANITARY SENIIt 9ERMCE�C EUM XTAIL _ ^�4SW S.b• wsY ��xrn a^ 1YLIMrl�i rs.,/ib S We Ss.,Y w,La M SyYw W.rsY r.�Tuv asp ` a.ew. fnap CITY aF CBI/SlSSS1 s9H�MCARYE ._ 2i0 " 2001 -Iran fM^N tlwn Nub CITY OF r'PE �OPIO CSN618581+� 2-07 ` 2202 Cdl b Han Defoe digghW GOPHER STATE ONE CALL Tnln CMy Area 651-e5/-0002 Mn. Tdl Free 1-800-252-1186 CT OF CONCRETE TAT CSNBd89@I BLOC"40 . .__.._ 2-07 ` nos Ibb N Sa.vm Y6 `lrrrn-a s rnN@Yw 1 CT. --t. e,tmanmE 4m9.vYi rL�m—pM Y J�ei ivl:L Z.,_ wWl • O �,gY.ImMm gyvyiLY,e CffY OF ROM C EATEF THAN B DEEP) 29) 200E Jsntl. M,g� IL,FIi 1RIML 1FSf 16.gWdR M M 9[ID 1T 91ML S pLYtlICCIm TE FLIP rll, NO MMIOLK COi91y1pL Crry OF AIR CO � 6✓< 81 DETAL 2-97 nos 1 r_YI _N 0. rrld r .ww sf�vnLLYY� crry aF CSiiBtSBSI STANDARD CRY OF PPE M CnY OF BTOTER %V C9di8►M P.v.C+AHS CSISSlM CROSSH 297 220s 2-V 22W 3 CBNCFFYBi S8 62-97 R��w MARS n5o Rmwop i i�i wey Yw �r ` ww�iti uw .. .: S Ynv�ua�Learl >r wr /rd l .r Y .= 11� r�4w rYVMa, CITY OF SANTARY ITEM MADAM DUDE DRD Ll-2D7 aME 9wL 6 0,IFl6 u[P MA.ITSI Wffi NWSB 9mm Ya r , •.14 r fIIE '/r^w�nD nwa.� 1' nse- ` s.o�u � a r`m'°m�avuv 1pw.L CSSiu8M WATER SERUM - 2s7 tons �1,N Yam[ � WnMc Y.a M L nIS 1v3�Cw N�Q OEYBO Mn EMlM4 S xe1WEu>m �d TpE� rEeW fRBM^0 �9.9rNip,M d�T (rf,JID �]�,6�ng CITY OBIF111� & I �YYM BARRIER �1-n^ 1-033 " 2109 L S�.aYT talus/ PLAN y��y i PEff(. r,a _Nyz-tt •• yr Ewa yLwr /f � g mFlrurn brrMmaa ^�v TON SECTION wr ww�rr<yyM CITY OF STORM SEWER CSJ18 M CATCH BARN s 29 sd 9F.¢ a nCLtA,xM f. VFW: up 1 w l/rAr e.n Y ea mrrrF `® a ,.r,rwYrL BLS[ �W W Y G.av ^Deem r i L • dh Yw wm.w CnY CA- GATE YALVE CITY OF TEAL AM BOX CS8188�SS NSTALLATION CB� LOCATION " nae .,..r.w.M v .w... rl TnY WC[E MT M&Vt CQIRY AOJ. OETAL _J?Li [w'L@, "'.a 'mr v'_wA� �rM_s m wwr BA* OT. BASE M &H[EA CCUfl¢ .Nl DUf ffl— Sr}YS >@ Y4 ivwL ,.�9Rn N6i nr69W16®Rn,/r W,/f 2 SMaNNI R' Ir®mat � R, 4NWf Luwix.TMY CITY OF MANHp.E �� CASilp Ala ADJl19IN0 OETA a 297 i°' 21D r mc� sMMep rien rn rn riraLres�aow � �rMrir� ^:s Twrw mmi.^Si�.r r ®w wF ier Nra a^r v wow. r.,yLYM r esw eW. a r err Ira e+.w Y wml maa.b uLn aLLllro Mna tlp. NN W M Fii W CITY or-e+aTNA TBASH OLE ECSIum �'AN 'Hi0 Ems' CSNSI VM SLW 247 nr[ 02/21/05 � 2 a 14 I Lb.y rgaeA p.a T[F �. r., ". Westwood R'o(essiorlal Services, Inc, Plowshares Development, LLG M Llx Dd. Wet SW[e 90 Pinehurst jL TRI. _ 1 rw wrr rr wrb, f A... Vy &UON A -A CRY OF CkM AT CATCH BASH zm s(D6 .rar"vA_ SIANOIAO OlL-#-SAC CITY TYPICAL II�.�� MYMOM CLL-CESAC $- r MW ED o -- � � urm W xw Ada K=� ISr1E1RlC ,p.a: ay.® me $Cllnn A -A Yreti rM Y� .rK ii/.Y ,Y �r � Yr '.i°i'nrr d.rrw w�rrawr'aa�rier_ ..w .. CITY CITY Ce FLARED END SECTION AND ��n e..4�a af4 3 Y�YYJSri. I._a r..r.Y YYYYM ' gcnw N-R Yrr.F. w.e w. y.rrrr_ rF.� w^C3r.� •�•w• ®i�i{0iQ OETAI CA8iH688� TRASH WARD C81t8d� B-o/ r 61D7 ?W r IN ?9] PL mmx eoI orlon. Baru. 1 ffi,7.'�1'ff �' a�i.ki xo Ar,W x ws wo wl .wro oas+Fc mare u awema. .I� C�R�Y�O�FI.�CONCFETE MARMI SIDIEW LK 6T14 i�+a u �iwar W a.._ �1 PEDESTRIAN CURB AMP FOR CONCRETE p. SIDEWALK DETAIL _ _ CIYE RCIIpI Py1W xm:ua •J flMI fEl ff g0.F /.L PAW .� ... '-0' Lomele SLLw ooc :AOL rF _ 1_ Ol 4[MI AA NEYAIgN 6 RAIP r r N r CRY OF zn r r � Yrr•p'�li�•Y.��YY—Ys is Y IM1�Y rr. �CITY .Q�F TIMAL SAFFOM4 !E faer.Y N..r w a w.wrem .Me.{ SN IaM b •Fp dYme.a .rF 1wlebabY r,.Ir.i++�Mm. mm.a.aeer Ir.1rrYYrY a.m�n CITY cc- OLT rfaFaaFY� FENCE Y 2-Yl — am r"Yoe s"P:wvav u : , ID Ya'ti'uMa-O. 3 Y� ar V YA •ia a.e b.T.s Fb.rt Y....wr y w � bw�r wr r�i_.��ww.ri Ynr b..M. CRY OF TYRUAL f�IAL STIWET SECTION 4iJ r 6900 rn nos.11�_ a m ari x� .IOV Ywbrr Wel�'� Yi o.'Ya°. rs.esr.rw__ 3_ p�yaYrK b� e.ia.l (9w D3,V v i] XnG ®� •�® K1FR fMMC' 6 .Fret avm� -YFSwmm tY Iwal m Irrea 1d RiI r ,aY wa........e rA� :nn v .n Warr F.r s $ Vy A G4_:.�Yrr�YY b anFF:.a wb r sF. rYr CRY OF AND (711'IBi FeV War.W ..:r �F::au � swim r1 eb< r 9PEJYIAIL .p a SUB -SURFACE pRNNIiIE _ sn a' S1.12 0 CITY OFl" FOM Fl1FA 0NN1FA CcM 461MWe hrlare &Mh¢ GOPHER STALE ONE CALL Twin OtT Alec 651-454--0002 MrL TO Free 1-BOD-252-1166 ®- _` ,nw Imar w - m n.ei3 mlma r,m - s YOeW c.c YPq .-A CRY CF TYPICAL CUB Qit♦:� SAOAB 6M L :J "p1fi.b 3 sn..:e ..tl a e.a r rr�r1errryM MrINM owM CRY OF SeLtl"iRIIYNtz PIC DSAWUP CLEANOUT $� r �4 SEDIMENT TRIP AS WMIFACNRED BY W64 .LMSWOPEE, W. MODUCCM NOTE: CRY OF aroe e.9e .�� SfdYD.f TRN+ m 1-04 r 5J02A ozow a,F 02/21/05 ®r.e 3 as 14 I �.�..�w_.r,_.r<, m I westllwodFrorBSsonBlServices,Inc. Pinehurst Details I �u I`F®_m m.o,Fn I °"�' I plowshares Development, LLC. W rbFc m�eeFslfe r.e sa-naam Ob Pi yyr}xr m 165] late Orlre W..L SwtiEe SM >w Q✓ I W 4gL6 ChenMeeel, Mlemoh MV CMnhemen, ltitweeote SnMc•a Inc PROJECT NAME rAOacr °Ewe.'p'.�nva W�m,�' oEwivu- KNC NWE rEmrrnn mslmKnoxiu� viva -Es 6• u RM o'RdP3c°Niu�' ovlMOE NOTES 1. SIGN SHALL NAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCRON ENTRANCES. 3. SIGN SHALL BANE WHITE BACKGROUND WITH BULK LETTERING. ♦. LETTER SIZE TO FD 8' % 6' SIGN. WEAR COURSE CL 5 AGGREGATE BASF M CRUSHED ROCK MnOOT 3138-1 `ROVED COMPACTED SUBGRADE DOT SPEC 2105 R V12 TYPICAL PRIVATE DRIVE SECTION W&ARKING ON ONE SIDE (28' BACK TO BACK) CONCRETE WALKWAY PARKING AREA IWua s am a.rx ar Mw O1A1 Werr VNM TYPICAL PRIVATE DRIVE SEMON (2D' BACK TO BACIO I/'! MNxW �Ec 2)SO LvEAaIE 11FM o0MlY 2 e TAMI T MMOT TYPICAL LOCAL STREET SECTION � 25W rw•moao0 •._ ca,Rg IYiDOT scc 2211 M.Ass a too[ aV9eD SfME AWEGTE 9AY Or BACK TO BACK) f`ACIED 99i1NE REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION NOTE: SEE PLAN VIEW FOR DIMENSIONS PL CL 30' R( 10' 15.5 DRAINAGE & UTILITY 14.5 EASEMENT BOULEVARD 2.OR SLOPE 30' 1-1/2' - MnDOT 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2' - MnDOT 23W LVNW35030B BASE COURSE 12' - CLASS 5 AGGREGATE BASE. 100% CRUSHED STONE 24' MnDOT 3149.2E SELECT GRANULAR BORROW COMPACTED SUBGRADE Call M Han baroro &Wmg: GOPHER STATE ONE CALL TWF City Aran 651-A54-0002 W. TON F. 1-800-252-11" WLS a Bm vac V MWB Dw) au0 vW+As I/Y WOOT ?FG 2E0 LNE15alOB EM fdAY OOf 4FG 2AT BlINW10U0 TAM( MT r T e Q S L� BAY M11NIY YnDaT WEG mi MASS a 1MIR aMs[B SIOIE ABMIEMIE BAY IYOOT SPFG T.Ba YIFCT WrMAAR BMtlpW PL 5. 10' SIDEWALK DRAINAGE & UTILITY �8.5' 1 EASEMENT BOULEVARD 2.0% SLOPE �._.. 0 .g' O 0 LJ N • NOTE PRIVATE UTILITIES WILL HAVE TO BE INSTALLED IN THE ROW IN SOME CASES DUE TO RETAINING WALL RESTRICTIONS. PLAN VIEW FOR SPECIFlC FOR SIDEWALK � /n� E-t51MatONLIiN.OMC DY• 02�M2V W aR 4 OB 14 I W =` �"'= �y h f Pinehurst Westwood �PSSjgIB� SPfVICBb, Inc.�f1C. ( I I If..A os. I I n� �.Jp m "" a ®� ° �'"—� Plowshares Development, LLC °etaie F°`" °i'I` "� �°' CLb NN•ud. ea �• @' iN'81 Ids Orin W 9aLe 3bD Nv+o M437-SSW r x rW.rs7d Y�I tdr MaiY •AEr O•. 06/dNNS Ir_ 40dV CIMs4ran. NOWOUON• 353D I CLmhr 3fim Weoleoo Protessionol Serd , Inc Legend SANITARY SEWER —C— SANITARY SEWER —4— WATER WATER —1— HTR. W/VALVE - HYO. W/VA w �} STORM SEWER — Ca — STORM SEWER — N — Cd 46 Howe be/are dgghg: GOPHER STATE ONE CALL TWYI My Area 651-454-0002 M Td free 1-600-252-1166 e• • i1 omr;i�x� a©gym ao�ee ao�r+oo mo��a ��os�ae om�ETr-� omcr�� oo�® tt<'LiA nf"v=..w w'L 063SiA 11ta:IIO9M oos:ueo o®r3NnrZa� omKrANKFrMEIEMiE= ©©wee k I O' I 200' JOO' E-15 NOI:CEe0N0i_0' wee 02/Z1/O5 6 5 M 14 I Westwood PfQ0fesS51-0nrd-si oSaeves, Inc. Mir 40A`�4Iapmi�u xrm ��ar�cwwq — Plowshares Developme nt, Pinehurst Overall Plan C 8 5rte5 c6brMMM reMditld. Ounhmmm I pft�'= I A9mm1a SS1]] (Seaheanr, Mtru�mta '� •�1 - C 48 H Wwe Egging: 01)02 SII,�. q NNA� AND ®+gyp - I ------------ GOPHER STATE ONE CALL --- -- ```` // TAN ." Arta &51-4552-116 l (--- --- i1 - I I 1 1 1 yA1Dl VALVE W. rap Free ,-eoo-252-1166 II MR- 1 L=J i TEE%%1Cx INY�ESTT 0 ENDTES OF SANITARY1 S. SEINER SERVICE / 7' : 1 1 1 1 - l♦<D. vALN: 1 1 2 / �� ElE.�1061s DENOTES SANITARY SIDIlUt SENNCE 8•-11 1 4^ / 8'— / � 'A"�E—%+X% WE LOCATED W MAINUNE FliW — It I I 1 1 /i b �• C>a8" LEE 1 / 1 / / �` — (TYP.) DOMN STREAM M.H. �I ; oRND. El f. ] \ 4 �/ 1 MG HYDRANTS PER aTY DETNL 10( \ ; Ir ay. `� �� I 1 I / I 1 t 3 \ 1 I wrE.Dxk / % ` EXTEND RODS W DEEP VALVES \\\ \ ` �I III'/' \ I ' _ ■�t I I \ l-` / p-! `� NNA t/NIX VALVE µ1 DROP MANHOLES TO BE 1 1/4° % /Y 4 IrA riE� � ; CWSiRUCiED USING WTSDE DROPS MH-21A r , I I �� 1 _ ` • j ``� �'�11 AU- NtTR L Ul% SHNl BE IN \ \ 'G rp TOP YN NCE `--- ��`- �II — I �� - 8` 1 eTND ACCMR ORDANCE H THE OTYS 2005 r- / \ `` / `�` STANDARD SPEOFlCADONS AND DETAIL i J �` ,Y / I 1 \ -_-� r---...