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HomeMy WebLinkAbout5.b. Rosemount Woods EXECUTIVE SUMMARY Planning Commission Meeting: December 16, 2019 Tentative City Council Meeting: January 21, 2019 AGENDA ITEM: 19-50-AMD Request by Equity Lifestyle Properties for a Major Amendment to the Rosemount Woods PUD to Develop an Additional thirty-nine (39) home sites within the boundaries of the Rosemount Woods Mobile Home Park. AGENDA SECTION: Public Hearing PREPARED BY: Anthony Nemcek, Planner AGENDA NO. 5.b. ATTACHMENTS: Site Location; Site Aerial; Existing Conditions; Proposed Site Plan; Utility Plan; Drainage and Grading Plan; Brazil Ave. Improvements Plan; Lighting Layout; Landscape Plan; Tree Inventory; Typical Lot (1981); 1991 PUD Amendment staff report APPROVED BY: KL RECOMMENDED ACTION: Motion to recommend that the City Council approve a Major Amendment to the Rosemount Woods PUD to Develop an Additional thirty-nine (39) home sites within the boundaries of the Rosemount Woods Mobile Home Park, subject to the following conditions: 1. Provision of a landscape surety in the amount of $52,800. 2. Compliance with all the conditions and standards within the City Engineer’s Memorandum dated December 16, 2019. 3. Applicant shall dedicate drainage and utility easement over the public sanitary sewer line that will be relocated along Burgundy Avenue. 4. Applicant shall enter into a Stormwater Maintenance and Easement Agreement with the City for the proposed, private infiltration basin. 5. The applicant shall expand the storm shelter to comply with the structural requirements as determined by FEMA as well as the state building code as it relates to size. 6. Conservation easements are required over the wetland and buffers. Signage for conservation easements shall be provided by the developer. SUMMARY The Planning Commission is being asked to review a request from Equity Lifestyle Properties for a major amendment to the Rosemount Woods Planned Unit Development Agreement to develop an additional thirty-nine home sites within the existing boundaries of the Rosemount Woods mobile home park located at the southwest quadrant of the intersection of Connemara Trail and Highway 3/South Robert Trail. No new parcels or outlots are being proposed with this request. Staff finds the proposed expansion within Rosemount Woods complies with the standards of the Rosemount Woods PUD as approved in 1981, the R2-Moderate Density Residential zoning district, and the provisions of section 12-2-19: Manufactured Home Park Requirements. Staff recommends approval of the request. 2 Applicant: Equity Lifestyle Properties Location: East of South Robert Trail and South of Connemara Trail Acres: 49.65 Acres Proposed Home Sites: 39 (182 existing, 221 total) Wetlands: One wetland is located in the northeast corner of the overall site. Net Density: 5.31 units/acre Existing Comp Plan Designation: LDR – Low Density Residential Existing Zoning: R2 – Moderate Density Residential Proposed Zoning No Change Proposed BACKGROUND The Rosemount Woods Planned Unit Development was originally approved in 1981. Deviations from the City Code that were approved within the Planned Unit Development Agreement included fifteen (15) foot front and rear yard setbacks and five (5) foot side yard setbacks. The Planned Unit Development Agreement was amended in 1991 to accommodate larger manufactured homes by further reducing rear yard setbacks to five (5) feet and allowing the larger manufactured homes to encroach upon the drainage and utility easement along the rear lot line. The plans provided by the applicant indicate the typical lot layouts will conform to the standards of the 1981 approval, which is more restrictive than the 1991 amendment to the Rosemount Woods PUD. Since the park was originally developed, the owner of Rosemount Woods acquired the former site of the City’s sewer plant in the northeast corner of the park. Additional