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HomeMy WebLinkAbout2019-05-29 PACKET 06.2.STAFF REPORT CASE: PP2019-019 ITEM: 6.2 PUBLIC MEETING DATE: 5/29/19 TENTATIVE COUNCIL REVIEW DATE: 6/19/19 APPLICATION APPLICANT: U.S. Home Corporation, dba Lennar REQUEST: Revised preliminary plat to be called Calarosa 4th Addition, which will replace 6 quad buildings (24 dwelling units) approved in the Calarosa 3rd Addition final plat with 6 town home buildings that would have 6 units each (36 dwelling units). SITE DATA LOCATION: ZONING: GUIDED LAND USE: East of 63rd Street and South of 61st Street PDO, Planned Unit Development Medium Density Residential LAND USE OF ADJACENT PROPERTIES: CURRENT GUIDED NORTH: Residential Low Density Residential EAST: Residential Low Density Residential SOUTH: Residential Low Density Residential WEST: Residential Low Density Residential SIZE DENSITY: 2.79 dwelling units per acres RECOMMENDATION Approval, subject to the conditions stipulated in this staff report. Cottage Grove COTTAGE GROVE PLANNING DIVISION � here Pride and Prosperity Meet Planning Staff Contact: John M. Burbank, Senior Planner; 651-458-2825; jburbank(d)_cottagegrovemn.gov Application Accepted:. 4/24/19 60 -Day Review Deadline: 6/23/19 City of Cottage Grove Planning Division • 12800 Ravine Parkway South • Cottage Grove, MN 55016 Planning Staff Report Lennar Homes — Calarosa 4th Addition Planning Case Nos. PP2019-019 May 29, 2019 Proposal Lennar Homes has applied for a revised preliminary plat named Calarosa 4th Addition. The re- vised preliminary plat proposes to replace six quad buildings (24 dwelling units) approved in the Calarosa 3rd Addition final plat with six town home buildings that would have six units each for a total of 36 dwelling units. The location map and preliminary plat of Calarosa 4th Addition are shown below. 1.1 OODBURY BEET S— Location Map Planning Staff Report — Calarosa 4th Addition Planning Case No. PP2019-019 May 29, 2019 Page 2 of 14 Preliminary Plat Review Process Application Received- April 24, 2019 Acceptance of Completed Application- April 24, 2019 Planning Commission Public Hearing- May 29, 2019 Tentative City Council Date- June 19, 2019 60 -day Review Deadline- June 23, 2019 Planning Staff Report — Calarosa 4th Addition Planning Case No. PP2019-019 May 29, 2019 Page 3 of 14 Background The applicant has proposed the revised preliminary plat in order to adjust to real estate market trends and customer desires and to provide additional home choices within the subdivision. The 4th Addition does not impact the entire 3rd Addition, as four quad buildings (16 lots) remain out of the boundaries of the 4th Addition. The table below compares the revised re -platted area of the two subdivisions which is highlighted in green on the comparison details located below the table. Calarosa 3rd Calarosa 4th Originally Approved in 2018: 64 lots within 16 36 lots within 6 six-plex buildings quad buildings k _ After Proposed Re -platting: 16 lots within 4 _ quad buildings —As shown in yellow below CALAROSA 3RD ADDITION Calarosa 3rd and Calarosa 4th Addition Comparison Detail With the exception of the unit count change, all previously approved development performance standards will still be applicable for this phase of the Calarosa development. The detail below identifies the location of the 4th Addition in relation to the entire preliminary plat. „,.. zj> k _ _ �I s dl f I ET — Calarosa 3rd and Calarosa 4th Addition Comparison Detail With the exception of the unit count change, all previously approved development performance standards will still be applicable for this phase of the Calarosa development. The detail below identifies the location of the 4th Addition in relation to the entire preliminary plat. Planning Staff Report — Calarosa 4th Addition Planning Case No. PP2019-019 May 29, 2019 Page 4 of 14 '�; aunpr .r 1V I I l .,I m a � u k Y r y } f - I KA M1 N n I_ I!I I>7 I F 5� 13P A ,4 131 IF ,!/ 1119 l i3f I I � I q•a i I IhTM TM7 TM 2019 Revised Calarosa Overall Preliminary Plat Planning Considerations Zoning On June 21, 2017, the City Council approved the Lennar Homes Calarosa development, includ- ing rezoning the property as R-3, Single -Family Residential District, with a Planned Development Overlay (PDO). The PDO allowed for the reduction in the zoning setbacks from the R-3 zoning standards, and the proposed town home units will follow the same setbacks at the quad units ref- erenced in the PDO zoning setbacks shown below: Planning Staff Report — Calarosa 4th Addition Planning Case No. PP2019-019 May 29, 2019 Page 5 of 14 Comprehensive Plan and Density The future land use in the City's 2040 Comprehensive Plan identifies this site as Medium Density Residential. Residential developments defined as medium density have gross densities of 4.1 to 10 units per acre. To calculate the overall development's density, the overall site is a total of 136.29 acres and the original development was to have 368 lots, with the proposed change to in- clude 36 units in 6 town home buildings, the lot count increased to 380. Therefore, the dwelling units per acre went from 2.70 to 2.79 dwelling units per acre. StandardsCurrent R-3 ... • ,�•�••�•• •• a v — `T `J �' •� ;o v 3 Cottage Groveft � 55 ft. wide lots = 9,439 sq. ft. � Ibi.5th St S average lot area Minimum lot area 10,000 sq. ft. minimum 65 ft. wide lots = 10,392 sq. ft. i •�--- average lot area 4. _a City Boundary �■ " 75 - 85 ft. wide lots = 10,821 sq. ft. average — — — Major Future Roadways` L� Agriculture Preserve � _J _ a ���'� , • �� lot area - Rural Residential 1 �� �•o 50 — 60 foot wide lots = 36 lots Low Density Residential - 61 — 70 foot wide lots = 30 lots Medium Density Residential Pullmpn.Aee — _- • 71 — 80 foot wide lots = 45 lots Minimum lot width 75 feet > 81 foot wide lots = 31 lots 55 -foot wide lot was measured at the 25 - foot front yard setback line Minimum front yard setback 30 feet 25 feet (house/attached garage) Minimum rear yard setback 35 feet 35 feet for four attached quad -units Corner lot width 85 feet 85 feet for detached single-family lots Minimum side yard setback on 20 feet 25 feet for four attached quad -units a corner lot adjoining local streets Comprehensive Plan and Density The future land use in the City's 2040 Comprehensive Plan identifies this site as Medium Density Residential. Residential developments defined as medium density have gross densities of 4.1 to 10 units per acre. To calculate the overall development's density, the overall site is a total of 136.29 acres and the original development was to have 368 lots, with the proposed change to in- clude 36 units in 6 town home buildings, the lot count increased to 380. Therefore, the dwelling units per acre went from 2.70 to 2.79 dwelling units per acre. Access/Transportation The proposed change to 36 units in 6 town home buildings requires additional visitor parking. Per the zoning ordinance they are required to add 1.5 spaces for every 10 units, therefore, they are ,�•�••�•• •• a v — `T `J �' •� ;o v 3 Cottage Groveft � � Ibi.5th St S 2040 Future Land Use i •�--- 4. _a City Boundary �■ " — — — Major Future Roadways` L� Agriculture Preserve � _J _ a ���'� , • �� - Rural Residential 1 �� �•o Low Density Residential - Medium Density Residential Pullmpn.Aee — _- • High Density Residential -- 80tH-st s— Ii / ., ` Access/Transportation The proposed change to 36 units in 6 town home buildings requires additional visitor parking. Per the zoning ordinance they are required to add 1.5 spaces for every 10 units, therefore, they are Planning Staff Report — Calarosa 4th Addition Planning Case No. PP2019-019 May 29, 2019 Page 6 of 14 required to add 3.6 visitor parking spaces. Lennar Homes will be adding an additional six visitor parking spaces. When looking at the overall road network and multiple development access points, the additional 12 units has a negligible impact on traffic patterns. Also, the change from quad homes to 6 -unit town homes does not have an impact regarding traffic planning, as traffic studies only look at land use which is still medium density. There are no proposed changes to the site access transportation network within the subdivision as a result of re -platting the property. Landscaping A detail from the revised landscaping plan is shown below: X Sidewalk and Trails A network of sidewalks and trails are proposed throughout the Calarosa subdivision. There are no changes to the sidewalk and trailway network within the subdivision as a result of the re -plating of the property. Park Land and Public Open Space The creation of the 12 additional units within the subdivision requires that an additional total of $3,654.84 park fee in lieu of land dedication be contributed to the City. Development agreement between the City and developer will reflect all park dedication requirements. Utilities Except for the additional service lines required for the new units, the public utilities for the project were not impacted by the proposed re -platting of the property. Grading Grading was completed as part of the 2nd Addition, and there is no increase in impervious sur- face area. Planning Staff Report — Calarosa 4th Addition Planning Case No. PP2019-019 May 29, 2019 Page 7 of 14 Architecture The architectural controls required in all previous Calarosa platted additions to the neighborhood will be required. City code Title 11-91-5(A) requires that a minimum of 30 percent of all townhome structures exclusive of doors, windows, and garage doors must be covered in brick or artificial stone. Attached dwellings also require 240 gross square feet of garage space per dwelling unit. The elevation details below illustrate the quad unit elevations in relationship to the new proposed 6 -unit town home buildings Quad -unit Design 6-Unit Two -Story Back -to -Back Elevations Revere Colonial Manor Collection ColonialM hL 2 Stories 13 Bedrooms 13 Bathrooms 12 Car Garage 2 Stories 13 Bedrooms 13 Bathrooms 12 Car Garage 1,733 Sq. Ft. 1,7 3Sq.Ft. _ --- rr IfYu -�IIIIIIIII _, II I - 1111111P III`IIII I ����omm.r 1 A.& Tj __ IIIIIIIIIIIIIIIIIIIII�III __ --:- 6-Unit Two -Story Back -to -Back Elevations Planning Staff Report — Calarosa 4th Addition Planning Case No. PP2019-019 May 29, 2019 Page 8 of 14 Area Charges and Development Fees There are no modifications to the area charge requirements of the plat as the developing acreage has not changed. Public Hearing Notices Public hearing notices were mailed on May 16, 2019, to 150 property owners who are within 500 feet of the proposed subdivision and published in the South Washington County Bulletin on May 15, 2019. City Departments and Advisory Commissions The City's Public Works, Public Safety (Fire and Police Divisions), Parks, and Administration Departments find the proposed Calarosa 4th Addition preliminary plat compliant with City devel- opment standards. Recommendations That the Planning Commission recommends to the City Council the approval of the Calarosa 4th Addition preliminary to create 36 lots of record within 6 six-plex attached residential buildings, as proposed by U.S. Home Corporation, dba Lennar, subject to the conditions stipulated below: 1. All conditions of Resolutions 2017-033, 2017-089, and 2018-164 shall be complied with. 2. The developer and builders must comply with all city ordinances and policies. 3. The applicant receives appropriate building permits from the City, and permits or approvals from other regulatory agencies including, but not limited to, the South Washington Water- shed District, Minnesota Department of Health, and Minnesota Pollution Control Agency. 4. Erosion control devices must be installed prior to commencement of any grading activity. Erosion control shall be performed in accordance with the recommended practices of the "Minnesota Construction Site Erosion and Sediment Control Planning Handbook" and the conditions stipulated in Title 10-5-8, Erosion Control During Construction of the City's Sub- division Ordinance. 5. The final plat and declaration of private covenants must be recorded with the Washington County Recorder's Office before any building permit can be issued. 6. All setbacks shall be consistent with the approved Calarosa 4th Addition Planned Devel- opment Overlay Plan. The front yard setback for the living area of the house must be a minimum of 25 feet and the front yard setback for the attached garage must be a minimum of 25 feet. The minimum side yard setback for both the living area and attached garage is 7.5 feet. The minimum rear yard setback is 35 feet and maximum building height is 38 feet for all detached single-family structures. 7. All drainage and utility easements as recommended by the City Engineer must be shown on the final plat and dedicated to the City for public purposes. Planning Staff Report — Calarosa 4th Addition Planning Case No. PP2019-019 May 29, 2019 Page 9 of 14 8. In addition to one yard tree for each lot having street frontage, four yard trees and ten shrubs must be planted on each residential lot. One of the four trees must be a conifer tree. The developer or builder must post a letter of credit or escrow for the estimated cost of these trees and shrubs on each lot. 9. The applicant must submit private covenants with the final plat application which details the following: a. All signs, mailboxes, and accessory lighting will be uniform in materials and design and be approved as part of the landscape plan. b. The homeowners association or homeowner that has a sidewalk in front or on the side of their property is responsible for maintaining the sidewalks. Such maintenance in- cludes, but is not limited to, sweeping and promptly removing ice and snow or other obstruction to ensure the safe passage of pedestrians. 10. Irrigation systems installed within City right-of-way are solely the developers, homeowners association, or individual homeowner's responsibility and risk. The City is not responsible or liable for any damage or costs related to installation, damage, or replacement of lawn ir- rigation systems placed in the boulevard as a result of City use of or future changes in the right of way. 11. The developer is aware that Ravine Parkway South is a City collector roadway and resi- dential uses located adjacent to collector roadways may experience some adverse motor vehicle sounds. Future roadway improvements to Ravine Parkway South might occur in the future. The developer's marketing materials shall identify Ravine Parkway South as a City collector roadway. The City is not responsible for construction or payment of any traf- fic noise mitigation. The Developer agrees to hold harmless the City of any claims relative to overall noise levels associated with Ravine Parkway South. 12. All grading, drainage, erosion control, and utilities must conform to the final plans approved by the City Engineer. 13. No barrier or planting should encroach upon or over any public walkway. 14. A letter of credit amounting to 150 percent of the landscaping estimate, street sweeping, paving and curbing, and irrigation systems should be submitted to and approved by the City. Upon completion of the landscaping improvements, the owner shall, in writing, inform the City that said improvements have been completed. The City shall retain the financial guarantee covering the landscape improvements for a period of one year from the date of notice, to ensure survival of the plants. No building permit shall be issued until the required financial guarantee has been received and accepted by the City. 15. The dimensions of each lot must be verified on the final plat and a list containing the square footage for each lot must be provided to the City. Planning Staff Report — Calarosa 4th Addition Planning Case No. PP2019-019 May 29, 2019 Page 10 of 14 16. The City's curb and sidewalk replacement policy must be complied with during home build- ing. A bituminous wedge shall be maintained on the street until 90 percent of the homes are constructed. 17. The developer must make all necessary adjustments to the curb stops, gate valves, and metal castings to bring them flush with the topsoil (after grading). 18. The developer must place iron monuments at all lot and block corners and at all other angle points on property lines. Iron monuments must be placed after all site and right-of- way grading has been completed in order to preserve the lot markers for future property owners. 19. The developer shall contact the electric, telephone, gas, and cable companies that are authorized to provide service to the property for the purpose of ascertaining whether any of those utility providers intend to install underground lines within the development. The de- veloper agrees to comply with applicable requirements of franchise ordinances in effect in the City, copies of which are available from the city administrator. 20. The developer is responsible for all street maintenance, upkeep and repair of curbs, boulevards, sod, and street sweeping until the project is complete. All streets must be maintained free of debris and soil until the subdivision is completed. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on said street(s) and directing them to detour routes. If and when the street becomes impassible, such streets shall be barricaded and closed. In the event residences are occupied prior to completing streets, the developer must maintain a smooth driving surface and adequate drainage on all streets until they are completed and accepted by the City. The developer hereby agrees to indemnify and hold the City harmless from any and all claims for dam- ages of any nature whatsoever arising out of developer's acts or omissions in performing the obligations imposed upon developer by this paragraph. 21. Developer will provide to the City copies of bids, change orders, test results, suppliers, subcontractors, etc., relating to the work to be performed by the developer. 22. The developer is responsible for the control of grass and weeds in excess of eight inches on vacant lots or boulevards within their development. Failure to control grass and weeds will be considered a developer's default and the City may, at its option, perform the work and the developer shall promptly reimburse the City for any expense incurred by the City. 23. Developer is responsible to require each builder within the development to provide a Class 5 aggregate entrance for every house that is to be constructed in the development. This entrance is required to be installed upon initial construction of the home, but a paved driveway must be completed before the City will issue a certificate of occupancy for that property. See City Standard Plate ERO-7 for construction requirements. The water service line and shut-off valve shall not be located in the driveway. 24. Developer will be required to conduct all major activities to construct the public im- provements during the following hours of operation, as identified in the City Code: Planning Staff Report — Calarosa 4th Addition Planning Case No. PP2019-019 May 29, 2019 Page 11 of 14 Monday through Friday 7:00 A.M. to 7:00 P.M. Saturday 9:00 A.M. to 5:00 P.M. Sunday Not Allowed 25. This does not apply to activities that are required on a 24-hour basis such as dewatering, etc. Any deviations from the above hours are subject to approval of the City Engineer. Vio- lations of the working hours will result in a $500 fine per occurrence. 26. The Developer shall weekly, or more often if required by the City Engineer, clear from the public streets and property any soil, earth, or debris resulting from construction work by the developer or its agents or assigns. All debris, including brush, vegetation, trees, and demo- lition materials, shall be properly disposed of off-site; burying construction debris, trees, and other vegetation is prohibited. Burning of trees and structures is prohibited, except for fire training only. 27. The Developer grants the City, its agents, employees, officers, and contractors permission to enter the site to perform all necessary work and/or inspections during grading and the installation of public improvements by the developer. 28. Upon acceptance of the public improvements by the City Council, all responsibility for the improvements must be assumed by the City, except that the developer is subject to a one- year warranty on the construction of the improvements from the time of acceptance by the City of all public improvements. 29. The City will not have any responsibility with respect to any street or other public improve- ments unless the street or other public improvements have been formally accepted by the City. Upon completion of the improvements, the Developer may request, in writing, their acceptance by the City. This request must be accompanied by proof that there are no out- standing judgments or liens against the land upon which the public improvements are located. Upon the City's receipt of a written request for acceptance from the Developer, the City Engineer will conduct a final inspection of the public improvements and will furnish a written list of any deficiencies noted. The City Engineer will base the inspection on compli- ance with the approved construction plans, profiles and specifications, as required by the city ordinance. Upon satisfactory completion of all construction in accordance with the ap- proved plans, profiles, and specifications, as certified by a registered engineer in the State of Minnesota, and receipt of reproducible record drawings and satisfactory test results, the City Engineer will notify the developer in writing of the City's approval of the public improvements and schedule the request for acceptance for review by the City Council. 30. Upon completion of the work, the Developer shall provide the City with a full set of as -built plans for City records and transmitted to the City in a DWG Autocad format and pdf format. Developer must also furnish the City with a pdf format of the final plat and four prints of the recorded plat. If the Developer does not provide as-builts, the City will produce them at the developer's expense. 31. The developer is responsible for completing the final grade on all lots and ensuring all boulevards and yards have a minimum of four inches of organic topsoil or black dirt on Planning Staff Report — Calarosa 4th Addition Planning Case No. PP2019-019 May 29, 2019 Page 12 of 14 them. Placement of organic topsoil or black dirt, sod, and shrubs must not be transferred to homeowners. 32. No building permit will be issued until such time as adequate public utilities, including street lights and streets have been installed and determined to be available to use. The City will require that the utilities, lighting, and street system have been constructed and considered operational prior to issuance of any building permits in the development. Also, the City must have all the necessary right-of-way and/or easements needed for the prop- erty to be serviced. 