^ `.•/ /O /�`� NL WJT RYY SERVICES AND WYES SHALL BE 6• PVC SDR 28 WATERMNN SHALL HAVE 7.5' r TEE �°`/ ` / �\ vr1E• I I wrr o,ro / / M1- ` 7Y7 Tws sER ice- MINIMUM COVER - - i ,s•—n ,/4° ../Auz AL / �(/\ - �' \\ r.d �` i 1 /` r ay. a / / .bu- I 8'�• TEE .4\� a° � � 1035 � 1 0 ® \ � xi I 1 TOP WM SERMCE ! y� � � .yam ____1 � 'W OdD. EIE� `� 1 � 8'0.tl. \ 1WSS i5fpY I I .1050a• • '4)x \� � e / a \ SERNCE TYP W-19 a T /2° BEND •v 1 1 \T \ � / � D �) \TEE` ` � � it [Nh\��C i r• '°� _ b i' /SF/JC1 :\ / i '.1 i _�-'� \ _�- I \ /./ 1W]E �SIMUI / s t-.� '•:_u. ` I . I •4 .= uH..=Tty�.xr� westl,po«t ProfeSsiorlal services, trlc. -- -�, 1sn w•s+• am. re.r.°u-°Halm ra xisnaua o. Dr/O5/Db v_ 11. 4pepJ (" Plowshares Development, LLC. s� W iNmpD�rmr 1851 .h Drlve WeN, S SW Qienlu°eev, tAiu¢eat° 5531] Pinehurst E-15 tLOHO°W .D -. 02/21/05 Ss° 6 W 14 Sanitary Sewer and Water Main Construction Plana Pfrah x O ve LOT I �� j / : I \ wn Cdl IB HbHas Si WI^9 • •• IDERLHTG I I / I I \ �__— v I ;_ iC v GOPHER STATE ONE CALL ---- -- --- - - _ I �/`� _ - ��•2�-12 1/�° I i I bb atr Aron 80D-25- 116 2 Mn. Tdl Frae ,-800-252-1168 DENOTES SANITARY SEMEN SFRMCE INVERT o END OF STUB. r AGE AND uMETY-'I - �l I / / SERVICE (Tvr) 1 I h \ m I MET TM INTO EIBSTIN I / , \\ \ I DENOTES SANITARY SEYk'R SERVICE 1 I / / T' COPPER SERVICE I II / \ I / N/CURB STOP (TVP J .. / \ 1 I _ _:MVE.%+XX MYE LOCATED ON MNNLINE FROM I8. i ••' ; 7 I I I / )-----------� _-` ` / \\ \ I I I DOYAH SiREAY M.M. 1 flp RISER I I I / \ -11 T/{? mID- _ I i \\ \ I I elE I ��1 103]. I I GV , 1 - 0• SFPARA `\ MC HYDRANTS PER qTr DETAL HIX I i i TOP MM SERVICE I ��\ \ BEIIIED! ARY `---_-_-� MH-7 I I I F ; ALL RODS ON DEEP VALVES --- J 1-_-- I I , I •,O�B�ONG STdEN 3 _� ; .\ AIDMLY. ; /'-------- �l `I I-Y21�j° A1.L DROP MANHOLES U BE CONSiRUC1ED USING OUTSIDE DROPS ALL UTILITY 1EORX SHALL BE N J . I , ♦ \ ® V I I ' ^OB" B' 76F \ / / I _ ll ACCORDANCE WITH THE gTYS 2005 •• ••• /O \ _ - I - \ / / I — —}� STANDARD SPEOFICAOORS AND ... ` ••�••.• •.... ._ 1 :, i O � `\ t0 I I I `\ / / II -L DETAIL PLATES. Yx-e I / 'B� 00 i .. - �.----------- - I \ / / to ;:1 ALL L BE G'r SEIW SM AM r/}Es ---_—___ � 7LF. St+uL eE a we sDR n Aye --- _ J / oflJ. s'O PVC , I `MINIMUM WVEENR SHALL NAVE 1.5 'T i c o -M' REDU 1 ,--- \ / M j 1028. \ h \ kj' S QMD. ETE fo3 It g Yl 1/2° BEN I HETE.,+07 Alder Way ioso77 ... . 1055 - .... .:: .. 1e' SEPARATION - - -yWYiulF,i 5'IDIh1;1pNC - ' 050 1045 — — ` SIR-)4. WA1SN,lAN ....: i APAAVION .. .. - Ir SFPARwON IiRAM tR Si4,1C XNG v 4c AUil01k 51DIN-X-NG 1040 GF PIPE-i-103&W MH-i] -RE=1052.58 18 - IST E(NW)=1033.6GG 10 41 20G° : $ PVC :: .. F(S)-1033.59 .. .:.._ -:. :: ..... .....:: ..:.. ::. _... 1030 .i:l .:: ..... 1025 Cdl 48 Hm Mtare Agg%T 2 GOPHER STATE ONE CALL L4 I % MH-1] ) TwM CRY Me° 651-454-0002 DRAINAGE k UTILITY 1 / / 1� aX T Mn. Toll Free 1-800-252-1166 EASEMENT OVER ALL OF I / / / / 1 r/ I / / / I DENOTES SANITARY SERVICE CUTLOT A / / I / / / � I O AVERT O END OF STUB. <� REMOVE PLUG AND CONNECT 1\ / /�.�.W/AM P1C Irxr TEEYAL� i ^ / DENOTES SANITARY SEWER SERVICE I / / IF) i X+XX WYE LOCATED ON MNMINE FROM TO EVE M / U� 8'a6' REDUCER I^\ \\ / / qWD. ElEI1GM.5 / V\ • DOWN STREAM N.H. C� i 8" GV I \\ 4\ FLAG HYDRANTS PER CITY DETAIL 1004 i Ll J ! 1/2° BEND] /------/ L- EXTEND RODS ON DEEP VALVES ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS Y" I .: / \ \\ / 4 �^ ALL UnLITY WORT( THE BE N 4: i' 1 \ ACCORDANCE WITH THE tl AN NODS 1/P BEND T STANDARD TES. AnONS AND $-n l/2• BEM �� ` a \ DETAIL PLATES. ALL SANITARY SERVICES AND WYES i'8 11 1/4° \ �`\ SHALL BE 6' PVC SDR 26 q �MINIMUM COVER All WATERMAIN SHALL HAVE 7.5' / I ATPROX, TREE I L < i' i8'- '1/2° BEN I REMOVAL LYT / io ♦ \ MH �\ _ M '1 C I V `. \ TOP SER / / �- \ 1 \ -102 W / \ <' UI SE TRENCH BOX TO STAY \\\ / / \ -22 1 , y i AUXIN REMOVLIMITS ®\ �l X WI NECESSARY. A NE ARY. \ / MN-12 C u-i C � I �/ s `� i�-----------10 T < -4E I \ UNDERLYINGLOT ` iY`- ------------- - - - - -- / LINES (Tw.) \\ /--- -------- =1 _. IV J1A:.itLD TOP w-TOOa.e 7 Amberwood Lane :..:...:. ..::..:.::.:.t ... _....::- 105 '.'-..:.:.:..:. ::. '... :: / ... .. 105 ............... .. p. .. ..... .-- _._............- ✓. .....:........ .. _.._... ... ..... 0 .. 8' PVCqOO ' DR-16 WMAN f w/] 5' MIN COVER C.16'•}' VH-15 INSU TION STA55+51 _ IS SEFARAUON ✓ RE h056,47 I Westwood 13rofessional Services, Inc Plowshares Development, LLC. iWie. � w, w3.n we.w, a.tr of r mmeiw rs eazanseez �w 1861 Ws Ortwe Weal, Such M ch.& CI. Mft n 55311 IE(N* �052. -iBSA1035 E(SW) -1did 114 BPVC SDR' tl 0. 20^fr brag .:: ... 49^45 05D 45 :— e : tEJ DROP =1032.08 S) F1023.M .1025 r $ aYc *IL 1020 54 55 E-1s zm4�ae+ulm.T.oAc Twee 02/2VO5 8 of 14 sa Pinehurst nitary beWer and Water Main Construction Plana Ch.huaen, Alder We , AmI ood IA. k Water ] to B,e Pond 3rd 1 I / 12 I I / II i / 13 V � P NDE LrNG LOT LINES (TYP.)./. AND. OSAM A / EASEIRNT (TIP) 4E HOAR NOWICA71014 OF ROAD / CLOSURE REOUIRED / I A A LINE 2-DAY CLOSURRF, / r MM ,`"C%\ .J Vi 1 -/-334'-C MOPE MR-11 MOM ' /MH-10 / / 16 EX-MH TRAFFIC CONTRD-,¢,'SGKW / d+ `RE(DYE ! REPLACEd MILL BE REOIIIR[9)'FOR R � OF OWTUMINOUS TRAIL CLOSURE ALE LF ND I C*RBS AND GUT BITUMINT IN STREET Sanitary Connection to Lake Lucy Road Hemlock Lane .32 Nt =105zZ .. ......... ,. 1E(N)=1020.09 :: ... 0551 '.:. E: 1050 SDR-26 0 4.0o% ..: ;: IE(N}1WBA SiA.31+50 :: P7101pE BOOT .-. -: q:(N) 70i7:80 :- h 0 !"G: NORTH- `: 114VER7 ': 045 d5017.: .I//0; ..... . 1 .. D40...- - .-. - .. - ..- ... ..: _.. .. ._:. _.:. - :.:. - 8' PYC ' .. . . -:.. .- .. - .. .... ... :.. R 3 SD5 O 0.605 .. - . .:: ..... -1EIMMLIM-N.ft DRILL) - - - _ii E%-iEs$6266n? .p.. ..... - ;:. .... ... .:: I ". fVrdJAyY��Ib/eb��Y1 Westwood PrD(es9aldl Services. tIG a� e��. _ Plowshares Development, LLC. �„R kMi vna.: aez-ely3+ea ra zuazzsuz I3dr P8 r�Lrrrrr W t&Sl IaMe Drlve Wee1 SWee SSD e.. O1/06/OE M,�r 4m CAenkAeeeV AfleneeoM 6iTV Call 48 Hoare before during: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Vn, Tdl Fne 1-BO =-1166 DENOTES SANITARY SEMEN SERVICE INVERT 0 END 01''S1UB. DENOTES SANITARY SEWER SERVICE WIE�%+%% WYE LOCATED ON MAINLINE FROM DO" STREAM M.H. RAG HYDRANTS PER CITY DETAIL 1OD4 EXTEND RODS ON DEEP VALVES ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH THE CITYS 2005 STANDARD SPEORCATKXTS AND DETAX. RATES S ALL SANITARY SERVICES MID WYES s SHALL BE 6' PVC SDIR 26 Ilk ALL WATERMAIN SHALL HAVE 7.5' MINIMUM COMER 01 SO' TOIL• 150' 1035 . _ ` .:.. . _ ., _... .... ...._.. :...... . . .......:......... ............ ............. .:............ ....... .. ........:......... IM _..:..................:_.......;......... ...............................:............................. _:...:........::........im ................ .........._......_;._..._.........._ .........._.._... :'l E(NM:�0B6.70 _ :.. ..:. . W DV • PADlP .... , - 1 z11�RE IE +PP6 34 (CORE mouxOR--:.- lE MID26b low N.. Son ObDE BENCH PROTECi1DN -rl I� :. .. ,. - .. ..... 980 E-IS iWf1p6WTh'dDw^: Pinehurst N. 02/21/05 N 9 DF 14 Sanitary Sewer and water Main Construction Plans M..[.& Tam k Semluy Cammtlam b lake Lucy Rod HOLE FOR _u•-aQP-AT-_ E 104527 R VA !3 / STU 40 • 4 \r_ III/ 11Y r5 (CONNECT j (cDI1NEcr TO 4 N MUST GV GOHTABDE t, NII R1— 1� I I PVC -� STOP ISTURBED WI 48 Han bef" dppla0 \ \ GOPHER STATE ONE CALL Tbb CIt7A 651-454-0002 Mn. Tall Rea 1-800-252-1166 �� GENERAL NOTES: RADIUS TO BE 8618 G k G. 1i / / . WTH 10' TRANSTON FROM -YP)/CLLIT YP) / / / SURMOUNTABLE CURB 'g �TW / / / � • DENOTES GUTTERUNE EUNWTON AT INTERSECTIONS y / ALL RCP SHALL BE CLASS 5 IN ROADWAY / { MIN. 9• CLASS 5 UNDER C k G HOLES TO BE PRE-CUT N ALL STORM STRUCTURES THAT HAVE 4, DRAINTIIE INLETS. p CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS �. COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED AND THEN SHALL BE REMOVED. PER CITY DETAIL PLATE NO. 5302 99C111 ALL SIGNAGE To BE INSTALLED BY CITY. .. 55.90 - 1055.90 AREAS SHALL. W SEEDED ^• I Ts n_ - e F^^J a�o (TYP) CURB !CURTER 4gJ {n i -`\ .t..., ".