home sites as well as an outdoor storage area were developed in that area. With this request, the applicant is proposing to convert the storage area into five (5) home sites and develop another thirty-four (34) home sites on the western portion of Rosemount Woods. The plans show an extension of Burgundy Avenue south into the wooded open area that will accommodate sixteen (16) of the home sites. The remaining home sites to be developed will be located along the existing streets that currently abut open space in that part of Rosemount Woods. Along with the additional home sites being developed, the applicant has submitted plans that show the existing storm shelter will be expanded, additional play equipment will be provided, a trail will be built to connect Rosemount Woods with Erickson Park, and Brazil Avenue will be paved. Because Rosemount Woods is similar to a condominium association, the applicant is not requesting to subdivide the individual lots through the platting process. Typical lot layouts are included with the application materials and will be reviewed in this report for compliance with the lot standards and setback requirements and other site/design requirements for manufactured home parks contained in the City Code. Legal Authority A major amendment to a planned unit development is a legislative decision because of the Code deviations that are being requested. Legislative decisions give the Planning Commission more latitude, but consideration should be given to the PUD standards of the existing 1981 Rosemount Woods Planned Unit Development and the 1991 amendment of the PUD agreement. General Design and Layout The applicant has provided the City with detailed plans showing how the proposed expansion of the Rosemount Woods community will be laid out. The expansion is proposed to take place in two different parts of the park. Five home sites are proposed to replace the existing storage lot on the north side of 139th Street West near Brazil Avenue. The remaining thirty-four (34) home sites will be on the western portion of the overall site. Eighteen (18) home sites will be along existing streets within Rosemount Woods, and sixteen (16) home sites will be located on either side of a southern extension of Burgundy 3 Avenue. The home sites will be consistent with those that currently exist within Rosemount Woods, and they are able to accommodate both “double-wide” and traditional manufactured homes. Off street parking for two vehicles is also provided on each home site. The plans indicate that the extension of Burgundy Avenue will be 28’ in width, consistent with the requirements of the City Code. The extension will terminate in hammerhead to allow vehicles to turn around. Brazil Avenue will also be improved with this project to bring it up to the City’s urban design standards featuring bituminous paving and curb and gutter. Extensive grading will take place to ready the location of the Burgundy Avenue extension, the accompanying lots, and a stormwater infiltration basin in the southwest corner of Rosemount Woods. Initial plans provided by the applicant prior to submittal showed even more grading and tree removal, but through conversations and negotiations, many of the trees and much of the natural topography in the southwest portion of Rosemount Woods is being maintained. The applicant has submitted a tree inventory as well as preservation plan with the application documents. The expansion areas are shown to meet the structural setback requirement of fifty (50) feet from the Rosemount Woods boundaries. Individual lots are designed to accommodate the fifteen (15) front and rear yard setbacks and five (5) foot side yard setbacks permitted by the Rosemount Woods Planned Unit Development. Landscaping plans submitted by the applicant show at least one tree to be planted on each home site and buffer trees along the expansion area abutting adjacent properties and Highway 3 right