33. Adequate dumpsters must be on site during construction of streets, utilities, and houses. When the dumpsters are full, they must be emptied immediately or replaced with an empty dumpster. The developer is responsible to require each builder to provide an on-site dumpster to contain all construction debris, thereby preventing it from being blown off-site. 34. Adequate portable toilets must be on-site at all times during construction of utilities, road- ways, and houses. At no time shall any house under construction be more than 250 feet away from any portable toilet. Toilets must be regularly emptied. 35. After the site is rough graded, but before any utility construction commences or building permits are issued, the erosion control plan shall be implemented by the developer and in- spected and approved by the City. The City may impose additional erosion control re- quirements if it is determined that the methods implemented are insufficient to properly control erosion. 36. Dust control measures must be in place to prevent dust and erosion, including, but not lim- ited to daily watering, silt fences, and seeding. The City Engineer may impose reasonable measures to reduce dust at the site. 37. All the lots platted in Calarosa 4th Addition shall be part of the same homeowners asso- ciation of the overall Calarosa development. 38. It is the Developer's responsibility to keep active and up to date the developer's contract and financial surety (e.g. Letter of Credit, etc.). These documents must remain active until the developer has been released from any further obligation by City Council motion received in writing from the City Engineer. 39. These improvements are all in conformance with City approved plans and specifications and will be installed at the sole expense of the developer in conformance with City Code Title 10, Chapter 5; or if in lieu of the developer making said improvements, the City pro- ceeds to install any or all of said improvements, under the provisions of Chapter 429 of the Minnesota Statutes, the City Council may reduce said Letter of Credit by the amounts pro- vided, upon the ordering, for those public improvements so undertaken. The Letter of Credit must have the same expiration date as the Developer's contract. 40. The bank and form of the security is subject to the reasonable approval of the City. The security shall be automatically renewing. The term of the security may be extended from time to time if the extension is furnished to the City at least forty-five (45) days prior to the Planning Staff Report — Calarosa 4th Addition Planning Case No. PP2019-019 May 29, 2019 Page 13 of 14 stated expiration date of the security. If the required public improvements are not com- pleted, or terms of the Development Agreement are not satisfied, at least thirty (30) days prior to the expiration of a letter of credit, the City may draw down the letter of credit. The City may draw down the security without prior notice for any default of the development agreement. The minimum amount for this financial guarantee will be included in the devel- opment agreement. 41. The Developer must post a cash escrow with the City's Finance Director to cover engi- neering costs and other City services, expenses, and materials provided in reviewing and processing of the final plat, including but not limited to staff time, legal expenses, office and field inspections, general inspections, and all other city staff services performed. This escrow amount will be included in the development agreement. 42. The Developer is responsible for establishing the final grades, topsoil, and seeding of all the residential lots and boulevards within Calarosa 4th Addition. The developer and/or builder is responsible for planting the one boulevard tree per lot and a second boulevard tree on the corner side lot for corner lots. The City Forester will mark the location where the boulevard tree must be planted and approve the tree species to be planted. The land- scape plan must be modified and submitted with the final plat application. 43. The development standards for the Calarosa 4th Addition Planned Development Overlay (PDO) of the R-3, Single Family Residential District, are as follows: a. The minimum front yard setback for the living area of a dwelling and attached gar- age must not be less than 25 feet. b. The minimum finished floor area for an attached townhome without a basement is 1,400 square feet c. The minimum attached garage area shall be 240 gross square feet. d. A minimum of 30 percent of all townhomes structure exclusive of doors, windows, and garage doors must be covered by brick or artificial stone (Title 11-91-5(A)). Architectural design must be wrapped on the sides of the townhomes visible to the public right-of-way and/or open space areas. e. The roof pitch of the main roof shall be not less than two and one-half feet (2 '/2') of rise for each twelve feet (12') of horizontal run. f. Windows, doors, and garage doors must have a low or no maintenance trim on all sides of the dwelling. 44. All monument signs must comply with the City's Sign Ordinance and be located on private property. 45. The creation of the twelve additional units within the subdivision requires that an additional $3,654.84 ($304.85 per lot) park fee in lieu of land dedication be contributed to the City. Planning Staff Report — Calarosa 4th Addition Planning Case No. PP2019-019 May 29, 2019 Page 14 of 14 The Development Agreement between the City and developer will reflect all park dedica- tion requirements, or it will be added to the building permit fees. 46. As referenced in Exhibit H of the Development Agreement for Calarosa 3rd Addition and the City of Cottage Grove, the cash requirement for building permit fee is $380.00 per lot. Prepared by: John M Burbank, AICP Senior Planner Attachments: — Resolution 2018-164 — Resolution 2017-089 — Resolution 2017-033 — Preliminary Plat — Final Plat — Grading Plan CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2017-033 A RESOLUTION APPROVING A DEVELOPMENT CONCEPT PLAN PROPOSED BY LENNAR CORPORATION FOR A RESIDENTIAL PROJECT LOCATED NORTH OF 65TH STREET AND SOUTH OF THE COTTAGE GROVE/WOODBURY BORDER BETWEEN IDEAL AVENUE SOUTH AND INWOOD AVENUE SOUTH WHEREAS, Lennar Corporation has submitted a development concept plan for a residen- tial project located north of 65th Street and south of the Cottage Grove/Woodbury border between Ideal Avenue and Inwood Avenue. The property is legally described as: LEGAL DESCRIPTION — PARCEL 04.027.21.22.0004 THE NORTH 940 FEET OF THE WEST 860 FEET OF THE NORTHWEST QUARTER (NW1/4) OF SECTION FOUR (4), TOWNSHIP TWENTY-SEVEN (27) NORTH, RANGE TWENTY-ONE (21) WEST, WASHINGTON COUNTY, MINNESOTA; EXCEPT THAT PART OF THE EXISTING 33.00 FOOT RIGHT OF WAY FOR IDEAL AVENUE CONTAINED WITHIN THE ABOVE DESCRIBED PARCEL, LYING IN THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 27, RANGE 21, WASHINGTON COUNTY, MINNESOTA, LYING SOUTHERLY OF THE EASTERLY EXTENSION OF THE NORTHERLY LINE OF OUTLOT A, PINECLIFF 4TH ADDITION, ACCORDING TO THE RECORDED PLAT THEREOF, WASHINGTON COUNTY, MINNESOTA AND LYING EASTERLY AND NORTHERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE NORTH 00 DEGREES 49 MINUTES 49 SECONDS EAST, ALONG THE WEST LINE OF SAID NORTHWEST QUARTER, A DISTANCE OF 808.64 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 07 DEGREES 13 MINUTES 25 SECONDS EAST A DISTANCE OF 176.82 FEET; THENCE SOUTHERLY 75.06 FEET, ALONG A TANGENTIAL CURVE, CONCAVE TO THE WEST, HAVING A CENTRAL ANGLE OF 08 DEGREES 06 MINUTES 53 SECONDS AND A RADIUS OF 530.00 FEET; THENCE SOUTH 00 DEGREES 49 MINUTES 49 SECONDS WEST A DISTANCE OF 58.01 FEET; THENCE NORTH 89 DEGREES 37 MINUTES 41 SECONDS EAST A DISTANCE OF 3.00 FEET TO THE EASTERLY RIGHT OF WAY LINE OF SAID IDEAL AVENUE AND THERE TERMINATING. SECTION 4 TOWNSHIP 27 RANGE 21. LEGAL DESCRIPTION — PARCEL 04.027.21.23.0003 SECTION 4 TOWNSHIP 27 RANGE 21 THE WEST 80 ACRES OF THE NORTHWEST QUARTER (NW1/4) OF SECTION FOUR (4), TOWNSHIP TWENTY-SEVEN (27) NORTH, RANGE TWENTY-ONE (21) WEST, WASHINGTON COUNTY, MINNESOTA, EXCEPTING THEREFROM THE FOLLOWING: THE NORTH 940 FEET OF THE WEST 860 FEET OF THE NORTHWEST QUARTER (NW1/4) OF SECTION FOUR (4), TOWNSHIP TWENTY-SEVEN (27) NORTH, RANGE TWENTY-ONE (21) WEST, WASHINGTON COUNTY, MINNESOTA; ALSO EXCEPT THE EAST 357.24 FEET OF THE WEST 1269.24 FEET OF THE NORTH 185.00 FEET OF THE SOUTH 1651.00 FEET, EXCEPTING THE EAST 30.00 FEET OF THE WEST 942.00 FEET OF THE NORTH 25.00 FEET OF THE SOUTH 1651.00 FEET ALL IN THE NORTHWEST QUARTER (NW1/4) OF SECTION FOUR (4), TOWNSHIP TWENTY-SEVEN (27) NORTH, RANGE TWENTY-ONE (21) WEST, CITY OF COTTAGE GROVE, WASHINGTON COUNTY, MINNESOTA. ALSO EXCEPT THAT PART OF THE EXISTING 33.00 FOOT RIGHT OF WAY FOR IDEAL AVENUE LYING IN THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 27, RANGE 21, WASHINGTON COUNTY, MINNESOTA, LYING SOUTHERLY OF THE EASTERLY EXTENSION OF City of Cottage Grove, Minnesota City Council Resolution 2017-033 Page 2 of 6 THE NORTHERLY LINE OF OUTLOT A, PINECLIFF 4TH ADDITION, ACCORDING TO THE RECORDED PLAT THEREOF, WASHINGTON COUNTY, MINNESOTA, AND LYING EASTERLY AND NORTHERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE NORTH 00 DEGREES 49 MINUTES 49 SECONDS EAST, ALONG THE WEST LINE OF SAID NORTHWEST QUARTER, A DISTANCE OF 808.64 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 07 DEGREES 13 MINUTES 25 SECONDS EAST A DISTANCE OF 176.82 FEET; THENCE SOUTHERLY 75.06 FEET, ALONG A TANGENTIAL CURVE, CONCAVE TO THE WEST, HAVING A CENTRAL ANGLE OF 08 DEGREES 06 MINUTES 53 SECONDS AND A RADIUS OF 530.00 FEET; THENCE SOUTH 00 DEGREES 49 MINUTES 49 SECONDS WEST A DISTANCE OF 58.01 FEET; THENCE NORTH 89 DEGREES 37 MINUTES 41 SECONDS EAST A DISTANCE OF 3.00 FEET TO THE EASTERLY RIGHT OF WAY LINE OF SAID IDEAL AVENUE AND THERE TERMINATING. LEGAL DESCRIPTION — PARCEL 04.027.21.21.0001 SECTION 04 TOWNSHIP 027 RANGE 021 NW1/4 EXCEPT W 80 ACRES. WHEREAS, the subject property is designated in the East Ravine Master Plan and the City's Future Vision 2030 Comprehensive Plan for Low Density Residential development; and WHEREAS, the proposed development concept plan is located in the Upper Ravine area of the East Ravine Master Plan. Approval of the development concept plan is the first procedure be- fore considering future planning and zoning applications for development; and WHEREAS, the City's review of the development concept plan is intended to provide the developer with feedback on their plan before they can file a rezoning application to rezone the property from AG -1, Agricultural Preservation District, to a residential zoning classification that is consistent with the City's East Ravine Master Plan and Future Vision 2030 Comprehensive Plan and Planned Development Overlay District to address the development standards of the under- lying residential zoning district; approval of a final development plan; and approval of preliminary and final plat applications; and WHEREAS, a planning staff report, which detailed specific information on the property and the application request, was prepared and presented to the Planning Commission on February 27, 2017; and WHEREAS, the Planning Commission reviewed Lennar Corporation's concept plan on February 27, 2017; and WHEREAS, the public meeting was open for public testimony and testimony from the appli- cant and neighboring residents was received and entered into the public record; and WHEREAS, the Planning Commission unanimously (8 -to -0) recommended approval of the development concept plan to the City Council, subject to the conditions listed below. NOW, THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove, Washington County, Minnesota, hereby approves Lennar Corporation's residential development Concept Plan dated October 14, 2016, for property legally described above; subject to the following conditions and modifications: City of Cottage Grove, Minnesota City Council Resolution 2017-033 Page 3 of 6 1. The utility plan for the project shall include utility connections and easements to Woodbury along the north property line. 2. The preliminary plat design shall identify all park, open space, and trail corridor areas to be dedicated to the public as a component of the Planned Development Overlay, 3. The preliminary plat and final Planned Development Overlay Plan for the entire development site shall include the design and installation of concrete sidewalks with five-foot minimum widths and bituminous trails with eight -foot minimum widths. 4. All ponding areas shall be platted as outlots and dedicated to the City. Notice is hereby given to the developer that turf management in and around the stormwater basins will be performed by the City about twice per year. Weed control might occur once per year and the area will not be fertilized. Debris will generally be re- moved by the City. Trees will be regularly trimmed and monitored. Tree saplings will be removed by Public Works. The City will periodically inspect these basins to assure proper flow of the storm -water system. Inspections may result in structure maintenance/reconstruction (inlets, outlets, skimmers, etc.), sediment removal, basin shaping, and storm pipe cleaning. All disturbed areas will be restored with similar materials. A natural buffer within 15 feet of a normal water level will be pre- served. If the homeowners association or adjoining property owners desire a more regular maintenance of the ground cover or that it be irrigated, the homeowners association or property owner(s) shall prepare a maintenance plan and submit it to Cottage Grove Public Works for review and approval. 5. Temporary turn-arounds shall be designed on all dead -ended street connections to adjacent properties. 6. The preliminary plat application shall include the proposal to create a private homeowners association for the subdivision. 7. Landscaped islands in the center of the cul-de-sacs must be platted as outlots, and the homeowners association must own and maintain these outlots. 8. Sidewalks are shown on one side of all local streets. Sidewalks shall also be shown on both sides of the two easterly most local streets on the north side of Ravine Parkway, but only required between Ravine Parkway and the first inter- secting local street. 9. The minimum attached garage area shall be 440 square feet. 10. The minimum lot width measurement is permitted to be at the 30 -foot minimum front yard setback line for all detached single-family lots. No lot width at the front right-of-way line shall be less than 40 feet for any detached single-family lot. City of Cottage Grove, Minnesota City Council Resolution 2017-033 Page 4 of 6 11. Architectural design shall be consistent on all four sides of the proposed quad - homes. This includes low/no maintenance trim around all windows, doors, and garage doors. All other new residential structures shall have: New Home — Minimum finished floor area within dwelling: • Rambler Style: 1,500 square feet • Two-story Style: 2,000 square feet Exterior Finishes: • Low or no maintenance trim on windows/doors shall be required upon front elevations. Homes abutting Ravine Parkway, such trim shall also be re- quired on windows/doors on the side or rear elevations which abut Ravine Parkway South. • Vinyl siding is permitted on the house front elevations, including garage fronts elevations. Either a minimum front fagade coverage of 20 percent stone and brick (ex- cluding windows, doors and garage doors) shall be required or building plans must demonstrate employment of substitute, recognized architectural themes and features such as, but not limited to, varied textures, wall planes, window boxes, shutters, or architectural trim sufficient to signifi- cantly enhance architectural appeal, as approved by, and at the sole discre- tion of, the Community Development Department. The 20 percent minimum no longer includes stucco or cementious board materials. Garages: • Garages extending greater than 13 feet forward from the front of a home (which shall include any covered porch) shall not be permitted. • Garages recessed from or extending up to six feet forward from the front of a home (which shall include any covered porch) shall be permitted. Garages extending greater than six feet but no more than 13 feet forward from the front of a home (which shall include any covered porch) shall only be permitted if: (a) Such home is built a maximum frequency of 1 time in every 3 lots; (b) Such home incorporates additional windows, door, or more than one siding material (lap siding plus stone/brick/trim/returns) on the gar- age sidewall between the front of the home and the front of the garage consistent with and enhancing the overall front elevation ar- chitectural design and eliminating any blank garage sidewall space; and (c) Such home incorporates decorative garage doors, including either windows, stamped pattern and/or hardware brackets. City of Cottage Grove, Minnesota City Council Resolution 2017-033 Page 5 of 6 12. Ravine Parkway shall have a minimum right-of-way of 140 feet in width and shall be designed to City standard details for Major Roadways (i.e. landscaping, stamped colored concrete, and decorative street lighting). The developer and City will continue to work together in evaluating roadway alignment alternatives for Ravine Parkway and Inwood Avenue. 13. A wetland delineation report and tree inventory is submitted with the preliminary plat application. 14. Additional stormwater review will be required upon submittal of the final grading and utility plans for the site. 15. The developer contacts the electric, telephone, gas, and cable companies that are authorized to provide service to the property to ascertain whether any of those utility providers intend to install underground lines within the development. The de- veloper agrees to comply with applicable requirements of franchise ordinances in effect in the City, copies of which are available from the City Administrator. The developer is responsible for the private utility costs for relocating existing private utilities. 16. The developer is required to dedicate land that is 75 feet north of the center line of 65th Street that is west of Ravine Parkway for public right-of-way purposes. 17. A development phasing plan showing the progression and timeframes to develop the 146.52 -acre site and a plan describing the process and timeframe removing the existing farmstead structures must be submitted with the preliminary plat and rezoning applications. The R-3, Single Family zoning district, with a planned development overlay or a Planned Unit Development zoning district is recom- mended. 18. The developer is responsible for removing any existing roadway that is proposed to be vacated and discontinued. The cost to remove an existing roadway includes grading, utility relocation, re-establishing drainage swales, installing appropriate erosion control devises, and establishing appropriate vegetation within the vacated right-of-way. 19. The declaration of covenants for the Homeowner Association shall include details addressing the number of "Next Generation Homes" that will be allowed within the development with references that an address number must be displayed on the exterior of the dwelling for both units and the property owner obtains a rental license if the occupant(s) are not family members. 20. Lots 1 through 15 that are located west and southwest of the farmstead site shall have a 70 -foot minimum lot width (measured at the 30 foot front yard setback for the living area and attached garage or at the 25 -foot front yard setback for porches on the front of the house) and an average lot area of 9,000 square feet. City of Cottage Grove, Minnesota City Council Resolution 2017-033 Page 6 of 6 21. A 25 -foot minimum setback is required for all quad -unit structures adjoining local streets. A 20 -foot minimum corner side yard setback is for all detached single- family residential structures. A 35 -foot minimum setback is required for any quad - unit structure abutting the 65th Street/Ravine Parkway right-of-way line. 22. A 35 -foot minimum rear yard setback (not including decks or patios) is required for all residential structures. 23. A 7.5 -foot minimum side yard setback from the living area of the house or attached garage is required for all detached single-family structures. A 15 -foot minimum separation is required between quad -unit structures. 24. All access drives connecting to the quad -units are private accesses and must be maintained by a homeowners association. 