�:.. _ _ �- \ , y I / . . ALL D -iN� /J• b yH lYN I (TYP i/ ,T / I I / / \` AND IM ERO 1NI N 49 HOURS 10 YINYITI EROSION R YVAYp)�TO�E WA 1 2 1 \\ \\ ACCORDANCE WITH sHA BE IN �' .. ^ I I ' STANDARD SPECIFICATION AND DETAIL PLATES i I r 1 T ,� ( / J 24• RCA 1 \ \ I / / / I 15' flcP j / ,/ J�� 1s• a ..' �\ .(\ \� � I ! y 1 \\\\ j I j / t % / CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SNAIL BE RCP a' . \ / / 1 i PAp , � PAM AREQ15AS FEET AND MANHOLE .051FEE N \ -� I / / / PAND AREAS SHALL BE SUIIPED 0.05 FEET. 1 -4• I R• 1 / 1 51 \ �- I / / / RIM ELEVATIONS ON RAN PROFESS REFLECT 1 i 1 NTAF/ ! / 9yz n=tzI o �\ \ \. \ _J I / / / O THE SIYPED ELEVATIONS (TTPxSEE DETNLJ ! 1 p I - M111 \� \\ / t- 15• flCP � I I 14�1 ! / 1 /} ■ R \ I \ \ . �FES-23 W/ TRA91 WARD I I I I \ \\ \ \\ � T ... — .. - 14.0 CY dJ6 RP RAP CY a GRANULAR FILTER ` \• , , O yPinehurst Drive TER FA96G I / O A Slm•1 :: O ♦ A .,Oj' _ a SI N tgi `4 N m N is ,p N1 CI A lV �a O. O O:: 111 a933 ip O�: x3xJ1 xx�� -:O c 7S �: E4 :$ sm 8... 71 A 1065 .:..76.. .. PN STA - 3485 EXISTING CA GRADE . . PN BE* - 405m 1 OU% 1050 A.D.: :-SOB v i - CBMH-51. K 23.40 _ f SEE BBAW PROPOSED CA 3RAue. _ -_— -` _ i T:— — � GB•32 [ .... . 1055 - -- - - - - - LP @LEV - tOSMZt GBMH za 00 ___— ",. .— -- - - LP. STA - 844&71 :/ �, 2,00x CBLH-28 PM STA N7p - _ f .: RE90 IE 1053 54 i — — — PM EIEv 700 - ' TOSi W T30' 1S 'RCP CL S a Q333 - 4R 3 — �.. PROPOSED CA A.D 00 � 104M.21 26 1050 REs1051 b ✓ STMH 40 _ -- ` \ \ .. f \ KJ f / 5 0 3;0� IF(DT) 104!05 00 SE IE�1048.90 E RIGHT.. IE(dT)Fluu.eo � � _' _ RE 1o5z45....-ro54.,a � ✓ �'+ ,._.. / \ IENW) / / /. PM aEp- 11 ) L7// \ IE(HNr"�1W'�z %(N) 1042.45 _ 245x PN E!). /061.15 1045 7IY 15 RCA if:(Sr,uee,e6� - R( 1"2 46. : a 5 0. A D -- -5LW i - j7�_15 RCP K - 249a 1 .:. naaays .; .1IY rs°lllx lzs•.vc �y NOW OR: ' :: N9' Ss RCP a 5 O 0 33 IIBfE9 FOR ♦J..D.R.A04TlE : 26 15' RCP CBIQEETION )1 rrJ _ .: ��v CL 5 O 0,565 _ 1040 _ q , . :. 5RRE-33 : ... : WATER MAIN J - 100 IM RE -IM00 RE -1051 20 i-� l r ---�,�_.� .. �f8-.' .: i {1TP) E. IOWV - lE=104G49 ^^'i--� IEm1054.OS SEECBMC E(f\\')-UU7.69 : SEE ABOVE: 1035 RSI}tAz7z9 SAMTART SERER CBMM"ICI. H 24 J RE N047.00 -39 RE-1049.55.. iW0 {TY.. >E yp}7.60 C E =1055.00 -' - - IE(NQ-1044,97 E 71N't:26 E =1050,4t EE IOSO W CBIM7-.3B: 1 :: �H-32 �H'•31 C"f IE N 1044.ea _j,,;• IQ'24'Ds ` RE�105] 14 RE�1033,)RE RE-IOM41 � .: - y s �IIW&W . 4Y 18= RCP \ - SEE - - - E 1026.94 : IE.1028.02 I SWp1A26.94 . 1030 CL 5 O 3.805 >/ , - .. E�102S42 5E).102& 4 . _ 9 _/B` _ `,T2'- 15• RCP CL 5 0. 64- :. eY 2Y.. RITE ....': Oii011 a .... .. :COUN-24:_. R(k }5 CP 5 0 04p{ i71'- - 90'-21• RCP IE-1022.," (SUMP) a .. ... gy �T CC > "' CC $ O D J3X 21• RCP CL 5 O 0. -a 5 O 0 a4S 84 -21 RCP j 503JJR 3 �. U 500.465 uQ ._ FE¢23::- .'. 1025 ::: w. -___ _ _--------------- - - aseABy :: 414' 2J RCP SUMP MH PER.... 5 CITY DEfAR_ 3104 1020 m_Ta a3O03 T 1020 1 2 3 4 5 6 7 8 9 10 11 12 13 E 15 zao Il STOZo D9m 02/21/05 66<9c 10 OF 14 I W ��eyro�P.av9 u9s Westwood Professional Services, Inc. I ,r,� I "'� I..�. > IW Storm wet n»w�.m o�. �// �� Plowshares Development, LLC. Pinehurst �tDa street fden P,a.ie. MN 553M Yam m. PM1w:99L9))-515a SacCIS P'd y��`. ._. 1851 L.I. I%1'19e /Y9lL, 51dt¢530 Construction Plans aae 0A1:I/H� M�M9 4M Ch nb. AEineao94 SSW ❑i••l� Minnmta Pt)whu)et Driv< S"C' , ! ! I- 6 1 7 TIA` �' C y50 14 \ ; DRANS TO BE To \\ SERV / WDRAWILE ( / T \./ ! SEE DETAIN W f WARD 9.0 I RIP GRANULAR k FlLTER / / \`\\ ( PIP i ,PAL W-.i I \Ren � _ e L-73 91 w1.kLIMBERLYING LOT LINES (TYP-) Alder way rrAmberwood Lane �- Cdl b Hoare before dggMg: GOPHER STATE ONE CALL TK City Area 651-454-0002 W. TaE Free 1-800-252-1166 I GENERAL NOTES: • RADIUS TO BE 0618 C. 0 C. f MTH 10' TRANSITION FROM ! SURMOUNTABLE CURB / DENOTES CUTTtRUNE ElEVATTON t six AT INTERSECTIONS ALL RCP SHALL BE CLASS 5 N ROADWAY MN. V CUSS 5 UNDER C 0 G HOES TO BE PRE-CUT N ALL STORM STRUCTURES THAT HAVE ORAINTILE INLETS T CURB INLET SEDIMENT FILTERS SHALL BE INSTALLED MMEOATELY AFTER CURB IS \ COMPLETE. THEY SHALL BE MAINTAINED T UNTIL THE SITE HAS BEEN STAMUZED AND \ THEN SHALL BE REMOVED. PER CITY DETAIL \ PUM NO- 5302 \ All SCNAGE TO BE INSTALLED BY CITY. \ 55.90 - 105S.90 \\ �� ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IMTH N 48 HOURS TO MINIMIZE EROSIONU e ALL Nd7K SHALL BE IN1d ACCORDANIDARCE W1TN THE aTYS DOTS STANDARD SPECIFICATION CAlION DETAIL y PLATES CASTING NOTE: \ ALL CATCH BASIN CASTINGS IN CURB SHALL BE \ SIMPED GAS FEET AND MANHOLE CASTINGS IN % PAVED AREAS SHALL BE SUPPED 0.05 FEET. HIM ELEVATIONS ON PLAN PROFILES REFLECT / J / THE SUPPED ELEVATIONS 0 50' 107 150' ._ .• .. .$.� NG --0 .. a� a Ri ry0 O b NO ITV � s $ 9a: 9 : aov o ... .... . .... - .v, ... -- .:: -.: .. _11wioD EwsrND c/rmeDe ..... SSYHr40 /.. .. �E(5771-104880 S7W->IB : 3M� _ CB -1045.85 PN Yam+ iE+1Q1A8B RE:41CM30 ... A.D.A00 IE.1M3.51 Ei1039.82 ..:..- .:.: -::: .... .. : - i/ K..1&0I _ .: 198'-15'RCPCL 5 0 O- --_'i . ..: - .. 51019/f% NG :. ...................-- :: PN � tt'r �70,%14 �. .. 14IX �C 1045 NY 10'43.2D .: ..: PM / .. A.D. w T 50 TICW 61FIR11 %-TUG -: _: 20.00 :: K150' - ' TOP W iI�E 0:101&b' - .: - W WA7FR MAN % NC :: L.a ELEv . 70T4.67 :: NC - - - . - - - IVfJ _.. 43'5 0 0.(F 6.14%.A INWlW2 LP. 5TA i 51w6Z79 : / - Rtij046.15 Eei1D13.I11.:.. - .. .: 6FL A00K .... ....... CAl1TI0Eb $AN IT-N(. \ �3 /6; PVt SA 51 PA FLEV a IM79 M &BB :K 704 :. / // / .: f :: STMH-33 REaT0Y0.7',4 RE 101&eD E 10%05. EQ71J+10I4.05 E(Di}.1043.70 ::. _ TOP OF FIRE 10= % e�J . 51-15" RCP .: - 6• STMH-47 \ CL 5 O 0 33% -. - RE mI ... F� -1024," 0 E cz ' .... O' o; .. . 02}. 75 - - - : .::. : 86-E211 RCP tt.50OJ5R. 40: 1I: - OL" ... /� IF N}1DN 40.. E SYI)rIHIM7.M .:: W074.OM' ` CBMH-35 8]9 - - -- RE=f04232 -.. : iRe, - p1@ 4S.� E�102&14 t5 15 !(df C8-37 y21V-T$ RQ1 CL 5 •.4.33% 134'-15• RCP . :: - 0. 86'-15• RCP :. :' ': CL 5 0 -- RE-1033.53 E 102&10. , -_.. - .. CL 5.0 0.335 -T36' 15' RCP CC:5 0.331E :.. ..:. :a . . :(D7}102110 Y :_ & .:: WATER MAN NWA70 Hai no: 4 :DRANT4E : _ z .:.1025 S CONNECTION (TTP) JJ 1 SANITARY 9016?XING SS k 4 $ R $ o f i lngn 50 WEStY00(P0(2SSOfdl services, txIx�T1�!(, ft.,:F�w 06 Plowshares Development, LLC. iAm hate AN 553.. @. el.e.: m-sn.s,se ....... ._ 1t151 Iwke Drive Wa#, SWte 550 54 - 55 c-1s xso.+a;asRwmia Txac 02/21/05 s1..c 12 op 14 Storm Pinehurst and StretSewer and Set Construction Plans Lane Call 48 Have bwf a d99inT GOPHER STATE ONE CALL Twin City Area 651-454-0002 W. Tall free 1-800-252-1166 GENERAL NOTES: RADIUS TO BE WEIS C. k G. WITH 10' TRANSITION MOM SURMOUNTABLE CURB DENOTES CUTTpNNE ELEVATION AT INTERSECTIONS ALL RCP SAL BE CLASS 5 IN ROADWAY MN. 9' CLASS 5 UNDER C ! G HOLES TO BE PRE—CUT N ALL SRMIN STRUCTURES THAT HAVE DRANTI E INLETS. CURB INLET SEDIMENT EATERS SHALL BE INSTALLED IMMEDIATELY AFTER CURB IS COMPLETE. THEY SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STADIUM AND THEN SHALL BE REMOVED. PER ON DETAIL PLATE NO. 5002 ALL BGNAGE TO BE INSTALLED BY CRY. 55.90 — 1055.90 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITH IN 48 HOURS TO MINIMIZE EROSION ALL UTILITY WORN SHALL BE IN ACCORDANCE WITH THE CTYS 2005 STANDARD SYECIRCATION AND DETAIL PLATES CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL HE BUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RILE ELEVATIONS ON PLAN PRORUS REFLECT THE BUMPED ELEVATIONS 0 W. 100' 150' Prle 02/2VO5 B 13 v u Westwood P �nSona�sLYviE S.t1. I -� I �~- W . ...o •�� Pinehurst and S set �.� A Plowshares Development LLC. and street N�en. 95ialTa m r¢esxanaeu �' P�8/ rMgb_."_ T85T leke Odx VV.M, Belo. M , us DT/os/o6 �Ne 4IeI5 ch.nhu Aevmot. 558V Construction Plana m.vbeeeen. Minxmote ]imixk L. s edgewood CuMrt ...,....aneaan enure .w Srvj u Inc 1 I W I 1 I vvyL, I I IT I � I I __ I - - - - O PROPOSED ROW ------ _.r I I LINE (TW) ,�.i . ___ 1 , {, T'TT J 94' Sy. EXISTING 12W SFE GRADING PLAN FOR TREES TO BE SAVED AND GRADING PTRw (,yPROP0( )8' BIT ---- r BIT TIWL "REMOVE 271't EXISTING CURB I ` — — — _ _ AND GUTTER r-- i i '-1 EASTING BIT EDGE EXISTING �--VARIES (14.17' AT FULL LANE WIDTH) CURB k GU I BITUMINOUS uM e1'" MATCH EXISTING\VARIES (12' AT FULL LANE W1DTH) TRAIL MP�TM j;\ 20S SLOPE 2.07C SLOPE �y 'Ugk�,yUM �op" B618 CURB AND GUTTER 1-1/2' - MnDOT 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 3-1/2' - MnDOT 2350 LVNW35030B BASE COURSE 6- - CLASS 5 AGGREGATE BASE, IOa% CRUSHED STONE COMPACTED SUBGRADE RIGHT TURN LANE STREET SECTION EXISTING PROPERTY LINE (TyP) KEEP BACK OF CURB DEPRESSED FOR IV PAST THE EKISTING DRIVEWAY CONNECTION AND TRANSITION TO FULL BACK W 10' DISTNG SIT TRAIL (TYP) C!G \ " 48 Haws betas Sggi4g: GOPHER STATE ONE CALL TWM City Ar g 651-454-0002 Mn. Tall Free 1-800-252-1166 ALL DISTURBED AREAS SHALL BE SMED/MULCHED WITH MNDOT 5OB MIK ALL STRIPING/SICNAGE TO BE COMPLETED BY COUNTY INk M*) — i 0' 20' 40' 60' E-15 2W{1[6HSIFOI.nWC D.Hc 02/21/05 sees 14 Or 14 Westwood ProfasiDnal Services, hx. �'•e..