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HomeMy WebLinkAbout2004-057 Council ResolutionCITY OF LINO LAKES RESOLUTION NO. 04-57 RESOLUTION APPROVING AN APPLICATION FOR A CONDITIONAL USE PERMIT FOR A RESIDENTIAL PLANNED UNIT DEVELOPMENT AND A DEVELOPMENT STAGE PLAN/PRELIMINARY PLAT FOR THE PROPOSED HIGHLAND MEADOWS EAST 2ND ADDITION WHEREAS, the Lino Lakes City Council makes the following findings: Findings 1 TSM Development has requested approval of a conditional use permit for a residential planned unit development (PUD) and a development stage plan/preliminary plat for the PUD. 2. The comprehensive plan guides the site for land use category Medium Density Residential: 3 -6 units per acre. The maximum allowable density within an urban residential PUD shall be consistent with the density directives of the Comprehensive Plan, as stated in the zoning ordinance, Section 2, Subd. 10.D.3., Urban Residential Planned Unit Development Requirements. 4. The site, currently described as Outlot A, Highland Meadows East, includes 3.47 acres south of 79th St. The application includes 23 dwelling units, for a net density of 5.19 units per acre. 5. The site is to be rezoned to R -3, Medium Density Residential, as approved by Ordinance 10 04. 6. The Lino Lakes Growth Management Ordinance, Ordinance No. 01 -03 establishes a goal to limit new growth in the city to an average of 147 new housing units per year, with discretion to exceed this target by 20 %. The project falls within the 147 goal for year 2005. This project shall not be final platted until 2005. 7. The Planning & Zoning Board opened a public hearing on the application on March 10, 2004 and closed it on April 14, 2004. NOW, THEREFORE, BE IT RESOLVED that the Lino Lakes City Council hereby approves the application for a conditional use permit/planned unit development and development stage plan. BE IT FURTHER RESOLVED that the following conditions of approval apply: The project shall not be final platted until 2005, as dictated by the growth management policy. 2. Issues discussed in the City Engineer review of July 13, 2004 must be addressed to his satisfaction. 3. Drainage and utility easements shall cover the ponds and stormwater facilities. 4. The normal drainage and utility easement around a property boundary is accommodated by an easement covering all of Lot 1-except for the southeast corner of Lot 2. An additional 10' easement there must be dedicated to the City. Sanitary sewer and water utilities in the private drive shall be City facilities, just as they would if it were a public street right of way. 6. Park dedication of $1,665 per unit shall be paid: 18 units for a total of $29,970. 7. Landscaping plan shall include one additional Black Hills spruce directly north of the guest parking stalls between units 16 and 17 for a total of six. The trees to be planted in the southwest corner, behind units 9, 10, and 11, must be located so as not to interfere with the stormwater pipe there. The project must adhere to permit requirements of the Rice Creek Watershed District. The permit must be obtained before the City will approve the final plat. 9. A street light and stop sign shall be added at the access to 79th St, at the developer's cost. 10. Building elevations submitted June 30, 2004 are acceptable as long as they include vinyl shake in gable ends on all sides. 11. Association declarations /covenants shall be submitted to the City Attorney for review prior to final plat approval. BE IT FURTHER RESOLVED that his approval is based on the following: Existing Conditions Plan, received June 30, 2004 Preliminary Plat, received June 30, 2004 Preliminary Grading & Erosion Control Plan, received June 30, 2004 Preliminary Utility Plan, received June 30, 2004 Tree Preservation Plan, received June 30, 2004 Landscape Plan, received June 30, 2004 Building Elevations, received June 30, 2004 Resolution 04 -57, page 2 Adopted by the Lino Lakes City Council this 24 t'" day of u(Y , 2004. • ATTEST: Ann Blair, Cit JClerk AIO At . _ Ber: = on, ayor Resolution 04 -57, page 3 STAFF ORIGINATOR: C. C. MEETING DATE: TOPIC: VOTE: BACKGROUND AGENDA ITEM 6 F Jeff Smyser July 26, 2004 i) First Reading, Ordinance 10 -04: Rezoning From R -1 to R -3 ii) Resolution 04 -57: Conditional Use Permit for Planned Unit Development and Development Stage Plan/Preliminary Plat iii) Continued Public Hearing: Ordinance 08 -04, Vacating , Drainage and Utility Easement Highland Meadows East 2nd Addition i) Ord. 10 -04, rezoning ii) Resol. 04 -57, CUP/PUD and plat iii) Ord. 08 -04, vacating easement 3/5 3/5 4/5 TSM Development has requested approval to develop Outlot A of the Highland Meadows East development, approved in 1999. The comprehensive plan guides the site for medium density residential use. The applicant requests rezoning to R -3 Medium Density. The request also includes a Planned Unit Development (PUD) in order to allow for a private road and other departures from standard zoning requirements. A preliminary plat also is required with the PUD. An existing drainage and utility easement must be vacated for the project. The project also requires a site plan review for the townhomes. This typically is an administrative review. However, it is an inherent part of the PUD, so it will be discussed here. Therefore, to accommodate the proposal, the following approvals are necessary: 1. Rezoning from R -1 Single Family Residential to R -3 Medium Density Residential 2. Conditional Use Permit for a residential Planned Unit Development 3. Development stage plan/preliminary plat 4. Vacation of drainage and utility easement. ANALYSIS The following is a summary of the of the proposal: Gross Site Area 3.47 Upland Area 3.47 Total Units 18 Gross Density 5.19 units /acre Net Density 5.19 units /acre acres acres Comprehensive Plan, Land Use and Zoning Highland Meadows East 2nd Addition page 2 The table below identifies the existing land use and zoning as well as guided land uses for the area. Location Existing Land Use Guided Land Use Existing Zoning Site vacant Medium Density Residential R -1 North single family residential Medium Density Residential R -1 South single family residential & commerc. greenhouse Medium Density Residential R -1 East vacant Medium Density Residential R -1 & R -2 West residential, townhomes Medium Density Residential R -3 PDO The site is guided for Medium Density Residential land use. This accommodates 3 -6 units per acre. Growth Management: MUSA Reserve: The comprehensive plan and the growth management policy establish a specific number of MUSA acres for residential growth for stage one (prior to year 2010). The site is within the current MUSA, so no reserve allocation is