25. Lots with a 55 -foot minimum lot width are required to have a 7,500 square foot minimum lot area. Passed this 15th day of March 2017. _'�A lJoll Jo M r Attest: Joe Fisc ch, City Clerk CITY OF COTTAGE GROVE CITY COUNCIL RESOLUTION NO. 2017-089 RESOLUTION APPROVING THE PRELIMINARY PLAT NAMED CALAROSA 1ST ADDITION WHEREAS, Lennar Corporation has applied for a preliminary plat for a single-family residential subdivision to be called Calarosa 1st Addition, which will consist of 36 lots with 50 to 60 -foot wide lots (55 -foot averaged lot width at the 25 -foot front setback line), 30 lots with 61 to 70 -foot wide lots (65 -foot average lot width at the 25 -foot front setback line), 45 lots with 71 to 80 - foot wide lots, 31 lots with 80 -foot or wider lot widths, 88 quad -units, 35 outlots surrounding the 22 four -attached units (88 quad -units) and 5 outlots for stormwater basins, homeowners associ- ation common space, center island for cul-de-sac, park land, and access to public open areas, located on 145.6 acres of property legally described as: The West 80 acres of the Northwest Quarter of Section 4, Township 27 North, Range 21 West, Washington County, Minnesota, excepting therefrom the following: The North 940 feet of the West 860 feet of the Northwest Quarter of Section 4, Township 27, Range 21, Washington County, Minnesota; and except the East 357.24 feet of the West 1,269.24 feet of the North 185.00 feet of the South 1,651.00 feet, except the East 30.00 feet of the West 942.00 feet of the North 25.00 feet of the South 1,651.00 feet all in the Northwest Quarter of Section 4, Township 27 North, Range 21 West, City of Cottage Grove, Washington County, Minnesota; and except that part of the existing 33.00 foot right of way for Ideal Avenue lying in the Northwest Quarter of Section 4, Township 27, Range 21, Washington County, Minnesota, lying southerly of the easterly extension of the northerly line of OutlotA, PINECLIFF 4TH ADDITION, according to the recorded plat thereof, Washington County, Minnesota, and lying easterly and northerly of the following described line: Commencing at the southwest corner of said Northwest Quarter; thence North 00 degrees 49 minutes 49 seconds East, along the west line of said Northwest Quarter, a distance of 808.64 feet to the point of beginning; thence South 07 degrees 13 minutes 25 seconds East a distance of 176.82 feet; thence southerly 75.06 feet, along a tangential curve, concave to the west, having a central angle of 08 degrees 06 minutes 53 seconds and a radius of 530.00 feet; thence South 00 degrees 49 minutes 49 seconds West a distance of 58.01 feet; thence North 89 degrees 37 minutes 41 seconds East a distance of 3.00 feet to the easterly right of way line of said Ideal Avenue and there terminating. Together with: The North 940 feet of the West 860 feet of the Northwest Quarter of Section 4, Township 27 North, Range 21 West, Washington County, Minnesota, excepting therefrom the following: That part of the existing 33.00 foot right of way for Ideal Avenue lying in the Northwest Quarter of Section 4, Township 27, Range 21, Washington County, Minnesota, lying southerly of the easterly extension of the northerly line of Outlot A, PINECLIFF 4TH ADDITION, according to the recorded plat thereof, Washington County, Minnesota, and lying easterly and northerly of the following described line: Commencing at the southwest corner of said Northwest Quarter; thence North 00 City of Cottage Grove City Council Resolution No. 2017-089 Page 2 of 15 degrees 49 minutes 49 seconds East, along the west line of said Northwest Quarter, a distance of 808.64 feet to the point of beginning; thence South 07 degrees 13 minutes 25 seconds East a distance of 176.82 feet; thence southerly 75.06 feet, along a tangential curve, concave to the west, having a central angle of 08 degrees 06 minutes 53 seconds and a radius of 530.00 feet; thence South 00 degrees 49 minutes 49 seconds West a distance of 58.01 feet; thence North 89 degrees 37 minutes 41 seconds East a distance of 3.00 feet to the easterly right of way line of said Ideal Avenue and there terminating. Together with: The Northwest Quarter of Section 4, Township 27 North, Range 21 West excepting therefrom the West 80 acres, Washington County, Minnesota. Together with: The East 357.24 feet of the West 1,269.24 feet of the North 185.00 feet of the South 1,651.00 feet, except the East 30.00 feet of the West 942.00 feet of the North 25.00 feet of the South 1,651.00 feet all in the Northwest Quarter of Section 4, Township 27 North, Range 21 West, City of Cottage Grove, Washington County, Minnesota. WHEREAS, Lennar Corporation also applied for a zoning amendment to change the zoning of approximately 85.165 acres of the property from AG -1, Agricultural Preservation, to R-3, Single Family Residential District, with a Planned Development Overlay (PDO); and WHEREAS, public hearing notices were mailed to surrounding property owners within 500 feet of the proposed development site and a public hearing notice was published in the South Washington County Bulletin; and WHEREAS, the Planning Commission held the public hearing on these applications on May 22, 2017; and WHEREAS, the public hearing was open for public testimony and testimony from the appli- cant and the public was received and entered into the public record; and WHEREAS, the Planning Commission unanimously (7 -to -0 vote) recommended approval of the rezoning, Planned Development Overlay Master Plan, and preliminary plat applications for Calarosa 1 st Addition, subject to certain conditions. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Cottage Grove, Washington County, Minnesota, hereby approves the preliminary plat application filed by Lennar Corporation for a residential subdivision to be called Calarosa 1st Addition, which consists of 36 lots with 50 to 60 -foot wide lots (55 -foot averaged lot width at the 25 -foot front setback line), 30 lots with 61 to 70 -foot wide lots (65 -foot average lot width at the 25 -foot front setback line), 45 lots with 71 to 80 -foot wide lots, 31 lots with 80 -foot or wider lot widths, 88 quad -units, 35 outlots surrounding the 22 four -attached units (88 quad -units) and 5 outlots for stormwater basins, home- owners association common space, center island for cul-de-sac, park land, and access to public City of Cottage Grove City Council Resolution No. 2017-089 Page 3 of 15 open areas, located on property legally described above. The approval of this preliminary plat is subject to the following conditions: The developer and builders must comply with all city ordinances and policies. 2. Approval of the rezoning, Calarosa 1st Addition Planned Development Overlay Plan, and preliminary plat applications is contingent on the extension of city utilities that are necessary to serve this project. 3. The applicant receive appropriate building permits from the City, and permits or ap- provals from other regulatory agencies including, but not limited to, the South Wash- ington Watershed District, Minnesota Department of Health, and Minnesota Pollution Control Agency. 4. The future submittal of the final plat and the City's approval of the final plat are subject to additional conditions that will be listed in the City resolution approving the final plat and included in the development agreement between Lennar Corporation and the City of Cottage Grove. 5. The developer must enter into an agreement with the City of Cottage Grove for the completion of the public improvements required by City ordinances. Once the de- velopment agreement is completely executed and all cash deposits and payments are paid to the City, the City will release the final plat to the developer for recording at the Washington County Recorder's Office. 6. The final grading and utility plan must be submitted to City staff for review and ap- proval prior to the submission of the final plat applications to the City. All emergency overflow swales must be identified on the grading and erosion control plan. 7. The City Engineer is authorized to prepare a feasibility report for the construction of all public improvements within Calarosa 1 st Addition. 8. The developer must submit for staff review and approval a final construction man- agement plan that includes erosion control measures, project phasing for grading work, areas designated for preservation, a crushed -rock construction entrance, and construction -related vehicle parking. 9. A pre -construction meeting with City staff and the contractor must be held before site work begins. The contractor will provide the City with a project schedule for the various phases of construction. 10. Erosion control devices must be installed prior to commencement of any grading activity. Erosion control shall be performed in accordance with the recommended practices of the "Minnesota Construction Site Erosion and Sediment Control Plan- ning Handbook" and the conditions stipulated in Title 10-5-8, Erosion Control During Construction of the City's Subdivision Ordinance. City of Cottage Grove City Council Resolution No. 2017-089 Page 4 of 15 11. The developer is responsible for the cost and installation of public land boundary markers at the corners of private properties abutting Outlots A, B, C, D, E, F, and QQ. The boundary markers are $115 per marker and are to be picked up at the Cottage Grove Public Works facility. The boundary markers must be installed before a building permit is issued for the lot that abuts the recommended marker location. The actual number of park boundary markers will be determined once the final boundary configuration for Outlots A, B, C, D, E, F, and QQ are determined. 12. The developer shall prepare a warranty deed to convey fee ownership of Outlots A, B, C, D, E, F, and QQ to the City of Cottage Grove and record the deed(s) once the City has inspected the improvements proposed on each outlot. Once the City has accepted the improvements and the developer has removed any silt fence, erosion control devices, and ground vegetation has matured within these outlots and is ac- cepted by the City, the developer shall prepare a record plan for each outlot. A copy of the recorded plan must be submitted to the City. The warranty deed for both out - lots shall be recorded at Washington County Recorder's office once the outlots are accepted by the City. 13. The final plat and declaration of private covenants must be recorded with the Washington County Recorder's Office before any building permit can be issued. 14. All setbacks shall be consistent with the approved Calarosa 1st Addition Planned Development Overlay Plan. The front yard setback for the living area of the house must be a minimum of 25 feet and the front yard setback for the attached garage must be a minimum of 25 feet. The minimum side yard setback for both the living area and attached garage is 7.5 feet. The minimum rear yard setback is 35 feet and maximum building height is 38 feet for all detached single family structures. 15. The homeowners association (HOA) shall own the outlot required to be platted for the center island in the 62nd Street Bay South cul-de-sac and are responsible for all maintenance, repair, replacement, removal, etc. of any and all landscaping amenities that are placed within the street right-of-way and center landscaped islands. 16. A landscaping plan must be prepared for the area along the north side of 65th Street/Ravine Parkway, between Ideal Avenue, Lot No. 100, the park, and the center island in 62nd Street Bay South. 17. An underground sprinkling system is required to be installed by the developer within the Ravine Parkway right-of-way for irrigation of the grass area all the way to the shoulder along Ravine Parkway. The developer and Homeowners Association shall hold the City harmless of any damage to the irrigation system within the Ravine Parkway right-of-way. The irrigation control system for that segment of the irrigation system within the Ravine Parkway right-of-way is permitted to be placed on Outlot QQ. 18. All drainage and utility easements as recommended by the City Engineer must be shown on the final plat and dedicated to the City for public purposes. City of Cottage Grove City Council Resolution No. 2017-089 Page 5 of 15 19. Payment of park dedication fees in lieu of land dedication will be included in the development agreement between the City and developer. 20. In addition to one yard tree for each lot having street frontage, four yard trees and ten shrubs must be planted on each residential lot. One of the four trees must be a conifer tree. The developer or builder must post a letter of credit or escrow for the estimated cost of these trees and shrubs on each lot. 21. The applicant must submit private covenants with the final plat application which details the following: • The homeowners association shall own the Outlot in the center of the 62nd Street Bay South cul-de-sac and be responsible for all maintenance, repair, re- placement, removal, etc. of any and all landscaping amenities that are placed within street right-of-way, center landscaped island, and monument signs. In- cluded in the declaration of covenants shall be a provision that if the homeown- ers association defaults on payment of property taxes on Outlots required to be owned by the homeowners association and becomes tax -forfeited property with the city obtaining ownership, the city will bill annually each landowner within the Calarosa 1 st Addition the cost to maintain the forfeited parcel(s) and all property taxes due thereon. • If fencing is installed along 65th Street/Ravine Parkway South, it must be con- structed of the same design, materials, and color. The fencing must not encroach within the 65th Street/Ravine Parkway South right-of-way. All signs, mailboxes, and accessory lighting will be uniform in materials and design and be approved as part of the landscape plan. Turf management in and around the stormwater basin in Outlots A, B, F, and QQ will be performed by the City about twice per year. Weed control might occur once per year. The area will not be fertilized. Debris will generally be removed. Trees will be regularly trimmed and monitored. Tree saplings will be removed by Public Works. The City will periodically inspect the basin to assure proper flow of the stormwater system. Inspections may result in structure maintenance/re- construction (inlets, outlets, skimmers, etc.), sediment removal, basin shaping, and storm pipe cleaning. All disturbed areas will be restored with similar materi- als. A natural buffer within 15 feet of a normal water level will be preserved. If the homeowners association desires a more regular maintenance of the ground cover or that it be irrigated, the homeowners association shall prepare a mainte- nance plan and submit it to the Cottage Grove Public Works Department for review and approval. The homeowners association or the property owners abutting Outlots A, B, C, and D must maintain the turf grass along that portion of trail abutting Lots 11 and 12, 29 and 93, 31 and 92, 32 and 83, 41 and 82, 42 and 54. Maintenance of City of Cottage Grove City Council Resolution No. 2017-089 Page 6 of 15 these areas is primarily the mowing of the turf that is generally the same turf maintenance schedule that occurs on the Lots described above. The homeown- ers association or the property owners abutting the 20 -foot wide access corridor to the stormwater basin in Outlot A are required to mow the turf area between 60th Street and the equivalent depth of their adjoining lot. The homeowners association or homeowner that has a sidewalk in front or on the side of their property is responsible for maintaining the sidewalks. Such maintenance includes, but is not limited to, sweeping and promptly removing ice and snow or other obstruction to ensure the safe passage of pedestrians. • Permanent or temporary access directly to 65th Street/Ravine Parkway from any lot abutting 65th Street/Ravine Parkway is prohibited. 22. Irrigation systems installed within City right-of-way are solely the developers, home- owners association, or individual homeowner's responsibility and risk. The City is not responsible or liable for any damage or costs related to installation, damage, or replacement of lawn irrigation systems placed in the boulevard as a result of City use of or future changes in the right of way. 23. Street name for that segment of 65th Street as shown on the preliminary plat shall be relabeled on the final plat as Ravine Parkway South. 24. Fences, play equipment, swing sets, sand boxes, firewood, kennels, and/or any other materials or obstacles are prohibited from being placed on Outlots A, B, C, D, E, F and QQ. 25. The developer is aware that Ravine Parkway South is a City collector roadway and residential uses located adjacent to collector roadways may experience some ad- verse motor vehicle sounds. Future roadway improvements to Ravine Parkway South might occur in the future. The developer's marketing materials shall identify Ravine Parkway South as a City collector roadway. The City is not responsible for construction or payment of any traffic noise mitigation. The Developer agrees to hold harmless the City of any claims relative to overall noise levels associated with Ravine Parkway South. 26. All grading, drainage, erosion control, and utilities must conform to the final plans approved by the City Engineer. 27. No barrier or planting should encroach upon or over any public walkway. 28. A ten -foot wide maintenance bench must be two feet above a pond's normal water level. Pond slopes above the ten -foot maintenance bench must not be steeper than a 4:1 slope. City of Cottage Grove City Council Resolution No. 2017-089 Page 7 of 15 29. Ground elevations at the foundation of all structures shall be a minimum of two feet above the emergency overflow elevation and/or high water elevation of any storm - water basin. 30. All emergency overflow swales must be identified on the grading and erosion control plan. Each fall while home building is occurring, emergency overflow elevations shall be surveyed to ensure the emergency overflows are properly graded and main- tained. 31. A street lighting plan must be submitted by the developer and approved by the City Engineer. 32. A letter of credit amounting to 150 percent of the landscaping estimate, street sweeping, paving and curbing, and irrigation systems should be submitted to and approved by the City. Upon completion of the landscaping improvements, the owner shall, in writing, inform the City that said improvements have been completed. The City shall retain the financial guarantee covering the landscape improvements for a period of one year from the date of notice, to ensure survival of the plants. No build- ing permit shall be issued until the required financial guarantee has been received and accepted by the City. 33. A temporary turn -around must be constructed at the east end of 60th Street South, 61 st Street South, and 63rd Street South. If the temporary turn -around must extend onto private property, the developer shall prepare a temporary easement benefiting the City of Cottage Grove for public use of the property. The developer shall prepare a sketch plan and legal description for this temporary easement. The temporary easement will continue to be in effect until such time the roadway is extended in the future. The document shall include a provision that the temporary easement will automatically terminate once the roadway is extended and the City declares the temporary easement is no longer required. The developer is also responsible for the cost and installation of a barrier and sign at the end of the four dead -ended road- ways. The sign will be an advisement that the road will be extended in the future. 34. A six-foot wide concrete sidewalk must be constructed on the east side of the Sunny Hill Park expansion. 35. The dimensions of each lot must be verified on the final plat and a list containing the square footage for each lot must be provided to the City. 36. Upon completing site grading, four copies of an "As -Built" survey for the site grade elevations must be submitted to the City. An electronic file of the "As -Built" survey must be submitted to the City Engineer. 37. The City's curb and sidewalk replacement policy must be complied with during home building. A bituminous wedge shall be maintained on the street until 90 percent of the homes are constructed. City of Cottage Grove City Council Resolution No, 2017-089 Page 8 of 15 38. The City will provide to the developer the street name plates and poles. The devel- oper must pay the City for the costs of labor and materials for these street name signs before any building permit is issued. 39. The developer must remove all dead and diseased trees, all other debris, and fenc- ing materials that serve no practical use. This work must be completed prior to the issuance of a building permit. 40. The developer must make all necessary adjustments to the curb stops, gate valves, and metal castings to bring them flush with the topsoil (after grading). 41. The developer must place iron monuments at all lot and block corners and at all other angle points on property lines. Iron monuments must be placed after all site and right-of-way grading has been completed in order to preserve the lot markers for future property owners. 42. The developer shall contact the electric, telephone, gas, and cable companies that are authorized to provide service to the property for the purpose of ascertaining whether any of those utility providers intend to install underground lines within the development. The developer agrees to comply with applicable requirements of fran- chise ordinances in effect in the City, copies of which are available from the city administrator. 43. The developer is responsible for all street maintenance, upkeep and repair of curbs, boulevards, sod, and street sweeping until the project is complete. All streets must be maintained free of debris and soil until the subdivision is completed. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on said street(s) and directing them to detour routes. If and when the street becomes impassible, such streets shall be barricaded and closed. In the event res- idences are occupied prior to completing streets, the developer must maintain a smooth driving surface and adequate drainage on all streets until they are com- pleted and accepted by the City. The developer hereby agrees to indemnify and hold the City harmless from any and all claims for damages of any nature whatso- ever arising out of developer's acts or omissions in performing the obligations imposed upon developer by this paragraph. 44. Developer will provide to the City copies of bids, change orders, test results, suppli- ers, subcontractors, etc., relating to the work to be performed by the developer. 45. The developer agrees to furnish to the City a list of contractors being considered for retention by the developer for the performance of the work described in the devel- opment agreement. 46. The developer is responsible for the control of grass and weeds in excess of eight inches on vacant lots or boulevards within their development. Failure to control grass and weeds will be considered a developer's default and the City may, at its option, perform the work and the developer shall promptly reimburse the City for any expense incurred by the City. City of Cottage Grove City Council Resolution No. 2017-089 Page 9 of 15 47. Developer is responsible to require each builder within the development to provide a Class 5 aggregate entrance for every house that is to be constructed in the devel- opment. This entrance is required to be installed upon initial construction of the home, but a paved driveway must be completed before the City will issue a certifi- cate of occupancy for that property. See City Standard Plate ERO-7 for construction requirements. The water service line and shut-off valve shall not be located in the driveway. 48. Developer will be required to conduct all major activities to construct the public im- provements during the following hours of operation: Monday through Friday 7:00 A.M. to 7:00 P.M. Saturday 9:00 A.M. to 5:00 P.M. Sunday Not Allowed This does not apply to activities that are required on a 24-hour basis such as de- watering, etc. Any deviations from the above hours are subject to approval of the City Engineer. Violations of the working hours will result in a $500 fine per occur- rence. 49. The Developer shall weekly, or more often if required by the City Engineer, clear from the public streets and property any soil, earth, or debris resulting from con- struction work by the developer or its agents or assigns. All debris, including brush, vegetation, trees, and demolition materials, shall be properly disposed of off-site; burying construction debris, trees, and other vegetation is prohibited. Burning of trees and structures is prohibited, except for fire training only. 50. The Developer grants the City, its agents, employees, officers, and contractors per- mission to enter the site to perform all necessary work and/or inspections during grading and the installation of public improvements by the developer. 