of way. Storm Shelter Along with the additional home sites proposed by this request, the applicant’s plans indicate the storm shelter will be expanded. FEMA requires storm shelters to be constructed to withstand a weather event above a specific threshold. Additionally, the State of Minnesota Building Code has specific requirements regarding how many people must be accommodated within the shelter and how much room must be provided per occupant. The design of the storm shelter will be reviewed for compliance with those standards during the building permitting process. Staff has included a condition of approval that the expanded storm shelter be constructed to comply with the structural requirements as determined by FEMA as well as the state building code as it relates to size. Major Planned Unit Development Amendm ent The subject property is zoned R2-Moderate Density Residential, and Manufactured Home Parks are permitted by PUD in that zoning district. Section 11-12-19 of the City Code identifies a number conditions, site/design requirements, and lot requirements for Manufactured Home Parks. The original Rosemount Woods Planned Unit Development allow a deviation from the front and rear yard setback requirement from twenty (20) feet to fifteen (15). This deviation was further increased to allow homes to be placed within five (5) of the rear boundary of the home site in order to accommodate longer homes while maintaining a fifteen (15) foot front yard setback. The only other deviation was from the side yard setback requirements to reduce the side yard setback from twenty (20) feet for principal structures and ten (10) feet for accessory structures to five (5) feet for both principal and accessory structures. The typical lot layout provided by the applicant is consistent with the deviations allowed by the original PUD approval, which is fifteen (15) foot front and rear setbacks and five (5’) side yard setbacks. All other aspects of the project will comply with the City’s zoning requirements as described below. Staff is recommending approval of the deviations requested by the development. The proposed deviations are 4 summarized as follows: 1) A deviation from City Code Section 11-2-19 (E.4.) to reduce the front yard setback for principal and accessory structures from twenty (20) feet to fifteen (15) feet. 2) A deviation from City Code Section 11-2-19 (E.5.a.) to reduce the side yard setback for principal structures from twenty (20) feet to five (5) feet. 3) A deviation from City Code Section 11-2-19 (E.5.b.) to reduce the side yard setback for accessory structures from ten (10) feet to five (5) feet. 4) A deviation from City Code Section 11-2-19 (E.6.) to reduce the rear yard setback for accessory and principal structures from twenty (20) feet to fifteen (15) feet. These requested deviations are consistent with those contained in the Rosemount Woods Planned Unit Development Agreement that was approved in 1981. The PUD agreement was amended in 1991 to accommodate the installation of longer manufactured homes by allowing reduced rear yard setbacks as well as encroachment into the drainage and utility easement behind each home site. The plans provided by the applicant indicate the standards of the 1981 Planned Unit Development Agreement are able to be met in the proposed expansion. Land Use and Zoning The site is located in the R2-Moderate Density Residential zoning district, and the site is designated as LDR-Low Density Residential in the City’s Comprehensive Land Use Plan. The gross density of the site will be 4.45 units per acre, which is below the maximum of 6 units per acre for both the zoning district and land use designation for the site. Except for the deviations requested by the applicant and described above, the proposed expansion meets all standards of the zoning ordinance for both the individual homes sites and also the overall site design. This is shown in the table