•'� •— e+'—""�"' •'� •• �• I mram�ra artamn�c.+ I ue..e 90 ne m,y.n 9rM � oWA me um k iSTee Chb P8 �a 90 eue�.: esa-sereiw r.:•maxt.sw r�s. e.x.r W� OS/K✓65 u�R. � Plowshares Development, LLC. MIST fake !hive Weal, SWr 5511 COunlveem, � 553V Pinehurst Right Turn Lane Improvement Plan 02005 Westwood Professional Services, Inc. U n Ln N r� 0 0 N I 3 0 U 0 0 0 0 N 3 0 0 0 N ucti for Grading, Drainage and Erosion Control for Pi'nehurst Chanhassen, Minnesota Prepared for: Plowshares Development, LLC. 1851 Lake Drive West Chanhassen, Minnesota 55317 Contact: Nathan Franzen Phone: 952-361-0832 Fax: 952-361-0833 Prepared by: Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 W Phone:952-937-5150 Fax:952-937-5822 Project number: 20041064.00 Contact: Chris Moehrl, PE INDEX SHEET NO. DESCRIPTION 1 COVER 2 GRADING DRAINAGE & EROSION CONTROL PLAN (WEST HALF) 3 GRADING DRAINAGE & EROSION CONTROL PLAN (EAST HALF) 4 GRADING DETAILS 5 PROFILES AND STREET SECTIONS 6 STORM WATER POLLUTION PREVENTION PLAN Vicinity Map ST. 33. �Y HILL b q W W. 65th ST. 22. Z3. CRESTVIEW D CRESTVIE q CIR. ti N LAKE L UCY ROAD LAKE L UCY (Not to Scale) CITY OF CHANHASSEN RECEIVED JAN 0 5 2006 CHANHASSEN PLANNING DEPT City Project #05-03 NO. DATE REVISION SHEETS 1 04/26/05 Revised Per City Comments (CRN) All 2 07/05/05 Revised Per City Comments (CRN) 1-3 & 6 3 09/01 /05 Pad Elevations (CRN) 1-3 4 01/05/06 Revised Per Replat (AJM) 1-3 Construction Plans for Grading, Drainage and Erosion Control for Pinehurst Chanhassen, Minnesota Date: 02/21/05 Sheet 1 of 6 a ' E-15 20041064CVF01. J 'a7 02004 Westwood Professional Services, Inc. Westwood Professional Services, Inc 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952-937.5150 Fax: 952-937-5822 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL GRADING & DRAINAGE NOTES: • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. • THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS AT (651) 454-0002 • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES IN ACCORDANCE WITH NPDES PERMIT. • ALL RETAINING WALL ELEVATIONS REPRESENT FINISHED GRADE OF SOIL AND DO NOT REPRESENT BURY • TOPSOIL RESPREAD SHALL BE 0.5' ON PADS AND 0.5' ON OTHER GREEN AREAS. ALL CONSTRUCTION & DEWATERING SHALL BE IN CONFORMANCE WITH NPDES REQUIREMENTS • ALL RETAINING WALLS SHALL BE DESIGNED BY OTHERS • WETLAND BUFFER AREAS SHALL BE STAKED AND SIGNED IN ACCORDANCE WITH THE CITY'S WETLAND ORDINANCE BEFORE CONSTRUCTION • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN -PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED AND SHALL BE REMOVED WITHIN 30 DAYS THEREAFTER. EXISTING SILT FENCE ON -SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL TO THE GRADING. • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • STREET SWEEPING/CLEANING TO BE PERFORMED DAILY OR AS NECESSARY • INLET PROTECTION TO BE PROVIDED FOR ALL STORMWATER INLETS • THE POND IS TO BE SEEDED WITHIN 72 HOURS AFTER FINAL GRADE IS ESTABLISHED • THE SITE SHALL BE STABILIZED WITH A 50B SEED MIX AND TYPE 1 MULCH IN ACCCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. • THE SITE MUST BE KEPT IN A WELL -DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE. • HAUL HOURS AND ROUTES MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK • ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE PLACED AROUND THEM TO TRAP SEDIMENT • THE PERMANENT POND USED AS A TEMPORARY BASIN SHALL BE CLEANED OUT AFTER FINAL STABILIZATION OF THE SITE. • THE POND SHALL BE LINED WITH 2' OF CLAY MATERIAL BELOW TOPSOIL • ALL EXPOSED SOILS NOT TO BE GRADED FOR: 7 DAYS (Z 3:1 SLOPES), 14 DAYS (10:1 TO 3:1), OR 21 DAYS (10:1 OR FLATTER) SHALL BE SEEDED AND MULCHED. • ANY SLOPES LONGER THAN 75'IN LENGTH SHOULD BE BROKEN UP INTO SECTIONS WITH BIO-ROLLS PLACED ON THE CONTOUR FOLLOWING BLANKET APPLICATION • BITUMINOUS & CONCRETE REMOVALS LISTED ON THE GRADING PLAN WILL BE COMPLETED UNDER THE DEMOLITION CONTRACT. BENCH MARKS TOP NUT OF HYDRANT LOCATED SOUTH OF ENTRANCE ON WEST SIDE OF GALPIN ELEVATION=1036.62 LEGMql>. DENOTES SOIL BORING DENOTES SILT FENCE (TYPE I, MACHINE SLICE, SEE DETAILS) DENOTES HEAVY DUTY SILT FENCE (TYPE II SEE DETAIL) DENOTES TREE PROTECTION FENCE DENOTES EXISTING CONTOURS --980- - DENOTES PROPOSED CONTOURS ■--�►� DENOTES PROPOSED STORM SEWER DENOTES EXISTING STORM SEWER DENOTES EXISTING TREE LINE • DENOTES APPROXIMATE TREE REMOVAL LIMITS r 66.30 DENOTES PROPOSED SPOT ELEVATION E.O.F. DENOTES EMERGENCY OVERFLOW ELEVATION DENOTES EROSION CONTROL BLANKET (MNDOT 3885, CATAGORY 3, WOOD FIBER 2S.) doo�% DENOTES BIO-ROLL EROSION CHECKS / STRAW WATTLE E-15 20041064GDF01.DWG Date: 02/21/05 sip 2 of 6 I hereby cartlfy that this plan was prepared by me or under myRavidoW Prepared ct for. Pinehurst diresupervWon and that I am a duly lir�6 eed PROFESSIONAL DMIUM CRN HNC,�il�/t(^yrym/dTe`r�/ a laws of t)u F Afinnmofa 04/25/05 ReNaed Per City Comment: (CRN) Plowshares Development, LLC. Grading Drainage ------�.J 07/OS/05 Revised Per City Comments (CRN) mlC10Bd: CRM Q 09/01/05 Pad aevatione (CRN p ' Erosion Control Plan 01/OS/08 Revised Per Raplat tAJM) tiE•N6 C8N Chrls MoehrL pg 1851 Lake Drive West, Suite 550 Dates 01/05/06 Lkenee Na 40853 >aeoord onwmg by/doeChanhassen, Minnesota 55317 Chanhamen, Minnesota 0 in 0 0 ti �1 ?005-Wes oo Profiessie elder -vie n +� o *, 1., I 1 Call 48 Hours before digging: cb `�o \ GOPHER STATE ONE CALL �/0 \ v� \ ( Twin City Area 651-454-0002 \ - - - --GRADE0.5' DEEP SWALE BEHIND 1 �� o \ �� ( % Mn. Toll Free 1-800-252-1166 CONT R BY OTHER WALL 5 FROM WALL EDGE�O - -� / p \� \ I ( , _` GENERAL GRADING & DRAINAGE NOTES: (T•YP) RE -DIRECT WATER r N o 'ois o o ` - • BOULDER RETAINING WALL r o, I F i V 4 ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER NCRE SECTIONS DESIGNED BY I r` GRADES UNLESS OTHERWISE NOTED. r K � OTHERS (TYP) TW=105�,5 � • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE / T4 / t� ��2, TW=1063.3 BW=1050.i0 Tyy_18 2 \ DE TUMI OU �- g5� * DIMENSIONS AND LAYOUT. TW=1068.7 I BW=1058.0 ! BW_104 0 \ IL (T�P) o pT� • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING TW=1070.0 gyy- 64 8 TW=1065.0 o t UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY 1.23 TW=1064.0 TW; 1058.8 PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE _x r, po REMOVE 84t SY BW=T 70.0 BW=1065.0 x x x x x us I BW=1064.0 BW;=1056.0 I ,TW=1050.7=1l}40.8 0 ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. x = x x x REMOVE 66f t 8W=1048.0 B 1040.8 l - a SY ! •PROPOSED' r I� THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS � , • � x io 5 x CONCRETE I • - MONUMENT AT (651) 454- 0002 LOGATI \ I ` • ALL CONSTRUCT10N SHALL CONFORM TO LOCAL RULES INCLUDING THE NATIONAL coa `b`Oo_ o POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDES PERMIT REQUIREMENTS - ( ) 1064 - • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES 0� I p 1 ,06 1a6 f 1 - - " -y IN ACCORDANCE WITH NPDES PERMIT. o J _� -�--• o - - `i. � • ALL RETAINING WALL ELEVATIONS REPRESENT FINISHED GRADE OF SOIL AND DO NOT O „ 6 p / I I ° �1 0 4000 .. ` ` 1 �]2 1 3 REPRESENT BURY 3� ,. ,. 5 \ • TOPSOIL RESPREAD SHALL BE 0.5 ON PADS AND 0.5' ON OTHER GREEN AREAS. 