needed. Growth Management, Units /Year: The comprehensive plan and the growth management policy establish a specific number of dwelling units of residential growth for stage one (prior to year 2010). The goal is 147 per year. The City Council has the flexibility to exceed the limit by 20% (29 units) in a year without amending the comprehensive plan. The goal for 2004 has been exceeded and the additional 20% also has been used. This means that new development cannot be final platted until 2005. This applies to this project, and is a condition of approval. As seen in the table at the end of this report, year 2005 can accommodate this project without exceeding the annual goal. Only 115 lots have been approved for 2005, so there are lots available. Adding 18 units will bring the total to 133. Planned Unit Development: Development Stage Plan/Preliminary Plat Section 2, Subd. 10 of the zoning ordinance discusses the purpose of a planned unit development (PUD). The application should be compared to these purposes in order to justify the flexibility allowed by a PUD. Purpose and Intent. The purpose of this section of the Zoning Ordinance is to provide for the grouping of lots or buildings for development as an integrated, coordinated unit as opposed to traditional parcel by parcel, piecemeal, or sporadic approach to development. This section is intended to introduce flexibility of site design and architecture for the conservation of land and Highland Meadows East 2n° Addition page 3 open space through clustering of lots, buildings and activities, which promote the goals outlined in the Comprehensive Plan or serve another public purpose. It is further intended that planned unit developments are to be characterized by central management, integrated planning and architecture, joint and common use and maintenance of parking, open space and other similar facilities, and harmonious selection and efficient distribution of uses. A residential conditional use permit PUD may include a variety of residential units, including single family and multifamily units as long as it complies with the density requirements. ... The PUD, by allowing deviation from the strict provisions of this Ordinance related to setbacks, heights, lot area, width and depths, yards, etc., by conditional use permit or a mixture of uses by rezoning to a PUD District, is intended to encourage: 1. A development pattern in harmony with the objectives of the Comprehensive Plan. 2. Innovations in development that address growing demands for all styles of economic expansion, greater variety in type, design, architectural standards, and siting of structures through the conservation and more efficient use of land in such developments. The preservation and enhancement of desirable site characteristics such as existing vegetation, natural topography and geologic features and the prevention of soil erosion. 4. A creative use of land and related physical development which allows a phased and orderly transition of varying land uses in close proximity to each other. . An efficient use of land resulting in smaller networks of utilities and streets thereby lowering development costs and public investments. 6. Promotion of a desirable and creative environment that might be prevented through the strict application of City zoning and subdivision regulations. Lots: There are no minimum unit lot sizes for multifamily dwellings. The ordinance requires that unit lots "shall be the minimum area necessary to include the living area, garages, decks, patios, or porches of the individual dwelling units." The table below compares the application to the minimum lot standards. The 1999 report on the approval of the Highland Meadows East preliminary plat included the following statement: R -3 zone PUD proposed unit lot width 24' 24' 46' setbacks from street side yard rear yard 30' 10' 30' ` 25' same as zoning same as zoning 22' from private drive 20' 20' impervious surface 65% max 39% building separation 10' The 1999 report on the approval of the Highland Meadows East preliminary plat included the following statement: Highland Meadows East 2 "° Addition page 4 For future consideration, there will be 108± feet remaining between the rear lot line of Lot 1 and the Outlot A boundary directly to the south. This does not allow for the minimum lot widths or depths of the existing two- or multi - family residential zoning districts. How Outlot A will be developed in the future has yet to be seen, but approval of the present plat application should not be considered implied approval of any future plan in Outlot A. The proposal includes a narrowed access road as well as reduced setbacks around the periphery of the site. The 26' private drive is narrower than a public street, which would be a minimum 28' (measured back of curb to back of curb.). The setbacks from this private drive were increased since an original submittal and now meet the normally required 25'. The PUD requirements state that "front and side yard restrictions at the periphery of the Planned Unit Development site at a minimum shall be the same as imposed in the respective base districts. The PUD standards do not specify a rear setback minimum. Typically, a 30' rear setback is required in an R -3 zone. The goal is to maintain adequate buffering around the site while allowing flexibility inside the site After an original submittal, changes to the plan included the removal of two structures from the north central area. This created extra space to move other units in order to keep a 30' setback from the site boundary lines. Unit 2 is 21' from the south property line, but this is on the side of the unit. There is ample space behind the unit to the east. The decks would be 20± feet from the property lines, other than unit 2. The City Engineer's previous review noted that a swale or storm sewer is needed along the south property line, which has been added. As required by the ordinance, the applicant submitted a "yield plan" to show what could be done on the site by adhering to the standard zoning requirements. The yield plan is reasonable, and shows 20 units. The current plan provides ample open area with 18 units. Landscaping: Where a side or rear lot line in an R -3 District abuts an R, R -X, R -1, R- 1X, R -EC, or R -2 District, or public road right -of -way, a landscape buffer area not less than twenty (20) feet in depth shall be provided along such side or rear lot line and shall contain landscaping, planting, berming or other screening suitable to provide an effective visual screen. Property on three sides of the site is zoned R -1. Though future zoning likely will change, the site should include screening for the benefit