51. All sidewalks to be constructed as part of the development must be completed be- fore building permits will be issued. If a sidewalk exists on or next to a parcel that is to be built upon and if any part of that sidewalk is damaged, the builder must repair the damaged walkway before a Certificate of Occupancy is issued for that particular parcel. 52. Upon acceptance of the public improvements by the City Council, all responsibility for the improvements must be assumed by the City, except that the developer is subject to a one-year warranty on the construction of the improvements from the time of acceptance by the City of all public improvements. 53. The City will not have any responsibility with respect to any street or other public improvements unless the street or other public improvements have been formally accepted by the City. Upon completion of the improvements, the Developer may request, in writing, their acceptance by the City. This request must be accompanied by proof that there are no outstanding judgments or liens against the land upon City of Cottage Grove City Council Resolution No, 2017-089 Page 10 of 15 which the public improvements are located. Upon the City's receipt of a written re- quest for acceptance from the Developer, the City Engineer will conduct a final in- spection of the public improvements and will furnish a written list of any deficiencies noted. The City Engineer will base the inspection on compliance with the approved construction plans, profiles and specifications, as required by the city ordinance. Upon satisfactory completion of all construction in accordance with the approved plans, profiles, and specifications, as certified by a registered engineer in the State of Minnesota, and receipt of reproducible record drawings and satisfactory test results, the City Engineer will notify the developer in writing of the City's approval of the public improvements and schedule the request for acceptance for review by the City Council. 54. Upon completion of the work, the Developer shall provide the City with a full set of as -built plans for City records and transmitted to the City in a DWG Autocad format and pdf format. Developer must also furnish the City with a pdf format of the final plat and four prints of the recorded plat. If the Developer does not provide as-builts, the City will produce them at the developer's expense. 55. The developer is responsible for completing the final grade on all lots and ensuring all boulevards and yards have a minimum of four inches of organic topsoil or black dirt on them. Placement of organic topsoil or black dirt, sod, and shrubs must not be transferred to homeowners. 56. No building permit will be issued until such time as adequate public utilities, including street lights, and streets have been installed and determined to be available to use. The City will require that the utilities, lighting, and street system have been con- structed and considered operational prior to issuance of any building permits in the development. Also, the City must have all the necessary right-of-way and/or ease- ments needed for the property to be serviced. 57. Adequate dumpsters must be on site during construction of streets, utilities, and houses. When the dumpsters are full, they must be emptied immediately or replaced with an empty dumpster. The developer is responsible to require each builder to provide an on-site dumpster to contain all construction debris, thereby preventing it from being blown off-site. 58. Adequate portable toilets must be on-site at all times during construction of utilities, roadways, and houses. At no time shall any house under construction be more than 250 feet away from any portable toilet. Toilets must be regularly emptied. 59. After the site is rough graded, but before any utility construction commences or building permits are issued, the erosion control plan shall be implemented by the developer and inspected and approved by the City. The City may impose additional erosion control requirements if it is determined that the methods implemented are insufficient to properly control erosion. 60. All areas disturbed by the excavation and back -filling operations shall be fertilized, mulched, and disc anchored as necessary for seed retention. Time is of the essence City of Cottage Grove City Council Resolution No. 2017-089 Page 11 of 15 in controlling erosion. If the developer does not comply with the erosion control plan and schedule, or supplementary instructions received from the City, or in an emer- gency determined at the sole discretion of the City, the City may take such action as it deems appropriate to control erosion immediately. The City will notify the de- veloper in advance of any proposed action, but failure of the City to do so will not affect the Developer's and the City's rights or obligations. If the developer does not reimburse the City for any costs of the City incurred for such work within thirty (30) days, the City may draw down the letter of credit to pay such costs. 61. The Developer is responsible for erosion control inspection fees at the current rates. If the developer does not reimburse the City for the costs the City incurred for such work within thirty (30) days, the City may draw down the letter of credit to pay such costs. 62. Dust control measures must be in place to prevent dust and erosion, including, but not limited to daily watering, silt fences, and seeding. The City Engineer may impose reasonable measures to reduce dust at the site. 63. The Developer shall comply with the 1991 Wetlands Conservation Act, as amended. 64. All the lots platted in Calarosa 1st Addition shall be part of the same homeowners association. 65. It is the Developer's responsibility to keep active and up to date the developer's contract and financial surety (e.g. Letter of Credit, etc.). These documents must re- main active until the developer has been released from any further obligation by City Council motion received in writing from the City Engineer. 66. The Developer must provide to the City an irrevocable letter of credit for on-site improvements to ensure that the developer will construct or install and pay for the following: o Pave streets o Concrete curb and gutter o Hard surface driveways o Street lights o Water system (trunk and lateral) and water house service stubs o Sanitary sewer system (trunk and lateral) and sanitary house service stubs o Storm sewer system o Street and traffic control signs/signals o Shaping and sodding drainage ways and berms in accordance with the drain- age development plan approved by the City Engineer o Adjust and repair new and existing utilities o Sidewalks and trails o Erosion control, site grading and ponding o Surveying and staking o Park and storm water basin boundary markers City of Cottage Grove City Council Resolution No. 2017-089 Page 12 of 15 These improvements are all in conformance with City approved plans and specifi- cations and will be installed at the sole expense of the developer in conformance with City Code Title 10, Chapter 5; or if in lieu of the developer making said improve- ments, the City proceeds to install any or all of said improvements, under the provi- sions of Chapter 429 of the Minnesota Statutes, the City Council may reduce said Letter of Credit by the amounts provided, upon the ordering, for those public im- provements so undertaken. The Letter of Credit must have the same expiration date as the Developer's contract. The bank and form of the security is subject to the reasonable approval of the City. The security shall be automatically renewing. The term of the security may be ex- tended from time to time if the extension is furnished to the City at least forty-five (45) days prior to the stated expiration date of the security. If the required public improvements are not completed, or terms of the Development Agreement are not satisfied, at least thirty (30) days prior to the expiration of a letter of credit, the City may draw down the letter of credit. The City may draw down the security without prior notice for any default of the development agreement. The minimum amount for this financial guarantee will be included in the development agreement. 67. The Developer must post a cash escrow with the City's Finance Director to cover engineering, legal, and administrative costs incurred by the City. If this non-interest bearing account balance becomes deficient, the Developer must deposit additional funds. This must be done before final bonding obligations are complete. This escrow amount will be included in the development agreement. 68. The Developer must post a cash escrow with the City's Finance Director to cover engineering costs and other City services, expenses, and materials provided in re- viewing and processing of the final plat, including but not limited to staff time, legal expenses, office and field inspections, general inspections, and all other city staff services performed. This escrow amount will be included in the development agree- ment. 69. The Developer is responsible for establishing the final grades, topsoil, and seeding of all the residential lots and boulevards within Calarosa 1 st Addition. The developer and/or builder is responsible for planting the one boulevard tree per lot and a second boulevard tree on the corner side lot for corner lots. The City Forester will mark the location where the boulevard tree must be planted and approve the tree species to be planted. The landscape plan must be modified and submitted with the final plat application. 70. The Developer shall incorporate the recommendations and requirements listed in Ryan Burfeind's memorandums dated May 18, 2017 and June 14, 2017, into the final plat. 71. The Developer is responsible for the cost and construction of an eight -foot wide asphalt trail to be located within Outlots B, C, D, E, and F; Lot 100; and along the north side of 65th Street/Ravine Parkway, between Ideal Avenue and the east boundary line for the Calarosa 1 st Addition. City of Cottage Grove City Council Resolution No. 2017-089 Page 13 of 15 72. The development standards for the Calarosa 1st Addition Planned Development Overlay (PDO) of the R-3, Single Family Residential District, are as follows: ■ The minimum front yard setback for the living area of a dwelling and attached garage must not be less than 25 feet. A minimum 7.5 -foot side yard setback is required for detached single-family principal structures. ■ The minimum finished floor area for a single-family rambler is 1,500 square feet and 2,000 square feet for all other single-family designs. ■ The minimum attached garage area shall be 440 square feet shall be for all de- tached single-family dwellings and each of the four attached dwelling units for the quad -houses. ■ Architectural design is required on all four sides of the principal structure. ■ The minimum roof pitch for the main roof slope is a 6/12 pitch. ■ Windows, doors, and garage doors must have a low or no maintenance trim on all four sides of the dwelling. ■ Brick and/or stone is required to be at a minimum on the front elevations of all residential structures. The minimum brick and/or stone material for detached sin- gle-family homes is 100 square feet and 70 square feet for the villa units. The brick and/or stone features as shown on Lennar's attached quad -units illustration must be complied with. 73. A revised landscape plan, grading plan, erosion control plan, utility plan, and storm - water management plan for the Calarosa 1 st Addition must be submitted to the City before the Planning Commission's recommendations) for the rezoning and prelim- inary plat applications are scheduled for a future City Council meeting. 74. The irrigation box for the underground irrigation systems must be on private property. 75. Details for the proposed homeowners association's private facility and outdoor amenities (e.g.; landscaping, site plan, architecture, floor plan, etc.) and construc- tion timeline must be submitted to the City before any recommendation is forwarded to the City Council for a final decision on the rezoning and preliminary plat appli- cations. 76. The minimum lot width at the front property boundary line for all detached single- family lots is 40 feet. 77. All the conditions in Resolution 2017-033 approving Lennar Homes' residential de- velopment concept plan for the Bothe/Milbrandt property must be complied with. City of Cottage Grove City Council Resolution No. 2017-089 Page 14 of 15 78. Approval of the Calarosa 1st Addition preliminary plat does not include the concep- tual layout for the 60.41 acres of land located between the first three phases in the Calarosa 1st Addition and Inwood Avenue. 79. An outlot must be platted for the center island in the 62nd Street Bay South cul-de- sac. This outlot must be owned and maintained by the Calarosa homeowners asso- ciation. The homeowners association (HOA) is responsible for all maintenance, re- pair, replacement, removal, etc. of any and all landscaping amenities that are placed within street right-of-way and center landscaped islands. Included in the homeown- ers association's declaration of covenants and/or restrictions is a provision that if the homeowners association defaults on payment of property taxes for any land they own and the property becomes tax -forfeited property with the City obtaining owner- ship, the City will bill annually each landowner within the subdivision the cost to maintain the forfeited parcels and all the property taxes due thereon. A landscape plan for landscaping this center island must be submitted to the City for review and approval. 80. All monument signs must comply with the City's Sign Ordinance and be located on private property. 81. Homeowners adjoining Ravine Parkway (between Ideal Avenue and the east boundary line for the Calarosa 1 st Addition) are required to mow the turf and main- tain the vegetation all the way to the Ravine Parkway roadway edge. If the adjoining homeowners do not mow the grass area between their rear lot line and Ravine Park- way roadway edge (between Ideal Avenue and the east boundary line for the Calarosa 1st Addition), the homeowners association is responsible for mowing along this right-of-way corridor. 82. The landscaping plan for Calarosa 1st Addition must include a variety of tree and shrub species along the rear lot line for Lots 129 through 138, south boundary line for Lot 143, south boundary line for Outlot QQ and Outlots L and M. Dense land- scaping is required along Ravine Parkway, between Ideal Avenue and the east boundary line for the Calarosa 1 st Addition. Property owners along Ravine Parkway or the homeowners association are responsible for the long-term maintenance of the landscaping along Ravine Parkway, between Ideal Avenue and the east bound- ary line for the Calarosa 1 st Addition. 83. If fencing is installed by any property owner adjoining Ravine Parkway (between Ideal Avenue and the east boundary line for the Calarosa 1st Addition), each lot adjoining this segment of Ravine Parkway must use the same fence design, mate- rials, and color. The fence must be placed on the house side of any earth -berm or landscaping screen. 84. The homeowners association or property owners abutting any bituminous trail cor- ridor are required to mow the grass area between their property boundary line and edge of the bituminous trail. The property owners on Lots 11 and 12 must mow to City of Cottage Grove City Council Resolution No. 2017-089 Page 15 of 15 the center of the stormwater basin access drive between 60th Street and the equiv- alent distance of their lot depth. The developer is required to sod the 20 -foot access corridor between Lots 11 and 12. 85. The Developer is required to pay for and construct a bituminous trail eight feet in width along the north side of Ravine Parkway, between Ideal Avenue and the east boundary line for Calarosa 1st Addition. 86. A tree mitigation plan must be submitted to the City prior to the removal of any trees located on the farmstead site at 8180 and 8190 65th Street. 87. All monument signs must comply with the City's Sign Ordinance and only be placed on private property. 88. Construction of the remaining Sunny Hill Park improvements, irrigation, landscaping, pavilion, signage, etc. (minus the well house) as shown on the Sunny Hill Park Master Plan are required to be constructed by the Developer in Phase 2. 89. No more than ten percent of the single-family dwellings in any one block may contain a NexGen dwelling. A "block" shall be interpreted to be an area enclosed on its perimeter by streets, a body of water or municipal boundary line. Passed this 21st day of June 2017. 01, My n Bailey, a r Attest: Im Joe Fisch ch, City Clerk Receipt:# 365731 RES $4600 Return to: CITY OF COTTAGE GROVE 12800 RAVINE PKWY S COTTAGE GROVE MN 55016 STATE OF MINNESOTA ) COUNTY OF WASHINGTON ) CITY OF COTTAGE GROVE ) 4117541 Certified Filed and/., recorded on: 612812017 2i 11 PM 4117541 office of the County Recorder Washington County, Minnesota JenniferWagenius, County Recorder I, the undersigned, being the duly qualified and acting City Clerk of the City of Cottage Grove, Minnesota, DO HEREBY CERTIFY, that I have carefully compared the attached copy of Resolution 2017-089 of the City of Cottage Grove with the original on file in my office and the same is a full, true and complete transcript therefrom. WITNESS, my hand as such City Clerk and the corporate seal of the City this 26th day of June, 2017. Joe Fischbach, City Clerk ra 8F—A . . N \\cocg-fs1\groups\CITYFILES\17 CITYFILES\019PP Bothe Property - Lennar 2017-05-22\PP17-019 Calarosa 1st Res 2017-089 Recording Cover.docx CITY OF COTTAGE GROVE, MINNESOTA CITY COUNCIL RESOLUTION 2018-164 RESOLUTION APPROVING THE FINAL PLAT NAMED CALAROSA 3RD ADDITION WHEREAS, U.S. Home Corporation — a Delaware Corporation has applied for a final plat to develop a residential subdivision named Calarosa 3rd Addition. This subdivision plat consists of 70 single-family lots, 10 quad -unit structures (40 units), 2 outlots for public trail corridors, and one outlot for the center island in the 62nd Street Bay South cul-de-sac. The subdivision is located on property legally described as: Outlot B and Outlot H, Calarosa 2nd Addition, according to the recorded plat thereof, Washington County, Minnesota. WHEREAS, the Planning Commission held the public hearing for the rezoning, preliminary plat, and Planned Development Overlay (PDO) District for the Calarosa 1st Addition subdivision on May 22, 2017; and WHEREAS, the Planning Commission unanimously recommended approval of the rezoning, preliminary plat, and Planned Development Overlay (PDO) applications on May 22, 2017, subject to certain conditions; and WHEREAS, the City Council subsequently accepted the Planning Commission's recommen- dations and approved the preliminary plat on June 21, 2017 (Resolution 2017-089); and WHEREAS, the City Council adopted Ordinance No. 984 on June 21, 2017, which rezoned approximately 85.17 -acres of land from AG -1, Agricultural Preservation, to R-3, Single Family Resi- dential District, with a Planned Development Overlay (PDO) District; and WHEREAS, the Calarosa 1 st Addition final plat was approved by the City Council on August 9, 2017 (Resolution 2017-107); and WHEREAS, the Calarosa 2nd Addition final plat was approved by the City Council on April 18, 2018 (Resolution 2018-054); and WHEREAS, the Calarosa 3rd Addition final plat substantially conforms with the overall devel- opment layout as approved in the preliminary plat and Planned Development Overlay Master Plan. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Cottage Grove, Washington County, Minnesota, hereby approves the final plat application filed by U.S. Home Corporation — a Delaware Corporation for a residential subdivision named Calarosa 3rd Addition. This final plat consists of 70 single-family lots, 10 quad -unit structures (40 units), 2 outlots for public trail corridors, and one outlot for the center island in the 62nd Street Bay South cul-de-sac, located on property legally described above. Approval of this final plat is subject to the following conditions: The Developer and builders must comply with all City ordinances and policies. City of Cottage Grove, Minnesota City Council Resolution 2018-164 Page 2 of 3 2. The Developer must abide by the conditions stipulated in Resolution 2017-089, which approved the Calarosa 1st Addition preliminary plat and the Calarosa Planned Devel- opment Overlay Development Master Plan. 3. All utility, drainage, and development plans must conform to the plans approved by the City Engineer. The Developer may start rough grading of the lots before the plat is filed, if a MPCA Construction Storm Water Permit has been issued and the City has been furnished with a cash escrow or letter of credit in the minimum amount specified in the approved development agreement. 4. Development of this project must comply with the grading and erosion control plans as approved by the City Engineer. 5. The Developer must construct or install and pay for all street and utility improvements. These Improvements must be in conformance with City approved plans and specifi- cations and be installed at the sole expense of the Developer in conformance with Title 10, Chapter 5 of the City Code. The form of the financial security is subject to the reasonable approval of the City. 6. The City will supply the street light poles and luminaries. The Developer will pay the City for street light poles and street light luminaries. 7. The City agrees to review and consider the final wear course paving along certain roadway segments in advance of other roadways depending on the location of the roadway segment. The wear course/final lift of all streets in the subdivision must be completed within three years from the date all other Public Improvements are accepted by the City or when 90 percent of the houses have received a certificate of occupancy, whichever is sooner. 8. After the site is rough graded, but before any utility construction commences or build- ing permits are issued, the erosion control plan shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion con- trol requirements if it is determined that the methods implemented are insufficient to properly control erosion. 9. The final plat and declaration of private covenants must be recorded with the Wash- ington County Recorder's Office before any building permit can be issued. 