0 \ r I s2• �. I 5 10 .9 s r, I 3 42 87 a1.3 `' •` ` \ • ALL CONSTRUCTION & DEWATERING SHALL BE IN CONFORMANCE WITH NPDES TUMINOS a I I 1065.9 to53. o I SL I a2 1 6 I REQUIREMENTS 37064 I I ) 0 1033.8 M I AIt1,, ROCK • ALL RETAINING WALLS SHALL BE DESIGNED BY OTHERS G 106 .6 I y EN AN 1pg5. I It I ) �o = I I +;1052.5 • SIGNED IN ACCORDANCE WITH THE •� , s�90 ,o � >< EOF � o � f "- -� I 10 1.4 00 , MN ry ` CTY'SNWETLANDRORDINANCE BEFORE CONSTRUCTION r G r _ - - - - m I- - - - - _ / �I 3y • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN -PLACE BI M � \�� ♦ - - - '- - 1JA0r' d 3� 03910 PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL = \ 06, �• �•� L Ig -1 ;5 VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED AND SHALL BE REMOVED Z 60• 2 WITHIN 30 DAYS THEREAFTER. EXISTING SILT FENCE ON -SITE SHALL BE �o 0 106 'R 6215 65 60.0' 3 B5 * 5 ' 14 905g65 53 y �,_ 1 MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE 4. GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT O IM E B B o 2 17 ( FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, 92 - o5Z 55 v S DIKES, HAY BALES, ETC., REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL TO 10 15 THE GRADING. ` L a d • ` \ 11 ✓ - rn - -- H GRADING CONTRACTOR WARE OF ALL EXISTING AND PROPOSED • THE GR D G TR CTOR MUST BE A r / , � g0 _ t \� \ C Os) �6 � • 8 1 .' � � k 3 p0 Co I 2�� ,-' a1 - ^ - UTILITIES 5� / of s _ m 50 - - ` 2p. / �� S .8 \ 5�9 60 I ` •- -, � / gW=10 8• � ' �9 � • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END 1064.0 G 1062.5 �0 0 '` OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED 10' -•st•o "r d~ Sc a9 e_. ! qa a 0.; n • 0 5'� I WO 10 h / x I+ ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 1oe4.o �� 5 ) 1 G 109.5 ,� I G 1041.9 _ �o5z o �I • STREET SWEEPING/CLEANING TO BE PERFORMED DAILY OR AS NECESSARY Ol 16 / r .._ <' `; J-x -_- / WR(1) p 4 a • INLET PROTECTION TO BE PROVIDED FOR ALL STORMWATER INLETS ' I 5 I Q I� e1 - � % ' 515 c � � - 60.?0 �Vv � � �o/ 10 1� ! I I / -t �• THE POND IS TO BE SEEDED WITHIN 72 HOURS AFTER FINAL GRADE IS ESTABLISHED �i / 5 4 0 �r I I 1052 s�• �( rt04 ao' 6 a • THE SITE SHALL BE STABILIZED WITH A 50B SEED MIX AND TYPE 1 MULCH IN . _4 \ ��/,�aloF .. ,/,'. ,r . ,o `�...1�p5�•5 ,.. 1.. , ....... � L..:.. .; J„ %• aa.8 r- • • � 100� ACCCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. fl�r` ! j041042.E N I 5g U5 $"-� / , ; ; ; PjQ..�;" - .�. �.�/ ` �o ►► : 5 • THE SITE MUST BE KEPT IN A WELL -DRAINED CONDITION AT ALL TIMES, THE I f CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER ��► / A �; 4 \ \ � ,-- \ � ,�..� !:• • • • ' �� e0 I - � \ � MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW loss POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE 1 NT (TYP) x J • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE. 1y N � ` - •� I `, ., , , 3 � � �09 � • HAUL HOURS AND ROUTES MUST BE CONFIRMED WITH THE CITY PRIOR TO /oh ,� g�% 6 3 ►�� a9 38. 10l BEGINNING WORK - -� - °t 5065 ' S\O '_ ��`�;�••:`;' �•; �q I %� • •' " ''P� .�, � ♦ G' �3 -. � �I 1�4/ • ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE PLACED AROUND THEM TO TRAP SEDIMENT - o y z a3� �- ` \ �0�� 1 I I c • THE PERMANENT POND USED AS A TEMPORARY BASIN SHALL BE CLEANED OUT o° / �y 40• •• T .. \ �. // \may' \ a ° \ 'g0 -� AFTER FINAL STABILIZATION OF THE SITE. y n ' ''� I • THE POND SHALL BE LINED WITH 2' OF CLAY MATERIAL BELOW TOPSOIL <, 100k2 • �o e� u� - - - I • ALL EXPOSED SOILS NOT TO BE GRADED FOR: ...: ...- . . , ., . - , 1 � ., • -, 3� , .� �� - � - - ;� _ 7 DAYS (Z 3:1 SLOPES), • 1 N S . _ \ ,�. �,o� ., • � 1 �; , ;-93 4..� 1 �.------ � / / 14 DAYS 10:1 TO 3:1 OR ` 21 DAYS (10:1 OR FLATTER) w- l� 1 1' �� "? Q I ✓ SHALL BE SEEDED AND MULCHED. 0' 50' 100' 150' ° o • ANY SLOPES LONGER THAN 75' IN LENGTH SHOULD BE BROKEN UP INTO SECTIONS O r I �(d ` �o`/�/ #, o �p0` 1 WITH BIO-ROLLS PLACED ON THE CONTOUR FOLLOWING BLANKET APPLICATION SL I t 1 d P�\ptJ 1 ? CJ j p • BITUMINOUS & CONCRETE REMOVALS LISTED ON THE GRADING PLAN WILL BE COMPLETED UNDER THE DEMOLITION CONTRACT. BENCH MARKS J � ep0 2g• '. #. \\ .032 I•-j0g0 .2 I I � - � • . �" �'' ' ` = �• • 1 z2 / - `a �' O •'• • •, I'� jj I TOP NUT OF HYDRANT LOCATED SOUTH OF ENTRANCE ON WEST SIDE OF GALPIN .�I p I ! 2. / o s O 1036. to 0 ':' ' I O� ry %P ELEVATION=1036.62 , Ory 25•00 ? I I p I f O J 0(0 O� /LEGEND. t :. � .� i 29•0 . • � I I i ,� p Opp DL M 5 +�j ' I / , DENOTES SOIL BORING L 4 I 6 / 28 ° X40 SOIL 1'LE / r; o , : ` : • • ' gyy : o / f __ DENOTES SILT FENCE (TYPE I, MACHINE SLICE, SEE DETAILS) AE tutA ( CTURE� J 5 � 4 �p _X w - ' :•, , �« ii ®■i l� DENOTES HEAVY DUTY SILT FENCE TYPE II SEE DETAIL 1D . INSTALLATIO _ I ® .� t \� I /� _ ( ) s , ,, - ` ` DENOTES TREE PROTECTION FENCE - DE-0.5' DE = 31.0 - _ ` ,,WALE BEH� D 8 x - - - _ - �980 - DENOTES PR�98o� DENOTES OPOSED ED STING CONTOURS OURS M B = 031. =1 4.0 =102 -- -- - 10/q \ Q1 TW=10\ 0.5 / - - - ---- - BW 28.0 TW-1022.0 NWL-1024.0 �� SILT FEN - - - - - - IF-�►� DENOTES PROPOSED STORM SEWER EDGE BW=102'8`0 I BW=10'1 HWL="1027�2 - � _ - - r-_orornT (TYP) TW= 24.Am - d.•• --- - - - 0-PD -"~� �_o,*�-••,,, 0 - -• - =10T =10 DENOTES EXISTING STORM SEWER F-1 /-1 / / 1 A / / x x BW- 4.0.. 6 f,-.. B 10. - I� 13pW>w'J -I LJ LJ l l l / / V - y? o ,,FENC€ E D P =1010 5 / _ ` t l� DENOTES EXISTING TREE LINE , =r r 9'EHIiX �' ,�,.I �° I �n / rl /�` I o I� REMOVAL LIMITS APPROXIMATEDENOTES TREE • / -- E " 1 ALL EDGE TO " _ ' ;; d 022.0 1 ,66.30 J-IEAVY DUTY / �� " ' BW=1018.0 111 DENOTES PROPOSED SPOT ELEVATION / SILT FENCE I A / /1 - / !� r i,' I F_-�y QIRE friN4�ER l l F-1 / I I T^ -' ^) (NP) / j ) ti' r L_ l \ J I 9g i l / I E.O.F. DENOTES EMERGENCY OVERFLOW �L_ / / .� I 61 DENOTES`/ I ( ELEVATION nl n / TlJ / �N CONTROL BLANKET V (MNDOT3885SIOATAGORY 3, WOOD FIBER 2S.) \ _ 01 7p� \p C �" ��o I DENOTES BIO-ROLL EROSION CHECKS / STRAW WATTLE E-15 20041064GDF02.DWG Date 02/21/05 sheet: 3 OF 6 r sue that the I was a �.Rce se near IO my Pinehurst atrer wpavieion at t th.t a em a prey 14xneya one or undo my Reddmm CRN Prepared for. Westwood Professional Services, Inc. EN� and 1<�e of the bannmM. 04/25/05 Revised Per City Comment: (CRN ePaT Grading Drainage & . �% jam` 07/O'/05 Revised Per s ( Comments ON Plowshares Development LLC. orlon Control Plan 7599 Anagram Drive lj/' 09/07/05 Pod Elevation: (CRN) 01/05/06 Revised Per Replat (AJM) Dnwm CRN Eden Prairie, MN 55344 (fie 1►Soehri pg 1851 Islce Drive West, Suite 550 Phone: 952-937-5150 Fax: 952-937.5822 vats OV05106 Lima No, 40M Record DMdAS by/deft Cil8I1il8s8eII, M1IlIIeSOt9 55817 QLBIfilA88e11, Minnesota 02005 Westwood Professional Services. Inc. )TE: SILT FENCE SHALL BE ORANGE IN COLOR t- U f a UU-) LO U-) M N 0 0 fU V) r L7 3 A 0 0 LO n v 0 0 (U 11 m 3 0 v 0 (U 'oil � n � MATS/BL/ SHOULD E INSTALLEE VERTICALL DOWNSLOF MP DIRT ER MAT/ 4NKET 3. SLOPE \�j \ TYPICAL SLOPE i ��j\/\ NON -WOVEN GEOTEXTILE SOIL STABILIZATION %� ISOMETRIC VIEW FILTER FABRIC UNDER NOTE: TYPICAL TREATMENT WET SLOPE LINING 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT EROSION BLANKETS & 2. LAY BLANKETS LOOSELY AND STAKE OR TURF REINFORCEMENTMATS SLOPE STAPLE TO MAINTAIN DIRECT CONTACT WITH INSTALLATION THE SOIL. DO NOT STRETCH SEDIMENT, ORGANIC MATTER, 3, AND NATIVE SEEDS ARE CAPTURED BEHIND THE WATTLES. STRAW WATTLES MUST BE PLACED ALONG SLOPE 1" X 1" STAKE OR REBAR AND/OR LIVE WILLOW STAKE 3/4" - 1 1/2" DIA. -20' SPROUTED 3p WALLOW STAKE. STRAW WATTLES TIGHTLY ABUT NOTE: 1. STRAW WATTLES ARE TUBES MADE FROM STRAW BOUND W/ PLASTIC NETTING. THEY ARE APPROX. 8" DIA. AND 20 - 30 FT. LONG. 2. STRAW WATTLES TRAP SEDIMENT AND REDUCE SHEET & RILL EROSION BY REDUCING SLOPE GRADIENT, INCREASING INFILTRATION RATES AND BY PRODUCING A FAVORABLE ENVIRONMENT FOR PLANT ESTABLISHMENT. 3. STRAW WATTLE INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE STRAW WATTLES WATTLE IN A TRENCH, 3" - 5" DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND WATTLE. OUTLET ELEVATION=998.0 3: y® �' '• __ l�J ICI` / � r 10:1 10' 3:1 2.0' CLAY LINER TYPICAL POND SECTION BENEATH OUTLET N.T.S. ELEVATION. 02 Note: Silt fence per MNDOT specifications, source 2000, machine sliced woven monofilament, 36"wide fastened steel T-Posts with 3(501b) tens strength plastic zip ties per T-Post. (Machine sliced) . g EROSION CONTROL FENCE - TYPE 1 T Posts 24" in ground Ties Min. Depth of silt fence embedment. Note: Type 2 silt fence is the some as type I with hay bales installed as per detail. Type 2 to be used to protect all wetlands. Hay or Straw Bales Tro •wtl aNke him th.,h b k 1.5 to 2e me iM1e gang Zip Ties sake WWw� Vlo.k qv edee are to Le 1w MM1 a nm-Daga mdb . EROSION CONTROL FENCE - TYPE 2 CITY OF SILT CHANHASSEN FENCE REVISED: 2-97, 1-02, 1-03, 1-04 DATE: 2-97 PLATE NO.: 5300 FILE NAME: 393_5300 OF BERM -�B UPSTREAM POND SIDE ao-B WIDTH AS INDICATED IN PLAN VIEW �B �l OF OVERFLOW r TOP OF BERM SECTION A -A INPRANOW^ WIDTH AS INDICATED TOP OF BERM TOP OF OVERFLOW F/G AND/OR RIP RAP IF INDICATED. STABILIZE TO BOTTOM OF SLOPE 1.0 3.