below. Standard Provided Minimum Site Area 40 Acres 49.65 Acres Site Boundary Setback 50 feet from adjacent properties 50 Feet Minimum Lot Area 5,000 Square Feet 5,300 Square Feet Minimum Lot Width 50 Feet 50 Feet Minimum Front Yard Setback 15 Feet 15 Feet Minimum Rear Yard Setback 5 Feet (1991 PUD Amendment Standard) 15 Feet Minimum Side Yard Setback 5 Feet 5 Feet Street System/Parking The site will continue to have access from two points as required by the City Code. Access is proved by the main entrance on Connemara Trail, with secondary access provided by Brazil Avenue. No additional accesses will be created as part of the proposed expansion. The City Engineer and Fire Marshall, as well as the Police Department, have reviewed the plans, and they are not recommending additional access points into Rosemount Woods. The extension of Burgundy Avenue will be private, like the other streets within Rosemount Woods. The plans for the street extension show it will be 28’ wide. The City Code allows for 28’ wide streets so long as parking is only allowed on one side of the street. The Assistant City Engineer has included a condition in the attached Engineer’s memo dated December 16, 2019 that requires no parking signs on one side of the street. Additionally, no parking signs are required at the ends of the hammer head to keep it clear for emergency vehicles to turn around. The typical lot layout shown on the plans indicate that off-street parking for two vehicles will be provided for each home site. Detached garages and car ports are permitted by the City Code, but not required. This may allow individual homes to have more than two off- street parking spaces. Wetlands 5 A single wetland is located on the northeast corner of the site that was once part of the City’s sewer treatment facility. The wetland itself is identified as a Manage 2 wetland. Therefore, a buffer of 30 feet must be maintained around the wetland. While none of the expansion areas are located immediately adjacent to the wetland, a condition of approval is being recommended that requires the applicant to dedicate a conservation easement over the wetland and surrounding buffer. Landscaping and Tree Preservation The applicant has submitted a landscaping plan for the proposed expansion. The zoning ordinance requires a minimum of one boulevard tree or shade tree for each home site. The plan shows that this requirement is met. Additionally, trees are required within the perimeter setback areas to provide screening from dissimilar uses and traffic. Thirty-nine new home sites are proposed by the applicant, which means a minimum of thirty-nine trees must be planted with the project. The plans submitted show a total of 160 trees will be planted with the proposed expansion, with the majority of home sites receiving trees in both their front and back yards. Additional trees are planted in the buffer areas within the required 50’ setback from the park boundaries. The applicant conducted a tree inventory of the site and submitted it with their application. A total of 4031 caliper inches of trees, significant and heritage, were identified within the site boundaries. Up to 25% of the significant trees are permitted to be removed without replacement. Beyond that, replacement trees must be planted at a ratio of .5 caliper inch for every caliper inch removed. Any heritage trees removed must be replaced at a ratio of 1 caliper inch to 1 caliper inch. A total of 333 caliper inches are shown on the landscaping plan. Significant Trees Heritage Trees Total Inches 3,532 499 Inches Removed 1147 142 Removal Allowance 883 n/a Replacement Required 264 142 Replacement Ratio 0.5/1.0 1.0/1.0 Inches of Replacement Required 132 142 Parks and Open Space The Parks and Recreation Director reviewed the proposed plan for the expansion of Rosemount Woods. Because no subdivision is taking place with this request, park dedication cannot be required of the applicant. Parks