10. The Calarosa 3rd Addition final plat must be revised to plat an outlot in the center of the turn -around at the east end of the 62nd Street cul-de-sac. The Homeowners As- sociation is required to retain ownership of this center island and is responsible for the maintenance and care of all the landscaping improvements within this center island. 11. Before final financial guarantees are released, a certificate signed by a registered en- gineer must be provided. This certificate will state that all final lot and building grades are in conformance to drainage development plan(s) approved by the City Engineer. City of Cottage Grove, Minnesota City Council Resolution 2018-164 Page 3 of 3 12. U.S. Home Corporation is required to prepare a warranty deed to transfer ownership for Outlots A and B, Calarosa 3rd Addition to the City of Cottage Grove. Ownership of these outlots must be transferred to the City before any subsequent future develop- ment phase proposed by U.S. Home Corporation is approved by the City. 13. The Developer must provide the City with a detailed landscaping plan for all the land- scaping improvements within the center landscape island (Outlot O). City approval of this landscaping plan must occur before any building permit is issued for any residen- tial lot within this subdivision. 14. The Developer shall construct the park improvements in Outlot A of Calarosa 2nd Addition. Passed this 19th day of December, 2018. ron Baile or Attest: I ,,- P-1 Joe Fischbacfi, City Clerk PI$NEEReneneer1ng 551211 PF CALAROSA PRELIMINARY PLAT COTTAGE GROVE, MINNESOTA LOCATION NIAP RENCH MARK w TOP NUT OF HYDRANT, NN 0 ]00 200 400 QUADRANT OF 60TH ST. S. &TOWER DR- EL=996.52 GRAPHIC SCALE IN FEET SHEETINDEX 1. COVER SHEET 2. LEGEND SHEET 3-4. EXISTING CONDITIONS 5. OVERALL PRELIMINARY PLAT 6-8. PRELIMINARY PLAT 9. OVERALL SITE PLAN/PHASE PLAN 10-13. PRELIMINARY SITE PLAN 14. OVERALL GRADING PLAN 15-18. PRELIMINARY GRADING PLAN 19. PRELIMINARY EROSION CONTROL PLAN 20-21. PRELIMINARY GRADING DETAILS 22. OVERALL UTILITY PLAN 23-26. PRELIMINARY SANITARY & WATERMAIN PLAN 27-30. PRELIMINARY STORM PLAN 31-38. PRELIMINARY STREET PROFILES 39-40. CITY DETAILS 41. GHOST PLAT L1. PRELIMINARY LANDSCAPE PLAN - T 1. PRELIMINARY TREE PRESERVATION PLAN TOPOGRAPHIC SYMBOLS A CnoN '.W.' LL O DR siDRr+ O oLE 0 � METER o O. T � ® oND uoau POINT e 4 yp CONSERNA,IDN POST (� DEa0000s TREE .". RDuS TREE � SHRVe / eVSH EROSION & SEDIMENT CONTROL ••••• u u u u � � -��������} STANDARD EROSION CONTROL TREE FENCE AT encK of cuaB TEMPGRARv DIVERSION DITCH l®� camH BACK WEST PROTECTION POLLS ® ROCKWBf RM -)) SD MPED RIP RAP PERMANENT EN FACT •--� GRAVEL CONSTRUCTION ENTRANCE ..-�� TEMPORARY OUTLET FLOATING SKIMMER BASIN ACCESS e% SLOPE MA%. �III� STABILIZED EMERGENCY OVERFLOW EP SLOPE },T H (33.3 OR STEEPS R�GR ADE CURB LEGEND 0815 OBIS T,O. - 1, OF" OB.32 T.0. NST �q T462P TOP OF CURB ELEVATION FOR SURMOUNTABLE CURB = TOP OF CURB ELEVATION FOR RMOUNT LE CURB (TIP OUT CUTTER) FDR BBIO CURB 'TION - FOR B618 CURBLEVATION ( POUT GUTTER) = BITUMINOUS ELEVATION BACKFILL MATERIAL PERMANENT WET BASIN SEEDING MNDOT CATEGORv PER PLAN ilii l ii l ii lii l ii'I UPLAND/NATURAL AREA SEEDING TOPOGRAPHIC SYMBOLS A CnoN '.W.' LL O DR siDRr+ O oLE 0 � METER o O. T � ® oND uoau POINT e 4 yp CONSERNA,IDN POST (� DEa0000s TREE .". RDuS TREE � SHRVe / eVSH EROSION & SEDIMENT CONTROL ••••• u u u u � � -��������} STANDARD EROSION CONTROL TREE FENCE AT encK of cuaB TEMPGRARv DIVERSION DITCH l®� camH BACK WEST PROTECTION POLLS ® ROCKWBf RM -)) SD MPED RIP RAP PERMANENT EN FACT •--� GRAVEL CONSTRUCTION ENTRANCE ..-�� TEMPORARY OUTLET FLOATING SKIMMER BASIN ACCESS e% SLOPE MA%. �III� STABILIZED EMERGENCY OVERFLOW EP SLOPE },T H (33.3 OR STEEPS R�GR ADE CURB LEGEND 0815 OBIS T,O. - 1, OF" OB.32 T.0. NST �q T462P TOP OF CURB ELEVATION FOR SURMOUNTABLE CURB = TOP OF CURB ELEVATION FOR RMOUNT LE CURB (TIP OUT CUTTER) FDR BBIO CURB 'TION - FOR B618 CURBLEVATION ( POUT GUTTER) = BITUMINOUS ELEVATION ABBREVIATIONS A ALGEBRAIC DIFFERENCE B-B BACK TO BACK FLAIEN ENI BV BUTTERFLY VALVE STE BASE FLOOD ELEVATION IAN TAII BMP BIEVINE f ST MANAGEMENT PRACTICEUP ERIC ILL CB CATCURASIN CBMH CATCHBASIN MANHOLE MON FAIR PC CMP CORRUGATED METAL PIPE ITS ECO CUE AN OUT ED =1 HIL ETHER THAN IAN17AIY IT Up AN 7A AM DIP DUCTILE IRON PIPE DT DRAIN TILE EL/ELEV ELEVATION PILE D EAETINc FES FLARED END SECTION 71INIF AM,, AR, FME FORCF A"EM AIN ACE ELE NA7UR AL GB GRADE BREAK AND ORou NO WMAPH.REHV OR VOALVE IH DANT RE HID IT HIGH WATER LEVEL ­7 IRAN NV INVERT K CURVE COEFFICIENT 'K PAT LO LOWEST OPENING LP LIOUID PETROLEUM FFA`GE ­E LP Low POINT ­7 FILE H MANHOLE RE MA LGEN PCPCC POINT OF COMPOUNDS CU RVATU Rf PI POINT OF INTERSECTION A ­LARD R PROPERTY LINE DISCAPTION PRC POINT OF REVERSE CURVATURE PVI POINT PAR POINT OF TANGENCY PVC POLYVINYL CHLVESTORIDCALE PIPENO A URE PVI POINT OF VERTICAL INTERSECTION E DIE OF B CIA R RADIUS YELLOSS PA=N NT A"I R RAAGO BE MBLER FOOIE DA CRETE PIPE SSW, SANITARY SEWER STA STATION STRM STORM SEWER SWPPP STORM WATER POLLUTION PROTECTION PLAN I NH Top WM WATER MAN N/D WALKOUTBITTER 'FEE L UP - - - - - - - - - - - SECONDARY ElOAWN CONTROL FENCE LOT INFORMATION EROSION L„PIllL sERTIDN Not TD �rT onuT RE -----__ eT EA ELEVATION IND BLOCK NO. BIG E NATION T LET NO. OFER a oR _Lo . La = FIN A�KAII VT ANT R S u TDIEW AT ON WE -- �� -- AD-SIDE WALKOUT K OUTLPAKAITAA'A`E EDSET BACK L STREET PIONEERme ,amu, MY 55111, �” LEGEND LENNAR CALAROSA ? oP 41 LEGEND UTILITY LINES EX SOT NG PRO�SED FU®RE SANITARY MANHOLE R (SA PLANE) SANITARY SEWER (STORM SEWER PLANS)IN Fu FORCE MAIN HYDRANT GATE VALVE p � � RUDU CSR Yr RB TOP - -I I- WATERM AIN (SANITARY & WATERM AIN PLANS) -1 I I I I WATf RMA IN (STORM SEWER PLANS) � ® � CATCH BASIN ® ® ® BEERIVE O • ® STORM MANHOLE p ® ® FLARED END SECTION ® ® ® coNTROL si,uciuRE -->r-- > STORM SEWER (SANITARY & WATERM AIN PLANS) ER (STORM SEWER PLANS) cuLVERT --------------------- —PERF PERF —PERF PERF PERFORATED DRaIvnLE ------- ---- —DT—DT— DT DT soup DRAINnLE SERVICE caswc e e e e e e UNDERGROUND ELECTRIC LINE UNDERGROUND FIBER OPTIC LINE s s s s s s UNDERGROUND GAS PIPELINE uNDERcaouND PETROLEUM uNESwE UNDERGROUND TELEVISION LINE on on on on OVERHEAD UTILITY LINES SITE LINES BU STYOLf CURB &-UTTER UTTER RIBBON CURB & GUTTER NG (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) PHASE LINE - - - CENTERLINE 2 CONTOUR LINE ----so:�_ - 10' CONTOUR LINE ______________________ ounE�-se�.n anE�-se�.o BASIN OUTLET LINE --- - -- --- -- BASIN HIGN WATER LINE PROPoseD saoT ELEVATION i i y fMERGENcr OVERFLOW DRAINAGE FLOW ARROW - -- -- --- - -- -- - - - - DELINEATED /PROPOSED WETLAND LINE WETLAND BUFFER Te un TEMn FEMA FLOODPLAIN BOUNDARY ______________________ a RETAINING WALL z FENCE (BARBED WIR EJ CE (CHAIN LINK) [] [] [] [] [] [] FENCE (WOOD) p � coNSERvnnoN AREA SIGN ¢ T WETLAND BUFFER SIGN W TYPE III BARRICADE LIG T POLE PEDESTRIAN NRA P SURVEY LINES E%ST NG PROPOSED FUTURE DESCRIPTION BOUNDARY RIGHT OF WAY LOT LINE ----------- ----------- - -- - - -- EASEMENT -- -- -- SECTION LINE E Q Q Q RESTRICTED ACCESS HATCH PATTERNS DGRAVEL SURFACE D WETLAND DBITUMINOUS SURFACE � WETLAND UPLAND BUFFER OCONCRETE SURFACE � WETLAND MI TICATION RIP RAP O PERMANENT TURF RESTORATION DSELECT / ----------------------- ------------ - / S i -- � � � —' T1 ------ i \ l I I if i J d 11 C i I • \ u l i / I � �� I � e �. 1 i i r - ---------------- ------------------ �� %_ __ r � ✓°x"--� '� f � III �T� � %, � ' i - � � � a � ���^ �� � �I J � i I il�v I / � r 3a -�� Ir Ii � Ili I ri � i il_ I� /� ��� �_ � II li ii !� k �,✓: / ___ ✓ � _ lr � I"Ir• II i rr�Q �� rl r I rl I k -r I � � � � � � I � I i r i I / � -� '� ��K �/ `� 'I li i 14 1,I - � �ri � 'i � � �-• rip `, ��,�,I r � � ��II�a � II r ii I ,J P r — ,� � �;� � �/�i`� il�l�i � i i �'I) i � � -`_x✓ / � _� I� ` `� I ��I _�-, ��p/ �,. — �� -. IIr � � � � I I' i � � �__ -------------- 3 _ � ��� I 11 I i I/ i - I I//,✓ I �----�-..�- -I-�-+--I '�� �,^,.-� '` ��/`d=�/ i � � I I i I / � ,�f,� `-` I f'I I I� so loo �o n IIr X11\I\I GRAPHIC SCALE IN FEET PIONEER YLCCYI �� �n l i ,amu,.IN„�, �” EXISTING CONDITIONS LENN �R CALAROSA 3 F 41 ' �) / i i / Via✓ ' i /' --- � / h� i i i i 1--1\ — ----------- -- �� \` —"tom �--\\ \ �\ O y� { 1 / 1 �4 ¢ \ 1 _= �-- -___— �___' ,•°,y \\ \ \I 111 11 / "n O' ? __________— _ \ _../ /// / / / / /' —___-_ ¢4'I, s � '' /'-- ------ (f / \ _ ✓� ------/ / / / / /'.w' T ------------- / / / �{ �___� _ 1 \ j �� \\ \\J1\ 11 1 1 ] l I I l I l l I l /, g� j j / % \_ \ ----- \� / _ �\ / / \ \ \ \ / / i — \ / / 11 / I ilk J _ I� it i_i � \ \ � � I 1 ]/ I I I I — �a>•' / I I I I ( % ! l / l J I I I/ I �� � I 1 i ' i l I � � '" / / i � i i i i i I i r I I I �T"— P✓�, - � �`� i j // j / /� l I v / I 1 l / I / l r/ ' el _ I i ___i_ I– -----��-- — --- -- --- -- – – – – – – ----- o – - _ - �VL1 ------NOTE: OTC. II — _—_ _—_—_EXIS IVV"ZOi F NVIt I 1 ------ PI$NEER _ - _ ; - m0 , — v3� --- —'' -- ��— — — h //��il a/ .X / �' GRAPHIC SCALE IN FEET F ,amu, ti,N„�, �” EXISTING CONDITIONS LE NN �R CALAROSA 4 F 41 ay OL, IV ci 14 A, 1z v 1. A bII F, ------------- T' 651A STREET SOUTH -1 T J -H GHL A 3 1 7-1 1 [HUG�LACE17 _AER7­14— PIONEEReneneering U wwOVERALL PRELIMINA: ,42ZF,l,lp­D­� SECT ON31 TWP. -28RGE. 21 \O N VE) DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: L bA,g 5 -F 11 SlOth, — adpl,lmg to 11 ... a�lA, omen ji—dT 10 -1 1, -th i,g �t,­ U- ­, rot Im, _A_ odi­­ ih, R.t ' 'E/ T ....... ... ... Eg CE EL/ Ap, 'T o SECTION 4, TWP. 27, RGE. 21 LOCATION MAP ....... .. N. IIATE TOTAL GROSS AREA 145 5— ACRES TOTAL BUILDABLE LOT AREA ACRES BENCH MARK FOA LOT AREA 0 5111 ACRES TOP NUT OF HYDRAN7, NES NUMBER OF BUILDABLE LOTS 243 OTADRANT OF 60TH AT A & TOWER DR TOTAL OUTLOT AREA E L-996 52 NUMBER OF OUTLOTA TOTAL RIGHT OF WAY AREA 20.8552 ACRES GROSS RENSITI (ENCLUDES OUILDTS) 3.9, LDTS/ACRE 2640 T A, 11H IN 11 1 1 11 All IF ------ ----- ---- ------ DEFECT A - - -- ------- ---- - 11RI—I ITHITI —1. 2 3 4 17 18 19 e 20 21 M Ti Wetland L 4 To 1 se ae� ase 7 4�s�n,36�11 D GO 25 41 41 2 A, ---------- so 45 28 34 ---------- ----------- _s5ao1 3 ------ --------- --- 33y 31 ---------- D --------------- CTV --------------- 2 32 ------ I �l 1 93 ---------- ------ ----------- 53 . ..... .. TT 42 F ----------- ---------- S, F, A I U 11N 87 7 OUTLET B 1/, C/� s `F A, ITTIL IT IR51—T 'IT "HRT R c -T 71 4]2 71 100 5 DU -,AA G 117 ZE 0 ------ ------ C) OUTLET E�, 61 062 'm^63 r64 e65 Su -57 X68 �689�m]EM 10 102� -j� 0 OUT -W A IZ I', V BENCH MARK 70 NUT OF HYDRANT, NW 2, 108 1 105 'iIL-QUADRANT OF -1 11 A I T.- 11 4 R. — AN D F ITHITI WTIOT D —07 F OUZ7 F DIA113 H ... ...... . -APHICSCALF IN FEET PIONEEReneneering 115 2 CALAROSA F(-7 -41 PRELIMINARY PLAT T-71- LENNAR 7 co"T ,412 111111111, i - I ^^8 6r 9ART _ es�s„ �' - a$fis s 279 $, dee sr �'��as8� OUTLOPo B %ouER AL or "T"T e nT 19'77 o576so sao93 c n 1 O 9 - T �� 75 74 ^ 73 ! ]2 ��� 71 - iMOD u 1 o .m 55 (i I Ta fs OUT" � OT G �63 I�\��fi_ �� DUTLOT E e ^0654 e65z w 55 55s ss5 e65 ifiO3n 104, D �_ .mo. m„efimfi9 l''66 ! m69 r70 M 101r �I iO 1 11T O N a �soe scu, esexnn n IQ ¢ w 5 1 4 �S 108; X107 106 005 Iw v% S 8♦ z 8 _. .1�55a -_ �� to �'�?�- - oaA1— AID _� T' ens�MeN,- — 1 1 1 4 a Wnm o Wnm c 'I P Iii _ i% � v Wnm c , '?II II ¢ )m Iv -0� I MWoo< $1 5 nn x sa 1, -Fina as'TA71 'e;- r ae _55 1115 �iB6 DIMENSIONS 191 190 4 pA x __ i Rv n _ Wm % x00 O' s PO2 POB '-'123 Wn0) N Wh,O P WRO) ion. 24 J I W p 195 1W g 412 95138 ' x/126 'd �N 1s27 s caTN n 1940 5 0 .1 01 __ -� 138', 2Z0 117 m a 22P Wn 137' es s?, s r3i M; ` 1P 1 ' 142 136 135 0134133',' x325', 2 $ ° ou 1 —ILL or ounoT c T - - _ x31 xx) 1T43� Imo, r aAnnc[ 5wo unuTv.[ns[u[N 1' r 230 2P5 s-y �-voii ii ii G'iI 69 I BENCH MARK Wnm u Wno) ss ss Toa Nur or HYDRANT, nlw a3 ouno9nNT or jTowee oa EL=s96.sz 65TH STREET SOUTH ...s 2635 --T--------- --- --- -- -- -- -----T---------/ ti�Nl HIGHLANDSH'N HIGHLANDS 3RD AD ITION / 3RD ADDITI/ 50 100 zoo — I / � �I I GRAPHIC 9� PI$NEERne� i , LCALE IN FEET PRELIMINARY PLAT'LE NN �R CALAROSA 7 v 41 — �I 1881851y189 �a� G so sa O 191 190 `L L� o OUTLOT XN OAM N .1 193. m 196 .197 92. O 4 98s Cs .195. 194. o °' 199 co .% 64TH STPEETT S as 50 11 lZ 230 I'll OUTLOT M i L PI$NEER,1��� J L___J L I ---I �--II1111 1,o� , ��L---jL—— —L L---� I ill II �I I I I o i i u i , — �I 1881851y189 �a� G so sa O 191 190 `L L� o OUTLOT XN OAM N .1 193. m 196 .197 92. O 4 98s Cs .195. 194. o °' 199 co .% 64TH STPEETT S as 50 11 lZ 230 I'll OUTLOT M i L PI$NEER,1��� J L___J L I ---I �--II1111 1,o� , ��L---jL—— —L L---� L-- L r --------L II II L --------L I �'I L J I I II II III II IL L 2635 -AP .. s.... /. F..T PRELIMINARY PLAT LENN �R RTT CALAROSA g ()IF 41 I I ill II �I I I I Il , 62ND Si __--I (--'� O r —-------- li I II 11 � i lI lI l l „ L-- L r --------L II II L --------L I �'I L J I I II II III II IL L 2635 -AP .. s.... /. F..T PRELIMINARY PLAT LENN �R RTT CALAROSA g ()IF 41 I u ' / I — — �a A 2, - ------ 1 — I I 1 z9 �\- _ (9g z - I t Aa e r e 99 GK (HOUSE) AGE1 E..Acrc fis EEE D eI 0 ACH (GAR MINIM B , CORNER LO 29 EEE f 109 Hi .. •.i � �� , � _ _ 108 v 93 94 � � f \ it — 1 ■��� - r MNMrcM LOi o r D.so0 sD t J ■ ( .I M N MUM Loi sEieacrc (HOOSEI ss EE s= M n MUM AIDE vnaD sEieacrc (cARncE1 EE 1 T i — � 1 Ei.IcK EEE R sEiRacrc oN A 6 ==M ERONTA"1 92 3 .NEM ARo s iR� i c�aNER �, �9.H 13 AN D\ J 30 3t D,»' MNMUMNE1 .T E i - y,yy cOaNEa LUi Co DE _ - ✓ V Ari �a r 6 b __-_ - o ;\MREcinMuuaasiNE IE NI DEET ut wi 6 y� 3 / eta B6 l i I r / f r �i a ..�• / n _ d ' SYNOLE DUJL G NLu oWNHONE L.T REou REMEN 5 9 , J 73 2- i LOi WoiH 1 7E � J s Eao 9aRA9E 6 e s N.Ea9R s REE. roRNE r -- • 9'D IFI i9 6E.1 IT 26 siaEEi —NEa 222 ✓ 1 ■12 \ 20] \ 6 T3 �x \moNi siencv: DD PRATE TIDE GPRPGE 211 1E 6 rr 9i 04 �� \ / sRUC*URE iD SrROCDURE is F � 3 -.i I _ �s __As i i j'--� �A � - s� o � \t86 F ■ i 184 PARK NG sUMMPR � -'� ' �081fA0ENUE-SbD1H -� _� ■ � 1 iaiu 9earc NG nnLLs - 54 it -r---' -DD--D ' ■ 'I e '\\ 4 -� � 99 WROi E ■ 1 \ 229I��230 '' F i r - j i ._ ■ � z 226'". � - ■ � � � � 1 ,94 3 q I {$ LIGHT POLE 0 mi _. _ - ■ _l JI � � 1861 91 �'0 192 ,ss r mrr ------ -- ■ w o 0 0 -_- •� —1 r�e .-.-- .�a --- -_- L--_- - -� OU -• ---_ IINI "b.. ��---__"1_>.\ - 1-- -- -- QU99A5 o�RKDowERDR , NW o..u:'C o0 PI$NEER ne/IT APAIRE IN FEET LENN �R CALAROSAO ,42Z"` OVERALL SITE PLANTHASE PLAN 9 P 41 — — --- -- — — — — — �� 89--- —Lj--j � _ al— I --- ---- ----- -------- 91 -�I v � I 92 31 a )ITURINous R i �I 6 �Y s' CONCRETE slogwAk (T 74AF 67 o V OUTLOT A 75 66 R . L/ FAT ` 1 �� ` �� ' NI / ; . r r------ --- — I I -- —rr---� / 84 76 ; 6 5 - 7 63 'L---- �— �Et acR T / vv vv v _— --------- I�-- 6 I 82— 39 I I 4p I I 41 . ___—__—_ I / DWA 35' RET SET6AOK R F� I � l \ >, v \ l 5 COLIC ETE s 60 V P) 1 0 1 . — — J _____ J �— _—J L—_-11—__J L �I r � r--- R s W 8' BITUM r----- NOWS TRAIL (TVP) zl — — Ii1 -- 4 ��P'I / T 54 L— -- -- — 1 47 46 II 45 44 43 rr — 11 III r w LbN RETE ID aLK iTYP) — — J L—_ _—J L__ —_J L __ —J L_— _----� t '•ro ,, � h . ----------------- ----------------------------------------, IDENAVENUN OU� x.. .., .... ,.. ., .........., r--- __ —I IF__ __1 --- __— — — �__ __1 A ----�.. / PLAY FIELD —A / l sIw RI 48 49 6Oi 51 52 53 / v 1 II ill OUTLOT E I � -- - II II ---- I II I / BENCH MARK L _ Mss sb. s r0-------J L—J L__—_—J l T 35'REA4 31TRACK --------1 L_—___J L—_—_—J L—____—J / / / / / TOP NOT OF HYDRANT, NW QFEET,UADRANT OF 60TH ST S & TOWER DR. EL=996.52 — — — — r`a la Il li - --. D PI$NEER,�, I N ,IGRAPHIC I \ SCALB IN FEET �u axYsn. IIN„T, - ,. y _ LENN �R PRELIMIN ARY SITE PLAN _ amps CALAROSA oP 10 41 r I / J 8 TEMPORARY EASEMENT I (TEMPORARY TURNAROUND ---- 1\ F { � � 21 I I / ------------- _ ��---------- zz / 19- F --------;--- �� �� ------ �, �\ — — — F --- -------I 23 ------- � ----- -- — a =�__ %� T — — — — — � � 3 � 24 --� I TEMPaRAreY eAs<MeNT -- - ar a — -- -------- '------- --- - i -- - - — TEMPRRARY TRRNARouNo i --- -------------+-� 25 OUTLOT B i a w 104', 105 106 6TUM NOUS TRAIL (TVP) — � ^\--- \ s 27 �i ��� �i 102 107 eo n i i 108 9 29 �� .� 12 ` oT T o CRETE soSwAKYTYP) _ ... �� - s,— T�— — '\ L— "-----�' � v " — -- .-1 1 1 - ---- -- 1 5 FCONCRETE SIDEWALK EYP) e j 1 T\ T °'. BENCH 11AR1 DUARRANSOF DOWER W ----^J--J L ------- &_DR W _ -t I EL=996.52 ---_---,i-, "I 5 fR AOK T_ 11 1 91 1 T r it / 88 --------- -L =--------�L T 11 i PI$NEER GRAPHIC SCAIFF IN FEET YLeeri ,� E �� --73----- „u, M1,N„T, W” - PRELIMIN ARY SITE PLAN LENN�R CALAROIA Il F 41 — — 71 � i 70 � 3 - 4 1 4 3 --- --- 0 s 72 2 1°z _U11 -11-l" i, --------- �D-D 68 CFNby2ESt51DEWALK (TY) Vll L D 6 S OUTLOT G R 214 \ \�-- 74 67 -- 0 66 64 OUTLOT E OUTLOTF `A - 2 �` 75 213 o _ -� 210 0 i T 65 -0IJ-TLO D � r. r J 1 st F 5 OUTLOT QQ _ P 9x20 PARKING C �4. T L (TVP) -- 2 209 � V) 62 'r 3 2 207 s °� F� L ,T\ \ ouLOT v vv vv vv vv 61 u oT A seTaA -- - 204 e 202 z 'I v v 60 coi�c ETE soewA _ P)L , o` 221 a 'F� > i9 v v v v 203 �ro< 5 o< OUTLOT T a 220 o v� bo 9 —T P—ING v � �w STALL (TYP) b �' 86 2251 228 G p z OUTLj185 X187 0 197 --------------------------------------------------o 199 224 227 o E �v 184 196 R w — L 0 ' OUTLOT NN o U T o � UTLO r 0 — PLA FIELD TALL PARKING TYP 0 \ p X z 22s 230 z 190 H 25 189 OUTLOT E i I p 193 ;194 � p Ro o s w 228 231 .r I 1881 191192 195 V, 0 — I f/1 0 0 BENCH MARK d a 4 ------- ---------- -- � eNQL TOP NUT OF HYDRANT. NW -- o0 9U,TLOT_ N 5CONCRET SI WA K (TYP) I� QUADRANT OF BOTH Si. S. WER & TODR. EL=996.52 — L — — — —— — — —— IDEAL AVENUE SOUTH ewe 50 IOIR GRAPHIC SE— IN FEET PI$NEERneeri LENN R CALAROSA �u aN�sn. ti,N„T, PRELIMINARY SITE PLAN oP 41 eo,=.v�1, ” H M_�AR:roro v��aae Co"'AGE vE 1UN e OTA �- Po � 8 f �----------------- �\ TEMPORARY TURNAROUND 3l -7 i. / \ \ N 128'�� y � 132 j 114 �I II �� 127 T T 133 i o A — ` '�✓�� -----z 134 ' T 116 �i � TEMPORARY EASEMENT / ,PF 12 6— \\ " ------------� 112 �i ��� �e�� T -- ------ T��`,� T i 1135 ��T/�/(,_', T TEMPORARY URNAROUND r — 8 O L -- 105 i I y�---124 � — -- ��-------- a � 111 0 118 -------------- { ,o o, � 138 o m F� —r `� — EF: 6 _ _ Ir � I_ 35 REAO 3E Banco --T T- ----�TvU) N LD ii TE ---- 19 i :r --'-z' --- --� 109 i 39 41 42 143 R w c i i l l 108 _--- �, i 121 VIII Ir Yt X L —_ -------J L_ --a J e. o� _ `5' CONCRE E SDEWALK (TYP)- J F OJ --R J -- -J \KF _ 25 TBAC enNT, N ,L... .. -. TPN NUTT oA MARK W F v IDSEN AVENUE SOUT TOP ST T of - EL -E sz w TowER o aPo ,aoo - _ ' sTencK s.00 a 00 r _ � s EcoNCRETE soewAsu 4 C 7D A -I �1 1 CONCRETE SIDEWALK (TVP) 3 4 -- ---- 2 1 � Ya m s 4 y PIONEER -�,g- � - = r 1 GRAPHICT `' 2 - PRELIMINARY SITE PLAN LENN',R CALAROSA 13 P 41 I1\4 1-7\ �� % % 111 i J� / f /tV Y I - - � / I � I \ g % a a. \ �� 1t4 L _ •- � � __" __ � il)I1 I u ' /I I / v� �pf4 � I� - _ - / t l / l / f _ ♦`� - - �.% .e( � ' I . I �/ / . \ � � Jl I , l .._� i / / / _ _ a✓ g 131 1 1 \ � ) "g _ _, � -� .... - - - f 12 I % I l l JI � �_ c ,rs H ./_ _ �16- i $134 a e na 1 1 ! \/ I I eo m. 0 rw z1„ I � -r. c 1 a � � -__. - - �9 1 °0 � �y r` - •I9 1��'C ���/�i� /''� 9 _tea SP __ _ 1140 r� i��l�`39} II / %, $ \ 'iso �5. SI3A 1 1QR a oc we sw � l \ ✓1 ' i 0 19 9 E � u � I, h R t 1 F � \!�/ o � � i 1 r - I / ', 4$e Ifs a -1 3 - \\ / � . / f � � I �•� � a. � p;r 1 rlo q * _ e � ,r� - 1 �-- �f __ " • i � y�+ 1 � � E °31 � If I Imo\\Ute\ � � _T - 1, rS7 I 2 ` yr wr 1 _ 9n r 1 I 1 w.a m. S ♦ a .a - 1✓,i\i �� --� r,r _ �_ r j- 60 61 i 2a. 2 \ ., `. r. �5 S_ ��� 1 \ �\ \\ \ L,� � �/ - e� _ 4: _ '/ f � sW asy _ \ r� 201 BV" \i✓ � �� \ '� 47 4a6i 45 a 44 d = -- ter. \ i I I i/ � i /oc I e / � ass �• � d _� \ 1 •,x Z. aw i5' a� ...... _ ...... -_ + y I\� —'_ �- "�.� •'• BENCH VARK 200 ���-- �\11 4°�I L� — --F � i/% / � /� v �� — — �� , � /11 �v ,oP u, or- nvoanNr w N _w., aa,r s°& TOWER 6R PIONEER > vi , �� �w v E-6s2 GRAPHIC SCALE IN FEET /r`_I I`�r P -- ✓ 1 i!! ! 1) I� v _ /' .c 5 ivl�� Y �r: ✓ ,amu, LENN VR ry,N„z, w. - OVERALL GRADING PLAN CALAROSA 74 P 41 6 12 obEu�o10 a- 1 LEV 9921 UTLOT WETLAND 290WP omgs �' I I / �. � LF 3.2 \\ J('�-T/ 1 ✓ I 1 I II q,m UU � °�'P '\ PI S - 91.2 m� 6 � \ _ 1ITLl T" 9s z47 R9 L0,999.2 � � m "3'l' 92 O,t0004� 8. -/ - - 1 E.O. F. 1 and a 31 y.9 9 -- �T.2 "� 1 30 X10°, 99 esz - m 73�m mm68 g 2.00090 90.911 s o T�avH s \ �y0\ WET VOL 0.056 ACF STEP . 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LENNAR CALAROSA ,amu , ry,N 551 - PRELIMINARY GRADING PLAN 18 w 41 .F \ ' a i ,d 2 / _ v _ n , _ l / r i i / , J a/ / T \J 6 7 /"'�> � e • 1 WT Tc 4 . _ 4 t� M 1 r c 4 � I 1 ' 2 ' I 38/ I ff \T I — — — / � ✓ / � 59 6a Il euorc n.m a www f _ — i I 42/ a, — — I r 1111T — •%/ y J ---T-- BENCH NARK _ _ ) _ _ — ��� \ a M' �'� \ 1�\ \. \� l Ill %! ., 311 T Nr �',I11 _ TOP NUT UI NVDRANT NW y/,'FI ����� \ 60ADRANT 0& TOWER pR �0 _556�szs. PI$NEER y.; GRAPHIC SCALE IN FEET —.g /s, ��r ww PRELIMINARY EROSION CONTROLLENN YR CALAROSA 7q oP 41 mus , wN/,/� PLAN Es (STT "O'nnoN .OF raps orvD varvrvi aNRPRAIREMF`N. s DIMENT BANK BASIN TD BE 1BDD°OF IF STRIPPED_ LEAN TEMP oN 3 rc o VARIES VARIES o'IDIFA IID FLAT STAKES ANSI. CLT FEN7E ATAI') TDE DEDELDPMENT I To' IT— SALES POULON DIVISION MANAGIS SIR` 8' A PGODS TESSID, HODABEGOIABLI A�& AND To' ISTA"ATOS To' RaS aN PREVENT aN IND SEB WENT CONTROL BMPS BEFORE AND DURNG ADS STRUCT ON. 3 CONTRACTOR TO ADHERE 10 ALL REOUREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCI IDEDIII PRocRE55,Ea 4. A COPv of THESEIEAlINP vrtAD NUSa BECaNPTS oN OF INI SITE NmENEVERMwNSORVCTCioN 6 HE GO CBI"C—,OCTlB To A ""AIP�GATE�IPBOATTFA IT ITAPHIlD -TIN I BRIC TO I AD Al To S NT Or DSCHARCE TMI"ANBE TIE PIPPEITO ED.R .1 IIIM I, Y SURFACE ED ERHNI TNN NI 24 Hou RS aF IINNEITIN OLILETATo A MOSSURFACE FEARWATER, PO RED ITH TEMPDaATry are PcaMANcrvT Ervcacv oss vAT ary wiTn ry za noUres of AMR PLuNNINc nANDeaoK. AL Es (aMTO LAND N Ips1 =HALL DE INSALLED AND IN oPERaTIDN PRIOR 'A" ALL BE MAINTAINED UNTIL IT" ... F EM S EVER I ORDER SD IF ONAL UPGRADE PRTCE' MOST IS N'TALLE'ElAND THE Al UEI DR OTHER A PROD METHOD=EPEI ANo/oR°n5 HO oN THE EROMONTI ALL IINTRDLE RISK PLA MS, MPOn NA BE EITAIL ONE A MAN 'ED SENT PEIMITTEE IIALL ANTINPALE THAT MOIR AMR I "LL BE NECESIAEF TO ENSURE EDOIEON AND I IMENT CONTROL LPs THAT MAY C NEEDED TD RIDANDA BE ABOEIFEVE IT, RE PADTMLTIDN DF I FIEW HINI 01 COMMENT CONLIOL PRACTICES MAI BE IDUALED TO 11CIMMIDATE PSA`TC O, roNPLETE. nROBTION UN,IL ALL A FISHER— VOCIPILNO"IF 511HARE SLI, 8 ALL THREANOT FILED TOP REMOVAL C—L BE PROTECTED DO NOT OPERATE EEOPMENT -11N TIE LOP 'NE ... A. NE, AD SOLD FREE PPT'AT.N "NE AREA, FLIER RUNOFF E PRESERVE THE Et ANO 'TREES GRASS AND OTHER VEGETATVE COVER TO HELP UNCI'DANDOINVIR CANNOT BE PLACED 'I I GLEN A A TE 5 S EM5 DR CONDIDE OR D G1ES rer (ore vcRMArvcNT) s[o Mcry TAT ory ens Ns Wncrec Tcry are MORE Als 'I OFF DATE TRACK FIDFORCE 1,111EI PEND CVLAR TD(THA AND ADO NOT BACK BLSLOPEZADE LEAVE A AT PA CE RLIAIINI OUDH TO MINIMIRE EROSION 11 FEAR ALF SE D 5—L I DONE N ACCOGDANCE TO INPOT 2111 1 ISIC CININTINA 01 AN 'E�D AD "BIT , 4, LBS PER POPE " APR .. ED ECLOL M-' "'LL I I UND AT FOR I I ' I 'IN I PEP ACHE OR APPROMEN EQVAL AND DII ANIIIIED N PLACE ON App'PSED OFIAL INSTALLED TO MIN MM I I . I A A E'A'S IF TIE FACE IDEA A ITHID &TILIFEI 'C -11-2C . 