of residents both around the site and within the site Landscaping has been added to an original landscaping plan. Screening has been added to the plan on the north and south sides of the site Existing trees provide additional screening on the east and west sides. Because some existing trees will be lost due to the installation of the storm sewer, additional spruce have been added in the extreme southwest corner, behind units 9, 10, • Highland Meadows East 2 °° Addition page 5 and 11. The exact location of these must not interfere with the stormwater pipe that was added to the plan. The P & Z recommended two additional screening trees north of the central guest parking stalls. There were four shown. Only one has been added. One more is needed. A storm sewer pipe runs between them. Any more trees could interfere with the stormwater pipe. The plan notes include requiring the City's seed mixture around the ponds. Streets, Access, Parking: The proposal includes a private drive of 26'. A PUD allows private streets with a minimum 26' width. The access drive will align with Nancy Drive on the north side of 79th St. The reduced pavement width will reduce impervious surface. When Highland Meadows East was platted, a 60' gap was created to allow for a public street right of way. The additional width would become part of the landscaped open space. There is no street light at this intersection. One should be added with this development, as is typical with new developments. This is a condition of approval. The plan provides for guest parking stalls. This is a good idea because there is so little curb space that is not broken up by driveways. The minimum amount of offstreet parking is 2 1/4 spaces per unit. The garages and driveways provide this, but guest parking is a smart feature. The private drive exceeds the normal 500' maximum for a cul de sac. A private drive is allowable as part of a PUD, as is the additional length. Parks: The subdivision ordinance includes park dedication requirements. Park dedication is $1665 per residential unit, less any land dedication. There is no land dedication needed, so the park dedication will be $1665 x the number of units for 18 units. This would total $29,970. Open Space: A PUD requires that a minimum of 50% of land subdivided for development shall be reserved as common open space. We have been examining the PUD requirements over the last year Urban developments differ from rural developments in that "open space" just isn't as "open" in an urban development, especially the smaller ones. We have been using pervious surface for urban developments to calculate the "open space ". This admittedly is imperfect, but provides a workable method for now as we gain experience with the new ordinance provisions and learn what needs to be revised. The project provides the following: square feet percentage total Area of Site 151,150 total impervious 58,561 39% total pervious 92,589 61% Highland Meadows East 2nd Addition page 6 Utilities: Sanitary sewer and water service will connect to existing facilities in 79th St. and follow the private drive into the site Individual units must have individual connections. The sanitary sewer and water utilities in the private drive should be City facilities, just as they would if it were a public street right of way. This is a condition of approval. All of Lot 19 is to be covered by a drainage and utility easement, which provides access to the utilities. The normal drainage and utility easement around a property boundary is accommodated by an easement covering all of Lot 1— except for a corner of Lot 2. An additional easement must be delineated there. Grading and Stormwater Management: Stormwater ponds will be created in the northern portion of the site and in the southwest area. Drainage and utility easements will cover the ponds and stormwater facilities. Easements also will be platted along all the external property lines. We expect that the Rice Creek Watershed District will issue its preliminary approval of the project on July 28. The project also will require the vacation of an existing ponding easement. The original Highland Meadows East plat included a drainage and utility easement in the northwest corner of the site. The 2m1 Addn. application includes a reconfiguration of the easement and pond. The "pond" existed for several years as a borrow pit for fill for Highland Meadows West areas. The development of the site will correct this The easement vacation will be addressed with the consideration of Ordinance 08 -04. Site Plan, Townhomes Buildings: New architectural drawings submitted June 30 include vinyl siding, vinyl shakes, and a significant amount of facing brick on the front of the building. The City's building material standards in the zoning ordinance state: Exterior Building Finish: The exterior of townhome dwelling units shall include a variation in building materials which are to be distributed throughout the building facades and coordinated into the architectural design of the structure to create an architecturally balanced appearance. In addition, townhome dwelling structures shall comply with the following requirements: a) A minimum of twenty -five (25) percent of the combined area of all building facades of a structure shall have an exterior finish of brick, stucco and /or natural or artificial stone. b) Except for brick, stucco, and /or natural or artificial stone, no single building facade shall have more than seventy -five (75) percent of one type of exterior finish. For the purpose of this section, the area of the building facade shall not include area devoted to windows, entrance doors, garage doors, or roof areas. The buildings meet the minimum brick requirement. The rear and side elevations look very much like a typical single family home, though larger. Because of the size, it would be appropriate to include vinyl shakes in the gable ends to break up the appearance of the large building walls. It is difficult to tell if this is included in the black and white drawings submitted. Highland Meadows East 2 °d Addition page 7 The maximum allowable height in an R -3 zone is 36'. The proposed structure heights are 22' The minimum floor area is 920 sf for a two - bedroom unit. The proposed units have two floors. The upper level is approximately 1100 to 1200 sf. The lower level is approximately 500 sf. The proposed units meet the height and floor area requirements. The units have three -car garages except for the center units in the three -unit buildings. The garage sizes compare to other recent townhome projects. ENVIRONMENTAL BOARD The Environmental Board reviewed this application on February 25t. Recommendations are attached. PLANNING & ZONING BOARD The P & Z voted to approve the project, with conditions, at its April 14 meeting. The applicant has been working since then on plan revisions and additional information to address issues raised by the staff review and discussed by the P & Z. Remaining conditions of approval are listed in Resolution 04 -57. OPTIONS. 