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Item 5.9-5.12 of Item #'s 5.9. — 5.12. River 13065 Orono Parkway Elk River,MN 55330 MEMORANDUM TO: Planning Commisrn FROM: Michele McPherson, Director of Planning DATE: August 28, 2001 SUBJECT: Case No.'s LU 01-08, P 01-14 and CU 01-32 Request by D.R. Horton for Waiver to Townhome Moratorium, Rezoning, Preliminary Plat and Conditional Use Permit—Trott Brook Farms South Request • The applicant,D.R.Horton is requesting approval of four land use requests;a waiver to the townhome moratorium,a rezoning from Rid(Single Family Residential)to PUD(Planned Unit Development), a preliminary plat, and a conditional use permit. If approved, this would allow construction of 156 dwelling units on 38 acres of land. Location The property is located at the southeast corner of the intersection of Twin Lakes Road and County Road 12. Attachments • Location map • August 23, 2001 memo from the City Engineer • August 28, 2001 memo from Heritage Preservation Commission • August 24, 2001 letter from Sherburne County • July 27, 2001 letter from Westwood Engineering • Tree Inventory • Open Space Calculations • Existing Conditions Plan • Preliminary Plat • Preliminary Site Plan • Preliminary Grading, Drainage and Erosion Control Plan • • Preliminary Utility Plan Phone:763.441.7420 Fax:763.441 7425 www.ci.elk-river.mn.us Memo to Planning Commission/P 01-14 August 28,2001 Page 2 III • Preliminary Landscape/Tree Preservation Plan • Revised Ramble Townhome Elevation • Coach Home Information • Villas Information Zoning and Land Use Rid,Single Family Residential(14,000 square foot lots)/MR,Medium Density Residential Existing Conditions The 38-acre parcel located at the southeast corner of the intersection of Twin Lakes Road and County Road 12 is primarily vacant although there is an existing single-family dwelling unit with two detached accessory structures on it. The property has a varying topography and is wooded along the west and east sides. There is an open area in the middle which has two wetlands located in it. The topography is lower on the west side than on the east side with a change in topography of approximately 33 feet from northwest to southeast. The adjacent uses include multi-family residential to the north(8-plex condominiums built by the applicant), open space to the east (80 acre Hillside City Park), single family to the south,and commercial planned unit development(Home Depot and Wal-Mart)to the west. There are two high-pressure gas mains located parallel to the west property line. A single family dwelling and detached garage is located in the northwest corner of the project and is • not included in the requests. Project Description The proposed project is a mixed,townhome and single-family development of 156 units on 38 acres. Proposed are 19 single-family units, 59 rambler-style walkout or lookout townhome units,and 78 condominium units arranged in buildings with 4,6 and 8 units in each. Three public streets are proposed; Street A, Street B and Street C. Street B will have an entrance on County Road 12 and will connect to the single-family residential property to the south. Street C will connect Street B to the single-family property to the south,and Street A connects Street B with Twin Lake Road. Individual driveways will serve each of the ramble- style townhomes and private roads are intended to serve the condominium units. A portion of the project area is Outlots A and B,Elk River Crossing,which are in the City's ownership. These are located adjacent to the Twin Lake Road right of way. The applicant will need to offer to purchase these from the City prior to incorporating them into the plat. Ill S:\PLANNING\MICHMC\PLREPRTS\P01-14.DOC Memo to Planning Commission/P 01-14 August 28,2001 Page 3 Analysis IIIWaiver to Townhome Moratorium When the City Council adopted Ordinance No.01-07 establishing the moratorium,Section 5 of the ordinance allows for a waiver of restrictions from the ordinance. Section 5 states: "a waiver may be granted where the city finds substantial hardship caused by the restrictions and finds that the waiver will not unduly affect the integrity of the planning process or the purpose for which the interim ordinance is enacted". The applicant,in their letter dated July 27,2001,states that they feel that the application can proceed during the moratorium due to the following reasons: 1. The proposed uses are within the anticipated density and character of development for this site. 2. The property in question serves as transition from commercial to open space. 3. The development is a logical extension of Trott Brook Farms and is being constructed by the same company. Specifically,number 3 above would be the very reason that staff would recommend that this project is not eligible for a waiver at this time due to the preliminary nature of the draft revised ordinance and the work completed to date. One of the issues the City Council • requested the Planning Commission review was the location and number of townhomes in any given area within the City. The applicant is making no substantial design changes from the existing Trott Brook Farms building designs to this development,and that has been a concern expressed both by the City Council and the Planning Commission. Rezoning Request If the waiver to the townhome moratorium is granted,the next application to consider is the rezoning. The applicant is requesting a rezoning from R1d,Single Family Residential,to PUD, Planned Unit Development in order to allow the mixed residential use to be approved. The underlying land use designation for this parcel is Medium Density Residential,which would allow up to six or eight units per acre in density. The applicant's proposal is suggesting a gross density of 3.76 units per acre. The net density is 4.88 units per acre, which would be consistent with the underlying land use of Medium Density Residential. The Commission and the City need to evaluate if the lower density rambler- style townhomes would provide an adequate buffer and an increase in single-family units would be preferable. As proposed, only 12 percent of the project is single family. Preliminary Plat and Conditional Use Permit The preliminary plat consists of 156 individual dwelling lots,either single-family,rambler townhomes or condominiums. There are also three common lots provided in the plat and one outlot,Outlot A. Outlot A is intended to be used for an entry feature and will preserve • a stand of trees along the east property line adjacent to Hillside City Park. S:\PLANNING\MICHMC\PLREPRTS\P01-14.DOC Memo to Planning Commission/P 01-14 August 28,2001 Page 4 IIIThe project can be divided into three parts;the single family area along the east property line,the rambler-style townhomes clustered in the center of the site around the large wetland complex,and the condominium portion adjacent to Twin Lakes Road and the high pressure gas main easement. Single Family Portion The single-family portion of the project is located on either side of Street C and adjacent to Hillside City Park. The proposed lots for the single family portion of the project are less than the 14,000 square foot minimum lot size established by the R1d district with the exception of two lots, Lot 1, Block 5 and Lot 1, Block 4. The remaining lots are 12,800 square feet to 13,515 square feet in area. The lots also do not meet the standards for lot width of the Rid district. The location of these lots take advantage of the adjacent park facility. Rambler Townhome Portion The rambler-style townhomes are located within the center of the project on private roads with accessed from Street B. The applicant is proposing similar units to the existing Trott Brook Farm development; however, some units will have side-loaded garages instead of front-loaded garages. Of the 59 proposed rambler townhome units, 14 (24 percent) will utilize the side-loaded garage feature. In order to do a number of the walkout and lookout • style units, grading will to occur to create the topography needed for these styles of units. Condominium Portion The condominium portion is located along the west third of the site with access onto Street A by individual private drives. The building sizes for the condominium units range anywhere from 4 units per building to 8 units per building. The number of units serviced by a dead-end private drive does not exceed 4 as has been discussed by the Planning Commission during review of the draft revised townhome ordinance. The design of the units is consistent with and appears to have no change from the units in Trott Brook Farms. Overall,there is very little variation in the arrangement of the units as to their relationship to the public street. Open Space The applicant has submitted a calculation of open space for the project. The calculation includes areas over the gas main easement (unuseable) and those areas at the ends of the buildings. The largest open area is 2.5 acres adjacent to Twin Lake Road;part of which is owned by the City. The total open space is 7.6 acres,20 percent of the project area. This does not include the wetland areas. None of the open space could be utilize for informal play or gathering. • S:\PLANNING\MICHMC\PLREPRTS\P01-14.DOC Memo to Planning Commission/P 01-14 August 28,2001 Page 5 IP Access Access to the units will be provided by three public streets with the primary entry at the easterly edge of the property from County Road 12. Streets will be connected to the south property line in anticipation of adjacent development on the property to the south. The City Engineer is requesting the removal of Street A's connection to Twin Lake Road except as a temporary emergency vehicle access. Access to Twin Lake Road will occur on the property to the south in alignment with Industrial Circle on the west side of Twin Lake Road. Access also needs to be provided internally to the Black property located in the northwesterly corner of the project. The City and the County would like to close the current access onto County Road 12 from this single family dwelling, as it is too close to the intersection. The driveways to the units will be