� MPX 3' i MAX SECTION B-B POND OVERFLOW N.T.S. 3" BITUMINOUS WEAR COURSE TYPE 41WEA50055B 6" CL. 5 AGGREGATE BASE 100% CRUSHED ROCK MnDOT 3138-1 APPROVED COMPACTED SUBGRADE MnDOT SPEC. 2105 & 2112 BITUMINOUS TRAIL I hereby certify that this plea was paepnM by me as lender my ROddOK . direct eupervie3an arA that I son a duly licensed FROPMONAL Westwood Professional Services, Inc. Et�t ,mdw- Abe ><w. �e mianeeoh. 04/28/05 Revised Per City Comments 7599 Anagram Drive Eden Prairie, MN 55344 Chris MoehrL P.H Phone: 952-937-5150 Fax: 952-937.5822 IA6a 04/26/05 Liamm No. ` M FILTER FABRIC 6" MINIMUM DEPTH 1" - 2" WASHED ROCK 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE • NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITY OF ROCK CHANHASSEN C EN RA CEON REVISED: 1-98 DATE: 2-97 PLATE NO.: 3 FILE NAME: 393_5301 �01 I LOT CORNER ELEVATION 99 LOT NUMBER DRAINAGE ARROW 520.5 FINISH GROUND ELEVATION AT REAR OF PAD LQ 517.0 ( IF APPLICABLE ) 524.0 MINIMUM BASEMENT FLOOR 1 1 ELEVATION FRONT GARAGE SLAB ELEVATION < > N DRIVEWAY LO = GRADED FOR 6.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO, SWO = GRADED FOR 9.0 ' OR 10.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO = WALKOUT NOTE: LO = LOOKOUT R THE (1) INDICATES THAT THE GARAGE IS AN ADDITIONAL 1 BLOCK OR 0.7 FEET BELOW THE SLO = SIDE IDE LOOKOUT FIRST FLOOR ELEVATION. SWO = SIDE WALKOUT THE (2) INDICATES THAT THE GARAGE IS AN ADDITIONAL 2 BLOCKS OR 1.4 FEET BELOW THE FIRST FLOOR ELEVATION. TYPICAL LOT 71.-3A32 CONCRETE 4" CL 5 COMPACTED SUBGRADE CONCRETE WALKWAY NOTE �" a1^•^^i=�^^� filter Silt fence per MNDOT specifications, source 200, machine sliced woven monofilament, 36" wide fastened to steel T-Posts with 3(501b) tensile strength plastic zip ties per T-Post.(machine sliced) RUNOFF FILTERED WATER SECTION AA CITY OF OFF ROAD CB CHANHASSEN FILTER BARRIER REVISED:1-04 DATE: 2-01 PLATE NO.: 5302 FILE NAME:393_5302 0.5' (VARIES) EL. OF GROUND AT WALKOUT 9.0' or 10.0' BELOW GARAGE SLAB UNLESS OTHERWISE NOTED. SEE PLAN VIEW.. ti!k JT FLOOR 0.5' TOPSOIL 1.0' TO SUBGRADE ENGINEERED FILL SUITABLE BEARING SOIL (TIP.) 1 17' (MIN.) 1 3' 1 EL OF GROUND AT LOOKOUT 6.0' BELOW GARAGE SLAB UNLESS OTHERWISE NOTED. /I BASEMENT FLOOR 0.5' TOPSOIL -ENGINEERED FILL 1.0' TO SUBGRADE BEARING SOIL (TYP.) 17' l ENGINEERED FILL SUITABLE BEARING SOIL (TYP.) L 3.75' TO SUBGRADE 0.5' TOPSOIL DedRae3 CRN Prepared for: Drawn: CRN Plowshares Development, LLC. 101 Lake Drive West, Suite 550 Reond 13MLng in/deb Chanhassen, Minnesota 55317 T WITH 4" 2" L3.0' TO SUBGRADE 0.5' TOPSOIL Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 LU LU Lu w Z Z Z J 0 0 0 0 J J J J DIRECTION OF FLOW ON LOT STREET PROFILE 0.5 0.5' DIRECTION OF FLOW ON STREET LOT BENCHING R.O. W 3' 1 27' (17' to B/C Private) I rFINISHED GRADE AFTER HOUSE In FINISHED GRADE FOR PAD FILL BEARING SOIL (TYP.) WALK -OUT (WO) N.T.S. R.O. W 27' 17' to B C Private FINISHED GRADE AFTER HOUSE -FINISHED GRADE FOR PAD L-3.5' TO SUBGRADE - 0.5' TOPSOIL ENGINEERED FILL LOOK -OUT (LO) N.TS ENGINEERED FILL RAMBLER (R) N.T.S. SUITABLE BEARING SOIL (TYP.) R.O. W 7' to B C Private GRADE AFTER HOUSE GRADE FOR PAD SUITABLE BEARING SOIL (TYP.) Pinehurst OL ROADWAY la.[e7C1��:1�slyl4 Z ROADWAY ENGINEERED FILL (I ROADWAY ENGINEERED FILL I GRADING GRADE TO MATCH BACK INTO LTIMATE FINISH GRADE NO CLOSER THAN 10' FROM ROW FOR SMALL UTILITY INSTALLATION. E-15 20041064DGF01.DWG Date: 02/21/05 sheet 4 of 6 Grading Details 02005 Westwood Professional Services, Inc. DAT B V 1020. 00 DATDu s tDan.00 1 2 3 4 PM STA 52+90 PM E = 103IL54 A.D. 7.50 K - 20.00 15MW VC LP. ELEV = 1034.07 LP. STA = 51+02.39 PM STA = 61+00 PM ELEV = 1033.79 A.D. 568 K 7.04 40.00' VC m m + $ 7 r y Y 1 I H.P. ELEV - 1062.78 H.P. STA = 12+]5 PM STA = 13+50 PM STA . 11+00 PN ELEV - 1063.65 PM ElEV = 1061.15 A.D. _ -&00 A.D. -5.00 K - 2 00 H.P. EI2V 1p5]JB � _ ��- 5 6 PM STA = 54+35 PM EUV 1053.04 A.O. _ -7.00 K 19.99 14 Ov VC A g 1 I >1 w F i 50 51 52 53 54 AMBERWOOD LANE PL I_ 55 w'3f -1034.72 -1034M -103262 ] 6 9 10 11 PINEHURST DRIVE PM STA . 31+07 PM ELEV = 1064.93 A.D. _ -coo K = 2&00 1Do.0D' VC �I PM STA - 32+80 1O PM ELEV = 1057.25 - A.D. ZOO 11 n N K20.03 n + $ I 40.00' VC 'n 5 >>>I m �� a ♦n $ F + + DAruy azsv IOIS 00 12 13 PM STA - 40+65 PM ELEV - 1040.22 A.D. _ -0.70 K 28.56 I 1 1 20,00' VC DATUM MrV low 00 14 LP. EMV = 10.34.35 LP. STA 42+47.37 PM STA 42+50 PM ELEV 1033.38 A.D. 7.81 15 16 17 30 31 32 33 a0 41 42 43 HEMLOCK LANE EDGEWOOD COURT TYPICAL LOCAL STREET SECTION (31' BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION CL 30' ROW 0 7" 30' ROW I hereby cctlfy that this plea was prepared by me Or under my Revldone . direct aupervldOn and that I ara a duly acanaed PROFEWRONAL Westwood Professional Services, Inc. ��t nder�ta law 66na�Dta 04/26/05 Revised Per City 7. 7599 Anagram Drive Eden Prairie, MN 55344 Cbrl8 MOebriy pg Phone: 952.937-5150 Fax: 952-937.5822 Dam 04/26/05 Lt... No. 4M Dedgmed CNN «RN> Dnnm CRN Remd Dmft 1n/dde/d�he 18 DAITOV R LOOS OO PM STA = 2D+M PM ELEV = 1049.37 A.D. _ -4.00 K = 19.88 20 21 22 23 24 25 26 MANCHESTER DRIVE DATUM 6 JM000 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 LP. ELEV - 1M.50 LP. STA 61+01.16 PM STA = 61+DO PM ELEV = 1048.52 A.D. 3.39 $ K = 5.91 `ra' 20.00' VC s tl or` o n n n ob gg mo ri1 I` II II I a � 1 60 61 62 63 ADER WAY TYPICAL PRIVATE DRIVE SECTION W/PARKING ON ONE SIDE (.&o BACK TO BACK) PL - 10.00• .00• PARKING AREA VARIES ROLLS OF SOD BACK OF CURB (TYP) - -nr, "A01CC 1-1/2" MnDOT SPEC. 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" MnDOT SPEC. 2350 LVNW35030B BASE COURSE 6" MnOOT SPEC. 2211 CLASS 5, 100% CRUSHED STONE AGGREGATE BASE 24" MnDOT SPEC. 3149.26 SELECT GRANULAR BORROW COMPACTED SUBGRADE -♦AVE TO SOME SLOPE Prepared for. Plowshares Development, LLC. U51 Lake Drive West, Suite 550 Chanhassen, Minnesota 55317 TYPICAL PRIVATE DRIVE SECTION MY BACK TO BACK) 10.00• 10.00• SLOP�y i ROLLS OF SOD BACK OF CURB (TYP) 1-1/2" MnDOT SPEC. 2350 LVWE350308 WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" MnDOT SPEC. 2350 LVNW350308 BASE COURSE 6" MnDOT SPEC. 2211 CLASS 5, 100% CRUSHED STONE AGGREGATE BASE 24" MnDOT SPEC. 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE Pinehurst Chanhassen, Minnesota E-15 20041064DGF02.DWG Date: 02/21/05 Sheet 5 oP 6 Profiles and Street Sections U U to a o 0 0 In CD N (U n rn 3 0 U U W V to 0 v 0 0 a i rn 3 a v 0 v 0 0 N s7 ® 2005 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 F. •�'1 • • • M I"I� t. • M li:t 1 INSTALL SILT FENCE 2 GRADE SITE (3) FINAL STABILIZATION 05 01 05 -- 05 08 05 05 09 05 -- 05 29 05 05/30/05 -- 05/31 /05 1023.5 SLOPE OF GRAVEL 2:1 OR FLATTER — 1020.0 Lo .'Q WASHED GRAVEL ff 24" DIA. CMP OR RCP PIPE RISER - TEMPORARY PERFORATED OUTLET (24" RISER) NTS DITCH GRATE, STOOL TYPE, NEENAH R-4341—A OR EQUAL SECURE TO RISER SECTION WITH 4 BRACKETS -- GALVANIZED WIRE MESH FILTER FABRIC WITH 1 /4" SPACING 3" DIA. HOLES SPACED AT 5-3/8" ON CENTER . . a.. •: Q: . Q _a:. 