1. Approve the project, including the three elements: 2. i) Ordinance 10 -0, first reading, rezoning the site from R -1 to R -3 ii) Resolution 04 -57, conditional use permit for planned unit development and development stage plan/preliminary plat, with the conditions listed in the resolution iii) Ordinance 08 -04, first reading, vacating the drainage and utility easement Deny the application with separate votes. RECOMMENDATION Option 1 This review is based on the following: Highland Meadows East 2nd Addition page 8 Existing Conditions Plan, received June 30, 2004 Preliminary Plat, received June 30, 2004 Preliminary Grading & Erosion Control Plan, received June 30, 2004 Preliminary Utility Plan, received June 30, 2004 Tree Preservation Plan, received June 30, 2004 Landscape Plan, received June 30, 2004 Building Elevations, received June 30, 2004 LOTS /UNITS Development Name approved prelim. plats Prelim Plat Phasing plans by year (lots /units to be final platted) year end 2002 2003 2004 2005 2006 2007 2008 2009 2003 -09 total max. 1029 Stoneybrook 103 51 0 2nd Addn 0 52 52 Century Farms North 249 56 65 52 43 33 249 Keefe: prel plat, not final plat 1 1 1 Morton (minor subdiv) 0 1 1 Ravens Hollow 56 0 56 56 Haley Manor (10 new Tots) 10 10 10 Crystal Cove 3 3 3 Millers Crossroads 152 22 47 51 32 152 Lakeview Estates (2 new) 2 2 2 Snell (minor subdivision) 1 1 Pheasant Hills Pres. 13th 1 1 1 Justin's Preserve 1 1 1 Marshan Estates 4 4 4 Rice Creek Church duplex 2 2 2 Rice Church: Oakwood View 10 10 10 Junes Addn 2 2 2 proposed p Highland Meadows East 2nd 18 18 18 Pheasant Hills 12th island 8 8 8 West Shadow Ponds 2nd Add 1 1 1 Marshan Townhomes 2nd 23 23 23 Fox Den Acres (resubmittal) 56 11 45 56 total 51 148 176 176 120 33 0 0 653 remaining of annual 147 remaining of 1029 for pre -2010 exceeds target of 147 by percent -29 -29 27 114 29 29 19.7% 19.7% 147 147 376 ELEMENTARY SCHOOL 5 /2 • BARB"RA LANE Proposed Land Use Plan Comprehensive Plan *1II,II m i2 ,,n X1111111 ^� Vifillff onviegmiNI 1414JIM Zoning Map DATE: July 13, 2004 TO: Jeff Smyser FROM: James E. Studenski, City Engineer RE: Highland Meadows East 2nd Addition Attached is the TKDA review dated July 13, 2004, of the submitted documents for the proposed development. The following comments must be addressed prior to final approval given for this project. Please contact me with any questions. 600 Town Center Parkway, Lino Lakes, Minnesota 55014 -1182 Phone: 651- 982 -2400 • Fax: 651- 982 -2499 • TDD: 651`- 982 -2410 TKDA • ENGINEERS • ARCHITECTS • PLANNERS MEMORANDUM To: Copies To: 1500 Piper Jaffrey Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292-4400 (651) 292 -0083 Fax www.tkda.com James Studenski, City Engineer Reference: Highland Meadows East 2nd Addition From: Scott A. Brink, P.E. Date: July 13, 2004 City of Lino Lakes, Minnesota Comm. No. 12976 -002 Routing: Reviews for this proposed development were previously provided in Memorandums dated February 26, 2004, and April 8, 2004. The City of Lino Lakes has since received revised documents providing for Highland Meadows East 2nd Addition as follows: 1. Cover Letter from James R. Hill dated June 30, 2004. 2. Revised Preliminary Plat Exhibits (8 sheets) dated June 21, 2004 ( full size and 1/2 size). 3. Elevation Plan dated June 30, 2004 (1/2 size). • 4. Fax from Emmons & Oliver Resources dated June 25, 2004 regarding the Rice Creek Watershed District Permit Application. The proposed Plans provide for the construction of Highland Meadows East 2nd Addition, located south of the intersection of 79th Avenue at Nancy Drive. The project essentially will include the extension of a private drive (cul -de -sac) extending south and westerly from the intersection into the property and serving an area of 3.5 acres with 18 proposed residential dwelling units. This property was originally included within the bounds of a larger Highland Meadows East grading and drainage plan (encompassing 4.9 acres), reviewed and approved in 1999. This 2nd Addition portion was previously described as Outlot A (future multi- family) under the original approval: Grading and Drainage Comments 1. At the time of the initial approval, 4 new single family residential properties were constructed along the south side of 79th Avenue. A drainage pond was also constructed within the Outlot A area to serve the entire 4.9 acres of property, including Outlot A. This pond was originally designed to discharge to the adjacent property to the west (Highland Meadows). The original Highland Meadows site was designed to accept this drainage, and both plans (Highland Meadows and Highland Meadows East) were approved by the Rice Creek Watershed District. However, as a result of modifications to the original grading plan, a permit application to RCWD has been re- submitted, and a CAPROC has been received. All conditions and requirements of the RCWD shall be completed as required prior to commencement of grading. An Employee Owned Company Promoting Affirmative Action and Equal Opportunity Highland Meadows East 2nd Addition Page 2 July 13, 2004 City of Lino Lakes, Minnesota 2. As described in the previous reviews, the majority of the property's drainage is directed to the street (private drive) and the stormwater pond along the north side of the property. No additional stormwater shall be directed to adjacent properties. 3. The Contractor shall adhere to NPDES Phase II requirements prior to engaging in any grading activities. The Contractor shall also submit a Storm Water Pollution Prevention Plan (SWPPP) to the City prior to engaging in grading activities. 4. The Grading Plan must provide the catch basin rim elevations on the plan. All City of Lino Lakes standard plates for erosion control must also be provided. It should also be noted that all construction notes for both the grading and utility plans are provided on Sheet 8 (Details and Notes). The Grading and Utility Plans (Sheets 4 and 5) do not provide any reference to Sheet 8. Notes specific to each type of construction (utilities or grading) shall be provided on the respective grading and utility sheets with references as needed. 