a minimum of 22 feet long(condominium units)to 30 feet long (rambler style townhomes adjacent to Street B). The private driveways serving the condominium units are proposed to be 20 feet wide;they will need to be painted and signed for no parking. The private streets serving the ramblers will be 28 feet wide;they will need to be signed no parking on one side. The City Engineer has addressed other access issues in his memo. The County is requesting a traffic study for the access location onto County Road 12. • Grading and Drainage Grading and drainage issues have been addressed in the City Engineer's memo. Utilities Utility issues have also been addressed in the City Engineer's memo. Landscaping/Tree Preservation A general landscape plan has been submitted by the applicant. A minimum of 312 trees need to be provided based on two trees per lot, the landscape plan provides 233 trees. Credit can be given for large trees that are saved on site,but a more detailed tree inventory needs to be completed prior to credit being given. The trees to be preserved are along the east side, over the gas main easement on the west side, and in the central wetland area. A small clump of trees will be saved in the center of the project. No detailed landscape plan for around the units was provided. Historic Preservation • S:\PLANNING\MICHMC\PLREPRTS\P01-14.DOC Memo to Planning Commission/P 01-14 August 28,2001 Page 6 The Historic Preservation Commission reviewed the project site. Stone artifacts have been IIIfound on the site. Their memo and recommendation is attached. Park Dedication At the Park and Recreation Commission meeting of August 8, 2001 the Commission reviewed the request for park dedication purposes. The Commission concurred with staff's recommendation that sidewalks should be provided on one side of each of the public streets and also a 50-foot trail easement should be provided to Hillside City Park. The Commission recommended cash dedication for the subdivision due to the presence of Hillside City Park, a recreation area directly east of and adjacent to the project. Recommendation Staff recommends the following to the Planning Commission: 1. Denial of the request for a waiver to the townhome moratorium as the applicant has not provided sufficient evidence of hardship. 2. Denial of the request to rezone the property from Single Family Dwelling to Planned Unit Development as after the adoption of the revised townhome moratorium, a townhome development will require a rezoning to R3, Multiple Family Dwelling. 3. Denial of the Preliminary Plat. 4. Denial of the Conditional Use Permit. • Without a rezoning to PUD,the preliminary plat and conditional use permit are void. The applicant could request approval of a single family plat and leave the multi-family portions as outlots until the revised ordinance is adopted and the moratorium lifted. If the Commission finds that the applicant has provided sufficient evidence of hardship to grant a waiver to the townhome moratorium, and the Commission elects to recommend approval of the remaining land use requests,staff recommends the following findings and conditions: Findings of Fact for the Rezoning Request I. THE REQUEST IS CONSISTENT WITH THE LAND USE PLAN. 2. THE REQUEST WILL NOT ADVERSELY IMPACT ADJACENT PROPERTY OWNERS OR LAND USES. 3. THE REQUEST PROVIDES AN OPPORTUNITY TO PROVIDE ADDITIONAL HOUSING TYPES AND STYLES SERVING A DIVERSE POPULATION WITHIN THE CITY. Conditions of Approval, Preliminary Plat and Conditional Use Permit • S:\PLANNING\MICHMC\PLREPRTS\P01-14.DOC Memo to Planning Commission/P 01-14 August 28,2001 Page 7 I. ALL COMMENTS OF THE CITY ENGINEER SHALL BE • ADDRESSED. 2. THE DEVELOPER SHALL PAY FOR A TRAFFIC STUDY COMPLETED BY A CONSULTANT HIRED BY SHERBURNE COUNTY. 3. ALL COMMENTS OF SHERBURNE COUNTY SHALL BE ADDRESSED. 4. THE DEVELOPER SHALL ENTER INTO A DEVELOPER'S AGREEMENT OUTLINING THE TERMS AND CONDITIONS OF THE DEVELOPMENT. 5. THAT THE MAILBOXES SHALL BE CLUSTERED. 6. THAT THE CITY BUILDING AND ENGINEERING INSPECTORS SHALL HAVE THE ABILITY TO SHUT DOWN CONSTRUCTION IF HISTORIC ARTIFACTS ARE FOUND DURING CONSTRUCTION IN ORDER TO ALLOW FURTHER ARCHAEOLOGICAL STUDY. 7. A SEALCOAT FEE IN THE AMOUNT DETERMINED BY THE CITY BE PAID PRIOR TO RELEASING THE PLAT FOR RECORDING. • 8. AN ENGINEERING ESCROW IN THE AMOUNT DETERMINED BY THE CITY BE PAID PRIOR TO RELEASING THE PLAT FOR RECORDING. 9. PARK DEDICATION FEES IN THE AMOUNT DETERMINED BY THE CITY BE PAID PRIOR TO RELEASING THE PLAT FOR RECORDING. 10.STORM WATER MANAGEMENT FEES IN THE AMOUNT DETERMINED BY THE CITY BE PAID PRIOR TO RELEASING THE PLAT FOR RECORDING. I I.WATER ACCESSIBILITY FEES IN THE AMOUNT DETERMINED BY THE CITY BE PAID PRIOR TO RELEASING THE PLAT FOR RECORDING. 12.THE DEVELOPER SHALL PROVIDE AT LETTER OF CREDIT FOR 100% OF THE COST OF THE IMPROVEMENTS. I 3.A WARRANTY BOND SHALL BE PROVIDED AFTER THE IMPROVEMENTS ARE ACCEPTED BY THE CITY AND SHALL BE • HELD FOR ONE YEAR. S:\PLANNING\MICHMC\PLREPRTS\P01-14.DOC Memo to Planning Commission/P 01-14 August 28,2001 Page 8 ID 14.SIDEWALKS SHALL BE PROVIDED ON ONE SIDE OF STREETS A, B, AND C. 15.A 50-FOOT TRAIL EASEMENT SHALL BE PROVIDED TO HILLSIDE CITY PARK ALONG THE SOUTH PROPERTY LINE FROM STREET C. I6.A DETAILED LANDSCAPE PLAN FOR THE CONDOMINIUM AND TOWNHOME DWELLING UNITS SHALL BE PROVIDED. I7.A DETAILED TREE INVENTORY SHALL BE PROVIDED IN ORDER TO GRANT CREDIT FOR EXISTING TREES TO BE SAVED. I8.A HOMEONWERS ASSOCIATION SHALL BE ESTABLISHED FOR THE MAINTENANCE OF THE COMMON AREAS. A COPY OF THE DOCUMENTS AND BUDGET SHALL BE PROVIDED TO STAFF. I 9.THE APPLICANT SHALL MAKE, AND THE CITY SHALL ACCEPT AN OFFER FOR THE PURCHASE OF OUTLOTS A AND B, ELK RIVER CROSSING PRIOR TO RECORDING THE PLAT. • • S:\PLANNING\MICHMC\PLREPRTS\P01-14.DOC vii,,, v - oa ! 1 • Moog Vji 00 \, •ig — dill 4• 0 ou u:C a,0 i1 wnn,. T.-11 f , 4r1 ,s, A vAli ..1.. 1.: 11..- 0--- ktmpl„,„, . fmi..---m-re--97.--- .4...-,....,-,4- 47 •.0 Illk e 11 ''''ilair-nrilirr4t74107"147.E �n ummaks-m. 1 dv t1 I i 16..l • iJ i € -ion il I HILLSIDE Mil IVNHCE MEMIE I r OM CITY PARK \ft I i 2 '' .•11I. aJPfl. I t rt6110:\\ in 4" ,. ASITI$ 1) .7A11911111.111 TIM11' '' . "iWV 1, 'r4 MIIM IV' CRCSSR�: 4J*Ij__ (PRIVATE) . MD ,,,,11,,, Vi WIA\ 1 1 3 I1 Fon'i . �R,° _ t . - "VENUE '_t► ` h lid t. � � N .,„ Location Map1 Elk •�. Case Number: P 01-14 River • .ri Howard R. Green Company August 22, 2001 File: 815310J-0240 Ms. Michele McPherson Director of Planning City of Elk River 13065 Orono Parkway P.O. Box 490 Elk River, MN 55330-0490 RE: TROTT BROOK FARMS SOUTH Dear Ms. McPherson: As you requested, we have reviewed the submittal package for the Trott Brook Farms South development. As you are aware, this is the approximately 40-acre site in the southeast quadrant of the intersection of Tyler Street and CSAH 12. The submittal package consisted of seven sheets including Existing Conditions/Survey Plan; Preliminary Plat; Preliminary Site Plan; Preliminary Grading, Drainage, and Erosion Control Plan; Preliminary Street Sections and • Profiles; Preliminary Utility Plan; and Preliminary Landscape/Tree Preservation Plan. These were all prepared by Westwood Professional Services and dated July 27, 2001. In addition, storm drainage calculations were supplied, also prepared by Westwood Professional Services and again dated July 27, 2001. Based on our review and comments received at the staff review meeting, we would offer the following comments: 1. The proposal is to develop the site into 19 single family lots and 137 multi-family lots. The development proposal does not include the Black residential home site in the corner of Tyler Street and CSAH 12. The development, however, does include the outlot from Elk River Crossing development along the east side of Tyler Street. This piece of property is currently owned by the City of Elk River, and a portion of the property is in the process of being given back to the Blacks to offset the easement the City acquired from them for the construction of Tyler Street. Any development of this property should include provisions to incorporate the Black property in the future. The City and the County do not want to see the Black property proposed to be developed in the future with access off of either Tyler Street or CSAH 12 because of the proximity to the intersection. Any access to the Black property for redevelopment in the future must come internally from Trott Brook Farms South. 2. The development proposes two access points — one to CSAH 12 at the eastern edge of the development. This will require a permit from Sherburne County. Sherburne County may require some additional construction such as a right turn lane. The second access proposed is to Tyler Street. Currently, it is shown approximately 600 feet south of the • intersection with CSAH 12 at a point where the median is not and cannot be opened to provide left turn access. This proposed access onto Tyler Street should be moved to be Ltr 8-22-01 McPherson[1].rev Page 1 1326 Energy Park Drive • St. Paul, MN 55108 • 651/644-4389 fax 651/644-9446 toll free 888/368-4389 • opposite the main access to Elk River Crossing off of Tyler Street. In fact, at this location the median is not only broken but a left turn lane into the Trott Brook Farms South property is already constructed. The internal road system provides two access points to the property immediately to the south. One is approximately 200 feet off the east boundary, and the other is approximately 450 feet away from Tyler Street. These should provide adequate road access for an internal circulation as the property to the south develops. 3. The Grading, Drainage, and Erosion Control Plan submitted is at a scale of 1"=100'. It is very difficult to do a detailed review on a project this size at that scale. We would recommend that the Developer submit a 50-scale grading plan. Generally, the items we noted in the review of the small scale Grading Plan is additional elevations need to be added to indicate the tops of ponds and overflow elevations to determine that storm drainage will not endanger any of the buildings. There are also significant areas where the yard drainage does not follow rear lot lines. In these areas additional easements will need to be granted on the final plat. There is also a significant amount of storm sewer piping along rear lot lines. In some instances, simply regarding the area could eliminate this pipe. In other areas, the main line storm sewer should follow the street rights-of-way with catch basins and leads into the rear yard areas. A more detailed drainage review will be possible when a larger scale Grading Plan is submitted. 