and Recreation staff did provide feedback that there should be a connection to Erickson Park in the form of a trail along the southern boundary of the manufactured home park. This is shown on the plans provided and will be finalized prior to installation. The plans indicate that the existing recreational facilities in Rosemount Woods will be expanded with this project. Engineering The site is currently served by public sewer and water. The utilities on site are privately owned except for an 8-inch sewer line that runs through the western portion of the site and will be relocated to an alignment outside the proposed home sites in the northwest portion of Rosemount Woods. Because the property is not being platted, a paper easement over the new location of the public sewer line and a conservation easement over the wetland and buffer area shall be dedicated prior to construction. The new impervious areas on the western portion of Rosemount Woods are proposed to drain to an infiltration basin constructed in the southwest portion of the property. The areas that will drain to the existing wetland on the northeast corner of the property are not anticipated to have an increase in impervious with the proposed plan. Engineering staff would like more information from the applicant 6 with regards to how stormwater from adjacent properties to the west is handled as it appears the stormwater study provided by the applicant does not address this concern. The plans indicate the water flowing along the rear of the home sites to the infiltration basin, therefor that information is needed to determine if the volume of stormwater will necessitate a pipe with catch basins to be installed to carry the water. These concerns can be addressed as final plans for the construction of utilities are submitted for staff review. CONCLUSION & RECOMMENDATION Staff recommend approval of a Major Amendment to the Rosemount Woods PUD, subject to conditions. This recommendation is based on the information submitted by the applicant and detailed in this report, subject to the conditions contained in the staff recommendation and attached Engineer’s Memo. Rosemount Woods PROPOSED LEGEND CURB & GUTTER REVERSE PITCH CURB & GUTTER DEPRESSED CURB & GUTTER PROPOSED BUILDING PROPOSED ROADWAY G E GAS SERVICE ELECTRIC SERVICE STORM SEWER SANITARY SEWER W WATER MAIN STORM STRUCTURE DOWNSPOUT CONNECTION SANITARY MANHOLE CLEANOUT W WATER METER VALVE VAULTW VALVE BOX HYDRANT G E GAS METER ELECTRIC METER STREET LIGHT FLOW ARROW OVERLAND FLOOD ROUTE TOP OF SIDEWALK GRADE100.00 TW TOP OF CURB GRADE100.00 TC PAVEMENT GRADE100.00 P GROUND GRADE100.00 G FENCEX 100 100 MAJOR CONTOUR MINOR CONTOUR D S © 2019 Microsoft Corporation © 2019 HERE G E W TV OH T FO X D S PRELIMINARY ENGINEERING FOR ROSEMOUNT WOODS EXPANSION 13925 BUNRATTY AVE, ROSEMOUNT, MN SECTION 20, TOWNSHIP 115N, RANGE 19W LOCATION MAP INDEX OF SHEETS C0.0 - SITE LOCATION MAP & CIVIL LEGEND C1.0 - EXISTING CONDITIONS C1.1 - OVERALL SITE PLAN C2.0 - WATER & SEWER - NORTH C2.1 - WATER & SEWER - SOUTH C2.2 - WATER & SEWER - EAST C3.0 - DRAINAGE & GRADING PLAN - NORTH C3.1 - DRAINGE & GRADING PLAN - SOUTH C3.2 - DRAINAGE & GRADING PLAN - EAST C4.0 - BRAZIL AVENUE IMPROVEMENTS C5.0 - SITE LIGHTING LAYOUT L1 - OVERALL LANDSCAPE PLAN L2 - PLANTING ENLARGEMENT PLAN L3 - PLANTING ENLARGEMENT PLAN L4 - PLANTING DETAILS PROJECT SITE REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET NUMBER PROJ NO: ENG : DATE : SHEET TITLE OF3110 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: 630.598.0007WWW.CAGECIVIL.COMCAGECIVIL ENGINEERINGROSEMOUNTWOODS EXPANSION13925 BUNRATTY AVE.ROSEMOUNT, MN190087 JGN 11.18.2019 111 SITE LOCATION MAP & CIVIL LEGEND C0.0 OWNER: EQUITY LIFESTYLE PROPERTIES CONTACT: MARISA KOLMAN ADDRESS: TWO N. RIVERSIDE PLAZA CHICAGO, IL 60606 EMAIL: MARISA_KOLMAN@EQUITYLIFESTYLE.COM ENGINEER: CAGE CIVIL ENGINEERING CONTACT: GREG HOREJS ADDRESS: 3110 WOODCREEK DRIVE DOWNERS GROVE, IL EMAIL: GHOREJS@CAGECIVIL.COM PHONE: 630.598.007 GM EM AC EMGM AC EM GM T T TT E E TTTS S S S S S S S D D D D D D D D D D D S S S W W W W W WWWWWWW W W W WWWD (TO REMAIN) (TBR) (TO BE FILLED WITH FLOWABLE FILL) (TO REMAIN) (TO REMAIN) (TO REMAIN) (TBR) (TBR)N18°08'50" 418.6'N88° 57'47" 1168.6' S01°02'13" 49.5' S88°57'47" 477.5'S12°51'14"421.3'N23°01'48"398.2'S88°57'47"72.3'N23°01'59" 604.0'N88°36'46" 1627.6 N18°08'50" 69.3' S89°37'36" 58.5' N18°08'50" 162.2'N18°08'50" 805.3'S71° 5 1 ' 1 0 " 2 0 8 . 