5. No geotechnical report has been submitted. According to the Anoka County Soil Survey, all existing soils are type Soderville Type A, and no wetlands exist on the site All dwelling units must meet the City's minimum requirements for building elevations (low floor) with relation to groundwater and detention basin high water elevations. This would include 4 feet above normal water levels (including groundwater and detention basins), 2 feet above design flood elevations, and 1 foot above emergency overflows. Existing information provided would suggest that the building elevations meet the minimum separations required. However, because groundwater levels often may fluctuate, it is strongly recommended that the Applicant's engineer and contractor monitor groundwater levels during the course of construction to assure compliance. In addition, the emergency overflow elevation and location for the infiltration basin should be further verified. Surrounding elevations suggest that the EOF as shown may not be correct. Utility Plans 1. As stated in the previous review memorandum, the utility plan is incomplete and must provide substantially more detail. More specifically, the water, sanitary sewer, and storm sewer will be owned and maintained by the City of Lino Lakes. Therefore, the plans must provide complete design information, including plan and profile view, invert and rim elevations, services, pipe sizes, slopes, materials, stationing, etc. All City of Lino Lakes standard plates for all utility structures, appurtenances, services, etc, must also be provided. 2. As previously mentioned in the grading comments, all construction notes for both the grading and utilities are provided on Sheet 8 (Details and Notes). The Grading and Utility Plans (Sheets 4 and 5) do not provide notes referring to Sheet 8. It is required that notes specific to each type of construction (utilities or grading) be provided on the respective grading and utility sheets. Highland Meadows East 2nd Addition Page 3 July 13, 2004 City of Lino Lakes, Minnesota Additional Comments: The proposed street serving the property is designated as a private drive. However, the utilities (sanitary sewer and water) shall be maintained by the City of Lino Lakes. Therefore, the property owners or local association shall be responsible for maintaining the street, including snowplowing, street repairs, and other needs. The public utilities shall be constructed per the standards and requirements of the City of Lino Lakes. Ownership and maintenance responsibilities must be spelled out very clearly in the City/Developer Agreement, and a written agreement designating responsibility to the homeowners or local association as appropriate must be provided and recorded with each property. The private drive is included as part of Lot 19, and all of Lot 19 is designated as drainage and utility easement to cover the City utilities. Lot 19 covers the entire perimeter of the property with the exception of at Lot 2 which extends to the property line. It is suggested that a 10 foot drainage and utility easement be provided along the property line boundary across Lot 2 in order to provide adequate maintenance access across the entire property. 2. The City's standard width (minimum) for a residential street is 28 feet (back of curb to back of curb). The street as shown is 26 feet. In addition, the City's maximum length for a cul -de -sac (500 feet) also is exceeded by roughly 75 feet. However, if the street is to be private and maintained by others, the City may choose to waive the above standards as appropriate. The roadway sub -base must also be an acceptable compacted granular as approved by the City Engineer. 3. The utility plan provides for connecting water and sewer to existing facilities at 79th Street. A new gate valve must be provided at the watermain connection at 79th Street. 4. As previously mentioned, services shall be shown on the plans. If the housing units are intended to be townhomes, individual services to each unit must be provided. 5. The Plan shall be subject to the review of the City Fire Chief, including the number and location of hydrants. 6. The amount of fill/cover over all sewer and water service pipes shall be a minimum bury depth of 8 feet, and shall be insulated per City of Lino Lakes standards if the minimum cover cannot be attained. 7. All trenches (including services) shall be back ,filled and compacted and meet 100% maximum Standard Proctor Density in the upper 3 -feet from finished road elevation, and 95% maximum Standard Proctor Density below the upper 3 -feet. 8. A minimum of two feet of cover over storm sewer pipe is desired. 9. A landscape plan has been submitted. Some planting locations may require adjustment as a result of locations directly over underground utilities such as storm sewer. • Highland Meadows East 2nd Addition Page 4 July 13, 2004 City of Lino Lakes, Minnesota 10. Any existing well and septic locations on both the subject property and adjoining properties shall be -- confirmed to assure compliance with the Minnesota Department Health. This shall mean that any existing facilities on the subject property shall be removed or capped in accordance with regulations, and that sewer separation distances from any remaining facilities in close proximity shall be attained. The separation distance shall be provided in accordance with the requirements of the Minnesota Department of Health. 11. The plan provides notes regarding seeding, mulching and turf establishment for disturbed areas. However, the City of Lino Lakes has a specific seed specification for ponding areas and a note referring to City of Lino Lakes seeding specifications shall also be provided on the plan. 12. Because much of the site is currently low and depressed, it is expected that it will be necessary to import significant amounts of fill material. All imported fill material shall be subject to the approval of the City Engineer. Environmental To: Jeff Smyser CC: Michael Grochala From: Marty Asleson Date: January 30, 2004 Re: Recommendations of the February 25, 2004 Environmental Board Meeting The Environmental Board met on February 24, 2004 and made the following recommendations: 4' Rice Creek Covenant Church ar67 • I Land Cover The developer needs to submit a tree preservation plan, and follow the subdivision ordinance for tree preservation plans. We have identified a few rare -plant conditions on the southem part of the site. Environmental would like time to verify the presence or absence of rare plants. If found, the Environmental Board would like some flexibility in design. Northern residential site grade plan indicates most of the aspen vegetation on the East Side proposed for removal (Attachment 1). Properties to the West also have rare plant indicators. Since nitrogen (lawn fertilizer runoff) has been shown to remove biodiversity, and Aspen buffers act as good filters for ' runoff, the