111 4. There is a fairly sizable wetland located in the north central portion of the site. Portions of the wetland are proposed to be filled for construction of roads and other grading on the site. No wetland delineation was provided with the submittal package. However, it does appear that a delineation has been done. This project will need to go through a Technical Evaluation Panel. The wetland process will need to be concluded prior to any final approvals for this project. 5. Review of the drainage calculations indicates that in concept the design is reasonable. However, there are a number of significant issues that will require the storm sewer design to be redone and possibly the ponding areas enlarged. Specifically, the calculations allow 12.9 cubic feet per second to discharge from the site after development. In reviewing the storm drainage calculations for the Tyler Street trunk system, there is only 4.9 cubic feet per second allowable from this site. There are also some minor issues with the tops of the ponds versus the high water elevation of the ponds. The storm sewer model does not indicate enough freeboard between the high water elevation and the top of the pond. We will work with the Developer's engineer to revise the storm sewer calculations. 6. The sanitary sewer system to serve the proposed development consists of an extension from the trunk line in Tyler Street at the southwest corner and laterally sized sewer lines throughout the development. Water service for the proposed development will consist of a connection to a stub constructed by the Elk River Municipal Utilities near the northwest corner of the development, off of the high pressure portion of the water system. The water lines are looped through the development. The second connection will be further east along CSAH 12 near the main entrance to Trott Brook Farms. The Utility Plan for Trott • Brook Farms South shows the watermain terminating at their east boundary near CSAH 12. In fact, the extension over to the stub across CSAH 12 will need to be made at this Howard R.Green Company Ltr 8-22-01 McPherson.rev CONSULTING ENGINEERS Page 2 • time or the water system will not be looped. In addition, the Developer should be prepared to pay for at least one of the crossings of CSAH 12. They were installed by the Elk River Municipal Utilities, anticipating some type of development south of the road, with the idea that installing them while CSAH 12 was under construction would be substantially cheaper than crossing CSAH 12 after it is completed. As with the other portions of the Trott Brook Farms development, each unit will need an individual sewer and water service or the Homeowner's Association will need to be the responsible entity for billing purposes. 7. It appears that Streets A, B, and C in this development are proposed to be public. The looped streets serving the townhouse units appear to be private. Even the private streets should include concrete curb and gutter. Easements will be needed over these private areas to allow for the installation of sewer and water and other small utilities. Oftentimes, a blanket easement over a common area is a better vehicle for allowing utility installation. If you have any questions concerning these comments, please call. Sincerely, Howard R. Green Company G�',�E. "-e4) • TerryJ. aurer, P.E. TJM:tw • Howarc R.Green Company Ltr 8-22-01 McPherson.rev CONSULTING ENGINEERS Page 3 • I, City of Elk -, River MEMORANDUM TO: Planning Commission FROM: Heritage Preservation Commission DATE: August 28, 2001 SUBJECT: Trout Brook Farms South The Heritage Preservation Commission (HPC) reviewed the items on the 8/28/01 Planning Commission agenda and felt there were no conflicts or issues regarding the preservation of the city's heritage with the possible exception of"Trout Brook South". The property involved with this request is part of the State Historic • Preservation Office (SHPO) site 21Haj. Scatter lithic (stone) artifacts have been found on this site. If any federal permits are required, a review of the project by SHPO will be triggered. It is possible that SHPO will require a phase 1 archaeological investigation of the site. Apparently, the artifacts found on the site were reported to SHPO by a previous property owner. Little additional information was available. The site is not on a prominent land feature and is some distance from any waterway. In the opinion of the HPC, the site is not considered an archaeologically sensitive area. However, artifacts have been reported. The Heritage Preservation Commission is recommending that any additional artifacts that are found during any phase of this project be reported immediately to the city and SHPO. City inspectors should be made aware of this potential on the site. Additionally, the HPC recommends that city reserve the right to require further archaeological investigation, if warranted at a later time. • II tadb li pow 1 ila. t ova 36-iir • Sherburne County 4E04 4+.j PUBLIC WORKS DEPARTMENT ,l�i:i inimillinibilk Rhonda F. Lewis, P.E. August 24, 2001 425 Jackson Avenue Elk River, MN 55330 (763)241-7030.800-594-5208 City of Elk River Attn: Michele McPherson 13065 Orono Parkway P.O. Box 490 Elk River, MN 55330 RE: Trott Brook Farms South Dear Ms. McPherson; After reviewing the drawing for Trott Brook Farms South we have several concerns and offer the following comments. The proposed access location for Street B to CSAH 12 is acceptable, • however in order to best insure the safe and efficient operation of CSAH 12, Sherburne County requires a traffic analysis be completed for the proposed access onto CSAH 12 by an independent traffic engineer hired by the county and paid for by the developer. The access location for Street A to Tyler Street is not acceptable. It should be located approximately 725' south of were you have it on the drawing. It should align with the access west of Tyler Street that is shown on the drawing. We also have concern with the configuration of the exception at the southeast corner of the intersection of CSAH 12 and Tyler Street. If this property becomes commercial, access to Tyler will be impossible or at least very difficult with such close proximatey to the intersection. Sincerely, 444_,,,e___.,"6t2 a-\--e---- Richard D. Corbin Sherburne County Public Works Westwood Professional Services,Inc. W • July 27, 2001 7599 Anagram Drive Eden Prairie,MN 55344 Phone:952-937-5150 Fax 952-937-5822 Michele McPherson Toll Free 1-888-937-5150 City Planner Email wps@westwoodps corn City of Elk River 13065 Orono Parkway Elk River, MN 55330-0490 Re: TROTT BROOK SOUTH Ref: 20011034 Dear Michele: On behalf of D.R. Horton, Inc. we are very please to submit this application for the development of TROTT BROOK SOUTH for your review and approval. Trott Brook South is proposed as a Planned Unit Development(PUD) similar to our current Trout Brook Farm development to the north. Requested actions include Rezoning, Conditional Use Permit, Preliminary Plat, and eventual Final Plat and construction permits. ZONING/LAND USE • Trott Brook South consists of approximately 41.5 acres of land(38acres plus 3.5 acres of residual ROW from the construction of Tyler Street) that is currently zoned and guided for medium density residential development(see attached legal description). At a gross density of3.7 units per acre, the proposal is within the guided intensity for the property. DEFVELOPMENT CONCEPT Trott Brook South was designed to serve as a transitional land use between commercial development to the west, mixed-use residential development to the north, city park and open space to the east, and guided medium density to the south. Home styles and types will be the same high quality as those that have experience tremendous success in Trout Brook Farm. Carriage homes will be located in the west 1/3`d of the site and most adjacent to Tyler Street and the commercial development. Row style townhomes make up the central 1/3rd of the development, with single family homes constituting the remainder andabutting the City park and open space to the east. MORATORIUM We are cognizant of the townhome moratorium implemented by the City and feel that there are several compelling reasons that this application can proceed as the moratorium continues. First, the proposed uses are within the anticipated density and character of development for the site. As discussed during the review process and developed in Trout Brook Farm, higher intensity uses are a reasonable transition to • lower density development where commercial uses or major circulation corridorsabut property. The transitional proposal of Trott Brook South is from commercial and collector roadway through medium Designing the Future Today since 1972 density and low density to open space (west to east), and from medium density and collector roadway • through mixed use residential to guided medium density (north to south). Further, the development proposal is a logical extension of Trout Brook Farm and is being built by the same company. No new or unproven home styles or building types are being proposed. EXISTING CONDITIONS The property is currently a single-family home site/hobby farm consisting of rolling topography depress ional wetlands, open meadows, and a variety of woodland types. The only access is off C.S.A.H.12 at the northeast corner of the site. A second access to property south of the site is also located here. Tyler Street has recently been constructed west of the site, and C.S.A.H. 12 has recently been upgraded by the County. A gas line easement with two pipelines extends across the entire western property line, and an overhead power line easement extends