7 'BURGUNDY AVE.UPPER 138TH STREETS. ROBERT TRAILCONNEMARA TRAIL W.BRAZIL AVENUE139TH STREET W.BRIANBORU AVENUEBENCHMARK #1 1 EXISTING CONDITIONS C1.0 1" = ' (HORIZONTAL) '' 80 160800 REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET NUMBER PROJ NO: ENG : DATE : SHEET TITLE OF3110 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: 630.598.0007WWW.CAGECIVIL.COMCAGECIVIL ENGINEERINGROSEMOUNTWOODS EXPANSION13925 BUNRATTY AVE.ROSEMOUNT, MN190087 JGN 11.18.2019 11 LEGAL DESCRIPTION: PARCEL 1: ALL THAT PART OF THE SOUTH HALF OF THE SOUTH HALF OF SECTION 20, TOWNSHIP 115, RANGE 19, DAKOTA COUNTY, MINNESOTA, DESCRIBED AS FOLLOWS TO-WIT: BEGINNING AT A POINT ON THE SOUTH LINE OF SAID SECTION 20, 1051 FEET WEST OF THE SOUTHEAST CORNER THEREOF, SAID POINT BEING 66 FEET WEST OF THE WESTERLY RIGHT-OF-WAY OF THE CHICAGO-MILWAUKEE-ST. PAUL AND PACIFIC RAILROAD COMPANY,(SAID RIGHT-OF-WAY BEING 100 FEET WIDE MEASURED AT RIGHT ANGLES A DISTANCE OF 50 FEET ON EACH SIDE OF THE CENTER LINE OF SAID RAILROAD COMPANY'S MAIN TRACK AS NOW PLACED,) AS MEASURED ALONG SAID SOUTH LINE; THENCE NORTHEASTERLY AND PARALLEL WITH SAID WESTERLY RIGHT-OF-WAY LINE A DISTANCE OF 608 FEET; THENCE WESTERLY AND PARALLEL WITH THE SOUTH ONE-EIGHT LINE OF SAID SECTION 20 TO A POINT 400 FEET DISTANT FROM SAID WESTERLY RAILWAY RIGHT-OF-WAY LINE; THENCE NORTHERLY AND AT RIGHT ANGLES TO A POINT 49.5 FEET SOUTHERLY OF SAID SOUTH ONE-EIGHTH LINE; THENCE WESTERLY AND PARALLEL WITH SAID SOUTH ONE-EIGHTH LINE TO ITS POINT OF INTERSECTION WITH THE EASTERLY RIGHT-OF-WAY LINE OF STATE TRUNK HIGHWAY NO. 3; THENCE SOUTHWESTERLY ALONG SAID HIGHWAY RIGHT-OF-WAY LINE TO A POINT DISTANT 470.99 FEET MEASURED ALONG SAID RIGHT-OF-WAY LINE FROM ITS POINT OF INTERSECTION WITH SAID SOUTH ONE-EIGHTH LINE; THENCE AT RIGHT ANGLES TO THE LEFT A DISTANCE OF 208.7 FEET; THENCE SOUTHWESTERLY AND PARALLEL WITH SAID HIGHWAY RIGHT-OF-WAY LINE TO A POINT 66 FEET NORTH OF THE SOUTH LINE OF SAID SECTION 20, THENCE WESTERLY AND PARALLEL WITH SAID SOUTH LINE OF SAID SECTION 20 TO SAID HIGHWAY RIGHT-OF-WAY LINE; THENCE SOUTHWESTERLY ALONG SAID HIGHWAY RIGHT-OF-WAY LINE TO THE SOUTH LINE OF SAID SECTION 20; THENCE EASTERLY ALONG SAID SOUTH LINE OF SAID SECTION 20 TO THE PLACE OF BEGINNING ACCORDING TO THE GOVERNMENT SURVEY THEREOF. PARCEL 2: THAT PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 115, RANGE 19, DAKOTA COUNTY, MINNESOTA DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER AND THE WEST RIGHT-OF-WAY LINE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD; THENCE SOUTH 86 DEGREES 49 MINUTES 18 SECONDS WEST (ASSUMED BEARING) ALONG SAID NORTH LINE A DISTANCE OF 270.47 FEET TO THE POINT OF BEGINNING OF THE LAND TO BE DESCRIBED; THENCE CONTINUING SOUTH 86 DEGREES 49 MINUTES 18 SECONDS WEST ALONG SAID NORTH LINE A DISTANCE OF 477.53; THENCE SOUTH 3 DEGREES 10 MINUTES 42 SECONDS EAST A DISTANCE OF 776.00 FEET; THENCE NORTH 86 DEGREES 49 MINUTES 18 SECONDS EAST, PARALLEL WITH SAID NORTH LINE A DISTANCE OF 401.31 FEET TO SAID WEST RIGHT-OF-WAY OF RAILROAD; THENCE NORTH 20 DEGREES 53 MINUTES 42 SECONDS EAST ALONG SAID WEST RIGHT-OF-WAY A DISTANCE OF 398.22 FEET; THENCE NORTH 14 DEGREES 59 MINUTES 12 SECONDS WEST A DISTANCE OF 421.33 FEET TO THE POINT OF BEGINNING. SITE BENCHMARKS: REFERENCE BENCHMARK #1 ELEVATION: 965.82 © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS GM EM AC EMGM AC EM GM T T TT E E TTTD D D D D