12" DIA. PIPE 1014.0 36" DIA. PRECAST CONCRETE MANHOLE SLAB (SECURE TO RISER WITH 4 BRACKETS) 1015.0 RF\/ a/an/na rin • SWPPP NARRATIVE THE SITE CONSTRUCTION WALL CONSIST OF GRADING FOR ROADS AND SINGLE FAMILY RESIDENTIAL DEVELOPMENT. THE MOST CONCENTRATED SEDIMENT DISCHARGE POTENTIAL IS AT THE SOUTHWEST CORNER OF THE SITE WHERE AN EXISTING RAVINE DRAINS THE WESTERN PORTION OF THE SITE TO THE SOUTH. THE SECOND SEDIMENT DISCHARGE LOCATION WILL BE THE CENTRAL SOUTHERLY PROPERY BOUNDARY. A PROPOSED POND WILL RECEIVE WATER FROM THE MAJORITY OF THE SITE UNDER PROPOSED AND EXISTING CONDITIONS. EFFORTS ARE PROPOSED TO REDUCE THIS POTENTIAL WITH SILT FENCE, BIO—ROLL EROSION CHECKS, A TEMPORARY OUTLET FOR THE POND AND EROSION CONTROL BLANKET. THE STORM SEWER WILL ULTIMATELY CONVEY THE MAJORITY OF THE SITE DRAINAGE TO A DOWNSTREAM POND. SILT FENCE WILL BE INSTALLED FIRST AROUND THE PROJECT PERIMETER OF THE SITE. ONCE THE SILT FENCE IS INSTALLED, THE PROPOSED POND SHALL BE CONSTRUCTED AND CONNECTED TO THE EXISTING STORM SEWER STUB IN MANCHESTER STREET WITH A TEMPORARY OUTLET RISER AND OUTLET PIPE PRIOR TO GRADING THE REMAINING PORTIONS OF THE SITE. ONCE THE SITE HAS BEEN STABILIZED, THE TEMPORARY EROSION CONTROL MEASURES MAY BE REMOVED. WESTWOOD PROFESSIONAL SERVICES WILL ASSIST THE OWNER WITH REPORTING AND FIELD OBSERVATIONS. WESTWOOD CAN ALSO MAKE RECOMMENDATIONS TO THE OWNER IF CHANGES ARE NEEDED IN THE FIELD TO HELP REDUCE EROSION POTENTIAL OF THE SITE. ALL DIRECTION FOR CHANGES OR REPAIRS TO EROSION CONTROL SHALL BE ROUTED THROUGH WESTWOOD. WESTWOOD WILL COORDINATE ANY CHANGES WITH THE OWNER AND CONTRACTOR. POLLUTION PREVENTION MANAGEMENT MEASURES I PAPER PLASTIC FABRIC SOLID WASTE: COLLECTED SEDIMENT ASPHALT AND CONCRETE MILLINGS FLOATING DEBRIS, CTI DEMOLITION RI AND OTHER WASTES MUST 8 DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA CONSTRU ON AND DEMOL ON DEBRIS E REQUIREMENTS. HAZARDOUS MATERIALS: OILS, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCE MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE NTH MPCA REGULATIONS. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES IS NOT ALLOWED ON SITE. NO ENGINE DEGREASING IS ALLOWED ON SITE. EROSION CONTROL NOTFS: • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN —PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON —SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • THE SITE MUST BE STABILIZED WITH A 508 SEED MIX & TYPE I MULCH IN ACCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. • ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE PLACED AROUND THEM TO TRAP SEDIMENT. • THE SITE SHALL BE STABILIZED WITHIN 48 HOURS OF FINAL GRADE COMPLETION. • SITE SOILS ARE TYPE "B" • A PERSON KNOWLEDGEABLE IN EROSION AND SEDIMENT CONTROL MUST BE APPOINTED BY THE CONTRACTOR TO OVERSEE THE IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN PRIOR TO THE START OF CONSTRUCTION; PROVIDE INSPECTIONS, AND INSURE MAINTENANCE OF BMPS; ADD ADDITIONAL BMPS AS NECESSARY; PROVIDE CHAIN OF RESPONSIBILITY. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. • INLET PROTECTION TO BE PROVIDED FOR ALL STORM WATER INLETS • ALL EXPOSED SOILS NOT TO BE GRADED FOR: 7 DAYS (2 3:1 SLOPES), 14 DAYS (10:1 TO 3:1), OR 21 DAYS (10:1 OR FLATTER) SHALL BE SEEDED AND MULCHED. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES IN ACCORDANCE WITH NDPES • THE SITE MUST BE KEPT IN A WELL —DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE. • HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK. • TOPSOIL RESPREAD SHALL BE 0.5' ON PADS AND 0.5' ON OTHER GREEN AREAS. • DEWATERING SHALL BE PERFORMED IF NECESSARY & WITH FLOATING PUMPS TO REDUCE DISCHARGE OF SEDIMENT. • CONSTRUCTION SITE ACCESS SHALL BE MAINTAINED FROM GALPIN BLVD. A ROCK CONSTRUCTION ENTRANCE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. EXISTING BITUMINOUS ACCESS SHALL BE MAINTAINED AND SWEPT/ CLEANED AS NEEDED TO MINIMIZE MATERIAL FROM BEING TRACKED ON TO GALPIN BLVD. NOTE: ADDITIONAL EARTHWORK RELATED TO THE CONSTRUCTION OF THE TEMPORARY BASIN IS INCIDENTAL TO THE CONTRACT DENOTES SOIL BORING DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE DENOTES EXISTING CONTOURS 980 DENOTES ULTIMATE CONTOURS DENOTES TEMPORARY CONTOURS DENOTES EXISTING STORM SEWER F ►►� DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE W� REMOVAL LIMITS x 856.3 DENOTES EXISTING SPOT ELEVATION 66.30 DENOTES PROPOSED SPOT ELEVATION DENOTES BIO—ROLL EROSION CHECKS DENOTES EMERGENCY OVERFLOW E.Q.F. ELEVATION DENOTES TEMPORARY EROSION CONTROL BLANKET DENOTES TEMPORARY DITCHING DD DENOTES TEMPORARY STORM SEWER 0' 100' 200' 300' E-15 20041064ECF01.DWG Date 02/21/05 Sheet 6 of 6 t tit ttd. wa. pfeP.ed by me es wd MyRevislaw Prepared Pinehurst Westwood Professional Services Inc. �t �andAlse d� °N"` °°' �"" f� Storm Water Pollution . , 07 52 05 Revised Per Carver Soil e: Yloter;oneerwtion Dlatrict (DRN) Plowshares Development, LLC• 07 05 05 R" d Per Ca Comments CRN m1C7101& QlM 7599 Anagram Drive Dnwm CqN Prevention Pan Eden Prairie, MN 55344 • MoehrL Pg 1851 Lake Drive west, Suite 550 � Phone: 952-937.5150 Fax: 952-937-5322 Deft 07/05/05 Liaesee Nm 4080 Reseed Pm6 brldees Chanhassen, Minnesota 55317 Chanhassen, Minnesota 2005 Welt ... J Prates!"" SeMces, inc Construction Plans for Grading, Drainage and Erosion Control for Pinehurst Chanhassen, Minnesota Prepared for: Plowshares Development, LLC. 1851 Lake Drive West Chanhassen, Minnesota 55317 Contact: Nathan Franzen Phone: 952-361-0832 Fax: 952-361-0833 Prepared by ". Westwood Professional Services, Inc 7599 Aregan Dwhe Edm inHe MN S5i*i 911vs l97-93741M �967d17$ Project number: 20041064.00 Contact: Chris Moehri, PE CITY OF CHANHASSEN RECEIVED JAN 0 6 2006 CHANHASSEN PLANNING OEPT RVDEX S11W NO. DESCR=ON 1 COVER 2 GRADING DRAINAGE & EROSION CONTROL PLAN (WEST HALF) 3 GRADING DRAINAGE & EROSION CONTROL PLAN (EAST HALF) 4 GRADING DETAILS 5 PRORLES AND STREET SECTIONS 6 STORM WATER POLLUTION PREVENTION PLAN Vicinity Map ST. �dY HILL o q 0 W.6Sth ST a? 22. Z3.r 3 CRESTVIEW D J C)?ESTVIE q CIR. D / N U LAKE LUCY OAD LAKE �Lucy (Nut to scde) City Project #05-03 NO. DATE REVEION SHEM 1 04/25/05 Revised Per City Comments (CRN) All 2 07/05/05 Revised Per City Comments (CRN) 1-3 & 6 3 09/01/05 Pad Elevations (CRN) 1-3 4 01/0506 Revised Per Replat (AJM) 1-3 Construction Plans for Grading, Drainage and Erosion Control for Pinehurst Cha„> ' Nino Dftr 02/2VO6 sbemL 1 d 6 Weateood Profeulply Sankt, I ". I r�•r.rrrEl.�w.ry��r� . Westwood olessional5ervicn,Inc.x"TA.rr yr � (r �Plowshares Development LLC H»i r��H i� Naw.eyn.+•R°•i.e I•w:nzanaHm •.�eT:-uTs•zz O6 PE � . 1851 take DNve West, Salve 559 NXr OI/66/06 Mr. R• 4 r.rroe• HET.-..h Nft m SSD7 Cab 48 HO before diggMg: GOPHER STATE ONE CALL TKie Clty Area 651-454-0002 W. TNI Free 1-800-252-1166 GENERAL GRADING k DRAINAGE NOTES: • ALL CONTOURS AND SPOT ELLVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. • REFER TO ME STE PUN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOQUPHKC FEATURES WITH ME OWNERS AND FlED-VERIFY PRIOR TO CONSTRUCTION. ME CONTRACTOR SHAH MMEDIAM-Y NOTIFY TIE ENGINEER OF ANY DISCREPANCIES OR VARATIONS FROM PLAN. • ME CONTRACTOR IS TO CONTACT GOPHER STATE 'ORE CALL' FOR UTILITY LOCATIONS AT (651) 454-ODD2 • ALL CONSTRUCTION SNALL CONFORM M LOCAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS • POSITIVE DRAINAGE FROM ME SITE MUST BE PROVIDED AT ALL TIMES N ACCORDANCE WITH NPDES PERMIT. • ALL RETAINING WALL EEVATONS REPRESENT FINISHED MADE OF SOL AND DO NOT REPRESENT BURY • TOPSOIL RESPREAD SHALL BE 0.V ON PADS AND 0.5' ON OTHER DREEN AREAS. • ALL CONSTRUCTION E DEWATERING SHALL a IN CONFORMANCE WITH NPDES REQUIREMENTS • ALL RETAINING WALLS SHALL BE DESONED BY OTHERS • WETLAND BUFFER AREAS SHALL BE STAKED AD SHED IN ACCORDANCE WITH ME GTYS WETLAND ORDINANCE BEFORE CONSTRUCTION • ALL SILT FENCE AND OTHER EROSION CONTRITE FEATURES SHALL BE IN -PUCE PRIOR TO ANY EXCAVATION/CONSTRUCTION AHED SHALL BE MAINTAINED UNTIL WATLE TURF OR GROUND COVER HAS BEEN ESTABLISHED AND SHALL BE REMOVED WITHIN 30 DAYS THEREAFTER. EXISTING 3T FENCE ON-STE SHALL BE 1U NTANED AND OR REMOVED AND SHAL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL TEMPORARY POIDING DIKES. HAY BALES ETC.. REQUIRED BY AGENOES/OWNER SHALL BE INCIDENTAL TO THE GRADING. • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UPUTIES • ALL STREETS DIS URSED DOING WORKING HOURS MUST BE CIEMM AT ME END OF EACH WORKING DAY. A ROOK ENHANCE TO ME SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • STREET SWEEPING/CLEANING TO BE PERFORMED DAILY OR AS NECESSARY • INLET PROTECTION TO BE PROVDED FOR ALL STORIMWATER INLETS • ME POND IS TO BE SEEDED WITHIN 72 HOURS AFTER FINAL GRADE IS ESTABLISHED • THE Sin SHALL BE STABILIZED WITH A SOB SEED MIX AND TYPE 1 MULCH N ACCOORDANCE WIM MINDOT 2575 UNLESS OTHERWISE NOTED. • THE SITE MUST BE KEPT N A WELL -DRAINED CONDITION AT ALL TIMES ME CONTRACTOR SHALL BE REWOLSBIE FOR TEMPORARY DITCHES PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PRONGED WITH A POSTIW OUTFLOW. • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS STREET SWEEPING SHA - BE CONCURRENT WTH EARTHWORK ON SITE • HAUL