just off and along the entire south property line. VEGETATION /TREE INVENTORY Because of the size of the property, and the amount of woodlands on site,the use of mensuration methods was discussed and approved. The inventory indicates that a total of 33,082 caliper inches exist on site. The type and character of trees varies by stand, and ranges from a mix of cottonwood and boxelder in the low areas, to maturing oaks and maples near the homesite and along the south property line. Other stands include mixed softwoods like aspen and birch, and a significant plantation planting of red pine along the gas line easement(west property line). Many of the wooded areas have extremely dense understory • growth. SLOPES / SOILS Slopes across the site generally range from 0 to 6%,with a small area cf slightly steeper slopes at the south central property boundary. Soils are those typical to the region and are generally loamy and sandy in consistency and suited to the development of homes, streets and associated infrastructure(County Soils Survey). The final determination of the soils consistency will occur once a soils report has been prepared. ACCESS /CICULATION Access to the site will come off Tyler Street and C.S.A.H.12. The City would like to eliminate the existing access drive that crosses the west edge of the parkland to the east. Extension of streets to the south is anticipated. PROPOSED DEVELOPMENT As indicated,D.R. Horton is proposing a mixed use residential PUD to include 156 homes. The development has been designed to transition intensity from commercial west of the site, to open space and parkland east of the property. Housing types will include 4 to 8 unit back to-back Carriage homes,4 unit • row Townhomes, and standard single family detached homes. of the recent upgrading and construction of abutting roadways, access will be limited to one off • Because Tyler Street, and one off C.S.A.H. 12. The Tyler access is approximately 600 feet south of 12, and is consistent with the approved offset north of 12 and into Trout Brook Farm. The access off 12 is as far to the east on the property as reasonable development will allow. Two streets have been extended to the south for future development. All three housing types exist in their own areas of the project and off of public streets. Several private drives and roads are proposed for the multiple housing neighborhoods. Existing wetlands on the site have been avoided to the greatest degree possible, and storm water ponding has been sited in the lower areas of the site. Existing trees have been preserved where possible to provide screening and separation. We are please to submit Trott Brook South for your review and consideration. We look forward to working with the City of Elk River toward the successful completion of this development. Please contact me if you have any questions or if additional information will help you with the review process. Sincerely, WESTWOQD PROFESSIONAL S RVICES INC. Edward J. Hasek Senior Planner, Landscape Architect • • /k00-1 • i\Aij �o 9 A01 I O 77 ///W M 00 \)()I� f\iof '‘ ,6,11'` cv9 refre Gt t, €r i N/ GI fie v kJ ' �) I p-1` • 1 - -red `I~i foL,'J 1104 62,a x (0c r 1106, 6, 0- ficimc1--A4-,tn > 1611 . 10 Getil - z�f'I GUl . ►r� x Z4161 ,E GOA (7AX/ Gebi �l obw2 x L 2.� - "1/0- `.2 0N). 4 - 17iv) (c'O • Gail - zi-t7 .iv) . LtUi7 >e, Rymo 0:16uu)A1-41 -7 (3 0 = 700 -O m E ( 2 - /Mk& 'A-oc tvA i' (01s G - Cpl , in I D coc,W X (0J = C(21 -7 • Gil ' 1 (aA . r v� Zoe ►n AoV P 6 1 v 1220x&titimi • IWbW 'ri/tenaro l 12-o �-eAi1. - '2O Cad . • u1 'illY2 Q1 = &')� - YYd) gado lrAriAl - "7 .U! 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Call 48 Hours before digging: ( -1-� / 1/°I ;'i' \ \ I / I 1 \ / / / / / GOPHER STATE ONE CALL �\,,�,1 �, r r\ \ �� J_ L _ J ` L i I \ / / Twin City Area 651-454-0002 _ (\\/,`(\/�\ /-( \\�// \ /'.I�II1', / _ /� .- ?� �'� _ — J — — /�� I c/` / y Mn. Toll Free 1-800-252-1166 O D //' 1411111 `£`NGe 3�the 5? 744--01-the SW 1(/4 / III l r I < ' --y. �� � Sec- \` i• 1--I P Sr l l ;/ //.�l�/�`•\ o \_ � � / ,l I 1 1 I b ► 6;-I � %�1'v / i! (, tip t \ = -a '--Mulifamil R#iden al5 /rne of the SW 1/4 o rhe ' 1/4 Qyr - \ --_l LSec 35-JJ-16 �/:_ \., `r' �_ ►►, _� = _ _ ; -- _ , .L _,J-ji L —I - — �,— — — 1 _D iG . 1\ -/ A' / . ,--,_. t --589125143-E 982.06 _•; r� �� = - H \ 070 . —_ — s®� —- — 55.:5 I 60 I•r��,E _w* .1'1,3T p l0 1f) I,.-. - ,..—_ • _ -- , \,:/ \ ',,/, ,4,1 ° ' 900 s. '� 'E ' ;} Legend l , l J F'= ` ''0e o! the NE • of the AyW 7/, v'• - - _ 9836 /,1� (' t - e ',1-J2- 6r 63 1 i Q BUSH/SHRUB 0 STORM MANHOLE 56:5 :� \ 5 E 1 1t 1 "- •L_ /.-E R ^ CONIFEROUS TREE TELEPHONE BOX ;1 .cr'r - ? 4•4, I - - _ E f _J Jy:P DECIDUOUS TREE TELEPHONE MANHOLE r`- • 1 t - L9�JJ- • - .1 \ - H. .1 �• _ "Ilk WETLAND ® TRAFFIC CONTROL BOX �- \ \� �c,l �_ 1•,99,6 i E A `` ` J • / 9 3 I 1 • STEEL/WOOD POST B HAND HOLE 1 " SIGN-TRAFTIC/OTHER -�- TRAFFIC LIGHT 003: \ '1'1 4 \ 9 ( _;moi ! _ - _- E I 7- SIGN-TRAF1lC/DINER oa GATE VALVE ,\,1 0 _ \\ 1 c , D MAIL BOX O HYDRANT `- 9r£ECj/r:"',� _` 9r5 •4 - I~ HANDICAPPED STALL R WATER METER ^' ' - �' /7 ; y a 0 PERC TEST 0 CURB STOP BOX _ / .0? ~/d, \ 1 t I © MONITORING WELL WATER MANHOLE \ N9.:,!�' t 11 XI NG WE. .4m"..:---4.,( �' �=r 1 • 11� /-- i i x vo�/ .".' �P C SYS (�1� i ' I CY J -- ® CABLE TV BOX 0 WELL 889 5' 8849 - £E \ 1 "* _ -- 1 I \ e , J x\ .I I 1 I \ `its c 1 sr 1 :� 's• _-,i.o GAS0 METER —cn— CABLE N - e °_S 11 ` 909 5 ' I !I ; f-'' I ' ; �,E STREET UTE —us— GAS UNE S \ •„! e- ., I J n?... I / 903 5 - - fCGal ¢ i I 4. , GUY WIRE — - POWER OVERHEAD I i �I , x \ s iN\ tiz 1 ,1 y -y.c..3 ti ,, i1,� r,'L o -- ,o' POWER POLE —^�- POWER UNDERGROUND . • Q,q '1 pt + - -- 900 4 - i{\ \•\. i 1 1'n . © ELECTRIC BOX —s.— SANITARY SEWER 1 I ( I • ' " .::.\\i' A—\, t i r I _ - 10 ELECTRIC METER —3'o— STORM SEWER Comm. PUD ... ,'u'I II Rid'• x I - . t ' , ' f- - — — L® 'r I �Rla © ELECTRIC MANHOLE —row- TELEPHONE OVERHEAD �- a \ i tEl ELECTRIC TOWER me TELEPHONE UNDERGROUND Commercial / sveloped �• �' ° Q en Space ��/jj -�. t: 1 ,1 ' \ fs 0 SANITARY MANHOLE —••— WATERMAIN Cas) i ' I ^ 0 ,, � c F ® SEWER CLEANOUT —•— FENCE UNE W \`/I a ( I • _' * I i _ • - .'. + ' I iii BEEHIVE CATCH BASIN �,..\� DECIDUOUS TREE UNE I I / r , i i �f x q3o ® CATCH BASIN ��yMMN CONIFEROUS TREE UNE W I I ,< a.. •90r i D --`_r I -_ r"� �•- - i '1 FLARED END SECTION Y V V V CURB k GUTTER `03 3 1 / / -/''� - - , l,ll,_ - .- � CONCRETE SURFACE Nal BITUMINOUS SURFACE 1� ! ?, -900- I _ c 1 .r,,t ';,- J\ ' I t' n 8090 9053 - \ J `" ___- _ ICC ii -,,,, ,. I y � (� • 1 f, 1, Soil Types Q i 4 ` te= 11 I '' `\ •I •\ _Z3 9799 t MAP UNIT SOIL a / ` .- i `• 78 HUBBARD LOAMY SAND. 2 TO 6% so T I I ' \ s'",',\ '\ , \s - I --- ' N ' 'i 4 ' _ 1 ' 4548 MAHTOMEDI LOAMY COARSE SAND, 1 TO 6% v' , 11 ' '''.<,:'\\ .\ , \\ ' \ - '- ` -- i I 540 SEELYEVILLE MUCK,0 TO 1 1< \ _ 623A PIERZ SANDY LOAM, 0 TO 2 X o \� I I\ I ;} \\ \•- \ h• \ - 1 \ X11 7308 SANBURN FINE SANDY LOAM, 2 TO 6% NIr`\'SI N/ I 1 I /--•••-•., - • 926 9 �o�- 1• • I I .1 t \` \ 1110 ISAN SONY LOAM,0 TO 2% " \�" I I, 55 \ \`c' ,3rS \ jI II , 12608 STONELAKE-NEBISH COMPLEX,2 TO 6 E ' I \ \ \ \ a\ I 11 II 12600 STONELAKE-NEBISH COMPLEX, 6 TO 12 S -a \ 1 1 ago_ / 1 ,1I li _ -1/.615- '•1 u - - Tree Inventory , I , I I >( --�• -S - Nf 1/4 of tpe NW 1/4 1 __ - I `i I \y\I Sec 2-32-26 \ •-_ �,., ' I I' - I I. o, • .o. �. � � 'i p„ 1` p, ro. 'c" If Iii TREE INVENTORY UNDER SEPERATE COVER- — • _ 1 _ ) _, ,t ! 0' 100' 200' 300' s,39 r 1V r 4.. R ; r--w�; NOT FOR CONSTRUCTION { ` 9-, 20051034 00 20051 o34rxv1 DWG Undeveloped D.te 7/27/01 Shen/. I OF 7 __ Trott Brook 1,,...7......7 er • """r"'"r ""' e..tr�. wra.i Prepared for. Existing CondionB� W 5 D.R. Farms South �.Westwood Professional Services,Inc. DHorton, Inc. 7599 Magram Dave +� r nu y Phone' 157/9373150 Fax'952/937-5822okt �� @ 20860 Kenbridge Ct., Suite 10 411 AI , 1(^4z Survey Plan ��Ra..4a�'!� lakevtl4 MTnn..,d. S5llat Rlir Aive Mi......M. 04UUI westwooa rrotesslonal aervlces, Inc. / I((' •�� _-L_ -� L -- J, , - -, - �/' �l j /� _� 1 Existing Legal: 0 CJ \ KI,„' „`/I /1 � '1': 1\`\\\ / \ \ \_ _ / J �`I _ The Northeast Quarter of the Northwest Quarter - = ' — =f'a.= — "l.,L- I ` _ ,' tofhe Section 2, dsofTownship32, Range ds. EXCEPT --:.1 rr'' 1 the North 4 rods o/ the West ZO rods. '� Together with v Od :,--E..••,,,%' the�w i/r or the SW//4 ,•'/ / I I, r I / (� ,I �_ Sce '.I�C.>\.326•''\, , I I �® c�`�" -- I - \ /\ That port of the Northwest Quarter of the ' \ \:,'- . C,_ !� / I I I ' L1 -I--I f ” < '/ Northwest Ouorter of Section Z Township 32, 0 / / , N 5--,,-:---,-:-' ''\ ;\-�� ," ' j, I ,I I I , I i I J r}f(-I�l ohe 26 and that port of the Southwest Quarter ��- v F - of the Southwest Quarter of Section 35, Township g i/ I , _„,....,„:,....._z„--„,„„„7,-,., �- r I 't,/ �- 33, Range 26, ! n easter! of the easterly right U '/ crn�--r On'q+r/ '''-us'''''-'� `r,•^ I `� - y 9 yl N 9 Y Y I ' \'-=�-=�\ ,vi c`r,v''" i I I�� h of way o/ Tyler Street S line of the SW I/< of the SW 1/4 r 1 ,I \ ' ` •� _- _ L - J I - - i, '� Y v T 1_,,,,,,,` 1 1 Sec 35-33-26II N 111 '`� - _ J- .�' � - '�, y -r,i Iry " 11__ - --t I �zo —'- - - - - Development Data _- '// 1' ` ' \ _ _ _ i r � t• \ { r 'esJTotal Site Area 41 49t ac___ \ /',,, . , L1 I-,I l t ..i,hv :2.1 -c- .-- _--- •- ------- ,-_ --' --- - ---- - Existing ZoningRld Ib1 Proposed Zoning P U D / /' - - S o,l. •I \ I -- - Total Single Fomrly Lots 19 '' / ' p II� ` ��`v�•� \' '19 \ ! �- fine of the N£ 1/f of the NW 1/3 / Wet Land 4 i h S_ •-•,-- 3 --- - ,' - 3 , I 1ec 2-32-26 ( (?( I •' Total Multi Family Units 156 III' I \ '�" ` 1-------1( '/ I 50 -�/ Site Density(gross) 3 763 units/ac ,/ / r \ NNG Ut(6ly£psement p i.'C II I. �1^ t,,• �\ \ I Street Dedication ' \ I] •1 /�/ \ , V \ ,19 \ \ A= �1•• II a1 47 32 '>'• '+7 -9" ' ' - (yam - Streets A, B, C 4 95± at 02 ' 2 i X ( - - Co. Rd. /12 1-00± ac. .I 1 i 117$x011I, �• Wet Land \ � 115 e 9yq. �'� \,1 • c4 } i Lot Areas (Single Fomrly) a � 41 C ., CZ - ' 1QK} > - - Minimum Pro osed12,10ft0t: s f.