D D D D D D D D D D D W W W W W WWWWWWW W W W WWWD 62' 62'25'50'106'PROPOSED INFILTRATION BASIN 50' BUIL D I N G SET B A C K PROPOSED ROADEXISTING STORM SHELTER (TO BE EXPANDED) UPPER 138TH STREET 138TH STREET WEST LOWER138TH STREET W 139TH STREET WEST BUNDORAN STREETBROUGHSHANE STREETBRIANBORN STREETBRIANBORN STREET140TH CIRCLE WEST 50' BUILDING SETBACK BRAZIL AVENUES. ROBERT TRAILCONNEMARA TRAIL W. 50' BUIL D I N G SET B A C K 35 36 37 3835363738 39 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 26 27 28 29 30 31 32 33 34 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 26 27 28 29 30 31 32 33 34 28.0'R2 5 . 0 ' PROPOSED MAILBOX RELOCATION PROPOSED PLAYGROUND PROPOSED MAINTENANCE BUILDING 3 OVERALL SITE PLAN C1.1 1" = ' (HORIZONTAL) '' 80 160.000380.00020 REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET NUMBER PROJ NO: ENG : DATE : SHEET TITLE OF3110 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: 630.598.0007WWW.CAGECIVIL.COMCAGECIVIL ENGINEERINGROSEMOUNTWOODS EXPANSION13925 BUNRATTY AVE.ROSEMOUNT, MN190087 JGN 11.18.2019 11 SITE SUMMARY STANDARD SITE: 106' X 50' PROPOSED SITES:39 EXISTING SITES:182 TOTAL SITES: 221 SEE SHEETS C2.2 & C3.2 FOR DETAILED IMPROVEMENTS SEE SHEET C4.0 FOR DETAILED IMPROVEMENTS SEE SHEETS C2.1, C3.1, & C5.0 FOR DETAILED IMPROVEMENTS SEE SHEETS C2.0 & C3.0 FOR DETAILED IMPROVEMENTS TTTTTTTTT T T T T EEEEEEESSSSDDDDDDWWWWWWW W W W W W W WWWWWWW W W SSS8" SAN 8" SAN 8" SAN EXISTING SANITARY SEWER TO BE ABANDONED IN PLACE EX SMH (TBR) EX SMH BURGUNDY AVE. SA EX. HYD EX. 6" WM EX. 6" WM 8" DI WATERMAIN V.B.EX. HYD EX. ELECTRICAL TO BE RELOCATED S. R O B E R T T R A I L CONNEMARA TRAIL W.123456 SA SA 76'15'SETBACKBUILDING SETBACK PROPERTY LOT LINE CURB & GUTTER 50'15'SETBACK5' SETBACK 20' 6" SANITARY SERVICE 3/4" WATER SERVICE B-BOX 10'10'76'15'SETBACKBUILDING SETBACK PROPERTY LOT LINE CURB & GUTTER 50'15'SETBACK5' SETBACK 20' 6" SANITARY SERVICE3/4" WATER SERVICE 10'5'10' B-BOX 1" = ' (HORIZONTAL) '' 30 60300 REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET NUMBER PROJ NO: ENG : DATE : SHEET TITLE OF3110 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: 630.598.0007WWW.CAGECIVIL.COMCAGECIVIL ENGINEERINGROSEMOUNTWOODS EXPANSION13925 BUNRATTY AVE.ROSEMOUNT, MN190087 JGN 11.18.2019 11MATCHLINE - SEE SHEET C2.14 WATER & SEWER - NORTH C2.0BRAZIL AVENUEUPPER 138TH STREET BUNRATTY AVE.CONNEMARA TRAIL W.S. ROBERT TRAILBURGUNDY AVE.KEYMAP TYPICAL LOT LAYOUT (FRONT UTILITIES) TYPICAL LOT LAYOUT (BACK UTILITIES) GMEMACEMGMACEMGMT T T T T T SSSSDDDDWWWWWWWWWWSSSSSW W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" DI WATER MAIN 8" DI WATER MAIN 8" DI WATERMAIN 8" DI WATERMAIN SA SA SA SA SA 28.0'V.B. V.B. V.B. EX. 6" WATER SERVICE UPPER 138TH STREETBUNRATTY AVE. 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 262728293031323334 HYD HYD 5' S.L. S.L. S.L. S.L. 5' S.L. PROPOSED PLAYGROUND PROPOSED MAILBOX RELOCATION 76'15'SETBACKBUILDING SETBACK PROPERTY LOT LINE CURB & GUTTER 50'15'SETBACK5' SETBACK 20' 6" SANITARY SERVICE 3/4" WATER SERVICE B-BOX 10'10'76'15'SETBACKBUILDING SETBACK PROPERTY LOT LINE CURB & GUTTER 50'15'SETBACK5' SETBACK 20' 6" SANITARY SERVICE3/4" WATER SERVICE 10'5'10' B-BOX 1" = ' (HORIZONTAL) '' 40 80400 REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET NUMBER PROJ NO: ENG : DATE : SHEET TITLE OF3110 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: 630.598.0007WWW.CAGECIVIL.COMCAGECIVIL ENGINEERINGROSEMOUNTWOODS EXPANSION13925 BUNRATTY AVE.ROSEMOUNT, MN190087 JGN 11.18.2019 11MATCHLINE - SEE SHEET C2.05 WATER & SEWER - SOUTH C2.1BRAZIL AVENUEUPPER 138TH STREET BUNRATTY AVE.CONNEMARA TRAIL W.S. ROBERT TRAILBURGUNDY AVE.KEYMAP TYPICAL LOT LAYOUT (FRONT UTILITIES) TYPICAL LOT LAYOUT (BACK UTILITIES) S S S WWWWWWWWD WW W W W W W WWWWWWWWWWWWWS 8" DI WATERMAIN SA 251 LF 6" SAN 8" DI WATERMAIN CONNECT TO EX MANOLE BRIANBURO AVE.139TH ST. W.BREMEN AVE.V.B. 35 36 37 38 39 BRAZIL AVE.PROPOSED