11C LBB PEI POPE LOOP I oaA NnoNMON LO PATON AND/Al AS SHOWN ON THE EROS aN CONTROL PLAN NnOs IRA C DrWATrR RED WATE, MUST BE D"HA"ED Il AN APPIIAED IEDMENT EARN ON THE IIIIE , I N IF TIE WATEI CINNIT BE PACIAIDED I. A BRAIN FEAR ID ENTENNA TIE VIHIFAAE WALEO IT SIST BE Up EATED WTP F HE A =W`E I I MR IIAl FIAT TIE UNCIAIAE DOES NOT ADRAIIELl AFFECT TIE BE IF I PC WALE I " AM LAND—EEC THE CEUN�ECDO,% M12GTE EMNI�l�T�EIET�DAI�PEDI�ICE�DA�GEEIPOATTIIAL AICPADESIATELI PROTECTED FAIR EO,,N AND "S " I DO 1 11 IRE. MIND C111 ILAMON 1HEEPNO, AS OTHEI ACCEPTED ENE— D111111TION EAAIlEA 10 1 1 1 A 'SIMANENT TTIF IEITIIATION SHALL IF DONE IN AIIO— 'IT AND 1 171 1 N811 PANEL INI A TINE 3 FERTILIZER. 22-5-DroR wERE NIN® zso Les PER ArnE. IT OF APE I AT 3 1 OR STEP I EL. ANCATED AN THE PLANE 5—L BE SE�DE'EMAINCILLEARC ANaEawREMEN* 12 THE ACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO ESISTING STREETS AND PAVED 11 F BLOSING DUST BECOMES A NIONARIE TIE CONTRACTOR ITALL APPLI GGLEI FROM A TANK TRINK TO I ALL lAlEI FROM DEGATEI NI BE P " MANNER "AT DOES NOT "'T" N­ SON INS ED " I I NO BANOS IF FLA ED N A 1, THE I ON TO ACTED A FIT APPOINT COMEANE TV NSPECT THE CONSTRUCT ON STE ONCE EVE` 'E"N DAL5 "IN I PIT RE CON 'T .. T IN AND ITH N 21 10111 AFTER A IS STAFF EVENT OF IFFILEI LIPS I I EST I INSPECvoN)INCHEs s. ALL NIR ITIN MISDICBEI MAY REawRE n EIIIDED WI NI A I ''ETA NEDETANT INTABI MPA NPD 2 ALL NON— 8MPS DUST BE PEP IN ACIPLEMENLI FUNCTIONAL EMPI A' END IF ANo E TIME FRAME A, sAFTE, o °Es�E�uPI SOON AS F CA NPD D CAUNDllons ALLOW ACCESSIDEA, A ALL CDNSTRUSIOF AREAS. TE (E MCEPT ROADWAYS) COMPLET ON OF THE STE OPAD NC APERAT INS THE EST BE 5 POND , TEMI RARAS ARE NOTH IT'(LONCER NEEDED. AL ATE SAAB FAST ON SACH EYED DR PETER THE MPODISPOSED OF WITHIN MEASURE= E I. SOLID WASTERMIST BE DISPOSED OF PEI AM.P CSA. RE" 'EMEN" MUST MATERIAL, BE CDNTAEIIEINAL "A" NED ANo WASTE PROPERLv DSCFO`POSED OF. NO ENCNE ED EA s ALLOWED ITE IFINEFF MOSTON SHE. TPAFFC FROM AREAS TO OP"PPTHE SOL NCLDE ALL TOPSOL PLACEMENT AND NFLTRATONN/FLRATAON BRANS AREAS REau RNILOOSE -Ell PI S ­FL SIF —FLDA Al LOT BENCHING DETAIL NO SCALE PI$NEERneering NKOM.,LMCRF NO 551", SINGLE FAMILI P, VILLA TOWNHOME LOT PEOTHREMENTS LOT WIDTH: SF. INTERIOR 75 SF. CORNER: 80' VILLA INTERIOR: 55OR 65' VILLA CORNER'. 62.5' OR 72.5' FRONT SETBACK: 25' LIVING SPACE, 25' GARAGE REAR YARD SETBACK: 35' SDE YARD SETBACK. 7.5'INTERIOR, 15' STREET CORNER SIDE YARD TO GET AGO T. 20' STREET CORNER QUAD TOWNHOMES LOT REDUCEMENTS' OUA FRONNT SETBACK TD PRIVATE CE LONG 25 GARAGE SDE YARD SETBACK 15 PUBLC STREETS SETBACK'. 25 SE TRACK70 STRICTURE TO TSTRUCTURE: 15' BI LD NG REOU REMENTS POND GBOT LOW OPEN ENO TO LIS. OF + 2' LO = H. + 3' LOCAL LOWPOINTS (TEMP. PONDING) LOW OPENING LO = EGF + 1 SINGLE FAMILY HOLDOWNS FINISHED GROUND ELEVATION PER PLAN VARIES 1U' F2, Gy IN. 55' PAD GARAGE ELEVTION PER PLAN 15 VARIES FINISH CBADE 3 rc o VARIES VARIES W, y IF +o TOPSOIL LOWEST OPENING n CE SUBGRADE CE GRADING GRADE 1 EGRESS PIT E:l ) Sff TYPICALEJ STREET SECTION RAMBLER (TYPICAL SECTION NOT TO SCALE) PAD rc 0 RE VARIES 10 30 FNIS' GRADING CHASE GA AGE ELEVATIO25 PLAN �FLNLS--RADE VARIES VARIES o LOWEST OPENING �yn ry TOPSOIL xo 20' N N. — Fl -N w SUBGRADE GRADNG CRADE -' LOWEST FLOOR PER PLAN BASEMENT FLOORS SEE TYPICAL STREET SECTION FINISHED GROUND ELEVATION PER PLAN LOOKOUT (TOPICAL SECTION NOT TO SCALE) FEET 55' PAD 3 VARIES 10' 3 FINISH GRADEGA GRADING GRADE 125' AGS ELEVAILONT PER PLA N 15' VARIES-rc FINISH CCAPE VARIES VARIES LOWEST FLOOR/ LOWEST GPEN NG W^ TOPSOIL o .. "`\\ m PER PLAN SUBGRADE �.,*v'- `ORADINO GRADE 1 2 I MIN. BASEMEN LOOR — SEE TYPICAL) STREET SECTION FINISHED GROUND ELEVATION PLAN WALKOUT (TYPICAL SECTION NOT TO SCALE) 1'--F FINISH GRADE GRADING GRADE 0 2' — `""' 7 H DOWN �TOPSOIL T - ""- NON AELEC x UP ARTSM �...LL �� — B �SELECT /MAPV ........ A V \ \ ED SGTLAGGROIN\\�\Y� ��/ / SELECT BACKFILL MATERIAL B07 OM OLJ A NON—AELECT COMPACTED UNSUITABL A R\\\\ j\\/�'�'/\ G Tx BACKFILL `UNDISTURBED MATERIAL SOIL UNDISTURBED SOIL MIN MQ SUBGRADE CORRECTION (TYPICAL SECTION NOT To SCALE) P LOWEST VILLAS ELEVATION 69 PAD GARAGE ELEVATION PER PLAN TOPSOIL suacRADE SLAB -ON -GRADE (TYPICAL SECTION NOT TO SCALE) A NE —VARIES --VARIES VARIES VA GRADE o> MIN CP GRADE LOWEST PER PLAN LOOKOUT (TYPICAL SECTION NOT TO SCALE) PAD W VARIES 10 44 N 15�VARIES�VARIfS VARIES FINISN GRADE GA AGE ELEVATION VAT ON PER PLAN FN SN GRADE GRAD NO GRADE 3� TOPSO L —m LOWEST FLOOR/FEE,... LOWEST OPENING PER PLAN ;` w SUP -RARE `NVe" tt `GRADING GRADE 2.DD D MENS FLOOR SEE TYPICAL MIN. STR ECTION "''p+ 11 W FINISHED GROUND ELEVATIGN�WALK OU T PFR PION (TYPICAL SECTION NOT TO SCALE) NSIN HWL+LO' _LEV PEP PLAN MATERIAL THAT MEETS SEE L CL ASSECATEEN GO SO . CH. oR CLT HE ye00 ANDEA A IN LINER TO END OF ANUATC ENIH STORM WATER BASIN SECTION (TYPICAL SECTION NOT TO SCALE) PI$NEERneen-ng i: �GITLEI `FLEV QUADS FINISHED GROUND ELEVATION PER PLAN PC PAD GARAGE ELEVATION PER PLAT SLAB -ON -GRADE (TYPICAL SECTION NOT TO SCALE'. 1 INSTALL SILT FENCE AND/DR OTHER APPROPRIATE EROSION CONTROL DEVICES TD PREVENT 1ECREN FORLEAVINGTEING 'HE 1 EBMPSNMUSI VIBE RIN ATONBEFORE IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP 2. ALL DOWN F GOAD ENT ENT PERIMETER SEDIMENT CONTROL AN' UP GRADIENT LAND DISTURBING ACTIVITY BEGINS. DURING OR IMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO 3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES 4. INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO S SETTING FINAL GRADE OF RETENTIDN DEVICE. CONT GRADING OF RETENTION DEVICES SHALL BE ACCOMPLISHED USNG LOW —COMPACTION EARTH—MOVING EQUIPMENT 0 PREVENT COMPACTION OF UNDERLYING SOILS 5. ROUGH GRADE THE SITE. DO NOT USE RETENTION AREA AS TEMPORARY SEDIMENT BASINS. 6. PERFORM ALL OTHER SITE IMPROVEMENTS 3. AEA'AFTERD14URRATON ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED. UNLESS VISON DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA. B. CPLEME T OTHERWISE NOTED. TEMULCH 9. IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES. 11 PLANT AND MULCH RETENTION DEVICE. 11, REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS AD TUATEL' VEGETATED 2 LIMT HEAVY IN THE FILTRATION PACTED AND WATER DDESNT FILTER, CONTRACTORETO SCARIFYI AREA O PROMOTE FILTRATION, RE11 DIED TO AGAIN PRACTICEPIN A, HOURS ORLESS. SEED WITH MN SffD Mlh 33-261 STDRMWATER SDU1 & WEST SEED NnTH MN SEEP MIX 25-141 MESIO GEN€RAL III ��N-IIRAX If - — 1) rvo/I' a RIT ui UNDISTURBED, UNINSITU PAVELBLANKET EXTESIDESINGE OS2F SOIL Dry_ GA HE "rvoc S n FROM PI PE UNDERDRAIN GRAVEL BLANKET —FILTRATION MEO A ONSCOMPOSY 1 11511 DOULBE WASHED STONE OR Yn —R" WASHED RIVER RUN PEA GRAVEL UPPER 12 TOLL 70% HOMOGENOUS ONSITE SAND 307. ORGANIC LEAF COMPOSY 6 DIAMETER PERFORATED UNDERDRAIN � 24 N AER —' —III — III— _ —III OUTLET PIPE, NO SOCK PLACEREF ORESAND FILTRATION FACILITY CROSS-SECTION �.I BLANKET Lo I.BI E.D.F. ELEVATION 05� 6 F EDGE OF BENCH v TOP % BERM B ��;� `✓ Y� KEYIN TOP. BOTTOM, Y, & SIDES OF BLANKET EROSION CONTROL BLANKET FROM 6' MIN. POND BENCH TO POND BENCH. OV W BILIZED ROLO STABILIZED EMERGENCY OVERFLOW DETAIL STAEMERGENRGEN w CY OVERFLOW DETAIL SECTION A -A SECTION E-A S L"N CALAROSA 21 OF 41 ILYMo1.. M111.101111— COTUAGc ,NU—SOrA I r ;1 ---------- F ' P i ------------------- x ;9 L I I I 6 i= a �x � � I ----- e � —r \ ti sww �s .,n t0a 3 isI� 11 1 re / r- t0a--------------- ------------------ 91 — — — / ti\ �r 10 „ to , Y 9a 9] H 0 v 3 — Z 1 n out / _;;, �' � �, �� � s no s/• j� ounor 10 i snz� - z IA L L r - � L i 20 " 5 _ 9 0 q 7. ,98� ® \ BENCH MARK I r . o Et s9 --------TOP Nut of FvoanNr NW F ' d 19 x�:, ZSO OUADRANI OUiLOi E s J � � 193: EL -99652 DF / 4 & TOWER D 6 F. J L -- L o 1921 185 m ' 0 0 l 1 _ zoo , i EPP­ 7.7 wePI$NEERCCYt LENNAR CALAROSAwOVERALL UTILITY PLAN 1-1.101 ,, ,�„ RIM 9999 6O \ o \ BLD:23 8 R M 99 64 \ \ I------------------ I _ - D BLD. 434 1 N INV 9Tfi 49 = 1 - r RBLD &73 - A OOR 16 NV 9T 26 `, _ _J � � - _ 8 PVC SDR 3_5 -INV 9\i. 88 �.Qo � T6 VJ � � I � 51 I ' 71 x SDR 26 �------_---- ) F I 4 92 vi v�v vv v i M. 94 32_J o 72 91 --88 ,---- -6-9-- - MR- � -1--I - -_-----INV 989.35 ' - BLD- 4.28 . -I it-- ------�ia. r-- 74 ---I -�---— --, ' 6 ---51 i i 67 NV'.984.D5� I r IT J \ '4_,,,-" \\ \ \ OUTLOT A B6 66 -i i -- i�--- Tv v 75 __ --- T- 1 L L MN 33 ' 8 PVC SDR 35_ : ies5 -- v � � :�R6M:999.2B� --i r----- --i--- ----i----------�_� s9�o.e 76�� ----55nvve5.31� - 1 r eLD a - - - / i s I I I ev'g e�' 35 34 li 33 F121" FTl 313 8' AR m8 BLD 71 1�AO5 gRIMP998 SDR 35J 1F1 45 NLV 98593 /•/x"35 7 \/ �i ]] \\ II i 64 MH 63`/ w (O 1 z I i'�' n SDR 35 L-- --J L-INV 988.19-- 8 P02> 1 �\�l �r RM:989.12 8" PVC 8PVC 9DR 28 '1 L 6 PVC SDR 35 ] / MH-1s i Lti 'r '^ BLD:20o604, \ \ 79 F - 6 L_ a �_ v v v 81 v vv v - II � I I I I I I I I I I I v� 1 82 v v v v v v --- J 3E 38 li 37 v v v v v 39 4p I - I fi0 v v� Nv;9»s9 I T I ------------ I I I I ��\ �' \ � l 1 \ l V \ � J 1 1� tit 990243 L \ 58 \ \ 59 1 1 _ - N} �:P6�89 �-- --- JI Imo— ---J L— -- J L— � ;, = � \\ \ � 1 \ \ � 1 ,% 35 Ir ----- -' ----L L -- - L L - L / ---- L L L- -L- 1- v 54 vv 55 v ' 56 v v/ vv vR1M::13 , , , vc soR �E .. a- PRO SDR O r INV: 913.17 1 4 w ill 47 II II 45 II 44 II � 43 42 MH-1 o1 vv ' �� r----------1 R MH-103 LD:15.06 3 --- - BLD 127.55-. --J L-- --J L-- -- RIM ^ OO MN95.44 INIRRI.56 1BYD'12 040 )NV:9834---J �yo � r �8" PVC SDR 35 B" PVC SDR 35 IF 2.,. ----_----rJ II6 it II II II / / --- -r� Mn-es5.48 49 5p li li li li li li rl��i _ DLD:lzoo N', 983.62 51 32 53 / OUTI OT F ER s V: I � I I I I I I I I I I I /// BENCH A�HRK �_ _- - - _- _ TOP NUT OF HYDRANT. NW - _ - T - - --- - -1 T- - - - - - l T- - _- - - -1 T- __- - - -- l- \ n / QUADRANT OF Y / 60TH ST. 5. & TOWER DR L----------J T L-------J L------J L-----J L-----J L-----J L------J EL=996.52 o- tr - - - L - 0 25 50 a ss °oa m 1 a m�� i - - - - - - - O - - - - -. - --creaae]LF SCALE 'Ne.J,To PIONEEReneneering w,. 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B" PVC SD 1ML�2 RM.99R 64C RM 991.fi0 ELD:238 - C \NV.9T6.49 '.w BLD:1-4 1 975.76 --A » SDR 26 _ — - CSD 35 1 INV9 1_51 I �J I - 8 PVC SDR 2fi B' Pvc p0 -� i 89 I c-"',----_---_LJ�-_J I � L- �- I ------ w BENCH MARK TOP NUT OF HYDRANT. NW '(� T \, p` `• �i ", � WATERMNN _ - - T r - A lC� �r A---90 � \ 1 1 No IL L RIM:994_22_J ---INV° r-•`-----_--{---� 72 r-� --------i 69 o QUADRANT OF 80TH DT S� & TOWER DR -PPfi.fi2 FL� ��0�1 �i i� `1 92 11'1 1'T TT ' �� =------Nv O �✓ I�� 1 1i� �, 1 �L----- 88 --� `� r----------�--� 'i 73 � - - - --�5� 9RIIM s' o' 68 i � � I PI$NEERmgi-,rin'`,v. �„- 1 ,� _.� 87 -- --�--� -, -___ -- �oRAPE1 T -- w,. PRELIMINARY SANITARY & LENN �R CALAROSA 24 oP 41 �u aR�snnwN�, - WATERMAIN PLAN --� I 70 4 3 4 1 3 z _ mw� 9 z Nv.9s�is Nv,916R1 - o MIT I O a MH 65 69 1 2 1 �i�R35 01 �RLMo12 -RM 990.48 � � NV 938 54 � L-- -- MH -81 1 NN 938.48 �RLo_988206\ i I 2 oJ� <� r �I IeL 98935. I BLD:1426 < < s FIM 99069 3I V:968.76 I� I 68 I \ I-�� e N �Ai\9 BLD: 11.51 d MH 65A RIMM990.05 cTP --J L -- - RIBMD99023 BLD97948 IN V.'93A19 `VJ ��T 9� n n r DR IN-713�UTLO 5 W P 0 67 41 1 o A I 215 �I IIS MH -66 RMM989.40BLD 19,17 ___-� J I ry '1 RIM�991.46 BLD- 0.85 , J I_ ---- - �� e e Ory lV98�5 G 9 LID NV: 9346 NV OUTLOT 97856 ` 4 93 P 213® 66 T I I 8" PVC SDR 3 8" MN 62 1INN 969.68 it l�--i-__-----BLD: 13-L F�6 `Jq INV: 975.31 � I 3 9UTLOT O ;m s ti 210 Vh y I 6MMP4 c� Mp 9B890� 5 5 e° 21193d,3o o p11ao2 OUTLOT QQ alMN 0 32 _ 2 2U9 64BID 06 - _ 8 PVC SDR 35 N j ` o BLD: 8.26 208 T ,F I MH fi3 � _ �NV 93034 Qc m RM 989.2 \ n 1-12 MN 1331 ry C Oj L I� (7 \ g2IN, RJl RIM 0 8 PVC SDR 35 Q' S 63 D rT' � BLD- 12,03 0 -. r oqz . 219 1 \ z z 4 l0 21 (n RM�'989.44 216 �O' RM'988.24 I 1 62 - 1i K✓ INV973 5 t' NV 93353 QQ BLD: 1.99 o Q \ �NV9 I 71 02 9 \207 D c M 1 8' PVC SDR 26 l BLD 200 MH 98 ,,,p VFC r s�R 98918 22ME 2 \ RIM 990.8 H g6" \, QG BLD.14,91 \ v i INV:97759 I m -'BLD 443 _ RIM 8B 95 205 Qc OL�o o D0 NV 97424 w \223 61 Nv:e7i.88 204 2O2 � r� Q d LJ 119 1 �11 eM. eeD. 3 unorNa -1- r . . \ 60 i i I 1 BLD: 3.21 8'PVC SDRT35 \ M9014 e RBLD'. Q _ 1_° NV 936.89 WAiERMA1N 244 x\203 \ �jK �> o PVC OUTLOT T 201 <�JJ RM.9eeas E T 1 BLO'.R,11 �� .. ..' q SOF 35 M NV 97673 \ PVC j 8 VC SDR 35 s 200 MN 43 50 RBLD: 4.63 �cj�R� RM:988.39' INV V:97489 25'+' MN -163 B D I RIM.990.30 NV BIT 12.22 NV:97808\ N 125 8' PVC SDR 35' PVC 35 _ RM 98963 aLD:n 93 186 198 MH 21 NV 93788 G 81H 14" 225 226�� O \ R Be 185 \ 187 0 97 ILD, 13,11 BLD 15. " OUTLOT Nv 9322641o 199 IN 2e 224 I 227 r x �93S 184 c o 96 o� lJ1 � ' Pvc OU T NN`oo OT SOF 8 I RIM:98923 MH -166 I BLD:13.65 -123 m -1 IN V�9755a RIM:989.53 W 229 230 NN 77,02M2 BLD: 11.95 X Z OC 189 1 190 eLo: . 68 n OUTLOT E 1259 o 193 Nv:938.9z 194 p� m _ Uv:93ze i 228', 231 188 91 p 192 195 o _ o 15A ER SSMN 20 `O RM 989 0 OUiLFT 976 B- NV 95 20 RIM 91 61 o CC/l - - ELD 953p62 E% 8' PVC SDR 28 - - -- BLD 2 86 .o0 0 LOT IA 5 NV8 BENCH unRK TO NUi OF Hvp FANi NW OU ADRANT OF &TOWER DR. R M 984 42 RIM :985.21 EX STUB -20A PVC MN ER BLD D.EE 246 NV 963,88 e C 5DR 35 SSOR 35 68 1 957 _ SMH RIM, 9SMH5 0 _ 4 R RIM:939.82 NV97107 INV _..- - - - - 9 5 S H 9.43 BLD: 3.05 .. 6 22 Eh 3 BL 1 .8" PVC SDR 35 - - BLD'12 IN R 13,096 - BLD 2 0= BLD:23.40 \C938.91 BLD:1822 INiX 956.42 RM 9841 ELL -996525. ,L - I _NV _ INV 933.02 NV'. 956.02 / / I may 00 EXE g' PVC SDR. 26 Y « �.o� RMAIN x e WATERMAIN 8" PVC SRR 35_ _ �-- : r ____-__ 0 50 0 i � GRAPHIC SCALE IN FEET � PI$NEERne�n PRELIMINARY SANITARY & LENN �R i�., , �„16101 -N CALAROSA 29 oP 41 �u aRVsnnnlI 5521 - WATERMAIN PLAN F---------------� 129 _P 7 L_ `s MH -B2 130 \ RIeM.0986,12 56 ZZ INVI_F, v / -----_ �s H -a4131 NpG 128 h / �127� - 133 --------- a\ T L i 'i j 115 ,�'� 1 / t 1 R L- s / / 914 IM:990.29 _ i J tBLD: 17 9 y — — NV 972 .9 3 - - T 134 �� I 29 al989------ I i „ P.1200 � 243 I V.97142 � ( C --J 135 —rn r 1-25�/ �-Jr-�-�--__-- ------- - /1 R�IV 973.85 Ii � ------------ 104 105 124----- II137 ��-------=�� `-------- ---------- w -- � s r- - ------------------ / 1 m r �____ I MND 1. R / / \ J 1 1 ---- R 1 103 1 to 1 1D6 --------� z O-iias3-'_123 MH-ai� 138 71 ------ -- - - �° ..-I V6 SDR 26119 / .NVD�97; 4B- ------ -� 0 6 -- 1 122 F---� F ----I F ----I F ----- I I 102 107 ------ �I -- r ----� --i --r i - .f, ---------- BLD:15.38 ---J 12(] L J I wv:92azz ''� 139 Ili 140 li li 141 li 11142 li li 143 li - L_ f i II II II II -e 101 - 121 6 09 240 8� PVC SUJ N /// J NV 96939--BLD"'95 I� B �m ------------ ---- J J 4 8' J _ BN_2 Ir II- 1 Y t NV _-- --- 26, 8 1 BLD 2 20 MIM: 982.80 -- J -- J 989 bfi D:1921 --- - 0(/TLOiM 69.95 --RM 99024-- MN -6 -------- ' — 8.73 � ✓ 8 RIM:990 fiT 4 � I NV 171 r IN D9072 3 -- --- - - MH I - ^ QMH 75 C NWL 92 RM.98'S3-� I 70 J4 3 4 , 2 1 1 = 9 nfi -- 1 PS SDR 35_ 1 1 6 PVL D s 2 4 1 1 2 _ , RIM 9C 54 M neem MH 65 PI$NEEReene •ng NM:912 2 _ 9res4 R BLD:12.00 MN -91 \\ \ V:928.48 ,RIM:988.26� w,. PRELIMINARY SANITARY & LENN �R "'h" "'N„�` - WATERMAIN PLAN O EX_B' WATERMAIN EX. 8” WATERMAIN BENCH MARK ,F — TOP NUT OF HYDRANT, NO r QUADRANT OF EX - 607H ST, S. & TOWER DR. RIM : 97246 EL=996.52 INV '-37 > �, 4 .....o CALAROSA 26 ,, 41 \ � L5 S MN 2251 CBMN-2270 71 ox BL CMN -2132 4Li22Z1 �< 2� CB 2225 \ 1 1 \ L --- ----, 72 NV 83.05 NV:98410-21 M:1000 \ r RM:99/.14 \ \ \ \ \ 90 -- R9 er 92 i L--- 6 / i '� gee/ ---------- I c�MH-2252 I I v:99i v v 1 91 I I /r R s3 \ 1 1 1 88 -- -- - I CB S7 J CB -2223 - (� e9 30 31 v v v v v 1 M:993.63 -____-- --- ---- Iniv:984. 63 68 T-991 VOL 2 1 0.056 11"T " / WE S OR. VOL 4.796 ACTT /1T11 ��\ / \ \ NV:988268� J �/ J 87 r ---- CBMH 938-� \ 1 I STMH X2253 STMH-2205 \ \ J `-�\ \ RM:994.32 I I in / RIM:1001.12 I RIM99302 t2 \ �NV,99R32 41 74 67 I 'IN V:981.60 -------J L-_INV_97 �'\ \ \ \ 7v L------------- o OUTLOT A/ -- 7 75 56 2 NIt _------'- V 984.5 I, I i 2114 35 M�0 1 1 64 Nv 9 8 66 : - 7 / �� OUS 78 i Nv:984.66 _> LPN r vvv cIMH-21131 63 -_ �I D E ` 79 NM:98.8 _ --- ___---J MH0009 H CBMN 2228 m \ \ \ \ \ 1 NV:983.225 1 RIM:99 0 \\ \ \\ \ 80G 998,80 \\ \ \\\ L 1 J INv:994.6o i I� INS, 3 v� v v v 81 v vv v v cB-2r1a . � 62 CBMH-2257 6 1\N \\ 82 INV 98433 I 36 I I I I I I\ RIM:990.35 - \\ -- J rn 37 38 39 ,s I I li I I I I 40 5 L -----J L -----J I RMN-2234 I I I BMH-2233 \ \ L' i '\ \\ \ \ � \ �` 6� F --- CNM'.994.02 CMH -223 LiJ RIM:1 ROD 24 B C /l V � II II IN V:983.48 INV:985 79 \ - -- v:989.5a INv:9a9.11 'v �- v v 3 v vv vv 59 v v 60 vv vv I II I L_ - J p-----------� -- --- 12 v v v1 v vv 57 v v vvv cBnwH 2112 v ->- r -- ---- � 1p I I I I CB 2235 � r-----� r ,I I CBMH 22 STMN 2208 R M 994.07 R M:99247 \ R M: 1,11283 v.99o.m INv:9aa.oa vv INV:9vv 55 vvv v vv vv cennH�zlz CECIL 2265 1 v 54 v v v 1 a RIM: X9889.037 ^ CB 2268 a CIL 223 2 998.73 I �LTT, 1s- 47 46 I I 45 I I 44 I I 43 -_ NV:991.25 CBMH-2209 \- INV: :9898 - IN 82,614 RIM: 989.27 RI M:98997 INVRIN-212 .1 2 \ \ CIM:993.87 N 982 6 V�98387 IL JI IN V:98224 �a n 12. CBMH-2236 RIM: 993.87 H-2238.: ,.. ...... ^ IN V.98975 99905.825-NIP V'92 ---- / r / L r- --� 48 49 50 51 li 52 li 53 li �n i II II II II II I INV 965,27989.27 CBMH-2266 CB -2213 l CBMH-2212 I CBMH-2211 RIM:989.62 NM'.98&85 RM:987_85 RBMH 221. RIM:994.61 L----__- CB -2266 15' IN V990.49 INV:98362 RV: ggq gq NV:98360 CINV:983.31 RIM:994.61 T----_--J------J L --_--J -_----1 L----- L_---_- / IN 12, 12" 15 PRELIMINARY STORM PLAN OUTLOT E ----L--- INV :9X6.21 CALARCOLI OSA IN 0- 9760- V . 0 OUl 600P OU 'LET- 97A HK -980.70 WET VOL 685 S70P VOL -2 468 -601 NV:97fi.00- ­F RI M:98 00 ORF.9 5.50 171 5. BENCH MARKTOP NFL RnN , NW OV ADRAN7UOF 60TH ST. S. & TOWER DR. 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V988.83 �2- NV.98 2 CBMH 2 3 2 66 RIM 98 89 zz _ 12 CB - 262 1 RM 997.14 IN V.978.3E '- NV'988'02' \ NV 995.89 1 L 5 �5 RM: 992.07/ NV959.49 30 CMET. 2fi INV -1,17 � ac's2271 �, zzzs v -----� OG 2� wao / CB \ \ 1 1 T I ----------- � iNl v:9a°o.°30 II II INv.31a,1a � v 92 11 � 91 I F1 RO NV,984,0 21 l r RIM: 993141 1 1 1 9 /I I CB -2223 I �l IM'. 993.63 L---------_ \ \ FIL 9 / C'FT \\�\ V/\\ \IS RIM 9882361 1 IINV 989.03 OUTLET 988.0 056 NWLWE,WE, 51.2 / / 1 1 J 87 I STOR.N ART 4. 96 ACTT \ p�� /\ 10 , , R / s MN zzas \\ \ N _ J -CE-2 2 %/ \ 7 , 51M.,00,.,2 RI 99302 _ TMN 212 _ PI$NEER ,eINV,961 60 u ry,N551211 W PRELIMINARY STORM PLAN IN V98817 - 6 2 1 h l l 1 71 I iL - - - 7� -- 11MH-2132 _ R M'. 9888.000 r I 72 I I I -- -RIM ­87- N 8887N984 87 73 68 I I I ---- J \--- -_--- - 74 NV'983�1 I -- -7 DUTLDT DD 4 1 3 CBMH RIM:9 1 _.. 2_ NV.9 :979.20 = NSI -0 25 50 ]00 77CRAPHIC S 89 BENCH ARKARK 79 11 6 TOP NUT OF HYDRANT, NW sa 1s112su& TOWER DR. CL 9 --- --- LENNMR CALAROSA WNTI 28 01 41 FII B Nm: ra i. i7 8... ou 5 MN 500A _� L CS-212TJ r R NV9&5. T9 5' T o� RM9348 ---RM. 98&8T NV9 9.20 M 2 I r OCS 500 N I 1 INV CEMN 2180 ox �� 3 a� RM:9 7.00 i1 E% c o 7� ,IL R eg OU TLOT �, . F wv 9as'n �`jz.99� \ 96'0 IF-5Nvc9s9sBFNv e,° E Mr" sooB 68 1 1 B o v �, E% FES 6 RIM .9 }, 01 R J --- ---, ( J a NV'9Tz50005 INV 972.87 v NV:96935 - �o FT 6-18. CBMN 2133 r ---- CBMH 2 OT NV 988.14 CBMH-2181 C \ C 561 Y FES 240 RIM 952899 M:988.17 1 N ss --- 5 '4 1wV E1,93 21M:98T 93 21417 INV: 9s9 T6 a o '4 INv:963,411 RM:9B90 _ INv9e3e I itil9ez93 R " 55 _ � 1 1 6- �� 32 N L BMN-552 215 I�- 1 NV:'973.08 NV:973.82 - -----, 1. ''13 OUTLOT F 4,. IN097663 , --- 12- _ I I 1 i i1 66 OUTLOT E T� 2 '� 213 n E53sooFo 6 CB 2135 I , G t yJ ^e v6 ____ SOOOP 212 RM:9ae.5e 5 as 1------------'1 f.(- CB-562 HWL INV'4T3."I2 (ry! RIM :987.BT �� WET VOL 2.992 ACTT DUTLOT D v. z/ 210 ce-sa3 z� sTOR vOL.=692 Ac FT 1 65 - RM:988.03 e / C 1 �. 5/ INV 984.03 CBMN 332 _ _ \/) 8 / ro r 983. eT T 8 T C __����� �1 NM:9fi8. 11 p ml IN1598430 CEMN 5 3IM959 70- �171 51 CBMN 21832 - _ 209\ RM:988.05 NVB985.70 1 I 1 T RIM 98972 �0 R98787IM 64 i 1p cBM OS 2 1 2 Nv 9es s2 .3 _ wv.9eo.26 208 e. ORM.9azss ----� RIM: 988 85 - ,P CBMN-581 A CB 21 / h NV 980.42 r 7 CB 563 OG�Z CBMN-574 - NV.2185 RM:987.35 NV: 964.68 _- A / ti DTi NV:98990 1 1\ NV'. 983.24 I o I 8390 �� CBMH 2113 RM:989.T2 \ \� R M:987.78 I _' CBMN-2109 INV.985.T2 �� N�V.98"I.140 \C ® � ' --- INV 980 T3 ' I 0564 " . 206 216 LF, 1 r VJ fT 62 t - i1 `16` RIINV:M:988.00 �& L 2 CRMH 5 Q pt 8 Q z 3 984.00 e .i.. RM 9ae.00\ Nv 9c01 9c Q TT TT \ "4 \ - - I ' RBM 98942 RIM:988 9 ZOS \ I n' T T 1 NV 98137 UTLDT IN V.'984. 9 CPr584' f \22.3 1 Z 1 1 61 ouTL T 204 z 202 RM 9ea.43 111 60 v .T 2111 1 r a �11 111 HT1 NV.9e�ss- BOUTLOT 7 .203 � �� � � moo T T T S �� �' CBMN 556 220 CBMFti307 INIv"L-eazN F677 5� O1 ��� T ,'6 BMn's76 E M� BMH 2 2 88.95 \ eEi�rN, 987 e BMH 55 48 IM.988. 9 C9 8 40 INV :982.02 _ ( \ NV 983.05 �p o N MH STT / Wo `O \ \a 186 G y 9 R o RIM.988.44 u o v9a1.a�25 eM'9E- IN-8277 �� O 1 8 cB Sae' z" I�� 226 .61 IP IM:988 44' INV:96.Oo z V �` 1 185 71187 G 197 INV 44 OUI0� �- 0 199- 224 1227 � CBMH-STB ,I � 1 9� 0 184 ` 196 1 600P o.1 '` CB-805 OGTLET 976.77 80 _ _ _ a IN V'98 4 HWL o = N INV 983.04 DT D "N -8 xoo �.00 WET VOL 0635 ACTT \ � '. T RIM: 9885.39 � J RIM: 8 04 CBMH-505 � - STOR. VOL: 2.468 A-T12 T 5 NpOTL T W 8 RIM:905.32 ' T � INV '9 9.82 0C INV 9760II \ O' N� CBMN-579 RIM:988 34 8qRIM 5 CB-580 W INV:98420 I S Nv:981.z1 X z INI v:.4'4 229 230 OUTLOT E ° 961600 �, s F,T, CLEANOUT 189 ! 190 p 193 194 1 p � RF 9 5:56 �_ NV=9 3 5 0 x r 228 231 DT..9T3.50 / H Nm973,00 188 191 192 5 `E, 566 rl=s�6- I is O O 195 NO 980.zs I6 CC �IlRM: 977.79 JI _ CBMH-603 3 E.5t 5 T OUTLET=9 8.8 CBMH-602. NV 9RIM 984,37 89.21 <� D� RIM 955,26 NV 980.87 % FES-109 LOU--.9 INV'.981.76 12, 83 96 . 7616 PIM 7621 RIM 267 ° RI FE 113 INV978.21 RM:98z67 � RIM 78L- - - - Nv:9Tzoo _ - EX. 12'- - - INV A, RIM'.984.17 /s.ao s.oP NV 982.92 __ 9� E M 171 09 T / 4� r-EN 2, E% 24a RIM:976.62 �f} / / - E% CBMN-112 . _ 2 2 r RIM:984.78 - - - -- EX FES 51fiBA �� E 1 Nv:969 s +.�, , v:980.04 EX STMN-208 - EX 12` NV 982.9 f RMN 5 RIM: 973.72 - R M:984.59 INV :967.64 / i INV 977.54 GRAPHIC SCALE IN FEET Ex. 1a" / E% aBM �9az3a J BENCH MARK TOP NUT OF HYDRANT. NW / INV:9T6.B0 PI$NEER -.g ' � EF 99652 TOWER 6 =996.52 ,42Z Llllpl-1 w,. LENN �R CALAROSA .