- :ill, ( - Zoning Standards (minimums) Ij ` 1 •• {� (..01\6, \'\ 24 -x :YI - Lot Width at Setback (SF) 60• u c I1 •` Rs:as:�»rt 1 i - a JS ,JT 3 'a�•' • I S ,-' ` �_ 1 ,� - 90 1 , w e,"`� •, - Front Yord Se!bock 30 --- I \`�I,I ' ( 1' o V 161 1 (� S �0 ' S1 1 5i:9-f•h- „__ -- \ \`\Sfel > - - Srde Yord Setback 5/70 R (5 ft garage side) • 'I - •- , - / /_ ( } 11� 23 ' -& ' raS, '5 " I , / 1 �t •t •a - Rear Yard Setback 30 (t- • I ' - , I \ / 3, -111 L Corner Lot Setback 30 ft • 1• i � I t a - //,� 1 Milk: ems, -37r / �:'. 1• �1 sz ! i„ �„ 41 �' nv 'S. Vicinity Map •, /II - - I : ...,I wet Lond 1 \ \,-,--1,_ �, •I IC''+.i.o wc^1 /� -X35,I 1 �., f 1 , J \.� I rn \ I I� _ rr51 1 .1717--/---- L i i, N �r<� �14111 � _ _ <,1 .I _ za-. �P� - ti 11 1 _--- -\ 3 \\•I -\. r -„,""0 1. ,y% LT—_,,L) `✓17�.o I .'f,)�,�:/L:i. / ,1 0-11j13 rn� I I ,, n` 2-- n 1n rr pu,are. n `�`I-' Y 6 oa 'I} _ 6��� ' 1.1tin` ` ^PJ'� �,.. ' 2�' I I I uox nn I '•` 1'\///• ,.I• " I ' 111aN' _- --- \'' _ ® II`I -1 -152 e1 \\ y '•1 ,CCC 1�,/ (/,' ry 1 ¢��n O Zl ` 1'`I I 51 I )1 ' �. 1''i I I' 1_ - I• I. 4/'l '1 \\ q. \II I ', 1 , I� t= • 1 16'4.1 I `.� ! -iso- ,e • -°, i it �� I , '1 rs1 eaoo } I ,.tp,.n LiII ) I�t .1 — -1 m SlTE gii �� I'• �IIr s, _ ► —� �n '1 0$ ','--,'-'2'5"-=' ,_,_,--'-'- ','.-tet1r _,e, ((}})i fi °\� -,. 1, 119 '''c: �'. e1 I 1 16104-‘-l'-'-3':-.' -\. v-3` __ r- I� 1 !!i �1 .7� : er I = H[.IC Il1VSR r l i II �N i i I ^ 4I 51 '4,s' ip151 / , L_ ysr,_ _J 6 ,, No Scale 4( 1=1 i I ry ase '- 4 a''�. _., 5 i i i F` VSs-- ---1 -It) - "rzoo"\l, / L _ I I I I r..rt n 11 i o.e1 7 I 11 !1 ,' ssa� nM ,,{ 4 1 I --16� _ ii l r _ -- __ NOTE' C� I �,I o 119 , B I r,.n v' 'f '„ % - _ - The lot dimensions and areas an this plan are I ll 7 ••`I I' 11111 I I fl I n _ v +5 'ra ".,r S1 .1 • e 'i i� /2 ,fit .11 1,3 • ;`""_ „ ..rti I ,' - approximate- Refer to the Final Plot and i ' I I 'AI I I n9 1 1 , .a s ffo,„...., I vay.„2 �=-(- 5r- -1a ���LLL"". I supporting data for exact lot drmensrons and I ( z S'F a` fI ue w¢g \Y --rao . ( areas. Ir/II I� 5 ,^\ .\ •y F1 1 _ rgirt ✓1VI 26� 1 ` �h._ 5 ` 12 I \ F I/ - Easements other than fyprcols are noted on I Irr ; 1 \ - - - /f ( the fan ;l► JZ I 2:‘,./.7,1 'ry ry rr,.,,.rt L rz.00.:e ( Typical Single Family Lot: �i / i1t9 77 f- �sr,•1 neo-' 1 I' / • \ \`� �R 4I 6 I_c ' •/ II--_- 10”REAR UTILITY EASEMENT(TYP) I / I i .'I I; /� i 7a' 7J i � �` •\ 3 -. 104 -' L •,rxss_ y Ilz_ z.oa»e! •l _ rr r _ X 0. I ,1` I ! I '1 / / I ,,,,,„._____1 . 7, J2 g., �\ %(,,, ,•., 9\ I �- - r-:"-tBQ.-.-i } I 5 0=1 -SIDE YARD DRAINAGE k I '�, I t 4, 37 32 1 41 ` '.'4•24.118 yrt� ��4 7 --11 '1'1 V 4-93°--- p� `� ,1 UTIL/7Y EASEMENT ,I III f 1 I h' - ry jDa \ .� rqg1iz.ou+ann. t1 5 0" (--- 21 LOT NUMBER 111 I {lr >; ry +le ry rs,artb„ ' M If?. 'eo on• 2 e Y = • .'` i \ iso-- I I -iso - ''! s(C I I- ' i 8 I a '.fir •- o v 12` I r' N I I N- TYPICAL LOT DIMENSION I I /l , itev,aa nae,,L, 1 +1 17o rrv•16 15 14\13 - o)are\ o Sy ru re o :;nu,aa • ', ` - L •7J 7J J2 47 ^17 37 J2' 47 -.---r,-,,,,-...,?[_,__,--_,,,_M "-',_) 0,�, _,'tip '' l IJ3 4a �91 , �'1 QD `� -16�' �'1 . 1 ,. ' `� 10 0"-1 DRAINAGE 1r UTILITY 1 II \ _'"z. -'__- `�`^^^� I 1 -_ - I. - - -- - EASEMENT(T}P) ML • _ i' it L--L --� I �S hne o%the NE of the NW - - \ ' j BO TYPICAL LOT DIMENSION `®' ,'1t Sec 2-32-26' --- -- ' I I _ rorI , ,a. _ 111111110111 MINNIE -- '-,00- wy I I'. _ 'u" wr, .,°"D _ - • I 0 I ( - ' - - STREET I 1 1 I I• I I I -- ROW 0" 100' 200' 300' f y,Ir +'<' _ - 1' =v` NOT FOR CONSTRUCTION M-1 20011014 20011034Per1 ONG Data 7/30/01 Sheet 2 OF 7 • __ Trott Brook r ct els. .rFarms South Preliminary Plat r........1, u+a u.r i err l..u�a odd KM Preparedor. // Eden Westwood Professional Services,Inc. ""�'T j yJ'.....7r- o,e.t tmt D.R. Horton, Inc. 7599 Anagram Orwe C`��Gl{ 11 Eden Pralne.MN 55344 LAD a'a"� �i 20860 Kenbridge Ct,Suite 10 Phone 957/937-5150 Fax:952/937-5E22 °d Huck177/m ,Faca •�•+a++w`rl- Lakeville,Minnesota 55044 Elk River, Minnesota -_-_. ..—_____ Coil 48 Hours before digging: •• GOPHER STATE ONE CALL �\\ \.,//' // � / / � .\ \ ` L_ J —L —� L — — J// / C / / Twin City Area 651-454-00020116 `�. C. / Mn. Toll Free 1-600-252-1766 c. ,\ _ / 1 I \ �\i J/N I "\. \ \ / / / / r ` -7 r — — — I —1 DEVELOPMENT DATA • IT ' \ N. \ \ \ / / I I I ' / I �, ....4"\ \ / / I I I I I I I/ OutTotllotsite�Area: 4]49 Acres \ \ < / I I I I I I I y o 6o Acre, \ — \ ` Public R4W: CSAR No. 12 1.00 Acres \ I I I I IL_ I_I \ \ \ ----- J I I I I Public R-O-W: Steeta A, B, & C 4.95 Aces N N -- / I I I I I I I I Developable Area: 34.94 Acres Y'/' \ C \ —` _ _ _ ,/ L L pl Wetlands 355 Acres \�//`/� _ _ — J — J L — J Total Units: 156 Units \ nl6--\D-----7-2 -- -- — _ I — — — — Single Family: 19 Lob Town \\ ` B _ _ — — _L — — — — Development Density: 137 Units 446 Units/Acre LOT AREAS I 1 ----. I Average S.F. Lot Area: 13,616 S.F. I ( \ N. ,,• \ \ 1 TZ Average Townhome Lot Area: 2,449 S.F. 1 I I I i i ,\ ,' .\ 1 N•\\ I /•/ I e e LOT STANDARDS I I i � � •� � /J Lot Width L I 7 * 1 // 28 • Single Family 80 Feet Min — -� m COMMON LOT 36 ` 2s o O Front Yard Setback 30 Feet _I t_ c 11, _f • __ ��j+ �, ' i yei =''� Private Street A 25 Feet Min. _' / �n �= I Side Yard Setback I o 1, I EMI . , Single Family 5/5 : 10 ft Total 1 I I I �i. i ���0PE1_ `�G� I 1 L , .r II I e , ' J — _ W.'�� ,a`� — J Typical Single Family Lot: I I I I j ' MI- •y ` 2 r 30•REARYARD SETBACKin Liu 111 I 1 I / -`t'--i---F-- tn 01 1-i---i--i_-- I so0 'O r'� / O y�/PG�� 10 —i —SIDE YARD SETBACK TO LIVING AREA f I // / �a I 1 I 111=111 =MIN 1, . / \ o. } I L— 3 I 21 LOT NUMBER \ •_ 1 I ' ,, I I 0 I v = �" •/ / I ' 60• 5 --j I— 1 SIDE YARD SETBACK TO GARAGE v I as 7 4 , ROW 4 SIDE (NON LIVING AREA) 111 ,f�, 1 1NIuflh[ -- q l ./4"'&Vil • / 2 66 1 1 MUM # u11o w IOIAI s40 (— —I L - J ►-JO' A I 3 6 r 1?..,, STREET MICILi m 6 a ROW J I {.�R D' iI / t •40)' }O ,� • m 4 < n r I n 1 I I ��; M. 4 l a -___ i i 7 s [ 1 ! IlIi_ + 'k1 @�• k m s I tt�� .r ow I— 1 L _ J AtiPP L— I = L — J 1 AA. .ia 1- -I 11� j � `� J �e �; i 4.1 Ilittri *p1. ■ �� L ,0. , 8 34 • I. , ROW ��� L 30 SETBACK g_g 420' SETBACK I, L _ MEM 1 1 ilimil MN= • ( I 0• 100• 200' 300' NOT FOR CONSTRUCTION 0-1 20011034 20011034CDP,DWG Date: 7/27/01 Sheet 3 OP 7 Trott Brook t w'—a,m -..r.�.a '.. W ' a"t�` Prepared for. a.....e..u....,aW,_.m,1r.raora+•owu o.+n.a nu D.R. Preliminary y Westwood Professional Services,Inc. � �� •�-- DHorton, Inc. Farms South 7599 Anagram Dnve < ( t PO6! Edm M1r1e,MN 55341 `"" .LL v� Site PLan Phone 967f937-5150 Fu.957/937-5622 Panda D.144/4 f 20860 Kenbridge Ci,Suite 10 7/27/01 ,,,^•,y. 17716 *�+o,...m.y.ie.t. Lok.v,Il. Mi..,...,.F. wuA - -_-- .,_- • 02001 Westwood Professional Services, Inc. Call 48 Hours before digging: / GOPHER STATE ONE CALL // �� 1 /\ /\ ) L _, ? 1 } L — ' I \ / Twin City Area 651-454-0002 n / ��� -.� L J — I / Mn. Toll Free 1-800-252-1166 \,` ,‘,'•,, � \ /, ` "�- S , — — I i / i ,o v: LOT CORNER ELEVATION i.•0 `�\\\ '� )S 1 Q// /'Or�b \,���o'; .a �l �T la / � I / �' rte' 22 al LOT NUMBER `• I \ / / , � � • — — f`� _ .,� .�� •1' � / I / i t DRAINAGE ARROW / rn l' . 1- /- / ■ — — 1; 9160 WALKOUT/LOOKOUT GRADE GE• r� , - \✓ / 1 _ —,�;� _,T �, {1 - ELEVATION IF APPLICABLE F' �' 2\ / / ! /( ,� o `� .F--< `1�,\ III _� /�/ ( ) SJR V / �+ \ \ •/ // I 1 I I\,` /I ,lI % ���' I l , \i \\` - I^`I-I '1 ` W� 916 D N p.0 fig,"" ���`� / / ,I� I / I IjI ) 1 l '• /* . ��+ 9.4 0` ��_MINIMUM BASEMENT FLOOR � \ \"� lll1I ` I I r ELEVATION ��44'w- 50/ L ^ ` �� ---,,,._---_LI l' ' jl I IH 'r ), I _j\ , j pi \ FRONT GRADE ELEVATION ���.14�8�:,•.� /MU DRIVEWAY .�. .e•e .�� \ \ • It\\ �__ � ;c.^a, �� _�ya--Ga—�a�-_�_ yr R = RAMBLER- GRADED FOR 8 0'OF DIFFERENCE FROM THE � `•�I��� ��� ��A a�� '_ �.�w-a r^^- _.-..L==- �'�" -5� / );_ i� BASEMENT FLOOR ELEVATION TO FRONT GRADE ELEVATION ►`�1r �'�?�A :•i�1�� � \ = ( =� -•- -��` ---------'7,---:-'/---- 1:.-T—' o_ '�` �— — --32>— AT GARAGE / ty�' �\rte • ��j�b'�.`•• �� __ 12� :mu. �A•�. .j i , �� - � -�' —•' '"" '-- - -` � _ _ F8L0, SLO =FULL BASEMENT LOOKOUT, SIDE LOOKOUT, j''����.� I \�• _ .7.1-.: �� �TT ». / / 1"- WASHED ROCK �'� II (Ii .\‘'.- -' \,' \ -- _ •o� a _`l _ _ GRADED FOR 50' Of DIFFERENCE FROM THE LOOKOUT GRADE / \i -�-OND r __ -1.7 .`� _ `_- ------------- 1 _�� - ---_oe ELEVATION =F FRONT GRADE ELEVATION ID GARAGE. ` \ 0 TL$T 893.0 I -.--__.=.7,_,,---_- � •• _-ate. as �t0.„..01 ���__5a--' a /p � '71_i=— - __ _ _ _ _ 0.�, _ FRWO =FULL BASEMENT WALKOUT, GRADED FOR 8.0' OF - f / • ', �C\ 0Yf(• vVIL ^_�'y' ` - r - =-r„!.,_L F2 __ a DIFFERENCE FROM THE BASEMENT FLOOR ELEVATION TO g _ �._ .�. s \ II. ��� j� — F. - i --- -',� _ FRONT GRADE ELEVATION AT GARAGE- ' •Ilr *l n ,/ -+�i tr"--”'�1. ,w POND #1 _, �� h,f 1 .� - ef: �H. � // / ,1 ti `-�ouTtETEL.= gl. 1:1...t,1 i" = , (jq f� , i^.\ l11111k ‘01.1:4 (� �5: � 1907 0 , Iwo) 'IIS-- '-� / ii I / it --±*---__. TYPICAL LOT / - 7'; ii4111 14-s!,,-,"' )-'-' x 1�1 —__� i /l I \ NOTE: ROCK CONSTRUCTION Ili ( I G` i --gyp' c I- ROCK CONSTRUCTION ENTRANCE SHOULD BE #11, 1 '1 . \ �i ice._..-.�_.. 1 �`! ���ep �1 7 /�)6. A MINIMUM HEIGHT OF 1.0'AND CONTAIN ENTRANCE 9 �"o yo2, �t '� \t ,/,41j ;; 1 -"��+"�M�•$'� j�l�, I i t _ EXTRA STRENGTH FILTER FABRIC MAXIMUM SIDE SLOPES OF 4:1. .,1,_„1,4_ — / c•..,,,,r1,;:' oVVV ` i '� .�, ) i.II■if I r"�,y�( / TYPE II - EADDNG WIRE MESH BACKING NI sI oe 0 1 J `COMM101J LO 36 jt • ,x ig,I{yy_O i le, !• ,,I I,I- ( (`1 TYPE 111 - ADD WIRE MESH '3' 01l� '•, f 7� I t \J \ ANO HAY BALES��jj Q �iL !■ \� n��;ro°%o.� • \ ll (11, ;,y/ pia" �i4) gLh��/� '�\ .1 �� STEEI OR ��l1���111� IIY�" \ C .�\ \N j WOOD POST �iull�s lk3y� �lJ�s�i1 I; 'Cr`tlY�,v 'd9�i �IL . f °w r 'inil I/AI��� ,� \ ' �/ •/ �11 SILT FENCE (T )`, \ IPIO irgle�l f I II AP•ROX-LIMIT¢ l ,h 1iyiihy,'o, -0— LBGSND STORMWA R flw�w� ,` ^/ --�. \ '`.\ j ��i �1 tot: "�14 / I. L T '0 ;5:°:�II•0��9' 10'-0" MAX SPACING WITH -��� I N'' =NAM .� --- ., ) C-- Ana..'`fir � I Of EE5�71Y • ����� r i z \ ,. ;hll>L/{i1rL�L �1 / 'N f epi REM N111r.)� fi-0'.MAX SPACINGS WITHOUT TE PONDING ' �' (' �" ✓ ='./ �.\ 111 I (PUBLIC VALUE CREDIT 'y WETLAND N1 TIGATION 1' ,• J ♦ N ) 1 �o l' I I 1 ( )� I,�IWI�:y / �� l• 1'It!I. I��' WIRE SUPPORT FENCE )1111114 H•, AREA, ' `���- ! i 1 11 ®- ` -rI i I , ; IF A1,� •T' k i�-``�1 I; I� I1 1_ IIID \ PONDING HEIGHT 9' MA% � WETLAND FILLNC. .t'i'L�q�'1 ' t1p—`�// ��� ,"g y „3 RECOMMENDED iI'�, ,, �Cj ��. t! I.