Environmental Board would like the developer to look at ways to maintain more of this Aspen edge. The water from this area flows to the East. The Environmental Board would like to see a 50 foot buffer in this area The Environmental Board would like to see signage at wetlands and drainage areas informing "no- dumping, cutting or filling." Lighting No -spill lighting should be. used. Lights should be tumed off after activities are done. • Page 1 There should be no importing or exporting of soils without City approval. The developer should include a plan for soil compaction prevention outside of construction limits. Would like RCWD input on wetland delineation, particularly on the developer delineation line on the northern part of the Plat. NWI shows quite a larger area surrounding the delineated area with facultative wetland. Developer should submit the required NPDES control measures and best management practices. Additional rock stockpile should be on hand for when rock entrance fills in Depressional area in the parking lot should be graded so water flows to it. Landscaping The City native seed specification should be used in all rain pond areas, or potted plants installed with sufficient mulch to attenuate weed growth. Look at reducing parking as much as possible since proposed parking is at more than the minimum. Motion by O'Dea, 2 "d Bor to approve Marshan Estates with Environmental Board comments and recommendations. Motion was approved with all in favor. Highland Meadows East 2 "° Addition Tree Preservation The Environmental Board would like the developer to make final determination of some of the trees marked for removal only after further discussion/field meeting with City Environmental and Engineer. to Page 2 Soils Importing or exporting of soils without City permission should be prohibited. Soils should be of similar nature to what was removed. • A plan should be submitted on methods to be used to prevent compaction to soil areas outside of the construction limits. This includes the remaining tree areas. Parking Reduce overflow parking if possible. Landscaping The developer should show more landscape materials to buffer neighboring areas. More oaks should be used. Colorado spruce and Austrian pine should be. eliminated. If evergreens are necessary, than white pine, Red pine or White spruce should be used City native seed specs should be used in drainage and pond areas. If ground vegetation is changed in the remaining tree areas, native seed mix should be used here as well._ Sod will not grow in this heavy -shade type of a situation. A contractor experienced in establishment of native seed needs to be employed to manage these areas for the first 3 years. The City should approve this contractor. Open Space The Environmental Board wants the developer to demonstrate the project meets the 50% pervious requirement for PUD. Motion to approve with staff and Environmental Board recommendations and comments made by O'dea, 2nd by Grundhoffer. All were in favor, motion approved. HIGHLAND MEADOWS EA* 2ND ADDITION LINO LAKES, MINNESOTA PRELIMINARY PLAT EXHIBITS 222 MONROE STREET, ANOKA, MINNESOTA 55303 PHONE: (763) 576 -9121 FAX: (763) 576 -9122 TITLE SHEET EXISTING CONDITIONS PRELIMINARY PLAT PRELDENARY GRADING AND EROSION CONTROL PLAN PRELDAINARY UTILITY PLAN TREE PRESERVATION PLAN LANDSCAPE PLAN DETAILS & NOTES z) Paa oss smEEr mows MLO LANE, ELEV. 3.) RIF ER 6 RIGNg BD DRIVE • LO WIE, ELEV. A)MA =M al. E&'.9,606-& tag `K1n V A r. LI u- 65. 6 SCALE IH 0 1 IVI LYILJVVY'xv.a9oi� —/ %uE 7A ^T CaToxc 0 0 1 I Er90 ?O RANG (1 1 I loR KL90. :t e LS 0 f� ? l I '7:_r-_-___::::.:z �E„ i, / �> 1 � 8 / a _ _/ / / / _ - _-c- INC g02.6: / \Q ^ i / / _j / // / -- - --- -- C).. PAC O / 11 -- ---4 - le _O_J -1 Vlil1 l I1 p 16 c0 o L P t \lll4 I 1 I \\ 1 I ?'4 ll 1 t 1 0 1 ,fd111 / 11, ,, Il 1 ! I ' j1 0 QO ; 1 I I ; I 1 l 1 / 1 \ \ \ \ I \ )- - - ---6 / \ I J �;0 J \,I I I • —,— 0 f0 a CO qb I � 1 1 /rte 0 0° � l vim) 0 0 1 i /1!// I1///://,4I 1j11/ I {(/2' 111`il \,\ %I / /I ' )' / 1 /! 1 1 /// /() I 11 /j' ' l ` II I !ill - 14 1V1! / 1 I 111 1 1 \ _ - - -- a - -- -' r I // ' J (5 / OQQ\\ -- •� - - - - -- z - - - - -- --- - - - - -- 1 1 of �E, of EP Na azz mzs asa- �,- 98, - - - - -- . mz, - -- - LEGEND 10000 !U — »"- CU M. SO Nal EXISTING SPOT ELEVADON WETLAND DELINEATION EXISTING CONTOURS TREE UNE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATER MAIN EXISTING ASPHALT SURFACE 0 EXISTING TREES NOTES: 1. ALL EXISTING SOILS ARE SOOEROLLE (Son), TYPE 'A' PER ANOKA COUNTY SOIL SURVEY. 2. THERE ARE NO WETLANDS ON THE SITE j■FNCHMARK(S) 1 ) NANCY OR AEIfV. 2 908. . A 2.) TNH ACR86 STREET YR0M8 865 ARLO LANE. ELEV. 14.76 S.) ZIYE NEE, EFVHIGH9 BO, RINE Y 4') MPMLTMrE&T-flt1.08 z 0 A A DRAWN BY RWD DATE 1/12/2004 REVISIONS CAD FILE 21381E9 PROJECT' N0. 21381 FILE N0. 2 -03 -039 SHEET 2 OF' 8 aPROPERTY DESCRIPTION EAST. according to the OUTLOT A HIGHLAND recorded pint thereof, Anoka County, Minneaotn. ORIENTATION OF THIS BEARING SYSTEM ASSUMES THE WEST LINE OF THE E 1/2 OF THE NE 1/4 SECTION B. TOWNSHIP 31. RANGE 22, TO BEAR N 00•37'02' E. THIS SURVEY HAS BEEN PREPARED WITHOUT BENEFIT OF A TITLE COMMITMENT OR TITLE OPINION. A I1TLE SEARCH FOR RECORDED OR UNRECORDED EASEMENTS WHICH MAY BENEFIT OR ENCUMBER THIS PROPERTY HAS NOT BEEN COMPLETED BY THE SURVEYOR • STREET 0010TH. 26' BACK -BACK CUL-DE-SAC RADIUS. 45' TOTE DATA DWELLING UNITS 18 TOTAL AREA 3.470 ACRES DENSITY 5.187 0.4. /ACRE EXISTING ZONING PROPOSED ECHOIC PUD OVERALL GROSS AREA . 151,150 5OUARE FEET CR 3.470 ACRES AREA OF LOTS 1 THROUGH 18 . 56.300 SQUARE FEET CR 1.292 ACRES AREA OF LOT 19 . 94,850 SOUARE FEET OR 2.178 ACRES AREA OF STREET N PARKING . 20,994 SQUARE FEET OR 0.482 ACRES AREA OF BUILDINGS . 23,225 SQUARE FEET OR 0.533 ACRES AREA OF DRIVES .14352 SQUARE FEET OR 0.330 ACRES TOTAL SITE IMPERVIOUS SURFACE . 58,561 SQUARE FEET OR 1.3. ACRES TOTAL SITE IMPERVIOUS PERCENTAGE . 38748 TOTAL SITE PERVIOUS SURFACE . 92.589 SQUARE FEET OR 2126 ACRES TOTAL SITE PERVIOUS PERCENTAGE - 61.26R AREA OF LOT 19 IMPERVIOUS SURFACE . 25.400 SQUARE FEET OR 0.583 ACRES AREA OF LOT 19 PERVIOUS SURFACE . 69.450 SQUARE FEET OR 1.395 ACRES LOT 19 CONTAINS 26.85 OF IMPERVIOUS SURFACE LOT 19 CONTAINS 712. or PERVIOUS SURFACE II I1111_ ==================== Iri II',fII n��Dr-^ I uVI ii n .. I A r ii Z 1 >° =================================================== <IVt� �nm 11_ 79TH - - - -- --- ---------- ____'; SI h — —' _____R 1111 -1111__ 1111____ -_ ______ _- - -1111_- ==================== -1111 -1111 1111 — — STREET - ================ - -- - _ - HIGHLAND( AND( I I I MEADOWS - I I i (:) 2 I wen I� I%ia tip•'3 , Mwe.e Fay. 0.5,37.0e, Pun I p3 3 5 .. , / 7 240.00 N85°I1'20.W I ..