HOURS AND ROUTES MUST BE CONFIRMED WITH ME CITY PRIOR TO BEGINNING WORK • ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE PLACED MOUND MEN TO TRAP SEDIMENT • THE PERMANENT POND USED AS A TEMPORARY BASIN SHALL BE CLEARED OUT AFTER FINAL STABRIIATON OF THE SITE • THE POND SHALL BE LINED WIM Y OF CLAY MATERIAL BELOW TOPSOIL • ALL EXPOSED SOILS NOT TO BE GRADED FOR: T DAYS (2 &I SUOPES)L 14 DAYS (1111 TO al). OR 21 DAYS (MI OR FLATTER) SOUL BE SEEDED AND MULCHED. • ANY SLOPES LONGER MAN 75' IN LENGTH SHOULD BE BROKEN UP INTO SECTIONS WITH BIO-ROUS PLACED ON ME CONTOUR FOLLOWING BLANKET APPIUCATKN • BITUMINOUS A CONCRETE RETIOVAES LISTED ON THE GRADING PLAN WILL DE COMPLETED UNDER THE DEMOLITION CONTRACT. BENCH MARKS TOP NUT OF HYDRANT LOCATED SOUTH OF ENTRANCE ON WEST SIDE OF GALPN EIEVATIOM-1036.62 �Q V' OFTNOTFS W. FORM DENOTES SILT FENCE (TYPE I, MACHINE SLICE, SEE DETAILS) ■ WIN III I DENOTES HEAVY DUTY SILT FENCE (TYPE II SEE DETAIL) aer. DENOTES TREE PROTECTION FENCE -980— DENOTES EOSTNG CONTOURS X —980— DENOTES PROPOSED CONTOURS /-10 I DENOTES PROPOSED STORM SEWER D-w- DENOTES EXISTING STORM SEWER DENOTES EOSTNG TREE UNE DENOTES APPROXIMATE TREE rv-ey-� REMOVAL LIMITS •'� DENOTES PROPOSED SPOT ELEVATION EnF DENOTES EMERGENCY OVERFLOW ELEVATION DENOTES EROSION CONTROL BLANKET (MNDOT 3885. CATAGORY 3. WOOD FIBER 25) Vp� DENOTES GIO-ROLL EROSION CHECKS / STRAW WATTLE E-PI 3WN1p61®f010•L I>.tc 02/21/05 eA.e 2 GF 6 Pinehurst Grading Drainage k KRuvhe•een. Erosion Control Plan 1Mineaofa Inc E Bp T, ORGAIIIC YATIFR. ' NA IUTM1E 5£IDa 3. A(E WTEED BRwD TIE WAT11E5 1 % 1' STAIQ OR PFBAR ANO/gt \ uNE w1uoW STATE /-SIMW WATllE3 QED � STAGE NOTE %`.'-.... — 1. STMw YMTRFS ARE lUIwS WA ARCM STMW BOUND W/ RASTK NETRNG. 14EY ARE Ait#OK B' dA AND 20 - 30 R. LONG 2 SIRAw WATRES 1RAP SINIENT AND REDUCE SEET ! RLL ERD"I BY 1EUICNC SOPS WABENT. INCREIISNC NFLTRAl1U1 RATES AM BY PRT= A FAYdTAILE ENMRIIEll fbt RANT ESEABUSNEUT. I STRAW WATRE NSlALLhDN REOWES TE RAGEaLNT AND g 3TA0M0 W TE wAT11E N A TPQlfll, ]' - a" DF.EY. UA SiRAW WA77TE3 011 00KRAUR. NUNOFF OUST MOT BE AUJIVEO M BUM UUOt OR ARCIID wATTE TLET EIEVATNMN-1116.0 3: 10.1 10, 3.1� TMCAL POND CEM"E'tlVJ BENEATFI 0U EET NJ.& ELEVATION. NOTE: SLT FENCE SMALL BE ONM(E IN COLOR 9M TIsb XeyW xe a ap St bNe W MDOT rorlW'W.6.A sour. ZM eNne dicol m on.Ranml, 3VfaMmcl I. _ sled T-P.ts vrlM1 .1(506) tmde simgm pbslk zip I. per T-PNL (MOdine a wr ERO90N CONTROL FENCE - HYPE I Ndc Tpe 2 dt Eel. a Uc mre . EARN I .RN NPy bdn ietplei . PB dell_ TWe 2 b be omi tR pret.t d .1 zip Ties - ....... EROSION CONTROL FFNC CfTY OF SLT cMUM FENCIE love:~>. 1.oa w.H. ove 2-97 PNF o, MW _T e.Ewe� mILII a ®el NI u ar.%n w rvx IE1 B B A A UPSTREAM POND SIDE B B >m.OWmn 11P 6 F.I •t'r M4# I.U' SECTION AAaMlewuw� n rowan !a a ewl !a oF a "It NeM R RM w N1G1FP SMy� m BJIIW 6 91F£ 1. Yl dN� ki MAY SECTION B-9 /BUG FILTER FABRIC' 6' MINIMUM DEPTH 1' - Z' WASHED W 18 ' MINIMUM CUT W BERM ZO VTNLWM TO MINIMIZE RUNOFF FROM SlE NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROC¢ TO STOP MUD MIGRATION THROUGH ROCN. CfTY OF ROCK NTRAME C�TAl1CT10N saexaess�r E 2-97 1.. 5301 C RMI r AMIN 99 LOT NUMBER iDRAINAGE AIeNW 520.5 RMSf GROUND B AMON AT BEAR M PM LO 17.0 ( IF APRUu ) 524. MNMAN BASIEINT fLOOX J DEVA" iPUR GARATE S A) B ATNN ID - GRMED FM EV OW —AT . —. P M91 IAQM fl£/AIRN AT B NL Ci PM To mGNr GARAGE YAB E)EVAT%N 110. SMO -GRACED FM G0 . OR lnd GBFEPFHCE FROM FINISH DRUM FTEYAINN AT BEAR GE PM N FRUIT GARAGE SLAB EIEVAIIUL Bo - Wutlrt NOTE w mart t .eWP TIE (11 NdGIEa MAT ME GARAGE DI ,W - m� AL 1 BLOC( 011 a] FEET BROW TK fRSi FLOOR EIEVATNYI pp . ]pE WY1tgrt DE 2 N%G1E$ TART RE GARAGE IS AN 2 BLOIX6 M 1.4 FEET BROW ME FRQT BOOR 6 AMDL- iYPNYL LOT Y BIlluMINWS WEAR COURSE TYPE 41WEA500558 6' CI- 5 AGGREGATE BASE 1UDY CRUSHED ROCK MoDOT 3136-1 APPROVED COMPACTED SUBMADE 8'-3A32 CONCRETE MnDOT SPEC. 21M k 2112 CUIPACIED SIBGRADE BITUMINOUS TRAIL CONCRETE WALKWAY ns NOTE: Sift fens Per MNDOT W—fitltllione, eau 200, oncsclIin. sikE e monov0 iRammt, 36• vide fmlened to iteet T-Posts with 3(5Ub) tense. W.,tlI plosbc zip lW. Per T-P..Qn,.onn. dked) — T C,Mrry OFy OFF ROAD CB Mfli USBZ/ FILTER BARRIER ®tb w 2-01 s3oz off � as rows Ltl m wmin. f/IMi . DIP.) � wpNm®Tu �I.nm YAzers a (m.) —(TW.) �A3 m uvKt OS IVAa v m PA%WIA lamA Cdl 48 Ham before &Wing: GOPHER STATE ONE CALL Twin City Aron 651-454-0002 Mo. Toll RN 1-800-252-1166 � 7 7 9 4 9 OREOI WNW ROW OR LOT SMEET PRCNE nV —Z 0.5 gRECTpN OF ROW d! SIPRT LAT BEMpIq WALK-0UT (Wo) MT.S as ro91. WF o.e IWa< RAMBLER at) �waAnlm ru �YNeN a 01P0 e omAY UMC.w-oI roe A6w (POWYY P.•YE Y111 TINY wrlR ra PIW esw® ru �rAwa � l*W.1 ..rY r. rAl GRADING GRADE TO PATCH BACK NM LTIMATE FINISH GRADE NO CLOSER THAN 10' FROM ROW FM SMALL UTILITY NSTALLARON. P� BFMw el (M.) N E-15 2 4106Y 01.OK, DWw 02/21/05 � S a 6 Pinehurst Vft tvvood Pldessiorel Services. Inc. w.rA mr I e eeQe° !d Grading gi' m Plowshares Development, LLCe T-�-l- 3N My.n Orlw 1..�� N,e.`xiaa]aPN r�Na-m.Fo2 ob )b.Yd. Pa yam`_,.. �z 1BBI IaIx iJzfwe W.+E, SaYe 90 n+ �� u._ r. � E>� Aflmmh SAO ar.nA.rn_ LNnrrY. . 2005 Inc PL PINERURST DRIVE TYPICAL LOCAL STREET SECTION (31' BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION CL 30' ROW 10' 15.5- DRAINAGE & UTILITY 14.5' EASEMENT BOULEVARD - 2.0% SLOPE I ". r_YaI rIYYW �IT�b��k1 Westwood Pr�lServices,Inc. Fd* Mr.2,AV s3., ra ,w.t+ssa3T.:,» ea ass-vTau yr 03/2b/OS ,3.� n. 43657 ..K. 1.1'IT ••.' -• Call 46 Ha before Aggi g: GOPHER STATE ONE CALL TN CWr A� 651-454-00G2 W. TM Free 1-BOD-252-1166 a it 3: ADER WAY TYPICAL PRIVATE DRIVE SECTION WMARIMG ON ONE SIDE (28' BACK TO BACK) PL 30ROW 15.5' g SIDEWALK 8.5' 1 BOULEVARD SLOPE 20% SLOPE /27 - MnDOT 23M LVWE35G308 WEAR COURSE )OT SPEC. 2357 BITUMINOUS TACK COAT - Mi,DOT 23W LVNW35OWS BASE COURSE - CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE W,DOT 3149.28 SELECT GRANULAR BORROW IPACTED SUBGRADE ,em PARKING ER AREA � xa2s a sm 6.01 v als 11+r) ,-,/r ,emT srcn 2350 �wTxo3m rw � W T 4EL 2Y) 3111WgR TM p T r 1 T SpEL 3}%1 l`MINAYB Bl4 LYMIH r ,wor svrz ml aAa A +oos uusen smc .M' ECATC ews[ 2r root 4EC M. W 31ECT 4,i.V,IM1M eflLtuY cor2.cBn slearac ou JAGE & UTILITY EASEMENT NOTE PRIVATE UTILITIES WILL HAVE TO BE INST& m IN THE ROW IN SOME CASES DUE TO RETAINING WALL RESTRICTIONS. SEE PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK r epved f e Plowshares Development, LLC. r- M Llx Drive Wet, Sm SW �lell.F! _r/C rrY� CLeMeeen, Mferreoh 553V TYPICAL PRIVATE DRIVE SECTION (W BACK TO BACK) ,-,!r.o T 4 Q t lvczwwe r cartSE r m . 23T ■eArMLVS 1A 0. T r I T AEG 2150 Lww]w.m aAa cdMY r IeQ]T srcc a„ aws a ,00e ausrtn sTwc .GfA£G.TE esT W HOOT 9 a 31.92E S V G.rlM1AR BGMJW an.n[n sern.oE e-is zonnovw�=:z�wc 02/21/05 Rr2 5 Oe 6 Pinehurst Profiles and Street Sections PINEHURST HOMESITE AREA AND IMPERVIOUS SURFACE CALCUL Lot' Block Replat Size S.F. Replat Size 1 Acres Replat 25% Imp. Private Road Imp. S.F. 1 1 18,000.30 0.41 4,500 2 1 18,001.50 0.41 4,500 3 1 18,532.00 0.43 4,633 4 1 20,477.80 0.47 5,119 5 1 18,433.90 0.42 4,608 6 1 18,000.40 0.41 4,500 7 1 18,278.40 0.42 4,570 81 11 18,008.10 0.41 4,502 9 1 27,440.40 0.63 6,860 10 1 30,704.60 0.70 7,676 5,271.90 11 1 23,900.50 0.55 5,975 2,289.70 12 1 19,618.70 0.45 4,905 13 1 19,088.40 0.44 4,772 14 1 34,000.00 0.78 8,500 3,575.20 15 1 33,690.401 0.77 8,4231 3,567.50 161 1 25,885.50 0.59 6,471 1,765.40 17 1 21,286.60 0.49 5,322 2,130.30 18 1 21,354.00 0.49 5,339 19 1 18,698.80 0.43 4,675 20 1 18,537.90 0.43 4,634 21 1 18,000.30 0.41 4,500 22 1 18,001.10 0.41 4,500 23 1 19,786.301 0.45 4,947 241 1 20,221.70 0.46 5,055 251 1 21,275.00 0.49 5,319 26 1 19,745.10 0.45 4,936 1 2 19,711.10 0.45 4,928 2 2 18,349.10 0.42 4,587 3 2 22,372.70 0.51 5,593 4 2 21,819.00 0.50 5,455 5 2 22,868.401 0.52 5,717 6 2 18,977.20 0.44 4,744 71 2 19,385.70 0.45 4,846 1 3 18,297.20 0.42 4,574 2 3 18,007.80 0.41 4,502 3 3 18,292.40 0.42 4,573 4 3 18,125.40 0.42 4,531 5 3 18,134.20 0.42 4,534 6 3 21,416.70 0.49 5,354 7 3 21,437.80 0.49 5,359 8 3 18,668.7010.43 4,667 By Lundgren on 1/6106 from PinehurstDraftFnalPlatl-6-06.pdf Lundgren File: PINEHURSTReplatLotTabl-26-06.xis Printed on 1/27/2006 at 9:58 AM PINEHURSTReplatLotTab1-27-06.xls PinehurstAreasBase