-' '•� � //J.�-�2� FILTER FABRIC, STORAGE HEIGHTWETLAND REPLACEMENT •/ 1 �' A WETLA D FILL .�� � lit )- - \/ / ATTACH SECURELY. • ili _.1 1 w A �y�r .f�l�A - `� 1„ \ (Wetland Creation; New Wetland Credit) y _�e� pfd ,• AR A�T ) '1� ` �!'' , \\ STEEL OR TO UPSTREAM •. �� ,I Trojan,. ��� _ ' ( <� s�i��,„VV y1' 1, PONDING HEIGHTREGRADED WETLAND BUFFER AREAS SHALLa' ��. _ a•' p s \"G,�.� f 1„ r \ ,� ' 1 36- HIGH MAX SIDE OF POST. I. o ¢. "V;. APPRQX. LIMITS WOOD POST 1 J — 3 RETAINI \t 1 /I I�� I YYY4,'� OF,;`%IS NG \ RUNOFF RUNOFF rMODIFIEDEATNATIN/OOTASEEDry MIX 15A R 1LI I \- -g-f--�-oc Id I ALL1 ., I" -a�' �� t T ;,s`.. _, H`'... VEGR SS LDFLOWE _. ' I I wl1\ { 7yp , l y S•• `I 7I (T'�P) ./�`. SEED MIX DEVELOPED FOR PRAIRIE REGIONS1III 1 — Illlll / (, `,) 1 .' I , / I 1I h� !. L \ 12� MIN.' "'"� '"�� '�,e� ' �C �■- U 1.---:-.--,---.-,,\ / ,,.�,„ slo,, I ..� I 1,r r, Pte, m! /•,,-,_____ ----_--,__�---------,--- ,: ��- 4'.6' TRENCH '*e: :._, DENOTES SDENOTES ILT BORINGNCE 8 I 1� '��� `�:� � / WI 12- MIN.i` ;? Df L r, 1' II � TF1 COMPA LL Io..�E R isr=1 "1—"': • -�q � v / 1 � cTED 11 °t1,. 8- .�u�..u� IIQ_���I , ; t / 1 DENOTES HEAVY DUTY SILT FENCE I � � � I. ' � IIS,`Qy ^��� �' � BACKFILL , ,� ��- l �j•,� ��. � � �. . ��� � GRAVEL _980== DENOTES EXISTING CONTOURS 11.1U ' £ 4. ..[11-1'. /� , el p1 r:��'/p I I ;\ STANDARD DETAIL DENOTES PROPOSED CONTOURS v 4• S . ��� ,, / - it 1( I' \\\ �, TRENCH WITH NATIVE BACKFILL ALTERNATE DETAIL �{� I r 1� - DENOTES EXISTING STORM SEWER 1 II 1 , f\_i-g-F_- [ � I /Avt0l� ` `��'y' 1 ) 1 '''1\� I I - \\\� 1 ' TRENCH WITH GRAVEL ��� DENOTES PROPOSED STORM SEWER 7 _ em \_ — ���`"'�J�V�4� 11 .1' ' \ '�lo �S�_L' I� ll� \ NOTE. li!! Iv I 1 \■ ■ =/+o�, .,��eji �- �l` '� f �_ '� ?,}r-TREE JTEcTiIII • tJ _ ��c���i�,( ` �' ��W 1 Ty yEN 1 INSPECT AND REPAIR FENCE AFTER EACH DENOTES EXISTING TREE LINEII •�rIr(I ,�. � �`4�, L411(7., / b\� � ^'7n // i '�•l?� I STORM EVENT AND REMOVE SEDIMENT Wr1ENr"yyyYy� L1J1 e .1 ���� ,� A` ����1��� 'e•_�FI � � �I,�I.�i'la�� ���-.� / 4I. NECESSARY REMOVAL DMITS APPROXIMATE TREE o ; !C'� � \�� `� P'• ` l 1 iI`;/ 2 REMOVED SEDIMENT SHALL BE DEPOSITED . 956 3 DENOTES EXISTING SPOT ELEVATION +� _ , �� wDENOTES PROPOSED SPOT ELEVATIONI po' - � A _ � it , '" /' 4 '�I'. TO AN AREA THAT WILL NOT CONTR18UTE /SEDIMENT OFF-SITE AND CAN BE ��� DENOTES BALE CHECKS AROUND Ca' -'- I �� � '' ,•`� ” J )_ PERMANENTLY STABILIZED. to AI ��i�■1 �> ��fitlArd/(1. •. `7� ' ���� 4 � a �• F,-,r..- r� � �=__ ._. C TCN BASINS I�-,ik,� " -' �-`�� a. � ��, � ; ) � -� -- 3. SILT FENCE SHALL BE PLACED ON SLOPE EOF DENOTES EMERGENCY OVERFLOW �,� ,A (U �04°: • ,„ Hifi , � 5 lo. \ .- f ��• CONTOURS TO MAXIMIZE PONDING EFFICIENCY ELEVATION ia Mar lila I"•' , .,, ., ; \ / �`- =�:1���� i���I� „ ,„•, , SILT FENCE I —�� '/If �Q,� ��� �� �6;4174- 7=;.11111 1 iP.atil 'ill''''.:) I° �I ���'' II I I)r GENERAL GRADING do DRAINAGE NOTES: EROSION CONTROL NOTES. , IN .5 206• ',t41,7711,..;714,,,, 40�•�"�1� !�&�I / I / ,� ) `” ,J 1'I . All CONTWRS ANO$POT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER • ALL SILT FENCE ANO OTHER EROSION CONTROL FEATURES SHALL BE IN-PUCE ®I• I" 105-2'06iill 1 ' i��� ��C 11� / .. I -' ` GRADES UNLESS OTHERWISE NOTED PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL I 'Q '�'� 'vVI ����0 ^c'' I 1,,',1:1, 7"07 TABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED EXISTING SILT FENCE �� t �"t • '�l�� �� C �� .,� 'Ia 1, ',j�I \�,/ ;',' �' • REFERTOTHESITE PUN/RECORD PLATFOR MOST CURRENi ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED �� �� �� ►�0 R1• I ; ---- `\ HORIZONTAL SITE DIMENSIONS AND LAYOUT. INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE I •' �'■■( 052 . \ � � �� �■ �' � , .•'�' I : II • AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL • �' I� \,I �I�I7��,/*j711��C:ll�� .■' I 1` THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING TEMPORARY PONDING,DIKES,HAY BALES,ETC.,REQUIRED BY THE CITY SHALL BE r< � , ` � .. UTUTIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD VERIFY INCIDENTAL 70 THE GRADING CONTRACT. III 1 •�. a�►. I7�e� _---_---_ _��Y---__+-•,.-- ' / 1 PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL.IMMEDIATELY NOTIFY THE �� �� rt•�•p•a1•�•�.t••�. �_ �� y��� �-� I ) ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PUN • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END I MX ! Jx * �`+� �••�`0 �� 1• i I I / Of EACH WORKING DAY A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED . ' __ d \ _ J I J - : ALL RCP FOR STORM SEWER SHALL BE CLASS III UNLESS OTHERWISE NOTED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBUC STREETS 1 I 2�•J N. \ ``i-- I I -I`1 •l \_ ALL CATCH BASINS AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPS° \ ` \ '' I 1 / i %. / 0.10 FEET. RIM ELEVATIONS ON PLANS REFLECT THE SUMPED ELEVATIONS. .a .av ''••••,,,,________-----' I \ ( I , I ) 7 r II • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. - - ,I. 1 , ' I`•` \��� I �- \ \ _ �\`\��' \>\'�1\'..t". � III // J I I -"--.-i.----.." _ I J`1 I I • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES 4111 .t1 I IG, ro — �J I I NOT FOR CONSTRUCTION ° 00 zoo' 300 jI M-1 2001103a 2001101•CDP1 OwG Date 7/�/01 Sheet 4 OP 7 _ Trott Brook 'a-'a'`�''W'�.W ��`a `'a'-' _^'� Prepared for. Preliminary Grading a� W OM lam o �R Farms South IlY Westwood Professional Services.Inc. °am-'" •-�' "°�•` — D.R. Horton, Inc. 7599 Anagram Orwe L71- Rands �1t Drainage Erosion Eden Pnlne,MN 55344 ` 3E Clubdut °r"" 1 20860 Kmbridbe CL,Suite 10 Phone 952/937-5150 Fax 952/937.5822 Piadi D.Hagen, ,ea 1>,•..l.x ar7ar Control Plan 7/97/M 19')tc T•L••H1L a!:•......,.•. CCn•a C11. n. an 02001 Weetwood Professional Services, Inc. Call 48 Hours before digging: - ----\ i N u GOPHER STATE ONE CALL ✓./ / ` L JL L \ / Twin City Area 651-454-0002 \ \ \, \ / \/ / f — — J — _ /Q '' / / Mn. Toll Free 1-BOO-252-1166 • IIIIImee Ail 0 ea 4 \/ /\ \ / 1\ / / / 1 t O �- U * / / / l /'I \ �/ / ' ( i / n -1 r �- l I GENERAL UTILITY NOTES; / Ni�*� \ \ \ D / / / I I 1 I I I I I I I i / • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION I/ AND NOTIFY THE OWNER OF ANY DIFFERENCES. /. / \ \ / I I I L I_I r\ • UNLESS OTHERWISE NOTED. ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL / • D \ N 4 \ —1 I 1 I I CONFORM TO THE 1988 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER 7/ /' N • \ ` / I I I I I MAIN AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM SEWER I INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN.' AND TO THE L. -- _ J J I STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION' MINN. DEPT. OF TRANS.. \ ., \ == a= a aJ 1 JUNE 9.1988 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE ���_ --- — �a�— —a0—� _ — — — - REQUIRED TO FOLLOW ALL PROCEDURES AS OU TUNED BY THE LOCAL AGENCY. D \ �4Tto • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE D . _— _ REMOVE PLUG•CONNECT —. pv� TO OUSTING/6'DIP WATER a — — — OF THE PROPERTY LIMITS. MAIN W/16'xe'TEE k 16' aQ G Dtp W/1 �. 0,7 - • SEE ARCH. PLM! FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS. /` — _ _ as _a< —_ •_ — a ,-• dam— u SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT. 1 D / • VERIFY EXISTING INVERT LOC. k ELEV. PRIOR TO BEGINNING CONSTRUCTION. Kefcioio-Aligili\ ��� e'DIP PLUG AT \ PROPERTY UNE • THE WATER SERVICE SHALL BE INSTALLED WITH A MIN. OF 7 5 FT. OF COVER- THE ` i i ---- -1 \\ I . /' �I CONTRACTOR SHALL VERIFY THE CITY AS-BUILT CONSTRUCTION PLANS TO CHECK LOCATION AND MATERIAL TYPE. / \ o I u e . • L ,o • ALL STORM SEWER PIPE SHALL BE CLASS 5 UNLESS OTHERWISE NOTED. ! I E. 3.0 , %11 ' \• \ ~ 44 • THE CONTRACTOR SHALL CONTACT"GOPHER STATE ONE CALL' FOR I I 1 1 \ , // .c. FI FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. I 30 I / 1.• ` 4 1 - - J rjr4 / . � 2 1 \ \/ •H O RE-162.5 ;'1' • COMMON LOT 36 91I 1 9922 ( �\- 1 ) AN, N'i ,, I,. , • MI,-20 1111 - R o 11 TYPICAL VILLAS UT1LTY SERVICE LAYOUT ° 'ow / RE-014.7 I / • �- IE-902.7 I . . . - e_ 44t 1 111111.1111RE...s 1 20 1.. 7i ?► I • Z r ,�— o- ` 1 i IE-911.5 -19 ;' 1 I • a • ' RE-9 NN-23 I I ' I• \ • 404 /�' rE 559-9 i2 1 e) 141��� � PRS' S 4,' =14 'rY DRIVE 8 I + �I� I I -- RE=910 2 V I - Milk a •1� IE-197.3 2 I Mill 4" 0' WATER 12 IS I _ I SER CE (TYP-) _ MM-19 I I RE=910 ji 1 -, • 1 1 I ' l ....... IE-990. i 2 15•-6" P,fC SAN SERVICE /' -.2.J a� i• `�y' �� `�� „ . , 3 I • M(/GLEAN'OUT(T`rp.)__ _ I/ I° I r / — I • F i 1 ,'\ 1.1 • _3_�__ __ __ 1 �/1��� I 6" 'VC SAN. 'ERVICE .a �/ • i F MH-s ` -/ rs1;:'-'11141;;V EH 9 I1LT W/C EAN OUT (TYP)1 . cJ 1 PR� .l M a r 2 ��� 5 i PRV DRIVE 9 1 + a. I u 10 4 MH- ii I li[1_4_, - . 1^\ ...Ji a I 3 Mit a I . _ A R. MN-25 Ex MN-TOS ����--114'''.:, ii�C�.L. YI °' EX RE=99301 II o , .•• ,� ��� RE-sro 7 .- d 'tel Ex 9'IE=962�Sp( ' 9025\\.. y11_ \ 1 ��jIE-907.9IMHKORO!)�/ I5IE-11.1 \ RE- 3.3 .• - 1-- SIRE-e$2.0i1IE-M9.7 ,I�` D DROP IE E-912.00 • _� ' n; v E F-9614 I - -.AP/44.. IP= • i RE-102.5 1161vi. • 34 6 9 S'PVC -999.3 A I ►,� �,�� / iilkill11 • LEGEND X REMOVE PWG ri r _ _ EXISTING PROPOSED CONNECT TO11 b EXI571NG 9'PVCI __.1'__ __i__�I;I • ,/, [�j 9• 510 7 a 10 ° STUB;IE-663.04) -:-- IIII _ _ �� ,�1'� „ ' � a_i SANITARY SEWER —G— SANITARY SEWER - -1— c. NJ1 orm,4,Eihrli 1 . HYD.W/AUX. WATER I WATER ^ _� I _6i' 11-1-'--111 7`--�' MN 1� V ( � o MN-26 Ti HYD. W/VALVE - HYD. W/VALVE ---••+- i -•} TI I ■ RE-1221 — RE-9097 STORM SEWER GdSTORM SEWER «— a ' e:-99S 7E-910., 4. 0 DRAIN TILE ---«-- DIP PLUG AT o • 9'PROPERTY UNE 9”DIP PLUG AT PROPERTY UNE A E IIIIIIMIII .1111=1 D • e_e • • g. I NOT FOR CONSTRUCTION 0 100 zoe 300 NM-1 20011034 200110303171 DWG o. L1•fe 7�27�01 Sheet 6 or 7 Trott Brook 'rent rid art " a`- - Al•• -• Prepared for. Preliminary Utility __ W _ nK D �R Farms South y Westwood Professional Services,Inc. �� •�•-• D.R. Horton, Inc. �' Plan 7599 Anagram Drive �/ fl}(� WIT Eden hau,e,MN 553M .f�•(--X111-- a--- 20860 Kenboi�e CE.Suite 10 Phone.952/937-5150 Fax-957/937.5922 °a te'• �•I ti/ 7/27/m 17714 Ta4...M. IV iet....* GRAAA �...a ..o..w.,.,u r'a'o.a.4..4. .,e v.a, no. Call 48 Hours before digging: GOPHER STATE ONE CALL <NN,',„' / // i(/' .-'/ 1 �� - I -- -- i- I - '• /I / / Twin City Area 651-454-0002 .