`p, ,4 `vn 1� N85°7 0'00 1x45'51 5 MT) N85°11 20°W r-A w L 1J ad??_NAA pH 4q / 155.98 589 °43'05 °E la�ea,4 RAT) 434.99 587 °55'16°E (SET•! N r RAT) =EDGES REAR OF BUILDING T9 EXTERIOR PROP. UNE- FRONT OF BUILDING TO CURB - MINIMUM DISTANCE BETWEEN BUILDINGS - MINIMUM DECK SETBACK TO EXTERIOR PROP. UNE- 3O' 10' 10' 30V 2"4 2..62x070 IRON BET IRON FOUND SCALE IN FEET ]0 I M..30 2ND ADDITION DRAWN BY SPH,KTB DATE 1/12/2004 REVISIONS BOOK/PAGE NONE CONTROL N0. 21381 CAD FILE 2138122 PROJECT N0. 21361 FILE NO. DRAWER SHEET 3 Of 8 HMvnx'ant 0x VOlancl woos, • ii —� wvsoi 13 v..r :3Tkcc1 60 1100 03710 1E,41 DATA OPIESMDI 16600/03 Kq 3/20/3. 5/07/06 3/11/0 5/13/0. 5/25/0. 3/16/01 WPM PRO s / I\ i1 I 11 W£IlANO L 1 n7S.3. .I 1005 vR ,LATZNoxs f , i Ow�900�8 12/23(03 A M Ii ) 11I -EX. 15" RC FES ( ( I I IN 0 902.65 / 101 �Am Irv:' N Lrnntnumesx P eB NM TO O NA MOM EXTENT POSSXS 11 CONTRACTOR SMALL AVSD COMPACT!. & THE INFILTRATION BASIN TO MAXIS@E INFILTRATION GPABIDTIES / 0 O I 1000 1000 0 •$memo 004'-E M 1007 0 Nn b IKI TIMM 1 JUN 3 0 2004 I CITY Oe° (11T10 LAKES Loan- PROPOSED SPOT ELEVATION EXISTING ASPHALT SURFACE EXISTING CONCRETE SURFACE EXISTING OVERHEAD POWER LINE EXISTING FENCE EXISTING TREE LINE/TREES EXISTING WATERMAIN EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED CONTOUR EXISTING CONTOUR PROPOSED STORM SEWER TEMPORARY ROCK CONSTRUCTION ENTRANCE PROPOSED SILT FENCE TREE PROTECTION FENCE PROPOSED WOOD STAKED BALES INLET PROTECTION (TO BE INSTALLED BY UTILITY CONTRACTOR) MnDOT TYPE 3 DITCH CHECK 12' BIOROLL OR EQUAL (00 BE INSTALLED AFTER GRADING) BENCHMARK(S1 1.7 TN ORO�AFOMSE�V.? ]9DTMS.m. k 2.) 665 OaLO 1006.01.60. - 914.]6 3.) MIDTPDT 60F mt310i91]OWV6 k LEV. e MARILY 117. FEIEV. ' 91.18'- 8 2ND ADDITION �I i N -- jill) 0 30 60 90 9. — _ — .1"-.--- •--- .-- 4�_ ;- _ I rnm =]o feet _ I - -ice —✓ — ._-_- --�_ II nrx.m,., 1319990 39 I ?r ..:In:zt,:s.:- t.in•--.. :..:7- .,.°:r.t.:..-- Z/,7 2ii' I I [_ CJ PVC 6DR 26 Tr, D CE j;i / F; I coPPER 1TPE X PROPOATR SECE �L 140 18— 19 04' ) DEIJNEATED WETLAND Fs x 4/41111411111111111J(:-)---- ------\_„7- / 3ai3aoeS f / 4•00. ie- 19 h � lit 4 11 1 O , DRAWN BY RWO Ilk ,/� I OOA REVISIONS 5cw 6ArW+L"' - tiV6 9 �_ / BENCHMARN(Sl r.) mCro6rs'.r, ELEV.T T90H.OrT. a / 2.) 9 s ACRC65 STREET 72% 6 MLO LnNE. EIEV. = 4.>6 3.) litotUlER OF RnI kr"E 8 LANE. O.EV. _ > 4') a"98S5 AFIV. ELEV.T9IM A CAD FILE 21381PV PROJECT N0. / LEN 0. FILE N 2 -03 -039 SHEET 5 OF 8 • f `: Y ')� EXI5TING ASPHALT SURFACE • , T,P. TINA w. ,... mom POPLAR COMM ci eA 9m [9 WN FENCE - NEE EXISTING �^ --^-- EXISTING TREE LINE/TREES __ Q EXISTING TREE TO BE SAVED (r A. Y''�I,� ( 90940 POIM.12 b x Cv.J EXISTING TREE TO BE REMOVED j ,.''il PROPOSED SILT FENCE I{ 1I --1 i0 6 ua so.m iN [M o OA PLO va uR TP- Tr-m -ry - TP-TP- TREE PROTECTION FENCE - -- '000 if ( +•!I xbCN£ IN FEET (I ao°w�k - - PROPOSED CONTOUR i0.,. EXISTING CONTOUR va 90490 9115.00 POI. POP. • PROPOSED STORM SEWER --_"" _.-_� �. - -_ • > 1'. .. 1. 3"e"^ tot -- �• '1 _`_' i t .m = w Mt � f<i. M. POPLAR � ano w ouc nu m POPLAR POPLAR 10.14 90.0 POPLAR 90..30 BM 1 �---- -'- , ._. r — 7'- 1= - P-=, I I I f• t R '' 1 I I i I/ P„., UM a03 Pte, R X HAFT£ [_ heed, milly I.. plc, * by ma er ur.der , fnOly=Z141,:11: " an( rrresTIO.'" ' ' .wa 'im :E I `,ovi a ' - I t [r -C... c anPR33'3 — 1 1 / r r3Ra yob 1 L 9°0.? pDPUrt PovNR t 11 / 1 ■ _ ; 1-----I .`ci ed p,/ .° /'g/ �.R �I aw3 NO --�_ 18 6kF�PLN �� T n� wlol Mt 0 PO 0 � ,ml as'" :� �" •'� % ' Y.• i � I �•� ! 6 aa � � I �t ...� / ; .I� • ' / /` / `` ` ' 1Q 111 •.: _`. ' / \ I • t. ` 61 oAN -�l1�, • NOS -- 5 SHALL BE PLACED APPROX. 50' .VART G TREE PROTECTION FENCE INpCADNG T IS A TREE PRESERVA11ON AREA. NO GRAD. ALLBNI 905.801 wec ' ( I J' ,�� / p.kRRy DRAWN BY w ' �p I i' p +i p _ I I I a«iAA :":"9:'!:::1,1:...1.,:o',11 µ to t. DATE 1/12(2004 l AL ®�( { �•� ! g REVISIONS • nw 11::'''..21.,,,2':'11(011111 E. ::::::,...m:R: R. a[r 3vet 'gENCHMARK(S) i i t.) „ NSw OUAOkpur 30m Si. s: Iw9.P.M. BY 95 V OOe.ot CAD FILE 21351TP PROJECT NO. 21381 ss° 2J sss Ago u MEET FRdAO sera "E xao.. A riE, �F �. ta. >B wEbo 3.) ARLOCLAPIEr. av'. "a 9 &OJ RIVE k RRY FILE NO. 2 -D3 -039 NVw[R ,mw 4.) LI CORNER OF mckuuo muE a arN oRrvE, EiEV. - Pte.oB SHEET 6 OF 6 alv.S01 —TDAMPARS PCIV CONBTRUCTM ENTRANCE iFNctimAmesi E A MODRD A E -) ■41'cralf/V-11.E.. MOSZT.W.R.?"9,76 ■11'4,froV4.`M`t'SZI" DRSPP C OSTM a i D . RED L CASOPCPLPE AE1 MMN4KD0P OOL 4 LRR PS E I K HA ARKE BU ACP E P LE ...P..2O1.N1. Q2ile12A2.i22stI10 2..m9.t 1a.2w2r 0 2. y271A20.7■2.wRs.o eE 1 7k2 . e . . 00nr• 02 2 6I ' t INt/T t R .M M ES 1 FMUSSLUL TO. 001 ETTLLO O VS PA a AH 2 1/S 10 /2. 1 5110001 ' KE? .14077-q MIN ME GENERAL CONTRACTOR MO BY VaLNG COPIER STATE ONE CAL man To STAMM KANT LocAnons. *SERE MOSAIC MELTS ANC/OR SCRIFICANT SHAMS NASALS 00 1050 ON SIM MFR. MOM ON TM CAMINO DR NOT. MT MALL BE PROTECTED AND SLAM MUSS NO1E0 TO BE RM.. AND/GR AM IN AN at.Tin:: Xonnw. M ME A nom an: LANDSCAPE ARCAMEM MEW M 1 ALL PLANT MISRLS DEAL EMMY WM ME LATEST EDISON OF 1HE AASUUVAI SUMO., FOR NURSERY STCD. ARDOUR AssaaAnon OF INSTALI.E0 MAMMAS 1.INTS ME OF ORM ACCEPTANCE ANY ACM OF WHOM...4 OR VILLE MICE NAT OCCUR PRIOR M 001117 ACC171.1. SHALL BE ME RESPENSMAM OF IHE CONTRALTI. DAM% CMAIA"MERIAZAINIMI REM...ATMS M BE PROSIDEO AT RO AMMON. CO. TO 7HE MMF.R. NEGATVELY APTECT PLANT MTN. ESTADJAMENT. SUMAVAL OR 411/11AME. MCI NIE.4L MEM 1NESE ODMENOES M ATMS. CS ME IMMO/WE ARCMISCS PRIOR VG EMULATOR P=rDEC7'S NIRID=A1' L'''''"AlL=sAIRVITECaDUS MEER TO REM. R. DEEP PRREMED PASTIODO SPEWED PER PRAPPPAR PPP ALL PRCPOSED PLANTS SNALL LOCAMO MAEPULLY MENI,ON TZS, PRECNEMICE MT.PEUNT SCHMME NON,. 1 ALL DISTORNEO MEM 'MI BE SEEDED OR SODOM AS MICA= EN NE 0.M. RMID MOS MALL BE SEWED EM SPECIFIED WETLAND SEED ME CIERTr.fyIrcrS PLM.,SPECHCATOO Cp. REPEAT RECISIRATON NUMBER 1MM • MINIM a no,. 3.1. 1. S,InleTIcgrO2.1 APPLY ARL1M,,E, OFPARMEM OF IRMISPENTAMEN SP CONSIAMMON UNLESS 110.11E0 MON 7 ROCIMENO 1 7 . INSPOOMILITE Of ME GCNINACT31 ORME ME N=TIITILT ecAFF'IOWIrrfoME AMC" "Potromm"VAM17 FACAVAM1 (PRIM 031-04-0002 . CITES MIRO LREA OR TOLL ME 1-320-2.-1123). 333. 33533. 33. ygg, 333333 3 AU. t.05.11. MIMES TAM NESPECITE LMILITT COWAN. PRIM M CONSTRUCT.. • 3.03333 LALLEo f01, ma 33,337.,...37/13,7,„ S. ALL LO7 EMMEN7 ANS PAOLI F1NAL BAS 11:5`."" NAT N FLTER1973.7"..7.