� u aGas6. n.IN„ 21 PRELIMINARY STORM PLAN oP NORTH 29 41 �------ �� - �� 129 v NFA 96000 s-30 g� 130 CBM N-2,fi, \ �� / INV:97205 \ INV.93205 _ �\ ' ----- 131 _M: 977 25 N Iv:w24e RinR17R13e z / i cBMN-2114 J1 -1 r _ zq„ _w_v;1'72 RIM:9� 128 ) 132 S / 110 (1EMP POND) OUTLET -973 5 NWL 9 .5 x,29. ( CBMH-2165RIM 977,52 `WET VOL 0.50 AC*FT 1 1 NV:9T3.02 T 1 8 sTOR. Vol=1.47 nCFT I J 1 27 1 1 33 ar i i 114 j l - - - - - CRMH-2,s9, L 1 116TT- =17___ -- ----- ---, 904 02 - 6/06 _ S 200 � INV'.934388' I 1130 - I I 134 I V: R, / 3 -__- 305.00 RIM.936.88 ]TtOM=968.0 - T INC 971 3 / {I ---------- _ SIIRvlv9 oszs. __a� ___ ___ _ _NVNe_io.51 ^�I \��J \\ FAM 9s6oz_______J/i ��� 135 IN-Cl1C)y2" rF wv968.00-36�---30`-_p, 112 RNV --- /^1 ------- ---- -' 12' 12"L 125 __ --- ----- 8 NM�986035/ r- RIM:985.32 RIM:985.32 _ �� I r -2102 / I INV:981.32 � INV:98"I.32 -_, R _ig _ RV�980.3T / \ �--------------J - RRIM95.o4 I 104 ,� i ������ 124 ______ N' '.',32'- I 105 \\ - 3 ql I �_ -__________� �1 `__- __ I I � i 118 RMN-2, sT�� � 137 I _2 111 RIM, 93Nss I 103 T "II I RIi:9n'1RIM, 2 RM wag106 I 978,89 1 INV:933.22 I N �CB-2,68 CB -549 CRMH-548 INV: 93511 I Y -- ------ G --J I 119 I I RIM:980.32� 988,s J RIM 2C _- 110 INV:9Ts.82 NV:984.15'1 - _____ I I I _ �e' � Nv:983.T9___ r --, z' RNM:980.09 ;' II 102 I a I 1D7 I L----CEMN �� � --7 7- cR I--------- ------------ -- ----- a, z6 I -_-_---_- Iii 11 v.9i,61s9 T , I Nv '. I I Wv�93z os CIMH- 1 11 9 2 32 -_ 120 J RI 546 524 r CM"1987.59 RM:9 3.81 J I HOA RIM.T-2 RM"9811941 J INV, 30 ��, 139 140 141 1142 143 Na sfis I II 11 11 II NV 986946 'RIM8989019 101 108 IINV 980.,2 RIM:989.52 01 ,CNV. e\eJ' I 1RMM98C93 J I RM 98259 -- J -- J J CBMH-523 N T_ �- ➢.--INV:98265 NV 902.9/ - -- CBMN-213 NV'980.fi3' - RIM: 938.35 RIM'. 938.82 SNV:936,32 B-2134 v^ o,� V:933.25 5 V934.32 - VH t^ CBMNy21389 CRM x$30"- 2,' 2,T ® % '2 J -2te8 \ NIVN'.82 .03 T 18-V -� RMN-542, » • roo RI 978,35 oaf -�-- INV983.23 1S N �2131N� �I BGG rINV:985.52 CB RM H-2131 0 WOUryp -2 e 18,,00 NV:93290 hao _ 1 . 88.13 _ _-_- NV:982.36 IF --- OUTLOT DD CBMH-2176 J� NV986. L INV: 933.03 \ 39 r " 4 RIM:989.38 12 PFF-544 .4 _ �'F�- -- �- 1 71 ,N CRMH 2 8 3 m 8� 1 NV 952,56 29 , r IN V.95250-2= FEST 521 CRMN 502 Ef h ,I. 3 f Nm9ez,9 /� _ RIM CRIM899043 RMH989.58 1 RIM:989.83 2 - ! N'NL-9T2�- IN 932.502," INV IINV I 70 i J _ -� --- J L 4 3 4 2 4 NV 98239 RIM 171,10 16 CBMH 72 RIM 9 21.32 J CBMH-2106 2 5 18 C J O :936.80 -- NV 98800 r-- N RM.988.88 IB.H-2139 NV,9853fi NV'983.16 -8296 \\\ 2 o 9w 0 BMH 551 0 NV:9. '150-21' �� r ------- INV:93210 d, NV:9 8.49 0 - ," 15 -- �n L--- 69CB-22-J J 2 RIM'. 98239 T OCS 500 �' RIM: 988.87 ,z TV .984.83 < CBMH-2180 3 'rte RIM'. 977.00 73 i i 68 s �� s MN v33 0`� tiyz 9� o� s INV 6a Fx IFFs s 21 0 50 OU/LOTF Nv.9ezn �� �°" �o 'V - FEs-sooE INV: 172 e3 --- -- 4 LZp ��- C-72,50-15 INV:93250 18 24 GRAPHIC SCALE IN FEET o r --- NCBMH 210 i� NV. 98684 CRMN-2181 r \ J FES 570 BENCH MARK CBMH 21133 r <' 3 RIM 989.10 RIIvF588.11 NV 97250 2 _ OP NUT OF NYORANT NW can " INV 9795s 41� I 6` 6 �MF�SB2 214215 Ts E RM"9"7i.3z INV ne -- 6 �I 121 T T \� 93 // � - - s9 _ N0=.983. 8 �1 74 _ a341 I 67 NV:9 93 oua9RAN of PI$NEER ,�---- � i � � � INV 933 G6 I w,. LENN �R CIII. MIMINIC1111- ALAROSA ,� u , MC„ 2, - PRELIMINARY STORM PLAN 30 w 41 61ST STREET SOUTH 970 1111 .. 1111 1111. 1111 1111. .. 1111. 970 ...965. _ P m Q 965... -0150 PI$NEERneering o100 0150 11oo 115o 2100 2150 5100 515o 00 4150 5100 5150 6100 6150 00 50 8100 815o 91oo 1150 101oo 10150 Moo u,D'" STREET PROFILES LENN �R CALAROSA 33 IF 41 PVI E A 015D DEO 991 6O VI KL 60.00 LVG 10.00 �-Fo GRADE STREET H 1015 1010 1005' 1000' 995 990 985 980 975 1015 STREET G 1010 1015 TA PVI EU 15" 74 K 142.86.. PVI 3+1 LVC'. 50.00 1 01 0 SLA PVI ELEV- 989.7 E 4 D k: 34.89 LVo A. PVI: STA 4+72.94 PVI ELEV: 990.46 - K: 360 m.. 995o _. OW P,.. S1A 3+b5.6 LO 0 T, STA, D,L PT STA: 4+6 87 / o LOW PT'. EL EV 99D.Da 2.ows� La PT [LCV. 9f 58 1 005 PRDPDSED GRADE 9 85 m o 980 1000 PVI STA 1165,00 PVI ELEZ2:931.36 -27 PVI STA: 3+94.96 PVI ELEV'.'990. K 32.56.. 97 STA 6 PV ELEV 9911,15 K.. 22.95 HK LVG: H PT: STA: 1+ 46 LVC 70.00 : HI LVC 70:00 N PT. STA: :5+2756 H PT ELWSr 2 NI EX ST NG rcaoumD H PT. STA: 4+0880 H PT ELIV'. 99,Q.81 f}J H PT ELEV 9AQ 91 / 995 _.. _.. _._ 990 PROPOSED 985 980 F wA 975 -"-' -"-" - -"-0+50'- D'+00D+50'-"1'+00 "1+50 2100 2+50" "3+00 -'3+50' 4+00-"- 4+50-"-'5+00 '5+50- 6+D0 6+50-"-7'+00- STREET D STREET E PVI E A 015D DEO 991 6O VI KL 60.00 LVG 10.00 �-Fo GRADE STREET H 1015 1010 1005' 1000' 995 990 985 980 975 1015 1010 1005 TA PVI EU 15" 74 K 142.86.. 1000 LVC'. 50.00 ' m.. 995o _. Nc E - TING GROUND W / 990 2.ows� PRDPDSED GRADE 9 85 m o 980 975 RAVINE PARKWAY SOUTH 1000 p 2p "I3 PVI. +73:59 1000 995Ll: 6+00 6+50 7+00 7+50 8+00 B+50 9+00 P V ELE 52.8688 L— 100.00 2 PN S:A 8+64 PVI ELEV- 16413 PV ELEV 97914 K: 83.22 K 45.24 100DD Lvc 1ao.00'. 995 - 11+00 11+50 12+00 12+50 960 _ _ RAVINE PARKWAY SOUTH LOW PT. STA: -8+&4.13.. STREET V 1000 PK'I. + 1000 1015 LOW PT. ELEV 97743 PVI ELEV 979731.549 K: 45.24 995 Lvc 1o0.o0. 995 990 _.. GaOUNRJ _ _. 990 _._ m _. _ 990 1005 _. 990 985 1005 o sD� —� —� � WEOISTING GROOND ' \\ 985 985 PROPOSED GRAD / '2.499 985 1000 / 980 i PROPOSED GRADE �..�_.. 980 980 / _.. _.. _.. _. _ _. _._ _. _ _./ 975 995 975 PVI STA: 3+00.00 975 970 _ _ _ _N PROPOSED .1ADE _ _ PVI ELEV: 986.50 K: 64.67 HIGH P7 STA 2+3880 HIGH PT ELEV 986.02 970 _ 965 s STA PVI ELEV 002.12 a a PPVI 9983.818 u 965 960 -0+50 0+00 w 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 B+50 9+00 9+50 - 10+00 w 10+50 11+00 11+50 12+00 12+50 960 _ _ RAVINE PARKWAY SOUTH STREET V 1000 PK'I. + 1000 1015 1015 PVI ELEV 979731.549 K: 45.24 995 Lvc 1o0.o0. 995 1010 1010 990 m �'- 117% 990 1005 1005 > a WEOISTING GROOND ' \\ 985 / 985 1000 1000- i PROPOSED GRADE 980 / 980 995 995 975 975 990 PROPOSED .1ADE so 990 > PVI STA: 15+82.18 wPVI a PVI ELEV: 989.22 a s STA PVI ELEV 002.12 a a PPVI 9983.818 u 970 _ .. ,42 vc 1oD.D0 K 26.79 - Lvc .1so oa ELEV K 3444 Lvc 100.00 970 985 W _N _ .. _ .. 985 HIGHPA: 17,5193 HIGH PT ET EV: 991 42 EXISTING GROUND 965 o 965 980 qy >0 o 980 _ 960 960 975 gH 975 _ 11+00 11+50 12+00 12+50 PI$NEERneering 131 Do 13+50 141 DO 14+5D 151 OD 15+50 16+00 16+50 17+00 17+50 1a+oo 181 5D 19+0D 19+5D 20+00 20+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 �,u, - STREET PROFILES LENNAR CALAROSA 38 oP 41 -f�-- -Z W—M LL � PIONEEReneneering LENNAR CALAROSA CITY DETAILS 39 41 Pone _ -f�-- -Z W—M LL � PIONEEReneneering LENNAR CALAROSA CITY DETAILS 39 41 ij m P, �! EISN\ I i' I � l «m v -- r C - - ---------------- Ir I ll I [ -----------.----------- -- — — - - --- - ---- e o PI$NEERneering , ry,N„ T, ww GHOST PLAT FI 11 ,LENN �R - -- - - - - - - - - - - - - - --- - I D- BENCH MARK TOP NUT OF HYDRANT NW QUADRANT OF 60TH ST, 5. & TOWER DR. EL=996.52 CALAROSA 41 oP 41 CALAROSA 4TH ADDITION KNOW ALL PERSONS DI THESE PRESENTS TIVI U S, T.— C.rVK­ , R.I.—A C t,.,, ..— .1 - N—i— --I, IT. c red L',. esu and platted as CAA—A 41H ADNHEN and does 1.111y dints to the pubic LEI pubic use the IIIHA oys nd Ine dro 1 nd ItHity STATE OF MINNESOTA COUNTYOF was ad��odn erose me o� v is a u s Home ...... SURVEYOR'S CERTIFICATE 2. STATE OF MINNESOTA COUNTY OF NV ­ CITY V .111— Cill C. A 111 CHI COUNCIL. Minnesota esota 0 o —re i..... P, HliA o o . za , aid I—, -en - AK -1: 111— VVY., City CAP COUNTY SURVEYOR, Washington County, Minnesota COUNTY AUDITOR/TREASURER, Washington County, Minnesota was q CV -y -to,/rreos — N . v COUNTY RECORDER, Washington County, Minnesota Do��n,e�t N moe� PI$NEEI � PA CALAROSA 4TH ADDITION Cn L_ n V V T 1V 124.58 \ T> \ o R=270.00 _ _ — — — -- — — . — — — - C p=28°26'13" C8=569°16'22"E R=1030.00 589°10'11"E 88.25 _ 7 s01 IS 0 6 M Q �� A A I�T n� A zs.Do s IDame vUJB 1,,hF ao eet CT nL , 6 F I r v (5 o 2 5 0 1 6 o ° 6 ml o w w 5 3 4 2 2 O 2 5 0 r 4 4 3 4 C] � O C] 3 C] ~ CJ F rasa 1 3 07°15'196."8E1:', OU TLTOT AD 0EA� s s. JSEOUTLOT F s psasgaE aa5 jO o l u) D 2 4 SHEET 3 OF 3 SHEETS CJ I o0 3 4 Dpi L] j S0, �\ V OUTLOT J P 0. 2 6 OUTLOT H G'1 3 5 O J0 \ <> A S. 4 S v4 OF E ,e 9 3j 41 3 65 o �> 4 ycP S>533,531 Ory 0 JLJ / 95.02 V1, Q1 r JjS (/I a � 00 �P 5' •E� `�' �m A q n 353. _ Hs THETHE ORIENTATION OF THIS REARING SYSTEM IS RASED ON G7 \ A SEAR NG OF NORTH 004549HWEH QUARTER OF SECTION Esc} IS ASSUMED 0 HAVE y. g n ST s [c0 11 X41 OO DENOTES FOUND WASHINGTON CNTST IRON MU `) \ O DENOTES 1/2 INCH RV 14 INCH IRON PIPE MONUMENT SET ANO MARKED BY LICENSE NUMBER -T� \ \ 422990, OR WILL BE SET IN ACCORDANCE WITH MS \ \ SECT DENOTE FOUNB NUMBER 42299 UNLESS OTHERWISE NOTEDEN SECTION 4, TWA. 27, FEE. 21 \ Lo OT TOOSC MAP v v PIONEER 11CC71 P.A. a Bo12 CIi� ,2RR IN ,20 13`41 Al ` 4 o ;L 3 SECTION 4. TWP. 27, L"CaAT"'N MAP NOTE: PER LIFE INI 11 LIT' NT OVER B, Q B, E. F, A H AND H RCE, 21 ALL of GDTLOT A THEORIENTATION OF THIS BEARING SYSTEM IS BASED ON THEWEST LINE OF THE NORTHWEST QUARTER OF SECTION OWNSH IF2T. RANGE o 21,4 WHICH IS ASSUMED TO HAVE 4. 6 E 9" EPAT NOFTH DENOTES FOUND WASHINGTON COUNTY CAST IRON O DENOTES 1/2 INCH BY 14 INCH IRON PIPE MONUMENT SET AND MARKED BY LICENSE NUMBER 42299. OR WILL BE SET IN ACCORDANCE WITH MS SECTION 505021, SUED. 10. • DENOTES FOUND 1/2 INCH MARK E NOTED IRON MONUMENT42299 UNLESSOTHERWISE CALAROSA 4TH ADDITION INSET A a�? A SPECS IS4A;a�'SH A A/ «04 Bo12 TLI4a ,2RR 6^1 ,20 13`41 Al 5 4 3 ,zoG" 1 11 9a 3� OUTLOT H / FOA s 9 OUTLOT s�A b sI � 5 /\ h 21 OUTLOT J \^ \ / 4 — � �3'E ogsosw' ,, 2 pp6 Fl",� lo,"f0_ h% / �OUTLOT ECS a,9„W A,�C,�o.TO 3 / v IS M n LP I a ».E // �S A s, A TA i°A 0G� OUTLOT D i 5 Bo12 ,4G IS 4 — 11z2o 1211PS ,20 13`41 Al 12I o =RE I ».E // �S A s, A TA i°A 0G� OUTLOT D i 5 S 4A OUTLOT 1.C 0, ---- — 64 — aa,— — 1� WR° 0 IP I LN ,So/T I^ I SO 'moo ,4G ,100 42 OF 11z2o 1211PS E2 3 / s �L 5 �'`91 Ay k�bti S 4A OUTLOT 1.C 0, ---- — 64 — aa,— — 1� WR° 0 IP I LN ,So/T 3250 ,4G ,100 42 OF 11z2o 1211PS E2 4 r N� s8 4 3 \mm11 �� 2 JL —,2a OVjLOTRB oo° OUTAsew” — �� h v 1s^n 4 T 1„s 1b�5 18.08.47” 167.86 R=530.00 N07'15'16"E 0�6�32 Z4 39.61 PIONEEI CALAROSA 4TH ADDITION s4o A, 0 d o v s4o � ,° �:: n ,e s� 5+ O � 8 o 3 4 °2 5� o n saa 3 3 4 l2. �94o n All 1940 8 OUTLOT D +�e s OUTLOT F ,° 2 5 ¢ „ses n T5° sr ,40es 4 `- ,a ssm sF3 s,A 11 m OUTLOT J 1 -l" OUTLOT H 3 5 s �� O z 6 6 5 s4o s 4 ,e K1. 11 AREA SUMMARY BLOCK 1 = 10,716 SF. 0.2460 AC BLOCK 2 = 10,716 SF. 0.2460 AC BLOCK 3 = 10,716 SF. 0.2460 AC BLOCK 4 = 10,716 SF. 0.2460 AC. BLOCK 5 = 10.716 SF. 0.2460 AC, BLOCK 6 = 10,716 SF. 0.2460 AC TOTALLOT AREA = 64,296 SF. 1.4760 AC 4� TOTAL OUTLOT AREA = 133,867 SF. 3.0732 AC. e TOTAL AREA = 0 SF. 0 AC, TOTAL AREA = 198,163 SF. 4.5492 AC. 1 m Feet AREA 4o Feet PI$NEER,.o.efing, P.A. CALAROSA 2ND ,3RD & 4TH ADDITION GRADING & EROSION CONTROL PLAN COTTAGE GROVE, MINNESOTA WOODBURY =- OJMra II] -71 o i 0 2ND ADDITION / IACATION MAP W 1 / GRAPHIC SCAM IN FEET 3RD ADDITION oe J SHEET INDEX G1.01. COVER SHEET G1.02. LEGEND SHEET G2.00. OVERALL GRADING PLAN G2.01-2.04. GRADING PLAN i 3RD ADDITION o 4TH ADDITION G3.01. EROSION CONTROL PLAN G4.01. SEEDING PLAN G5.01-5.04. GRADING DETAILS M L1-2. LANDSCAPE PLAN T1. TREE PRESERVATION PLAN NOTE: PHASE 1 & 2 TO BE GRADED WITH 2ND ADDITION. — BENCH MARK OP OF NOT HYDRANT -__-- -- Nw ouAURAN of PI$NEER ILEA — 12 �"�" _ COVER SHEET LENN AR CALAROSA 2ND & 3RD ADDITION 1,01 0 13 11 TOPOGRAPHIC SYMBOLS A CnoN '.W.' LL O oR sioRr+ O oLE 0 � METER o O. T � ® oND uoau POINT e 4 yp CONSERNA,ION POST (� DEa0000s TREE .". ROuS TREE � SHRVe / eVSH EROSION & SEDIMENT CONTROL ••••• u u u u � � -��������} STANDARD EROSION CONTROL TREE FENCE AT encK of cuaB TEMPGRARv DIVERSION DITCH l®� camH BACK WEST PROTECTION ROLLS ® ROCKWBf RM -)) SD MPED RIP RAP PERMANENT EN FACT •--� GRAVEL CONSTRUCTION ENTRANCE ..-�� TEMPORARY OUTLET FLOATING SKIMMER BASIN ACCESS e% SLOPE MA%. �III� STABILIZED EMERGENCY OVERFLOW EP SLOPE },T H (33.3 OR STEEPS R�GR ADE CURB LEGEND 0815 OBIS T,O. - 1, OF" OB.32 T.0. NST �q T462P TOP OF CURB ELEVATION FOR SURMOUNTABLE CURB = TOP OF CURB ELEVATION FOR RMOUNT LE CURB (TIP OUT CUTTER) FDR BBIO CURB 'TION - FOR B618 CURBLEVATION ( POUT GUTTER) = BITUMINOUS ELEVATION BACKFILL MATERIAL PERMANENT WET BASIN SEEDING MNDOT CATEGORv PER PLAN ilii l ii l ii lii l ii'I UPLAND/NATURAL AREA SEEDING TOPOGRAPHIC SYMBOLS A CnoN '.W.' LL O oR sioRr+ O oLE 0 � METER o O. T � ® oND uoau POINT e 4 yp CONSERNA,ION POST (� DEa0000s TREE .". ROuS TREE � SHRVe / eVSH EROSION & SEDIMENT CONTROL ••••• u u u u � � -��������} STANDARD EROSION CONTROL TREE FENCE AT encK of cuaB TEMPGRARv DIVERSION DITCH l®� camH BACK WEST PROTECTION ROLLS ® ROCKWBf RM -)) SD MPED RIP RAP PERMANENT EN FACT •--� GRAVEL CONSTRUCTION ENTRANCE ..-�� TEMPORARY OUTLET FLOATING SKIMMER BASIN ACCESS e% SLOPE MA%. �III� STABILIZED EMERGENCY OVERFLOW EP SLOPE },T H (33.3 OR STEEPS R�GR ADE CURB LEGEND 0815 OBIS T,O. - 1, OF" OB.32 T.0. NST �q T462P TOP OF CURB ELEVATION FOR SURMOUNTABLE CURB = TOP OF CURB ELEVATION FOR RMOUNT LE CURB (TIP OUT CUTTER) FDR BBIO CURB 'TION - FOR B618 CURBLEVATION ( POUT GUTTER) = BITUMINOUS ELEVATION ABBREVIATIONS A ALGEBRAIC DIFFERENCE B-B BACK TO BACK FLAIEN ENI BV BUTTERFLY VALVE STE BASE FLOOD ELEVATION IAN TAII BMP BIEVINE f ST MANAGEMENT PRACTICEUP ERIC ILL CB CATCURASIN CBMH CATCHBASIN MANHOLE MON FAIR PC CMP CORRUGATED METAL PIPE ITS ECO CUE AN OUT ED =1 HIL ETHER THAN IAN17AIY IT Up AN 7A AM DIP DUCTILE IRON PIPE DT DRAIN TILE EL/ELEV ELEVATION PILE ED EAEVA7c FES FLARED END SECTION 71INIF AM,, AR, FME FORCF A"EM AIN ACE ELE NA7UR AL GB GRADE BREAK AND ORou NO WMAPH.REHV OR VOALVE IH DANT RE HID IT HIGH WATER LEVEL ­7 IRAN NV INVERT K CURVE COEFFICIENT 'K PAT LO LOWEST OPENING LP LIOUID PETROLEUM FFA`GE ­E LP Low POINT ­7 FILE H MANHOLE RE MA LGEN PCPCC POINT OF COMPOUNDS CU RVATU Rf PI POINT OF INTERSECTION A ­LARD R PROPERTY LINE DISCAPTION PRC POINT OF REVERSE CURVATURE PVI POINT PAR POINT OF TANGENCY PVC POLYVINYL CHLVESTORIDCALE PIPENO A URE PVI POINT OF VERTICAL INTERSECTION E DIE OF B CIA R RADIUS YELLOSS PA=N NT A"I R RAAGO BE MBLER FOOIE DA CRETE PIPE SSW, SANITARY SEWER STA STATION STRM STORM SEWER SWPPP STORM WATER POLLUTION PROTECTION PLAN I NH Top WM WATER MAN N/D WALKOUTBITTER 'FEE L UP - - - - - - - - - - - SECONDARY ElOAWN CONTROL FENCE LOT INFORMATION EROSION L„PIllL sERTIDN Not TD �rT onuT RE -----__ eT EA ELEVATION IND BLOCK NO. BIG E NATION T LET NO. OFER a oR _Lo . La = FIN A�KAII VT ANT R S u TDIEW AT ON WE -- �� -- AD-SIDE WALKOUT K OUTLPAKAITAA'A`E EDSET BACK L STREET PIONEERme u , .... T, �” 0"�" LEGEND LENN AR CALAROSA 2ND & 3RD ADDITION GLOP IF 13 COCIAGICHILA LEGEND UTILITY LINES EX SOT NG PRO�SED FU®RE SANITARY MANHOLE R (SA PLANE) SANITARY SEWER (STORM SEWER PLANS)IN Fu FORCE MAIN HYDRANT GATE VALVE p � � RUDU CSR Yr RB TOP - -I I- WATERM AIN (SANITARY & WATERM AIN PLANS) -1 I I I I WATf RMA IN (STORM SEWER PLANS) � ® � CATCH BASIN ® ® ® BEERIVE O • ® STORM MANHOLE p ® ® FLARED END SECTION ® ® ® coNTROL si,uciuRE -->r-- > STORM SEWER (SANITARY & WATERM AIN PLANS) ER (STORM SEWER PLANS) cuLVERT --------------------- —PERF PERF —PERF PERF PERFORATED DRaIvnLE ------- ---- —DT—DT— DT DT soup DRAINnLE SERVICE caswc e e e e e e UNDERGROUND ELECTRIC LINE UNDERGROUND FIBER OPTIC LINE s s s s s s UNDERGROUND GAS PIPELINE uNDERcaouND PETROLEUM uNESwE UNDERGROUND TELEVISION LINE on on on on OVERHEAD UTILITY LINES SITE LINES BU STYOLf CURB &-UTTER UTTER RIBBON CURB & GUTTER NG (SINGLE/DOUBLE) WHITE PAVEMENT STRIPING (SINGLE/DOUBLE) PHASE LINE - - - CENTERLINE 2 CONTOUR LINE ----so:�_ - 10' CONTOUR LINE ______________________ ounE�-se�.n anE�-se�.o BASIN OUTLET LINE --- - -- --- -- BASIN HIGN WATER LINE PROPoseD saoT ELEVATION i i y fMERGENcr OVERFLOW DRAINAGE FLOW ARROW - -- -- --- - -- -- - - - - DELINEATED /PROPOSED WETLAND LINE WETLAND BUFFER Te un TEMn FEMA FLOODPLAIN BOUNDARY ______________________ a RETAINING WALL z FENCE (BARBED WIR EJ CE (CHAIN LINK) [] [] [] [] [] [] FENCE (WOOD) p � coNSERvnnoN AREA SIGN ¢ T WETLAND BUFFER SIGN W TYPE III BARRICADE LIG T POLE PEDESTRIAN NRA P SURVEY LINES E%ST NG PROPOSED FUTURE DESCRIPTION BOUNDARY RIGHT OF WAY LOT LINE ----------- ----------- - -- - - -- EASEMENT -- -- -- SECTION LINE E Q Q Q RESTRICTED ACCESS HATCH PATTERNS DGRAVEL SURFACE D WETLAND DBITUMINOUS SURFACE � WETLAND UPLAND BUFFER OCONCRETE SURFACE � WETLAND MI TICATION RIP RAP O PERMANENT TURF RESTORATION DSELECT \ ��� •v` ��3 vv o zz s1 + to 1 � / �L;,'�� % zoo I ��,.la /'g i I /� 1 —__ VIL CORNER_ BO0 ' LL O 1 15 5'OF 72.5 \\ T 3RD / FRONT SETBACK: 25 LIVING SPACE, 25: GARAGE REAR YARD SETBACK: 35 •••�' fin• 11 a — -- SDE YARD SETBA75 INTERIOR, 15 STREET CORNER 5DE YARD SETBACCK K TO 657H ST 20 STREET CORNER • f��'-' \ R OUTL T / I J / auAD TOONHOMES LOT REDu R MENTs �� CIAO HOME LOTS _ �FRONT SETBACK 0 PRIVATE DR VE CURB. 15 LIVING SPACE / / n )� 10 1 v1 J / '' to 1 121 / i ou1o3 vs \ \1 \I. POND ADJECEN LOTS •� V \ \ \ LOH\NL + 3TSLOCAL LOISPOIN' \\ LOW OPENNG. Lo (T'OP P NGJ CE IT— v / 3 � \ -1S // 3 T —�\ GRAPHIC SCALE IN FEET \ 4 � AI �ouTLoj e3 � I / f S ORM BASN BOOP J un � ` ' v z lk „v / � I _III II ,� o 1I�I1 I: i -- 56. \ _ D / X11 % i SNI 1 12 �;� V S I 1 2 / I E; - as PIONEER •� _, OVERALL GRADING PLAN 0. \ ��� •v` ��3 vv o zz s1 + to 1 � / �L;,'�� % zoo I ��,.la /'g i I /� 1 —__ VIL CORNER_ BO0 ' LL O 1 15 5'OF 72.5 t 3RD / FRONT SETBACK: 25 LIVING SPACE, 25: GARAGE REAR YARD SETBACK: 35 •••�' fin• 11 a — -- SDE YARD SETBA75 INTERIOR, 15 STREET CORNER 5DE YARD SETBACCK K TO 657H ST 20 STREET CORNER • f��'-' \ R OUTL T / I J / auAD TOONHOMES LOT REDu R MENTs �� CIAO HOME LOTS _ �FRONT SETBACK 0 PRIVATE DR VE CURB. 15 LIVING SPACE / / n 25 GARAGE SDE YARD SETBACK: 15 1 v1 J / '' to 1 121 / i ou1o3 vs \ \1 \I. POND ADJECEN LOTS s 1b I� 1 \ \ LOW oPENN LO EOF 2' ` I\ G \ \ \ LOH\NL + 3TSLOCAL LOISPOIN' \\ LOW OPENNG. Lo (T'OP P NGJ IT— / 3 1 D 60 100 200 — —�\ GRAPHIC SCALE IN FEET \ 4 'LE HNAR CALAROSA 2ND & 3RD ADDITION G2.00 >P 13 AI �ouTLoj I 1 f � T F'S 1 F L p1 � I / f S ORM BASN BOOP J un � ` ' v z lk „v / � I _III II ,� o y \ 3RD ADDITION a i 56. \ _ D / X11 % i SNI 1 12 V S I 1 4 / I E; as PIONEER •� _, OVERALL GRADING PLAN \ I,E IW 1 SINGLE FAMILY &VILLA TOWNNOME LOT REOU REMENTS LOT WIOTH. SF INTERIOR —__ VIL CORNER_ BO0 ' LL O 1 15 5'OF 72.5 VILLA CORNER, 625 FRONT SETBACK: 25 LIVING SPACE, 25: GARAGE REAR YARD SETBACK: 35 •••�' fin• 11 a — -- SDE YARD SETBA75 INTERIOR, 15 STREET CORNER 5DE YARD SETBACCK K TO 657H ST 20 STREET CORNER • f��'-' \ R OUTL T / I J / auAD TOONHOMES LOT REDu R MENTs �� CIAO HOME LOTS _ �FRONT SETBACK 0 PRIVATE DR VE CURB. 15 LIVING SPACE / / n 25 GARAGE SDE YARD SETBACK: 15 PU BLc s RE 25 SETBACK TO E95 H STREET S. 35 0, 1v�� vv STRUCTURE- T uRE,s \ \ 0 �_ \ \1 \I. POND ADJECEN LOTS A A,\ \ \ LOW oPENN LO EOF 2' ` I\ G \ \ \ LOH\NL + 3TSLOCAL LOISPOIN' \\ LOW OPENNG. Lo (T'OP P NGJ IT— ao-sE14 f{ f a-- D 60 100 200 — —�\ GRAPHIC SCALE IN FEET BENCH MARK --� OP OF NOT HYDRANT \ 0y�a ca NW OIADRSN OF —AT -14 'LE HNAR CALAROSA 2ND & 3RD ADDITION G2.00 >P 13 � — —— 13 820 � � 80.4 �.3 _ 1 5 9s 84 / r• r• • G / ,.� / S �' ,�.• f/ J � X45 i -. / 775.. �oe ,n 13 72.9 7 x T5 .•3 E° fi X75 _ , ----------� T — sltf ., ,gr 3a9/ ry F-��- X74 •... � �— 7e � f ° E 0 1 2 �_�0 y Sao E —__ baa I .� OF,�� TI .1 iez 1 1 -- xsaa f. n •1 UTLOT I SGS I IE.a.F. 77 11 k -IN 7wm 9b. 0. .� 6fo as.a j� a a � , ss 771 78. '4 7.0 3 - x/8.5 - T /� 5 x --_ 8 o / � E.O.F. , 8 - r / O 12 9 Iv m - 1 - 1 3 1 I 1 I 988 5 1 986 8➢ I 98 .6 7 989.4 9 1 8 � � � I � - , 988 � r / - m _ � m I mo Y � LC -989.9 I L0=989.0 I LC=987.3 I L0=985.1 I �✓ \ LF=9863 1 HOA AMENITY N 0 �m rye8 o \� L_--- O a� : SOG SOG SOG SOG 1" 987.2 1 33 � 1 1.8� I � J I of 1`� II I --g 3 0.4 00 1 � O' I 98984 91 IGF988.5G I ILF 9683 IGF9846.1 .. N s — �� e5.5 aas .60% as3 es4 503 Oso0 087 0E GAO -:c5 5o.G G 36Y 1,1 11_14 a ooY s Dog 9o.i ea5 `lsa � ���♦ �--- -----� w � � 4 I - F*—�eu LD NC REou REMENTs PO W OPEN N Io EOF z ONO m _ c LD HwL + 3 L LOCAL LOWPONTS (TEMP PO Nc) F LTRAT ON EL 972.50 LOW OPEN NG'. LO fOF FORMING) ^mom g 2 1 T OOTLET 97340 HwL ,7G 95 WET VOL 2.992 ACTT TOP POLL ECB AC"FT o zfi 60 ]oo I sa\ w m N z`tT6`9'S09 e. ee �\ 15O m H.P. 5 q9 �� y GRAPHIC SCALE IN FEET 99� 'T 1 � S� ~ � / OL (7 m T B mo -`O1' g BENCH MARKa' 96 OP OF NOT HYDRANT d ��j- o - _,.F Nw ounDRnNT oFwFR OR_ PI$NEERne�,� Dz - �" �"�" _ , GRADING PLAN LENN �R CALAROSA 2ND & 3RD ADDITION G2.01 F X13 SEE SFol 6o�/sR«a �� v. K r s oRM eASN sooP. 2 A � m \ �' Wf VOL 2.992 ACTT m 6 0 r 9�T O \ S OR. VOL 6.626 ACTT ssiz.00� o9T e w mE T o.F 4% I 15 o m P I P 98� I I 21 m 14 o mw Ev 99zT- 6 0� , AAs FEE,m 8&, ♦ a a i i 5 90.3 ---- M, 9 jl.' F­, 1 f�e•ae Z O 4� o eT3 --- �. � � zc 90 9z oso9_ P'�7�7L - " 2 � �•�. � � c9 w I �6s m _ m 8 �6 m ,oF m112 o m� a j 0 0 0. 3 C __ o ! 6 4 aa.2 e e ------- 3 �qo r� 9o.el♦ I--spa-`s,,i, ---�-s� v993o �4i �q. �`e-. `� 902 79 oa 03� � o _ T T ,G9 a v v v �-- 2%- m� ' � � 6 4 � 6 5 i � � A^• 's � m0 Y 3 a4 0 9932 0 GS w S 7 9a P s3.5� 3 T Lo 0945 I 4 �� T 936 T T Sig 5TT I LF s�� T T90. (� v 908 91% s 90.8 T �So T TvF-9 •� ouTJL:oT.m�F, 3 9350 \LF,g3Ge3 T\ � 39 Y x'90.5 0 a L '\ 0� W 0 s% �� a9 9 / e s r u o d � � 4 LEV — 0 TLOT C 0.60 w®.0 a8T.2 TL 0 T / I 'o, ;;Irz . � r Y a 03`e ss.6a e 8s>'G 9 635 y s° £ I // \1• o.b F SLORM 11 980.12 Z 1 TCC_ET VOL 0.685 AC J 2 3 LEV BII LU NG REOU REMENTS: a4. S STOP, A46 A F LEV 9 LEV �+ 11 4 4 W OPEN N3IN3o 6 EYE 1 8 CAL LOWPOINT MP PON91 87.8 E.aE. s (TE Nc7 v a 85.9 -------8. 82 3 �1s --�-------------Ae3.rrz ' t.8-: UT,, T6. - I � .. 0 ~ 0.6 e "00 0 LOW OPENING LO = fOF + , 65.4 06.6 I• �' e.r 899 89 T O 6830J'i 820 .,e • .. .. 91.3 ,f STR� .—. —. ..T. �. .. ... .. — E.O.F. —. - _ _ - —_ 0 25 50 ]00 •�'. � ��rµ ..-' ..�. H.P. a s.oa GRAPHIC SCALE IN FEET — A BENCH MARKHYDRANT oP of NU PI E Ro oH�R NOF —7 � TO-1 11 �� - ' - ter— t � ��� Z�� l LETT,s ELI nekri / �� �� /� / �' - ✓ a �� ww _ , GRADING PLAN LENN �R CALAROSA 2ND & 3RD ADDITION G2.0� > 113 �_._ __r..3 / OF Ll r. v --- LF / .•� 93.3 r�T.r. 99.6 I � ( �� �/ � l � l / � / // I• /-r -` ••.\\ 5b` 29 w L. 5 E.OF __ m ) -- _ i m 0 - �1 n ------------- T OUTLOT I m ------------------ / o �r t �•T • - \ ---- 7 E m o u r 1 xo. I0 i _ 85.8 N J]C-�— /�� x- — _ --- --- — FLiRAT ON EL 96800 OUTLET 9fi8 50 — NWL-93233/ WET VOL. 8.854 ON o _20.223 4G ET OUTLOT F X12 I- ' EO.F� — 5 V\ m11 .\ O 0 W n e g m $ \ ^ \ Wii r{ (J o 9es s 10 0 / •l — - n 1 a9-9 1 1 _ _ AMENITY i� E / •� e i / 2 teary a' `a •�\ 64 1\F 99ig3 9s, _ L NO 9a T L.L S LOWOPEN NO N L00 NWL+3 8 S (TEMP P NG) i 1 o �LOCWL ENING NT O1' 9s. _�0.3. 5% 5 Zssq 9 �-E-0.�j* r LOW OPENING LO EOF. , o ze eo goo ��`� 91.1 •-o.� 3 �e �� �F,iamz v99 Is 9yg92 's o ---_ L GRAPHIC SCALE IN FEET `OT BENCH 996 RK P C 11 T_9 w �� --- sh �x _ OP of Nu HYPPAN F�I$I EER sw�LE 12 , R 1110 a -� ° - m� r DoE �0osAONSN OF SEE FEET G2.04 p o u , ti,N„ �, �" �"�" _ , GRADING PLAN LENN �R CALAROSA 2ND & 3RD ADDITION G-2.031, 1.111 13 U � ��"r✓/ ��dk �, > � t obSEE SIT El OF 03 i '9¢a �°' s� ���5� sa. �,s,3 L/=9 9 � _" J o rn e Sys �T �- / 10T WETLAND 2 0 \ OUT ✓ " iz \ , 99aT Y 7 8 z V LET 988.1 R eWL 99 �I �\ m 15 0 -T 21EEh 41 LOOP I9ms laooe v D 2 v ey°a``� 3 3 ��'12 , -CO, La=loozD Lo=lom.a v S� v o No o. 1 - ' 3 r azz�l m.