( '\ / /,' i'I\, -- -,\ \ — --� I 'I --- - - / I `/ Mn. Toll Free 1-800-252-1166 /, it I _ — _ — — _— --7---.--,-- _ _ ! / Plant Schedule Landscape l = \' ",/A I Requirements '\ •\'' ; `�,'. / _ _ - - _ - REQUIRED (5709.65/40= 143 trees) \ \ I 1�- I ,----_ _ _ ��� �� QTY- SYMBOL COMMON/BOTANICAL NAME SIZE Trees an site:000%1 143 : ��\ - \ / ; / J i I '1/'',._ \/ OVERS70RY DECIDUOUS Hackbeny/Cdtb ocddentolb 2•88 Owr•tory.(50� 71 L I \ \ I I-1 \\ 158 �� common Thomlem Hon.yloaat/G edible Meath.ISD.ver h.mle Y Be omam•ned:(zsz) 36 I - �` Conlf•rou•:25 36 / i N% \;�' - \-,, I 1-- �r7!`� Fall Gold Aah/Fraxlnus nigra'Fall Gold 2"BB o r --` I I I .,`XI Patmore Aah/Fraxhus pennallvanica"Pat/wore' 2'BB I A1 4V' Northwood Red Maple/Acer mbrum'Northwood' 2'BB PROVIDED 1 I4, JI (1,-✓.I; Swamp *Hite Ook/Quercus bicolor 2'88 Trees on site: 233 + // 4 .1��' \\\ i,- i ! u--C, ,I (; , Northern Pin Oak/Quercus elllpeoldolla 2 88 Overstay: 158 L ,'�' \�`1 , �' _rl - �__. _J r 1 _�.,'[T � Red Oak/Ware.rubra 2�8B Ornamental: 36 i� j�1\' _ Coniferous: 39 j/ I \ _ \ - - - - �- , I — — — OVERSTORY CONIFEROUS Colorado Green Spruce/Picea pungent. 6'BB - :' ' ��� , \. - - — — ,„-7---------",::-- '�`JI --- 39 /'1 Black Hills Spruce/Picea glouce'Dermala' 6'BB TREE INVENTORY AND PRESERVATION CALCS. UNDER SEPERATE COVER. .i',1 l ff , �- \- �-�-. _ •._-. _ _ - -_ t! Austrian Plne/Plnua nigra 6•BB r II',' ilr P C� LTJ---Cr \ ` <�!� -`w-- _ - e Scotch Plne/Pins sylveetria 6'B8 r �1;. _ '- - - _ ORNAMENTAL/MIDSTORY TREES Red Splendor Crab Makes z•Red Splendor* 1-S BB Tree Inventory/Preservation Calculations X _ 11e0 •w f �4 ------ - .. - -- _ -77-1..:— __ 36 re it Spring Snow Gab /Malta x'Spring Snow' 1.5"B8 sol , el eine ,, ' - Fl!' �'`). lie--�- - ::---H'- 7 /4 Thornl.sa Hawthorn Gataea•eiw�.�.,.r••ems �\ i1�, �r�:-- _:--7-: ® / qua wsga6l'Inermli1.5'BBNOTE: INVENTORY WAS CONDUCTED PER STAFF DIRECTION USING 1� �i' =y, v.$ \. -- _ -. ) p_ ._1. — Ja an.0 Tra.Lilac S/ t V --:,�•� — 4, . \ \\ — r• p ul yringa retlde• f 5'BB FORESTRY MENSURATION METHODS. �` �� I I I�l1'1; / Quakhg Aspen/PoDulus Vemuiolde. 1.5'BB . .' -/ • T �►.? - 1 `� \ 1 I Ig;' j y � Tota aallper k,Mea Invenlorl.d: 33.062(100�� L- f- Q Preserved Existing Trees:\:\ 11 y/��.• s -- ► r - Totd sol •r Inches removed: 25,646(77fi , 1 ,Il 1I'�\ ` vl r� \ I .\ �_ - __ i 9 _ ,,e _' --• natal adlP�`� 11V /• I i iii er Inches saved: 7,436 23�[� • y i Ali n ,-: 41011% \ ►' /e iVr►y. \ Oirik ►a^1•►P�I� 4 1 - NOTE. QUANTITIES ON PLAN SUPERSEDE UST QUANTITIES IN EVENT OF DISCREPANCY Overstory Tree Detail •` `—'` _ \I=--r!!l4i/aj I►�I t ` _I ��,Ge N ��IQ �f J'--+�rl' - - S:-d: L1--9� f.�.�'dTr.411 ' I ' /�. ' ��A► - -' - -- J1w�' i� ..b I 'k' •ti 'w 'v��wry 1 ' ', t,...'ergo e.M venae all ri3v�i>ri�>tstaia>s�=>Q4�rr ,;41,.a.. �eMiullp ft /� , i' Planting Notes ` / •.' eF'N'• ,� Mil j, ���.++• I I f ��p� ) l�.q---,.4----- \ •1 % y - - Landscope contractor ahail vud site��r'or to submdUn bid to become v _ I ( 1,' - i 1 '�ir> ,L_ ( ' 1 Ipt' �,, 'i!k •h,,P��\ I' aamplelely familiar w u the efts condltlons. 9 ....r e w-.I I/,•.w..NO I I lyl eeakee N[Nee IN-wee Yam '/ \\ Y , 'to,, -4 I 'j It Is the responsibility of the contractor to identify all underground cables, `^'^•°•"e'•r^'o-•"•^•• N� 7 I -ii'-1 l \\ I �i,•1 tl��,_., Q 1 eondulta. wires, etc- an the property ■l gree•,..gw..t enc..,,,,_ •1 [ 4 -dye '�le� fj►e-�S'a- �, I ��:v i , ...7.:--: 1 I --�.a No plantlnq veil+belInstalled until all grading and construction has been �� ,•..1e .„-,,,.e,.,.•••,,,....e 1 •I 1 •l r Ti(- �N.�'. /' ' ver .r .\ I ,31% -41.,' , compl.i•d In Immediate area '�i�`r ,�.i"i•. 1�—'�l-'t�'�"'- <v°�w., .".n..... 1 / �� :4C o �ii- ' ! pe contractor shall be responsible for Mal radio nor to sodding \T�e �'�� I I ,I,I ��I ►�• �� ► �� �� • )I \,, i',1\41°41:, r Q : �e^ /V� I: �/� 1 ThPe londsca pons grading D 9 .�•J . ` ,•....r.e'.rw...m.n+w'r.n.s... 10 ,�v 'ill• ;I 1 o eratlans. , : 1 /18! '♦ID )\,___. \ \ 1' IS 711/k n I;i ' If then•Is a discrepancy between the number of plants shown on the plan and •«'"w-u "� / ---).__ ■ ' --I---I---a;-- l •� "'1,� ! /�— the number of planta shown In the plant IIet, the number of plants shown on the 1�,� i ��\ `�� �7► . `� - — plan will take precedence. • I 1 ii r i 41.1 ,C� 0 'q ,' d v/I 1 '4, - - !i/r I ;� All plants snot b.or m /, 1 ' MAIM ed 1� M�! ��\\ E4" d '� ( ,� �/\ I ,I __ _ _ D specimen quality and approved by the Landscape T7 I tom,' ,<,/, •� .` IJ 4 7 I ,_ :I _ _ __ Architect and Owner prior toInstallation- Planta shall have normal, Evergreen Detail _ ■y welt-developed branch systems,a vigorous nbrous root a tem; N• obeli he 'I 4 ' WO= W �_ 1 fill. !4. ^w/ A' / .,. / i`' ■ ((--- II I sound heath vigorous pplants from defects, dbn cerin knob,aunscdd h rtes, g 1 / WO=/P in �' + // ,.P! -400 I L 1' - •ill I• abrasions of the bark, plant diseases.Insect V , �1e! in ,a *t • I �' �I• / '1) D eggs•bons and oil lartna of mo,I -- / �!!••- ,4 n 1 .'�---�it^•1 i-- , I I'r'?' , hr.ataoona. An plants anal b.nursery grown. I J {{ I • Cl I II 1 -F__i---F-- 1',► ' ��-- J ���'�,: �ipYE(_ T' I a ►:�_y -! '\ Repair all darAag•to property from planting operations at no cost to owner ! �. -(\' 1', ■■ I The landscape contractor shall replace al no char an tree,evergreen, I I I I ; I �� ,1 , 1���- • i i' ill 1 toy . lLi q., y gr �ain r / 4 - 4% I 1 II or groundcover which fails to live through the first calendar year from lh• time ' I ' 4j l _ .: :r la M ��r j .�. — 1•°t18 r e / I ! o!float acceptance by the Landscape Architect and the Owner. All plants shag `r,y"" .1 I I 1 ;i r , � „ Sikt .�' / ��( /'I I _ 1`� ��1 1i be alive and In normal satisfactory growing condition al the end of lh• '+1v�" "'r'••�•"�•�' / � 7r� �1�r /1 \ ! �N► 1- _ guarantee period. i7 .e,....m u NON.I t► • �� 0 / ``� Com' - r • 44 -( /f - p ger �. 0` `\ � Four inch dee shredded hardwood bark mulch o weed banter fabric will he \� //.r-� N' ' ��� �� 118• .� _ 9118• ,'/ _--- Installed around all trees that are Isolated from - J --' •e_ +'"nv:e.,."Nee ;_ 1- . I I.' I ground cover orwa. -� y'� .%� �.LMI°e RR 21-104 _ Wra n material shall be oral ' �••"•^^• I i; I I• ■ �jR! v! ^j'G��y,� r� tt� Iil� ; ---------7--- .-- - ' r,, ten`Yp 1 I 4 fs!�1,�j / ■ 0 118 i.410; =_- DDi 9 quouly, heavy, waterproof crepe paper M , �/ �� y f /� Pu pose- 7r.ea anal b.wrapped _. ��._r� ■ m a� '� r 1 I -t_-_, ,j�, l manufactured far thb pped prior to 12/1 and -~— �, n•_, 1.w...M r ©_�ty7 I��► f, SII. ' 1 .I I 9118' -- - - - removed atter 5/1. w..,,..,.e....'.e,.r.,�:. ;,! I i a' I' 1 1 ,� ' �If, �` ‘ce%ttitY".•1ry�7yp �i �_� � N' I �n �'� Ywe.„w'a eweUNI / I„ ��� Jai l \� ��� �• I 1 / Tre.qu g In allDuosshatbe optional Thelandsco •conlroctor shall be r...µ.-«.e.rr•egeNe.w.+'� t Io18� ` . . I• / /I. 7/I ,eam I f l I I IU •-+ - ponable for maintainm treo in a atrai ht u i ht f;dc oto rw a entad of c - / 1 I•I r ' '. �•4 ” /- _ i ``{{���— r „ t 1 1 - / raa 9 9 Dr 9 P i��.� s,.+b.w.,.r e.n.�.M n... U r i '1 f =� ♦ O . •.�O _ i18 - ME 1 I Iii ' 04 •Cis I twelve months following Installation. 1�,��p?`�'rp: r ,•..,�,I ,ci v 104 ♦♦ pR• r!� 1118, oqo`,. ,: sere •.�: -.'aw.�:� Et u k 1 ��: `�' 1- ^ t► Stake all trees In the Held prior to digging Landscape Architect to approve v\,.,o,i„ <o; `-_-�"--a"•^••'"•.••• s / I 1 �■ -,- ''r I, Mal II I _ all locations prior to Installation 1 ' 4 s• i 4w ��� _ 118. •al Verify all existing trees on sole to be saved � r 1y � J 1 I 1, ',,�1 I Y 9 prior to any planting of new trees. •«..'Net p.save w.dw was r _rte n 'i I i i c , I /,3,4 "44': ,0 4°` ,, `� i J ,\04 0 4 /1 1 I, . ,7118,, 3 I/ I 'I 1 AO sod supplied shall be of the highest quality cultured sod available. X ILI1.' Jt _ I 15 _�408. i fir," �i � •-, I I I Contractor shall be responalbl• for the watering of all freshly sodded lawn I 1 i I 1 .r r, -else ��`-., ^ .4 i !es I I l I' arena until established After the watering the owner lakes full responsibility "� '�� 0� ►� `.5,.` Ili" trill*. - -s I a •' i181� `. - i 1 for sad. r !,I I,' I I , �• II ;'1 l NI , , `' ��� rel r l. -IO I1► `^ ,\\' All evergreen/overatory tree groupings shill have poly edging with a 4'deep n ,�', I I bus) pm 401 - - wm, IVB :►3 �'i r „ I-- I I 'I` f\• shredded bark mulchCI ' I '+ __i__��` �► \ �!' 118,18 Planting details represent adequately drained soli conditions. The contractor i I r1lowom 1.� ..ID �, //, ��l ale r / 1 ; i I J should exercise discretion In setting planta 1'-3•higher in poorly drained rolls. 1 ' !' ,� i1a /E\ m�• w ilfll■--y-J— / - 1 -/1 `T 1 The contractor a es ona'ble for l • _ !�7 N.41"....._-,-,-- _ / _ _ p providing adequate drainage in heavy, poorly O". _ _ • - •_ _��s_a_*iv, __ , •16' il• : �t+� .-= -i -� -�.., 'il I drained or ImpeMoua soils ..s �J s.n.�e.s.iws...�... J o. ¢1 I - - _ - \ 1 t - • _ i r-sea. Backfill sole use cultivated and amended soil excavated from planting hales o 5\ N n \ \ -"- - , - Remove all debris Including rocks larger than 3'In db. $ 1'\ Z",111'; \ - \ 1 ,--- 8 / - -� P \ 1' da• l p„ MEM rOv,' rev I \ Pa. ga+ /Ow r rcw I,1 i •Q" _ __ MEE p _ t,'l J\' I e 100' zoo' 300' NOT FOR CONSTRUCTION N14-1 20011034 00 20011034P1.Pt 050 D•ca 7/27/01 Sheet 7 or 7 o Trott Brook i+-+r roar.k..w.w••.,..,�..ti .r>r e..lw�. Prepared for. Preliminary Landscape/ W.r r.- Inc. Farms South ��.Westwood Professional Services,Inc. ; -�• a•aw• CIF D.R.LRHorton, T Tree Preservation Plan 99 Anagram Drrve �n,� Eden Prarne,MN 55344 fad tl�,[ """' I mow` m 20860 Kenbrid6e Ct.,Suite 10 f Phone.952/937-5150 Fax 952/937-5822 ogre L I Q Lam. ' \��jj- .tee anrt.z kr74r Lakeville, Minnesota rr s Elk River,Minnesota • • • 9 — — i I i i i i •, iii;i;i; • AO: i m �l !i141i i _ 1 I!'i'VI I `\ 'iii1 1I11111P N , \ D 411111111 '1'11111!1' I i Z i!i';!!`1'!iz ' 1 I Z 1111119 _. k 11■■■: :000111 I iI1 {i !!I'`1!; 11111111' ` Pl%Milmm - 1111111 ' : 4 'III I: I 3 !!!10!19 IIIIIIIII! ',\ n i!b,iil:lii: \ UIIJH \ o iiiiiji i \ Z Lug X11'. e I i!il!�ii i, siktml I ate* \\ o lift I i I!I j z lil�'�I,I�I I,I;I;I,; {I IIII�1�1�111 lil11 ll�Il� \ Y ����A!1� / � b is to" ' r Bili II D II IIS ,/ ■11 i■1!