■ BANNS OR ,,TESIMAIM 7RAPSZAL LIVMSTRUCTED NCI rw.Vror:"'" =Moos s■-sss ourFsss moons e STAN WATER IMO COLSIMMTION. E CINNON MGMADON OMAN10.111 ORA3710 CONSITOCIONT Nag IN MI% CRAMS ARFAS 1 NUT AND 01.3 musts SUBSEDUENT TO RTC. SORER CENSTRUCTON. C=03.t.1- UNNTNN Alt,r3510 VE&IBART' OfRITO PROTECT ONCE. PRENSERT"" 5. ALL ETON CENTROL MICILITIES= BE TIT ,AMELBT THE 33.3 mm 333 vem 5,33 ARO sNancsnons S.U.S9 MOOD WI TME MOM COITRACTOR MON COLFC30 BY TNE MOND.. NE SOONG CONTRACT. SOLL .71.:1 RESTORE 1112,1,1SEGNEW 351.1.0 MCA AMMANICE V-11% TrZISII=710.1°V, MINN THE CONSTRUCTION AREAS. TIMES TO RERAN SHALL BE GEM. UTILITY CONSOLUDION ROMS T SBES366.111.9 OIL RUB S.C. BE MOE CI ACCORDANCE NM THE 071 CF MVO LANES IMINESOM 4.E.Fift'AsciL3 1137104131 OF AIL EXIST. MIMS BEECNE SURD. CONSTMOIMPC INS LCUJEL,B117 15 /It Cr SANINZ MO STOW Amo ciaLs snemilon sonssts. TM, I.MYRACIEIR SMALL KIM TIE Or Am CONFLICT FROM ME DOSING LOTUS. AND 1ME PROPOMD CM31.31. 713 DOINEER M LOOPERAION . MTV CCLIP/MES. MAU. oessar NFCES93 FOR /MT RUUD.. OF 77. .f.ACIOP gMALL moo. ALI. 011511MC MUMS MO FORMES 50 DIM M. MLL OMR. 70 ANON. N INCIR PROPER MINER BOD1 33303.3 L. 3 em Femme my 333.30 STRUCNNE MA7 MAT OE 11902.2 REMISE Of DIE 033.6103$ OPERATION MALL BE PRIMED BY MC 1543 mcm zORX1.1.110•ESHrT,ENSAIrINCtiROORm, 10%71.1MNTRAC.,,,.. TOR, 3,33 Nem L33. gy .33.33 oNs..48 MO IT WEL BE MS REMENSKRUTT TO M. THE NECESSART REPANS LAM WM 155 MON/43/037=0 WATER FROI ROO OR PRP/ATE SOURCES MO SETE, r,r,11,,„Intrs,rpt, w,„ NAT. OR Off 7EST NUFR IMO TIE LIM SARIN. WNTILALITZETOnl 519`77E1411":913ES (17 MORN. CN MYR SUPPM. THE CM DICI.ER IMO ME DORMER MA. BE NM= .e sou:Es MOOR 10,,,0309,11010 DENTRACTORS 11011.013% NO7 OWEN 70 TNE Nc." r 311,73.7,1,T ARE LOURED FaLE 11=3.70A cFN.,C,E OF NM ANO OMER CMOS REVOLT. FROM SNO DESMAIED SY TNE MOWER. TME DENTRACIOR SHALL BE RESPENSSOF 70 NAND. .3333 333 .333 33,335 33 3 ORDER 70 PREVENT MOON NO SONG CY ON-STE ZAT'CrmicAlrOMVTIL 'D'oc"NR=TLISI•IM=0" 03-syE AREAL. 35 MALL ACCOMP.I. TIM OMER OUR. ARO UPON CONPLERON M IMF PROM ItotrlIZEIRZAFEWTS" `373= EVAUMIL THE CONPACMCVAr 010:".3 4,&711N". 7=137 SUB CMOS IRE DENTRACIIMULLI=TALL 93. ;1"`"71""""al grrINEIL-7 RE NOT YORE RIM ENE PEICENTACE PUNT MO DIE SCE. STAWARO PROCTOR 0113•214 1313.3 CONT.T. MD MAT CON/ACTON 70 A 171121 =TIC El =V oct=" WNW OF TOM OF SUN.. MOOR 00151, M PRONE. IN emm 3035, e3 0.3 yet. pmy 3.13. 3 .533-3 7MS SMALL A, 7. TRAVEL WATS OR IMMO LOIS TM CONMACTIN MALL MAN THAT SOILS SEMI: PROCMR OPIINUM //015.3 CENTERS MONO! __ EEEERniii-1.17,T5iL ILL SOILS BE NOT NCRE THAN TIRE summer. ONES CRER "'PRO'S/. SED.""11. Azzr- -,rct 3 333 ...3.3333 Cf 2. 33.0333( 11.1 USLOW IN MONIER SUN ONE GO, 334.1101 NOTICE S3731 M MCIAREO TIMER NINNIESOTA • °E.4tomo"" '74,111"."="' 7r, CHARM neo. us nova PIMP ro PERFORM. MT 7.1!" MN A 1342.1 CF sax STAMM) seam assismss spasms TROOIES.10 VOLUME IMF COMP '•Imor= CM 7. 450-703NOLL MON., 35535 .37y 333.353. A. 70 .23•EE COMPACTION NIT. TIE SMELT CROSS SECTION 1.3 PAIMONPF7011?"0 `"`" 112 n".`1.7.1.74°"" TNE UPPER 7 FEET OF SNEE7 SUBOROE ME 3143 mems 232 A3 533 . 3 Dm es NE3-33. KeLE. qy go.... AT . MN. SPE TATO SETBA005 MILELP 70 TRL ITANS FOR MM. NOW DIAN ONE REMOTE. 7017 OVER . SOLI THZ7ZA=770=m707 ISC`41791. WWI • `"PRO:O. S' ED""3: ""ETAll INPLCANNOT BEWRECTE0 .'" .33.0. r, ,s 32 3333.533 3 0.0 m333,3 To .3.3. PROCTOR OMNI, 3/3110 M.) FE PRONIME3 . MINI 111E DONE. OF TM COMMOWS MO MS LCCA3 ME MOS OF DIE VEL"07, M741 KO rcE """=.7,1f, ...IA., Nom CONTRACTOR SMALL MUM MAT ALL SC. flE NO7 MORE NM DIME NERCENTME POWTS MIER 71.5 SCR. AREAS MEIN STRIEFIVRAU. BE MOM NM A 1.11/UN OF PROCTCR MITT BE .3107132, THE SURFACE OF ILL r 70.71. AND 5.9 AJEDED NT MOOT ...C,„,:c1 AT , MINN STRUT RIGHT OF MK ME LOOM WLL BE MIRO WE AN APPROVER IMMO MBORATORIT AN APPRO. lurs. NEMO VMS 117112.5 A NUCLPA DENSITY MEM NM M USED FOR 7NE GOISMI TESTS W.,,,UrAION Or INF SLIM NIL REM 71.9 DIRELMON DEL I WAR AN TIMM OF TN 7E3113 111 2 10..,,,1=31,410 rws,..rzsa.mo.4.7 46,1,-74:11/1 '"T "70621r MOLE. MO APPIZ,A7 400 PUMOS POI AOM FINTILMER 3 Ite,,,,,LEW.VAT 3=11, On11.7NEN.,,,,Lc„..,1911MAXES CO NO7 MVO O Mr5 3.0.3 771:"."'0091n7M-E' 711■0'71311'"TiEr77A110"'"ITINTOT :,11,14, 2,9.43 SREATIEROM Or., IN= ANT SEMAREAS 423711.31 WATS PZFK111171 ANO TRIES FREE OF DM NO OMER OMOS 11.31 RSSUL75 FRON SMO ORM. consmcnos. •swnrr GYM. NM. c. THE Jo.. ,,T0733.33.341 COMO. 12.347234 ON . ONES OTIME FIRSMO CCM.. "SHruNr Te ZINN 3 LAL TO 5 ONE 11.1, CONTCUR MERV. ERGO211.220312L-710.7ES TOPSCR: ALL DISTURBED AREAS SHALL NAVE A NINON. OF RICHES Cr TOPSOIL PLACED. MESMER 220001 200 POUNDS PER ACHE OF 20-0-10 CR EQUIVALENT EERDUEER. NCORPORAM 11 INTO THE TOP THREE (3) TO FOUR (4) INCHES OF SURFACE BY DSO. OR SONE OTHER SUITABLE MEANS. SEEDING: SEED MIX SHALL BE MADOT ALL ACRES 'MAT EXCEED 11 SHALL BE SEEDED WITH A 1111C0 FIBER BLANKET. MULCHING: STRAW SHOULD BE SPREAD UNIFORMLY AT A RATE Of PRO TONS PER ACRE AND ANCHORED WTH OTHER METING OR A STRAIGHT DISC. AU. SEEDING MP MILLCHNO SHALL TAKE PLACE 021801410 (2) MEEKS 08 801 COMPLETED GRACWG OPERATOR OR AT THE HEMMING OF THE NEXT SEEDING PERIM PER CONSTRUCTION SPEC:MOAT... itaza""- r=vecirte---rozwrzr ta. INTERNAM TO BE NOME. MIN 7.5 MMUS JJOTE, 1. THERE SHALL BF NO SLOPES STEEPER DIAN 3. RFTBACKS_ REAR OF BUILDING- 20' FRONT OF BUILDING 70 CURB- 20' MINIMUM DISTANCE BEWEEN BUILDINGS- 20' MINIMUM DECK SETBACK- 10' RFNCHMARK(S) SPLIT ENTRY SECTION (SE1 .4 8zJ8L0P /10 „ 12* I 12. I D-412 CURB & GUTTER TYPICAL LOT W 2331 OR COMO. 3N9 P051 F1LMR FABRIC MALL BF PLACED ROOK 70 STOP LIUD MIGRATION THROUGH ROCK. CONSTRUCTION FN TR ANCF 1192.11ALICLIAILIELIED 113912.0 SIE PLAN IAF)0) PLAN MEW `RrprO'NV saw E5m5 1'P0 ‘"`4.:: DITCH BLOCKING SPLIT ENTRY WALKOUT SECTION (SEMI rel--"7-5TE.STREWE RECOMMENDED HOUSE TYPES `mrtftrz,-- "-7:0 ov yp 1.) al LITIM2.55,1v72'914.. 001-02C7 WW1 WILMA 2.) MOCalr EEEVnVitCP"E U,ATED Val , BUILDING SITE & STREET SUB-GRADE CORRECTION DETAIL SUBMERGED OUTLET DETAIL TWO 2, X' 11000 STAKF-S CR =Tr' '71114E "L' 10' MINIMWE STORM SETWR CAMME1A911 SLY FENCE INSTALLED AS D", i.e. PER DEEM HAYBALE BARRIERS TH SILT FENC Fra 0 NOD -RIES FENCE SYNC =MORN 70 MOOT MM. TPE OVIMED &CNC COMM. SILT FENCE ko.i. BENCHING DETAIL ..74,1.1■111.74.7 Wts. (i2a• FLARED END SECTION WITH RIP RAP TYPICAL PRIVATE DRIVE SECTION DRAWN BY 125/D DATE 1/12/20040 REVISIONS manEliKrine- CAD FILE 213010 PROJECT NO. 21381 FILE NO. 2-03-039 SHEET 8 OF 8 • • ■11-11111•11Jk... ./111•11111111••■•■ ,a111.1111111•11MM-■•• 11•111111111••••=111111MINMI 111•IMMI Ens= immul --mom inmemi ammalonmmamommi• mmi.nommummini isimm■=mwmani• MMMMMM zs Sri AgEs - 24 5.r 101 bier SHAKES 15 5.F- ovERNE,AZ Pc.ei 3o SF Enrrizy.,juvk,/ rz_s- s. SHA KES - 24 wt....Do,' 1°' S-C NE, st/figES s-r bkICZWD boaz.1 3o s.F Energly wfit,00.,1 154 5.F. 3G. S0.GI 19 S.F: Ws iv 00,1 13r tier 'C SON(. 3 411 61:13ss Sitcg ite6,1 P93 SF P.el .F. eke. S II:, - sc NET 64. 21 taz<as 1112Ice I91 r - 142 - 19 i11 11.1 00.4.1 13C ET tEG s.F VQ.ictL N 39? 6e.sa ae,,je A3EA • 193 SF 494 c, I0% 1.1 paC /25 rss- 153. R. 153 425 rin ' S Z-1.■