� I R I I R R v�iooGa v e9.e , aFlf I 1 I I / �F=994.7 LF=994.2 I I TF -993.5 F / E. AC s / ' N° 002 � c I 1 c 1ooz2 oas I c Som I c 1oao.e E F '✓ 24 � 1 °' � 11 o i x'10 S � 999\ \ O 3 \ I - E.aF�"�F= s MI '4 �.y V LF 995.8 LF -EG 4.7 I. LF 994.0 I LF 9937 I LF 992899 I LF� 9921 1 \ 28 I \ \ \ 30 \\ � mq L0=1064.1 LO=1 03.2 LO=1002.5 100 6 1002.7 1 1002.0 LL 100"1.3 L0=1000 \ q95 \ \ p �� g93p \.0` \ (/l ISN 1001.7 '1000.8 \ 93- O iD N 94a9 r E9 o a I \� g9sg=.92 91�a s eas - __ __= �✓ - m� __ v ��' v 3 v, 0 vLF i �\ Ali/ T I I OUTLO� IB I I + `2 v �996avv � v S� v`Fe93a�v g�4_I L0�1000.5 LO= 995 1 L0=998.9 L0=998.6 .LP -71 L -997.6 \ 1 SSG f�gg44 1 .o 0.2 2 4 li ( 5 li g g R 916.6 R v96a v sw � es R I I R I I R I I I � VP 5 �LF39-0. / 9LF 98A4 1 LF -909_1 9611 � T 996 g� 000%/ �\ 1 11 Iry i p 999.0 1 G 998.4 1 i 'u. X98.1 i 11 G 997.4 i i G 997.1 T 95.4 % 93a a I - V m m m n-+ I I EN AVENU 0 TH N 9 974 �.00 629 s 551 s4 O8 sn -�� \� �qg4 s.a 9G.6`g836 \ J i *,-D- T T A �\ s � L�999is li I °F=9,1.1 LE'99'oe li i �F=999.1 1 1 LFs9ass 1 12 F=9'e.2 \ \� SO 'k - - - os , e 3 � I I I I �� � / � Ru LD Nc REou REMENTs \ � � A I TO \� \� 1 m T, I 1 99490 5 L g=994.1 L0=993.6 1 L0-993 LC=9928 93. 993.1 1 vR nU � $' 11 LO=9 2.2 11 / / `9 FOND 85," LOW OPENING�N LOL6� EO IT + 3 1 \u l 1 1 1 1 1 992fi 1 1 92. 99: 1\ % 1 ` NTS (TEMP Po 0 NG) E.0 0 m N 91.8 90.8 E.O.F_ J ... ..... ......... 89 8 / L_ _ 87.8 86.6 � • • � • • 85.9 a L6 85.4 LOW OPENING LO fOF + 1 931 ----------- - - - 0. - --------`� 1. �0 �ar t GRAPHIC SCALE BENCH MARK HYDRANTTOP OF NOT NW OUADRANOF 9e ELEV52 113 u , , �" �"�" .5 _ , "`` GRADING PLAN LENN �R CALAROSA 2ND & 3RD ADDITION G2.04 >P am _ } i E` 1 r � C n I \ - i T / 1 � 1 l IF- FillI r > s I L i 1 r '� ALI.ASN P9a� A\ „ vl � �A,v � � ��,� "3RD ADDITION �,� — - � - 1 c � � � � LEGEND �� ���� r , •�`� � g i1 ! �"° 11 11 ESIN INLET "A11111C, nsTAu eEF" sTneT aF ceAo nc nGUT. AFTER sT FT GF uTUM ............... tis'AL aEIUAE AT<u. uF uAA NC (®; ano �TAF BE IN WITH CATCH esti uu<,E �11111�111 nsTnl� nETEa �ocnl cnc cor+P�ETE SAFE T OF GRADING COMPLETION OR BEFORE HN'HanEALL EAEnT wHicHEVEH is FiasT 1 1 TI �: 1 1 OUTpOT Al ; I I t2� T Pare `N- COMPLETION OF GRADING. AFTER DEEPER y uj ,.G sE H CCnsTHUCTEG TTT l �I T IT HT A Hi 1 i I 1 il� rr' TF T T C 1 1 I CUTUOT 1 - CCMVLET on of sFAREu TA Ton DISCHARGE LOCATION L11 L 1 --- f ® Asn ACCECs Oa CEOPE nA,. TEMPOHAHI OHAnAOE DITCH T TAI � 1 3 + I THN IT — 9 A _ ` i L 11 �T \ ` ...... P T mrEnECT on To n suHFaCE wnTEH. cOMPLETW THINGn 7 RAYS OF GHAo nG ET. AF aw AIE i °� rf L —�_ ® E'_ z l01 TC a �� ° �'• i` 1 FILTRATION AREA c,wE OET<u r7GE71 MNNIDTOTLL s COMPLETONSA HAN 'DO nG AN H,. �,-�,.TT y -ou TTof % i�1I I�I111 �� LO CITV11 1 �� T - li it n 1 11 �Pil� ` / 1• ' ''I - 3RD ADDITION a 1t�: T TT p �TT�_ � Ilii �j II �- s o`knn easN so" uT 1 r � -� T\ IC✓ z � � a T � �T 1 I li�l g%111 � , TI II /11 1 �1 1 Z� 1L � ��\ 3. d, 0 60 ]00 200 � t71F, GRAPHIC SCALE IN FEET v'yr++71�� �. aoNo aG.iFCFNT LOTS: r i i ;III I — �' � .,_ , LCW 0PEN Nc TO - OF + 2' BENCH MARK 2 i 1 I 1 2 \ / - LO HOF + 3 TOP OF NU N GRAN TA\ 4 S� 5 (TETOPMAI 11 PONDING)P NGJ NW OUADRSN OF PI$NEER `:, LGW CPENNC LC STCII 12 a C PONT CNo EPA F I 1aa� �� ,� Osn, ti,n„ u e o =.v �"�" a, EROSION CONTROL PLAN LBNN,R _ CALAROSA 2ND & 3RD ADDITION G9 01 >P 13 TH /QDITION P18TT \i 3 -42ZD" 77 I'll SP.6E 11- 11 61 11111 1111 wx -121 u6) IR 5a1y4LE". ®'N"O.U"Aliu% Es;`6a`t°,la`A",'6""NUM."E�'roE,wf llll.1) ® Ill -FN, 5FF11N6 Al- III 91 522629.1. HN Mlx 25-141 Ogmmon Name Sclentific Name Rate(Iblac( y Mix Seetlsl - It Rate( -II, (by weigh) ...d.1 Schlzachyrlvm 1.51 13.]0% 0.30 nitotltlbng wiltl rye EI mus canatlensls 1.50 1.60 13.61% 2.06 ]e%3.00 blue ora Bourolpua p clilis du 0.68 0.]6 16.19% 10.00 kalm's brome Koelmla macmntha 0.41 0.31 OA8 3.71% 30.00 0.35 2.78% 0.90 coria tlropasatl sand tlro seetl032 Sporobolua he Ipis Sporobolue ro 0.26 0.29 2.32% 1.50 0.25 1.98% 1610 2.05 Gnacec SubtpWl 7.20 _8% 15.84 black<n'd 143.50 009 0.10 0.80% 3.20 butterfly milkweed Ascleplea tuberose 0.06 0.07 0.52% 0.09 51% 0.13 Ho birtl'sfoo IIpsis Coreoel Dot 59Ye 0.00 0.60% 0.20 large4loweretlIN- 006 007 35Ye O10 Oats ane sat va Av Cover Crop S.It-I 25.00 I2500 2002 2002 rough blaz'moit ts Lia M" as erz D. 0.02 003 30% 0.02 D.- 0.11 d -d blazing star horaemint Li -p -Ml, MonaMa unprofa 0.02 0.02 0.02 0.23% 0.00 0.02 0.22% 0.00 aster SymphyoM'chum 0.02 0.02 0.19% 0.20 heart4eaved alexantlen whorled milkweetl Asclemeszverticillafa 0.02 0.01 0.02 0.21% 0.10 0.01 0.11% 0.05 akyblue ester syIlphy-h oolenhngienaem 001 006% 020 Gets rba Subtotal A- -- 3.00 .49% 1 3.36 27.23% 1.33 Cover cop Subtotal .23% 1.33 PI - mg ea.P est mvmce exclug -Ill Hills subsection. id -OT cos Metml B II ommon ams nenrm ams te(Iblacl le(kglha) %of Mlx by weight) ...d.1 m pinlcusl vo 0% t3.05 willdot a z s vl Pl. NII__ 2.50 2.80 5.67% .64% g-: .1 i - ti- Panicumlvima 0.40 0.45 0.91% 2.05 Grosses Subtotal bluewrvein Verbena I -N, 18.50 I. 20.11 . 403% 0.23% 143.50 purple prairie clover Galea pvrpurea Canatla Lck treto Desmotlrum canatlense 0.090.10 009I 0.21% 021% 0.50 019 EI r SunOower Helm rs hebanlhprtles black<etl suean ---M1lrta 009 00] 010 008 020% O1]% 020 249 mars Nweetl 4aclepras murnafa ssum-I 006 007 11.13% O10 Oats ane sat va Av Cover Crop S.It-I 25.00 I2500 2002 2002 5882% 5602% 11.14 11.14 T. H00 m 0% 16406 P-- a 4932 1o00 ocded :IIII II tusett tl nea g ArTa en g -A JI.IpPark ands -IMI P rk , an a tern itro ad -Forest E it -d- Prov nces -DOT Di- 2 west oan3B 4, Metro, 6, 7 8 8 0 50 ]01 00 GRAPHICSCATR IN FEET BENCH MARK OP OF NOT HYDRANT No OUADRIH ST SN OF TOODR DR ELEV. SEEDING PLANLENN AR CALAROSA 2ND & 3RD ADDITION G4.0I1F 13 Es (s LT FENCE). WENT B BEIF OF FEA STRIPPED. E N ,ENP FABN OF TO III ED I' R05 ON PRE YE NT ON AND s[D M[REOU REME NTSMOF THEFOFE AND DUR Na mNsaucT aN. 3 CONTRACTOR TO ADHERE TO ALL NBC FILING TO I "'A"ERENT F. I A A— IF TIEIE PLANE MIJEF BE ON TIE TO. SITE —NEVER I.NELIIJAP.N 11 IN PIABIEIN PLANNING HANDBOOK s (BMA's) SHALL Df P"NDS MAY BE NSTALLED AS GO PRO A ORCHIS N F HE SPECFC AREA THE' 114LL BE MAINTAINED TYPE 7 THE BMA 5 SHOWN N THE PLANS ED LE ON THE A I BLIND THE "PRE OF ­5HROCTONRE4TEVVE A.—NARZ F, EAT THE o,MLTEDROP ES THE PLANS THAT MAI BE NEEDED TV lI.IDE EFFEIT AS PFALE1 AND ART IEVOIIOEI DID L NE FORT ZONES " 'THN LIFE .. FEET IN FENA AREAS FL ER FUNOFE11 IIE14TE T1411 EIIJIMENT . PENDCULARE TO) HE SLOPE. OO NOT BAG: BLADE L 11 AND DIM EIIIIII IIIL SLIDE AEAVE A SURFACE ROUGH TO FOLAH EHALL BE MORAL LEAD 3 � 2 FORD PEP DEEP OA APPISFED 100AL AND I AD IRAN OR ED N _E ED 411101D E11IL, INIL—ED TO HINIHOM AGE "RA_E I THE _F 41E 4, ED 11 P�IMANENF THIEF PEILOCITIN IHALL RE DONE IN RIZOID—E PlTH MORAL 2171 1 IA71 GANIIATINA F 22ND/QR E. `N N NEG LBS PEI ACRE E 3 FEF ILRE ALL CONS RUC ION AREAS TE (Er cEPT HD All) ALL DAN DO ALL IIIED nreE Fry (3orvc re NEEDED NAL STE sTABLUFON s ACH EYED OR uTER HE TEMPCFARv MEASDOEI THE A I MISS 05 10 AREA PC COMPACT ON AOL NCwDE ALL TOPsoL PLACEMENT AND NFLTIATANALL TIDNGensNs DE E AFEAs eeou FNc LoosE LOT BENCHING DETAIL NO SCALE PI$NEERneering GET NO 551211 pF.,L,1_ EFP_NH S_N. AND TIED I HE C A"TH FLAGS IEI BTA ITI LET' IN E GIGNC SILT FENCE, ET N LI) 11 NO THE DEHLDPNENT 'DE 'IPE, EPOE A BIT 11 EA, _ A POSITIVE SLOPE TO A CJI. AND IITTEI IIITE. I—M DEBEI M OF DSYwARGE TD ANv SURFACE WATERH(WH N IA 24 IGME HOURS OE CPE CTLE TO A S WATERZ PO TEMPORARY 01 PERMINENT ENERGY D.PATON WITHIN 2A HQUFS OF BASIS AER`7E 5ED MENT CON LOOP PRACTC E ON LF AVE APP EOPTALE TOP SITE CDNDT AN, F DOWN FIADE SLI OP OR OTEEHERI AI.P...ISIA MEHODS EELPE91 10LAN VAN AD STSTIAN DN THE EROSION CON,HDL PLAN. Ms COMPOST SNAKES. END 3 THE LEND AT BEDMENT CONTI OF PRACTCES MAY BE ADHO 5TED To ACCOMMODATE APRIL TERM ACT PHIR I HA_ THESE " 11F 'EA A FIAT BE NITALLEI IEFIE THE I EIT 11—TATIN EVENT EVEN F THE AILICTI 11 NOT NAMPLETE ALL So" III ITH FILED T AT III DSCHANININTIETLEBINA LET HAVE BEEN ZHA.ILIZED S s EMS OR CONDUITS aR DITCHES. Fv (OF PERMANENT) SEDIMEN ADIN SASYNS WHERE TEN 01 OFVDIATVRBED NSOS EARN RNF TCFAANCOMMON LOCAPAN AND/OF AS IT—ON THE EFOSCN CONTROL PLAN C . I DEAFAIEINI " AN' TYPE IF III FACE DIANAGE THAT OFF HAVE TORBD OR EEDMENT LADEN I ISHAN I 2 ALL OFTEN HPAM D—TEPN A MHAT BE I 5AHAIGED I A MANNER THAT DIED NOT CATEE NF`ANAE A 11-1-11 I'll 1-11111.111 A " NO IIT AS APRIL .. T ON AND ITHN 11 HIIII AFTER A RANDALL EVENT OF IIEATPI THAN I, IN FI H.111 LL MITIF BE ED IN NG PEI A FEDUIFEMENLC (NOTE LOCAL LURINDICTION MAY FEDUIFE A MORE FREQUENT INTERVAL IF INDPECTIo„)IN HEN PPL 2 NAL EL THE ALL ZFFEAEBDI UNLES ANOHEH TIME EHANE IE SPECIFIEDS I AEE MPGA NPDEI PEPED AE 1) F A LLEND OF QW E" GLFAMILY AD VILLA TOWNHOME L0T REQUIREMENTS SINWIDTH 5F. CORNER. 60' VLLA INTERIOR : 555 R 0R65V�LLA CORNER 62 25 FRONT SETBACK'. 25' LIVING SPACE, 25' GARAGE REAR YARD SETBACK: 35' SDE YARD SETBACK: 7.5 INTERIOR, 15` STREET CORNER SIDE YARD SETBACK TO 357N AT 20' STREET CORNER BUILDING REOUI REMENTS: PONDOADJECENT LOTS All =LOW OPENING. LO POP NG) SINGLE FAMILY HOLDOWNS FINISHED GROUND ELEVATION PER PLAN VARIES 10' 2.0% N S5' PAD GARAGE ELEVATION PER PLAN 3 HE 15 —A VARIES rc VARIES VARIES FINISH GRADE GRADE M,PP C +o0 TOPSOIL GRADING GRADE LOWEST OPENING EGRESS PIT CE SUBGR ADE SEE TYPICAL STREET SECTION RAMBLER (TYPICAL SECTION NOT TO SCALE) 55 PAD rc m cy VARIES 10 30 FIAT GADE GRADING GRADE LOWEST 0 OW PENING A AGE —ACTION 25 PLA -yA TOPSOIL 0 5 FINISH GRADEES s VARIES VARIES 0 o 2 CS M N ..... M1 w SUBCR ADE :.. GFADNG GRADE El 0'.:. ....: LOWEST FLOOR PER PLAN BASEMENT FLOOR 5 SEE TYPICAL STREET SECTION FINISHED GROUND PER PIAN LOOKOUT (TYPICAL SECTION NOT TO SCALE) 55 PAD OF rc HE VARIES 10' 30 FINISH GRADE 25 GA AGE ELEVATION PER PLAN 15' VARIES FINISH GRADE VARIES VARIES J A TOPSOIL � 0 LOWES X—AFEEPALOWES PER DE ——cRADwc GRADE 2.09 MIN. BASEMEN - SEE TVP CAL STRf fT SECTION - �Pf T1 FINISHED GROUND ELEVATION PER PLAN WALKOUT (TYPICAL SECTION NOT TO SCALE) AC w FNANG RGRDA O _ . / ' HOLD Dowty �TOPSOL T - / NON SELEC �N COMPACED BACKF LL MAA SELECT BACKF LL �� SUBGRADE MATERAL� E%STING ROUN T� N G / � A / \//./ SE KF \/ ,(\\\ .... .:% ij\//%�\/ 5).002-E - ,\\�\\\�\�� .R MA ER AL OFJ UNSUITABLE MATERIAL `NON—SELECT COMPACTED BACKFILL MATERIAL `UNDISTURBED SOIL UNDISTURBED SOIL MIN.�`MION SUBGRADE CORRECTION (TYPICAL SECTION NOT TO SCALE) P W LOWEST VILLAS ELEVATION 69 PAD GARAGE ELEVATION PER PLAN DLQ TOPSOIL suacRADE SLAB -ON -GRADE (TYPICAL SECTION NOT TO SCALE) PER PLAN LOOKOUT (TYPICAL SECTION NOT TO SCALE) PAD VARIES 10 44 25' FINISH GRADE GA AGE ELEVATION PER PLAN GRADNA GRABS 3� TOPSIDE LOWEST FLOOR/ LOWEST OPENING PER PLAN ;` w SUBGRADE n 2..1 a BOSEMEND FLOOR MIN 7777-7 FINISHED GROUND ELEVATION WALKOUT PER PLAN (TYPICAL SECTION NOT To SCALE) 3. m + FILTRATION BASIN. r NWL+1.0 "--""--'---f��B LEV PER PLAN I.NWL+ 0' OUTLET TOIDT� NIL NWL EL (SEE CTC RETAIL DETAIL STO-118) �UAUZW PIPE LAC�VARIEA� FILTRATION MED AON-SITEAL AT MIN F EDN AREA SEE DETAIL C CH OR CL LAT LEASTRASING HE #200 SVE_ DA A IN LINER ID END OF ANUATC ENIH STORM WATER BASIN SECTION (TYPICAL SECTIDN NOT TO SCALE) PI$NEERneeriIg CDC FH,1p­ amu, wN„T1 .. ww O,..iRET A. EMERGENCY OVERFLOW EOF=HWL-\ N MAINT. BENCH L__L_ /TREATMENT BASIN (SEE r STO —WATER B) LEV LCV—EL0 WATER QUALITY N OUTLET ELEV VOLUME VARIES ELEV PER PLAN �.I BLANKET LOCATION I. BI E.D.F. ELEVATION 5 0� 6 \/v OF ERM EDGE OF BENCH T. B `✓ Y KEYIN TOP. BOTTOM, PLACE& SIDES OF BLANKET EROSION CONTROL"DDT BLANKET FCATED`ROM 6' MIN. POND BENCH TO POND BENCH. R LACY OV w STABILIZED EMERGENCY OVERFLOW DETAIL STABILIZED EMERGENRCEN CY OVERFLOW DETAIL SECTION A -A SECTION B -B S L "NM CALAROSA BIND & 3RD ADDITION G5.02 oY 13 QUADS FED GROUND ELEVATION a 3 mm f VAR IES VARIES GRACE 0 VARIES m VARIES U o PER PLAN PER M PAD GARAGE ELEVATION PER PLAN A rc m 5 VAR ES VARIES VARIES F N SN GRADE 2 MIN � N TOPSOIL GRADE �P LOWEST OPENING o HOLD DOWN SUBGRADE GRADING GRADE SEE TIP A L_ SLAB -ON -GRADE SEE TIP A L (TYPICAL SECTION NOT TO SCALE) F117RATIION BASIN CONSTR PTON NOTFS 1 10 a VARIES CONSTRUCTION SEOUENCING 1 INSTALL SILT FENCE AND/OR OTHER APPROPRIATE EROSION CONTROL DEVICES TO PREVENT 1ECIEN LEAVINGENTEPLAISSTUON 2. ALL DOWNFROM GRAFI ENT PERIMETER SEDIMENT CONTROLEBMPS NMUSONBE RIN CPLACE BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITY BEGINS. 3. PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES 4. INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTNG FINAL GRADE OF RETENTIN DEVICE. 5. ROUGH GRADE THE SITE. DO NOT USE RETENTION AREA AS TEMPORARY SEDIMENT BASINS. 6. PERFORM ALL OTHER SITE IMPROVEMENTS AREAS AFTER D B. CPLEME TSE ED AND TEM fMULCH RARALL DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA. 9. IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES. 10. PLANT AND MULCH RETENTION DEVICE. GENERAL NOTES IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING E%LAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING CONSFRUCTION 2. GRADING OF RETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW -COMPACTION EARTH MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS 3. ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTI ON DEPTH (ELEVATION) SHALL BE UNDISTURBED. UNLESS OTHERWISE NOTED. VARIES VARIES GRADE GRADE SEE TYPICAL STREET SECTION 11, REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER AD TUATEL'VEGETATED 12 HEAT LTE , CON MACHINERY IN THE FAREAT ON BASIN, FILTER HEAVY TO SCARIFY AREA TO PROMOTE PRACTICEPIN 48 HOURS OR LESS. PHHIT MA'- IiI1I THE CONTRIBUTING DRAINAGE AREA IS E OVER -C CTED AND WATER DOESN T FILTRATION,PA SEED WITH MN SEED MIC 33-261 STDRMWATER SDUTH & WEST SEED NnTH MN SEEP MIX 7-141 MESIO GEN€RAL 3 m —VARIES--VARIfs GRADE C VARIES UNDISTURBED UNCOMPACTEB NSTU SOL - s,wo/mupos ry _ n ry NON -WOVEN GE OTEXTILE (MN DOT Tv E 1) III III OVER GRAVEL BLANKET PE SIDES 1 2 FROM UNDERDRAN PIPE SIDES :7,7 BOF LTRAT ON MEDIA UPPER 12' FILL N COMPANYSAND �z' sn cu UNDERDRAN GRAVEL BLANKET 1,5' DOULBE WASHED STONE OR WASHED RIVER RUN PEA GRAVEL RADE SEE TYP COAL STREETE 709 HOMOGENOUS ONSITE SAND 307. ORGAN C LEAF COMPOST 24' ONSTE CLAY LNER III PLACE BEFORE SAND 6 DIAMETER PERFORATED UNDERpRAIN III III III — III III OUTLET PIPE. NO SOCK FILTRATION FACILITY CROSS—SECTION EMERGENCY OVERFLOW EOF=HWL-\ N MAINT. BENCH L__L_ /TREATMENT BASIN (SEE r STO —WATER B) LEV LCV—EL0 WATER QUALITY N OUTLET ELEV VOLUME VARIES ELEV PER PLAN �.I BLANKET LOCATION I. BI E.D.F. ELEVATION 5 0� 6 \/v OF ERM EDGE OF BENCH T. B `✓ Y KEYIN TOP. BOTTOM, PLACE& SIDES OF BLANKET EROSION CONTROL"DDT BLANKET FCATED`ROM 6' MIN. POND BENCH TO POND BENCH. R LACY OV w STABILIZED EMERGENCY OVERFLOW DETAIL STABILIZED EMERGENRCEN CY OVERFLOW DETAIL SECTION A -A SECTION B -B S L "NM CALAROSA BIND & 3RD ADDITION G5.02 oY 13 STEEL FENCE POST (T -POST), MINIMUM E. LONG, e ATTAFABRIC TO POSTS ANCHOR TRENCH (SEE DETAIL N AND NOTES BELOW) EXISTING NRB �1_ OVERFLOW IS Y/ OF MAXIMUM SPACING. WICHTH MINIMUM 3 LP TIES / ;60 LB. TENSILE) PER POST TOP 8"OF FABRIC MONOFILAMENT GEOTE)(RLE FABRIC PER MNDDTTABLE / 3886-1 (MACHINE SLICED). STEEL FENCE POST [T-POSC), MONOFILAMENT GEOTEXTLE MINIMUM 5'LONG, FABRIC PER MNDOTTABLE 6' MAXIMUM SPACING. 3686-1 (HAND INSTALLED). H\ OVEWAP END ]DINTS \ MINIMUMOF6"ANDSTAPLE H \ ) OVERLAP AT I.S'INTERVALS. - / THE CURD BOX -���--n�-1t�_\ GHT _ // % 7) �/��0 G(/�_/ POST NOTCHES — / ATTACH FABRIC TD POST WITHO \'\\ TO FACE AWAY / MACHINE SLICE FROM FABRIC \\\ B"-12" DEPTH (PLUS 6" RAP) TRENCH MUST BE COMPACTED BY / MIMMUM 3 ZIP TIES (50 LB. TENSILL) PER POST IN TOP 8" OF FABRIC. \ W \ NOTE: USE w[MCO ROAD GRAIN CG -23 OR CG-329GNB ON CASTING TYPE) LIGHT EQUIPMENT PRIOR TO / PLACEMENT OF STEEL PASTS. POST NOTCHES TO FACE AWAY / / \\_ \ \w (DEPENDING HIGH ROW INLET PROTECTION CURB AND FLOW / f LAY FABRIC IT THE TRENCH, FROM FABRIC. BACKFILL WITH NATURAL ! \ �\��/� GUTTER MODELS, OR CITY APPROVED EQUAL. ON OFSURFACE L Y-- DIRECT] _ SOIL, AND COMPACT WRH v EIGHT EQUIPMENT PRIOR TO // / STAPLE DENSIS SHALL BEA �OVEPIAP DEFLECTOR PLATE -- —i-- 24" MINIMUM PIACEMENTOFTHEPOSTS. / DIRECTIONOF� SURFACE FLOW --- -- MINIMUM OF 3 U SHAPED 8 , MWIMUM OF6 IOINTS II GAUGE METAL STAPLES PER LONGINDINAL SQUARE YARD CTHIS MAY VARY AS DIRECTED BY THE CITY) / OVERFLOWIS�OFTHE CURB BOX HEIGHT \ OVERFLOW AT TOP OFFILTER ASSDRR. PWT EMBEDME \/— )/ _ 24" MINIMUM PO EMBEDMENT — _ \J�\ NOTE: ANCHOR TRENCH 1'T03' 1. DIG B' X E' TRENCH 2. WY BLWKt7IN TRENCH �I ` \ HEAVY-DUTYSILT FENCE INSTALLATION METHODS SHOULD BE USED3. WHEN DIRECTED BY THE QTY. 6" STAPLE AT I.5'INTBRVAIS a 4. BACKFILL WITH NATURAL SOIL AND COMPACT 5. BLANKET LENGTH SMALL NOT EXCEED 100' f - b — FILTER ASSEMBLY �I�\\ WITH OOT AN ANCHOR TRENCH \ / \ \ DIAMETER, G" ON GRADE — 10' AT LOW POINT HIGH-FLOW FABRIC STANDARD DETAILS MACHINE SLICED SILT FENCE �/f� GCOVC we,xv RL�AW FSTANDARD DETAILS (�'O1ta f! g HAND INSTALLED SILT FENCE Grove n.n STANDARD DETAILS Cot[a a g EROSION CONTROL BIANKET \f� GCOVC INSTAWITION '�«. (R2 STANDARD DETAILS COtta a r 1 ` ,-- g INLET PROTECRON CATCH fEa Al J �/f� GLOVe BASIN INSERT 111 neef Aa„e C COTTAGE GROVE, MINNESOTA ERO-1 Il\`\i�f�s mae°° COTTAGE GROVE, MINNESOTA EROu2 n,a. °.a.nm=ranee, COTTAGE GROVE, MINNESOTA EX'I nia...ae,.°P.nw COTTAGE GROVE, MINNESOTA ERO-9 \ EEER TO D"ITI FOR\, SILT F rvDDs 2" X 4' HORIZONTAL / \\ WOO DEN LITH SMALL BE MEMBERS CONTINUOUS NAI LED SECURELY TO THE POST MEMBER TO SECURE IZENETOP AND BOTTOM. FILTER FABRIC. US NTO G 2- 20D COMMOPoN SNAILS\ v \ �/ PPNEp� \ UNDISTURBED VEGETATION / 2" X 4" X 2.5' LONG — GEOTEXTILE =.A ME I / FABRIC AS PER MNDOT TABLE WOOD POSTS, 8 REQ'D. ( I 3886 1 (M CHINE SLCED). \\ NAL.BOT 8-10" OF FABRIC \ / ®0jeje FLAP AT FLAP AT BOTTOM OF BOX / INEIAL LT 4 FENCE ---- — — — — — — — — ROCK -6" MINIMUM DFPT1 Ci" O:J (T� \ w01 -l" MINIMUM D T �� • \i Y . � 6IDRD L ,u STAKE WASHEDROCKOR fj FLOW / ^ WOODCHIPS PER 9PEQRGTION9 / �a �AOV` • ` e; ��G� �- B-10" FABRIC RAP- BURY \ MINIMUM CUT OFF BERM J W r UNDER ROCK TO _ PREVENT UNDHtWASHINGF \ AT.- \ TO MINIMIZE RUNOFF FROM TO SITE ✓J 5� !; `— 11/2" WASHED R UG ROCK 1'DEEPX V WIDE o OF11 PN LE ANG /, 1. THESTAE POINTfNGU THE'TM N1ET F\(ry\ \ ,/AU�'C / TRACKED EQUIPMENT TREADS CREATE GROOVES • J PERPENDICUTARTO SLOPE DIRECTION. NOTES: CONTRACTOR ONSTRUCT SILT BOX TO FR _ - 1. FILTER FABRIC SHALL BE PLACED UNDER ROIX MUD ORWOOCCHIPSTBE ARWNDTHE TOEGG SOFSTUREWITH6 MINIMUM INLET S CLEARANCE TO EDGES OF STRIKTURE SILT BOX \/ / / /� \� -�— THROUGH ROCK. E MUST BE MAINTAINEDWILY TO MAI TAINED EG 2. EREVE NOTE: ALL SLOPES WITH AGRADE EQUAL TO OR STEEPER THAN 3:1 TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM PROVE IXISTING GRADE G �� �/ RE T NG. PREVENT SEDIMENTATION TRACKING. REQUIRE SLOPE TRACKING. SLOPES WITH A GRADE MORE GRAWAL THAN 3: I REQUIRE SLOPE TRACKING IF THE STABILIZATION METHOD IS EROSION CONTROL BLANKET OR RA F FxnLF STAKE IETUNG- 1 I( HYDROMUDIT. Cottage GCOVB Aa•: vase pnewem��nneee STANDARD DETAILS INLET PROTECTION SILT BOX FOR BEEHNE CASTING COTTAGE GROVE, MINNESOTA UmrtT fFawuar nnrrun STANDARD DETAILS eauAnv Cottage DITCH CHEIXS xoHe GIOVe fE pert nNe •°a e'Oaw nese cia.rxn. COTTAGE GROVE, MINNESOTA STANDARD DETAILS eox..i Cottage 1 `-- CONSTRUCTION ENTRANCE xols GCOVe ROCK AND WOODCHIP "'em.nae° n °`° STANDARD DETAILS iss-ram.. Cotta EPER \ `-- g SLOPE TRACKING �fi® GIOVe 4y""°mee°ems°) ERO-10 ERO-11 ` COTTAGE GROVE, MINNESOTA ERO-12 COTTAGE GROVE, MINNESOTA ERO-13 p�py engineering �u , K,N„ �, `a`` CITY DETAILS LENIN AR CALAROSA 2ND & 3RD ADDITION 65.03 13 MINIMUM 5WIDE MINIMUM 2' WIDE SHWIDER� 8' SHOULDER PROPERTY/OURAT LINE AT HWL —SKIMMER MAINTENANCE BENCH � / SAFETY/AQUATIC VEGETATION BENCH - 4,IAtgr \ ATYPICAL SIDE SLOPE PROFILE 10:1 \ SIDESLOPEPROFILE 30'OF SKIMMER \ IDSEN AVE. S. — 61ST ST. S. — IDEN AVE. S. — 607H Si. S RESIDENTIAL (28'F -F) RNJ 4 R/W 40'X832 STREET DD — STREET EE — STREET GG 4 R �WHIE532 FIEE. SECTION y OW 1.50% l25 YMY- 1'S3Nv y' \\WITHIN _ NWL 10:1 6'�}�10' l4 14' 10' S'� —1' 1.5%—i 3^h-�—_ 0,029,/Fi jk 1S°N� 3"TYPE SP 9.S WEARING COURSE MIXTURE (2,C)(SPWEA240L) OUTLET PIPE - 3 NO BOTTOM = — _ 0.5' / DESIGN GRADE 1 q•• FT't 0.024'/FT 6" CIP55 5 AGGREGATE &45E 100% CRUSHED LIMESTONE EXC VYEIDN AND ADDITIONAL AGGREGATE BACKFILL TYPICAL BENCH DETAIL WITHIN 18' OF SKIMMER OUTLET 6" CONCRETE 0928 CONCRETE �9" CLASS 5 J (AS DIRERfO BY TIE ENGINEER) PROPERHWLTY/OUTLOT LINE CURB & GUTTER GRAVEL BASE (100 % CRUSHED MNDOT D912 CHI %IS CURB AND GUTTER BRUMINOUS TRAIL MAINTENANCE BENCH SAFET'/AQUATIC VEGETATON BENCH ITT MESTONE) -1.5" NPC SP 9.5 WEARING COURSE MIXTURE (3, C) MINIMUM 5' WIDE MINIMUM 2'WIOE q:l AMk \ \ LITT I [SPWE4330C]-SPEOAL LO" TYPE SP 9.5 WEARING COURSE MIXTURE (3, C) [SPWEA330CI TYPE SP 9.5 WEARING COURSE MLXNRE (3, CJ WEA330C] - SPECIAL TYPE SP 9.5 WEARING CWRSE MIXNRE (3, C)2 SHOULDER 5• SHOULDER 11 NWL 3I 8"CLASS 5 AGGREGATE 1.45E 100"/o CRUSHED LIMESTONE WEA330C] POND BOTTOM Av Tuc rurT 3kICKNESSRCQUIREDinc USS 5 GRAVEL BASE 100%CRUSHED LIMESTONE 0 iN 1.50% 1�5,3MPy' TYPICAL BENCH DETAIL 12" SELECT GRANULAR BORROW (SPEC 3149.21) NOT S: I. TOP OF 0928 CURB IS 0.03 BELOW DESIGN CLGRADE 2. R.O.W. TO BE 0.31' ABOVE DESIGN CL ELEVATION. .. ....0) 12" SELECT GRANULAR BORROW (SPEC 3149.2B) MAT y j 3 1 6" T'PE 3111 CONCRETE 4" CLASS 5 AGGREGATE BASE100% CRUSHED LIMESTONE EXCAVATION AND ADDITIONAL AGGREGATE BACKFILL I (AS DIRECTED BY THE ENGINEER) CONCRETE SIDEWALK STANDARD DETAILS I r — — �011age TYPICAL BENCH DETAIL �.i�GCOVe STANDARD DETAILS Cottage T'PILAL PUBLIC STREET SECTION \tea\if—®—GLOVC RESIDENTIAL (28 ME) / niN wee hrcmee �1(� STANDARD DETAILS r — — COIIage T,PICAL PRNATE SNtEEf l V�G[OVf! SECTION URBAN Fart �7(� STANDARD DETAILS Cottage ry cAL BTNMINOUS TPAEL PND GLOVC CONCRETE 510EWALK SECROME / N 5yv ^Nee COTTAGE GROVE, MINNESOTA STO.1B an COTTAGE GROVE, MINNESOTA S�_1 v. COTTAGE GROVE, MINNESOTA STR_3 rtme=a^ COTTAGE GROVE, MINNESOTA STR-9 PI$NEERneering u , A,N„ 11 �• `� P� „ „ _ `A^ ` CITY DETAILS LENN �R C 4LAROSA 2ND & 3RD ADDITION G-1 04 > 13 S i4 4 I, qw p. � I 1 ,III � III�j'y ■6 a 1� II�� e- a� E@'I � '.• � IW I�fll � — o e� I 14lL - `YtIIII�I iq 0 �i1a� I MIME llim will- oIIIN X11 �� N!���41 1_ �■ - L�n �®JI IAIC olll NIII 11111 1 ���� s Y+ 6 �1d�� pull I� I Pili F 1 III - PI$NEER>e�Tg PLANTING SCHEDULE KEY COMMON NAME SCIENTIFIC NAME FOOT OUANTI TY OVERETORY TREES NEW HORIZON ELN/ULMUS AMERICANA 'ST. CRO)( 2.5° — 32 HACKBERRY/CELTIS OCCIDENTALIS 2.5' B. 4g NORTHERN PIN OAK/QUERCUS ELLIPS0ILDALIS 2.5° B&B 41 IRONWOOD/CARPINUS CAROUNIANA 2.5° B&B 31 WWW THORNLESS HONE-11T/GLEDITSIA TRIACANTHOS VAR INEMIS 2.5° B&B 10 RIVER BIRCH/BETULA NIGRA 'HERITAGE' (CLUMP) 15 E. 42 WHITE WILLOW/SALIX ALBA NIOBE' KENTUCKY COFFEETREE/GYMNOCLADUS DIOCUS 2.5' B. -- EVERGREEN TREES At WHITE FIR/ARIES CONCOLOR 6' B&B SO ,�ryF +y BLACK HILLS SPRUCE/PICEA GLUACA VAR DENSATA 6' B&B gg C) SCOTCH PINE/PINUS SYLVESTRIS 6' B&B -- ORNAMENTAL TREES ® SUGAR TYNE CRAB/KIALUS 'SUGAR TYME' 1.5 B&B ip 0 JAPANESE TREE LILAC/SYRINGA RETICULATA (SINGLE STEM) 1.5° S&B 1p SERNCEBERRY/AMELANICHER X GRANDIFOLIA'AUTUMN BRILLIANCE' T B&B 13 PRAIRIE FIRE CRAB/MALUS 'PRAIRIE FIRE' 1.5° B&B (TREE SCHEDULE QUANTITIES INCLUDE ONLY THE 3RD -4TH ADDITIONS) DECIDUOUS TREE PLANTING DETAIL LANDSCAPE NOTES MET CONIFEROUS TREEEA@PLANTING DETAIL aMff° E" _ V. °u°�x u�.�nv°ov .a —IWWW II 1