_ 0 I 1111 111 z m Ill ISI■ nn "/I II U IIi ' l l ill / 1/ .. i i ). gpNI! 0 g1 1'1111 1 14p pi 'II''''`'`I,■■■■ prytl a� !;li;;E! ■ a4 z it oast i�il IIIAili�i� I:lilih� fIlliliili'' J i;i�iii�!im 111110111 COI till -I 1400.... \\ t I i�iii ii, Ill I'1'I'1 IIIIIIII I,I,1,1 ��III�I� ,J3 � 1�III I/! li!!i11i!i ;' 11 i D ,1111111_IIII i ,/ I,IjI 1,1,; I, x E 0 c ma` +=Y� �y7 �_ N �a ��� D.R. HORTON CUSTOM HOMES t.-.4I I • • Exclusio Features Interior Highlights Gourmet Kitchen White Six Panel Interior Doors Appliance Package: Princeton Oak Trim and Base Electric Range, Micro Hood, Dishwasher Decorator Lighting Package and Disposal Ceiling Lights in Bedrooms Oak Cabinetry Wired for Phone and Cable TV(2 outlets each) Easy to Clean Cabinet Interior and Shelves White Wire Closet Shelving Stainless Steel Sink Spacious Walk-in Closet (per plan) Single-Level Faucet with Sprayer White Switches, Outlets and Cover Plates Custom Laminate Countertops Vinyl Flooring Exterior Highlights Ice Maker Water Line (rough-in) Architecturally Designed Exteriors Two Car Garage Energy Features Premium Grade Maintenance Free vinyl Siding Air exchanger Maintenance Free Vinyl Windows Central Air Maintenance Free Soffits & Facia 80% High Efficiency Gas Furnace Raised Panel Steel Garage Door Energy Efficient 40 Gallon Water Heater Decorative Insulated Front Door Decorative Insulated Front Door Dead Bolts on all Exterior Swing Doors R-44 Value Ceiling Areas (R-38 Vaulted Area) Designer Landscape Package with Sodded Yard 2 x 6 Exterior Walls Underground Lawn Sprinklers Raised Heel Energy Roof Trusses Concrete Stoop & Sidewalk Water Saving Toilets Asphalt Driveway Mechanical/Electrical Sheetrocked Garage Underground Utilities Exterior Electrical Outlet Anti-Scald Shower Faucet Exterior water Faucet in the Garage 100 Amp Electrical Service Premium Grade 25 Year Roofing Garage Door Opener Outlet GFI Outlet in Garage Smoke Detectors 10 Year R.W.C. Home Owners' Warranty Trout Brook Farms Homeowner Association Maintenance Functions • Common Area Electric • Exterior Maintenance of Building 1•I•11Ol N • Lawn Care and Landscape Maintenance • Road & Driveway Maintenance CUSTOM HOMES • Lawn Sprinkler • Grounds Maintenance • Snow Removal • Common Area Water&Sewer Builders License#200005657 • Insurance on Common Areas • Reserves for Replacement&Improvements • Hazard Insurance • Waste Removal tiegt ll Information deemed reliable but not guaranteed. R1aDEI13,AS cvin°N IV Cl. "We are pledged to the letter and spirit of U.S.Policy for the achievement of equal housing opportunity throughout the Nation. We encourage and support an affirmative advertising and marketing program in which there are no barriers to obtaining housing because of race,color,religion,sex,handicap,familial status,or national origin." The Coach Homes of Trout ..i,,,,r • ' Ted.,r Oct„ .. A,ky- •r "Or IP il ,it -4a—�?..L%i, . . P}Jif T • .4- • 4 . ..•, ...... ,,_, :'t?tf,.41'. t.C':04 4ic =ti .1 { ti:, ==' _=s__ �-.�— � - r=. - - _ ” �f •+fiy �� - : •r-7. . —2'__ � - — � " 111!, IN 6 . - -'-_ -..,...... --=-.._-=--- .- -... _... --���_:= _ ......7 �r , aR'=� 'P - _, =ate s _ � _ h _ 47 .ycy1tiC r _ iill =z _ - . I"�" C!,,, .l4 . +^-E � — ___ __ _ , -._:... .-;-fir,....` s , ,,r.44, .tt_S' V 0 Ole_... 1:11ii;ii: -'.---.t-'-.7.“..'- -_____,- --—_..7L..—Z4.... ...., -77.7-r-,- -7,------1-1_-__-', ""!: iii::____hk.,. 7:...4::..V. "' .0,::44124ei ,4;:filf. ii _ 5. lI 1.—iiiiiiiiiiiC"CiC"i"C;BiP"�III1�I ' �� 1JJlJlJIJHIIIIIIIIIHIIIIIIIIIIm i�iiiT i j','1 1=1 1.II�I,l.u,In,If�iI;i�i;iEi�,-i ,�!_; '�._ � : = G •,JJJJJJJ: : JJJJJJ�J _ �� i IhIII IlI 1: r y, vII JJJJJJJJ= = JJJJ_I±iHJ. == -Wr =Jp :I= -I� , �,, ---" ,..........__ „, iiilk--,,Ir!it't,,, :+;:- - D•RmotimNe CUSTOM HOMES Model Phone 763-274-1155 0 • • THE COACH HOMES OF TROUT BROOK FARM OPTIONAL DECK 12'X 12' OPTIONAL DECK 12'x 12' S ( r- , — VAULTED Optional 4 SEASON VAULTED PORCH VAULTED OWNERS VAULTED4 SEASON BEDROOM OWNERS PORCH im BEDROOM Optional �Q MINIM VAULTED • VAULTED 'dpi' 16 x 10 MASTER LIVING ROOM 16'x 15' TA'4I BEDROOM VAULTED •- LIVING ROOM �`. OWNERS O WAIK•IN sI BATH CLOSET 0 ��({�17 J OWNERS CLOSET WALMIN `, O `�I III RRF� BATH CLOSET ; 16'x 23' , , 7 (,� ---------J , OWNERS Xr. CLOSET WALKEN I I BATH 10 �I I Q , VAULTED WALK-IN I WALK IN O U 1/ DINING ROOM CLOSET I CLOSET 1 BATH n V ro VAULTED DINING ROOM i • I _____J J 'ION BATH '11 Dg' o � - ` � DN r--- $ - ---‘ V BATH QU El V El VAULTED 1 0 KETCHEN FOYER DEN/ 1 BEDROOM 2 El VAULTED KITCHEN FOYER DEN/ OPTIONAL BATH .....; 1 14'x 9' BEDROOM 2 - 41=P 13'x11' --LAUNDRYN /� PORCH —1 1 I _jA1UNDRY �, PORCH 1 JI Main Floor Finished Sq. Ft. 1577 GARAGE GARAGE 20'x 18' ANNI Mb. CAMDEN -r SAVANNAH rte-` . mm FUTURE BEDROOM 3 FUTURE FUTURE BEDROOM 3 FAMILY ROOM FUTURE FAMILY ROOM I I I FUTURE I WALK IN 1 I I ' CLOSET I I FUTURE 1 L- _I I WALK-IN CLOSET FUTURE L---- --- 41 BATH E g I 0 , BATH god RF( UR r / O UR 71171.111 / O MECH. MECH. STORAGE 1 % ... STORAGE UNEXCAVATED UNEXCAVATED • Lower Level Rendering and floor plana are artist's concept and may depict options not included in the base price and may vary in detail from the actual plana and specifications. In order to improve value to our customers,D.R.Horton Homes reserves the right to modify product,specifications and prices without prior notice. Floor plan dimensions are approximate. • • ID Exclusive Features Interior Highlights Gourmet Kitchen White Six Panel Interior Doors Appliance Package: Princeton Oak Trim and Base Electric Range,Microhood, Refrigerator, Gas Fireplace&Oak Mantle Dishwasher and Disposal First Floor Powder Room Oak Cabinetry Stain Release Carpet Easy to Clean Cabinet Interior and Shelves Decorator Lighting Package Stainless Steel Sink Ceiling Lights in Bedrooms Single-Level Faucet with Sprayer Wired for Phone and Cable TV(2 outlets each) Custom Laminate Countertops White Wire Closet Shelving Vinyl Flooring Spacious Walk-in Closet(per plan) Ice Maker Water Line(rough-in) Anti-Scald Shower Faucet Washer and Dryer Energy/MechanicaUElectrieal Features White Switches,Outlets and Cover Plates Energy Efficient Central Air 80%High Efficiency Gas Furnace Exterior Highlights Energy Efficient 40 Gallon Water Heater Architecturally Designed Extenors with Brick Front Decorative Insulated Front Door (as shown) R-44 Value Ceiling Areas Two Car Garage R-10 Foundation Insulation (Per Plan) Premum Grade Maintenance Free Vinyl Siding 2 x 6 Extenor Walls Miuntenance Free Vinyl Windows with Inner Gnds Raised Heel Energy Roof Trusses Maintenance Free Soffits & Facia Water Saving Toilets Raised Panel Steel Garage Door Underground Utilities Decorative Insulated Front Door with Gndded Light 100 Amp Electncal Service Dead Bolts on all Extenor Swing Doors Garage Door Opener Outlet Designer Landscape Package with Sodded Yard Underground Lawn Sprinklers (Through H 0 A ) Sm Outletoke•Detec Garage Smtors Concrete Stoop& Sidewalk 10 Year R.W C. Home Owners' Warranty Asphalt Driveway Sheetrocked Garage Concrete Patio (Size Per Plan) A -,4; •`9j ILI Extenor Electncal Outlet ix0 Bl11LDERSASSOCIA'110N REALTOR' ononru"iry � Extenor Water Faucet in the Garage Premium Grade 25 Year Roofing Builders License#200005657 Deerfield Homeowner Association Maintenance Functions • Common Area Electric • Exterior Maintenance of Building • Lawn Care and Landscape Maintenance • Road & Driveway Maintenance • Lawn Sprinkler • Grounds Maintenance • Snow Removal • Common Area Water & Sewer • Insurance on Common Areas • Reserves for Replacement& Improvements • Hazard Insurance • Waste Removal Th eVillas o Deerfield in Prior Lake , :„.„.. , Xv. S -• q..._ .n' 3`,i .i4 ,•• -:,,F,,.:..Y• -fin +r, �:3.'F;.�i+i ri .. •` ,,. 't.;I--•"t';v,�it?."0.�sljt. •.'SisY,rs_(ti} ..,-.%-1",t .'fµ�• , '� rs' -1.• y.. 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Lr. •'�If I IF_ (r ,rteV.,., f'1, LA'.EFF-107.41.;. .. 1. ::-I.--1 .1_1_;J_J�= ; J!JJ�-,1J'j=11 •r..M1.` ' f't, ��:1� '---- j _ -' Ci:,•.,.....,,. ,,. w,..2- J_J,J J_1__;;_„1„-_11:4112.1„1 J J-..1_•-1_1--1,1-1 a c-n150 1 --, — , , i.. �� "=ltir '•' r �, .e... .. '..__:'__. _I-.J.._!J 1_1_1 J' J J J J J .._. ""g*._ 7".*r;,-=,1., ..>..,..1-40 .--:-.:-.:;1:e:!;_-.1:',..,G_- DRHO1IIIJN® . CUSTOM HOMES Model Phone 952-226-4731 • S f THE CHIPPEWA AND SUPERIOR ist ON ------, V (7) _ —I - C)J1----1::1 I If � L__I_ J 1 — BATH lR UI I_INOKY 1 i / osII BATH \/ .— 1 J _ i,LAUNDRY 'irommm I I \ 'i-- 1 BEDROOM 2 L-J /� WAIK IN i DWI'i / i II, Mr \ CI OSET 1 , 1 ;1 \ Ii 4Y OWNERS LOFT/ BEDROOM 2 DEN BEDROOM OWNERS OPT BEDROOM OPEN TO BEDROOM BELOW Amor --r—r,rs' ''' r. ■ ra CHIPPEWA SUPERIOR Standard 2nd Floor -----8g- - , O )V [1 O :-- gg -bo -- D BATH BATH \ _;__ KITCHEN ! — KITCHEN ■ DINING u�• DINING 1. 1777 u ` MECH f IO f_• j - - ur PATIO F..."." LIVING ROOM VAULTED LIVING ROOM GARAGE TOYER GARAGE OM FOYER T 7 , ... I PATIO ----- ...if -L.__ r Standard 1st Floor CHIPPEWA SUPERIOR Rendering and floor plans are artist's concept and may depict options not included in the base price and mar vary in detail from the actual plans and specifications. In order to improve value to our customers, D.R. Horton Homes reserves the right to modify product,specifications and prices without prior notice. Floor plan dimensions are approximate. THE CHIPPEWA AND SUPERIOR OPTIONAL LAYOUTS '-.--- - 7 r_ 1 (D I I I DN ` I V — 1__ '—_J WALK IN I IANIENRY _ 1 —1 cLT CIOSEI 1 BA711 `/ s� F I BAIII (((—n���1 / x//111 r,tAUruIRY / �)WNERs r I______I -— - — BEDROOM 2 BAlil 1 I J \ �� I WAIK IN mi I I / I (I NISI 1 f ) 1 J •\,,r OWNERS BEDROOM 2 DEN/ BEDROOM BEDROOM OWNERS BEDROOM BEDROOM 3 rte[-__ -I 71.-- CI IIPPEWA OPTION 1 SUPERIOR r. - j ,J r r lJ 0 O V Li\ 0. .f_ __ D11 l__LLAUND I• OWNERS \\ �/ I BATH \- I 11AUNt1KY owNERs / BEDROOM 2 I I 3 / \ O BAlll fw. 0 DN - I mji it r I ) , I WAIK DI / f I I CLOSET ' WAIKIEi 1 L—� I CLOSET I OWNERS BEDROOM BEDROOM 2 OWNERS BEDROOM SITTING SITTING �_/_ AREA AREA CHIPPEWA OPTION 2 SUPERIOR Rendering and floor plans are artist's concept and may depict options not included in the base price and mar vary in detail from the actual plans and specifications. In order to Improve value to our customers,D.R.Horton Homes reserves the right to modify product,specifications and prices without prior notice. Floor plan dimensions are approximate.