MAINTENANCE SHED 76'15'SETBACKBUILDING SETBACK PROPERTY LOT LINE CURB & GUTTER 50'15'SETBACK5' SETBACK 20' 6" SANITARY SERVICE 3/4" WATER SERVICE B-BOX 10'10'76'15'SETBACKBUILDING SETBACK PROPERTY LOT LINE CURB & GUTTER 50'15'SETBACK5' SETBACK 20' 6" SANITARY SERVICE3/4" WATER SERVICE 10'5'10' B-BOX 1" = ' (HORIZONTAL) '' 30 60300 REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET NUMBER PROJ NO: ENG : DATE : SHEET TITLE OF3110 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: 630.598.0007WWW.CAGECIVIL.COMCAGECIVIL ENGINEERINGROSEMOUNTWOODS EXPANSION13925 BUNRATTY AVE.ROSEMOUNT, MN190087 JGN 11.18.2019 116 WATER & SEWER - EAST C2.2BRAZIL AVENUEUPPER 138TH STREET BUNRATTY AVE.CONNEMARA TRAIL W.S. ROBERT TRAILBURGUNDY AVE.KEYMAP TYPICAL LOT LAYOUT (FRONT UTILITIES) TYPICAL LOT LAYOUT (BACK UTILITIES) TTTTTTTTT T T T T DDDDDD950960952954956958970 968 972 974 965.00 MEET EX. P963.75 MEET EX. P962.00 MEET EX. P962.00 MEET EX. P BURGUNDY AVE.UPPER 138TH STREET959.9 G 959.9 G 963.7 G 967.1 G CONNEMARA TRAIL W.S. R O B E R T T R A I L 123456962 1" = ' (HORIZONTAL) '' 30 60300 REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET NUMBER PROJ NO: ENG : DATE : SHEET TITLE OF3110 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: 630.598.0007WWW.CAGECIVIL.COMCAGECIVIL ENGINEERINGROSEMOUNTWOODS EXPANSION13925 BUNRATTY AVE.ROSEMOUNT, MN190087 JGN 11.18.2019 117 DRAINAGE & GRADING PLAN - NORTH C3.0MATCHLINE - SEE SHEET C3.1BRAZIL AVENUEUPPER 138TH STREET BUNRATTY AVE.CONNEMARA TRAIL W.S. ROBERT TRAILBURGUNDY AVE.KEYMAP GMEMACEMGMACEMGMT T T T T TD DDDDDD24" FES INV = 946.50 42 LF 24" RCP @ 0.50%ST MH ST MH 29 LF 24" RCP @ 0.50% 96 LF 24" RCP @ 0.60% 24" FES INV = 946.50 24" FES INV = 936.00 45 LF 24" RPC @ 1.00% ST-3, 4' DIA MH RIM = 946.19 INV = 936.50 94093693894294494694895 0 95 2 95 4 95 6 950948952954956958944 946 948 961.02 MEET EX. P 960.00 MEET EX. P 959.25 MEET EX. P960.21 MEET EX. P961.07 MEET EX. P 963.81 MEET EX. P 963.00 MEET EX. P 962.05 MEET EX. P 964 PROPOSED INFILTRATION BASIN REQUIRED VOLUME = 4.48 AC-FT PROVIDED VOLUME = 4.74 AC-FT HWL = 941.00 BOTTOM = 935.00 UPPER 138TH STREET950.5 G 948.0 G 952.0 HP 946.19 P 948.07 P 946.2 G 945.9 G 964.2 G 963.2 G 959.0 G 958.9 G 965.9 G 949.9 G 952.0 G BUNRATTY AVE. 9.3% 2.0% 2.0%1.7%952950950952 954 956 964966968966 968 960970962962 9649669687 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 262728293031323334 961.00 MEET EX. P 961.88 MEET EX. P 948.0 LP PROPOSED PLAYGROUND PROPOSED MAILBOX RELOCATION 1" = ' (HORIZONTAL) '' 30 80400 REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET NUMBER PROJ NO: ENG : DATE : SHEET TITLE OF3110 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: 630.598.0007WWW.CAGECIVIL.COMCAGECIVIL ENGINEERINGROSEMOUNTWOODS EXPANSION13925 BUNRATTY AVE.ROSEMOUNT, MN190087 JGN 11.18.2019 11MATCHLINE - SEE SHEET C3.08 DRAINGE & GRADING PLAN - SOUTH C3.1 PROPOSED INFILTRATION BASIN CALCULATIONS TOTAL VOLUME REQUIRED WATER QUANTITY DISTURBED AREA:8.95 ACRES CURVE NUMBER 90 SOIL GROUP B-C REQUIRED VOLUME 3.73 AC-FT WATER QUALITY 1 12 AC-FT PER ACRE REQUIRED VOLUME 0.75 AC-FT TOTAL VOLUME REQUIRED 4.48 AC-FT TOTAL VOLUME PROVIDED 4.74 AC-FT PONDING MAXIMUM PONDING TIME 24 HOURS MAXIMUM INFILTRATION RATE 3 IN/HR MAXIMUM DEPTH ALLOWED 6 FTBRAZIL AVENUEUPPER 138TH STREET BUNRATTY AVE.CONNEMARA TRAIL W.S. ROBERT TRAILBURGUNDY AVE.KEYMAP D 957.91 MEET EX. P 959.62 MEET EX. P 960.83 MEET EX. P 956.07 MEET EX. P 956.13 MEET EX. P BRAZIL AVENUE139TH STREET W.BRIANBORU AVENUE35 36 37 38 39 PROPOSED MAINTENANCE SHED 1" = ' (HORIZONTAL) '' 30 60300 REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET NUMBER PROJ NO: ENG : DATE : SHEET TITLE OF3110 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: 630.598.0007WWW.CAGECIVIL.COMCAGECIVIL ENGINEERINGROSEMOUNTWOODS EXPANSION13925 BUNRATTY AVE.ROSEMOUNT, MN190087 JGN 11.18.2019 119 DRAINAGE & GRADING PLAN - EAST C3.2BRAZIL AVENUEUPPER 138TH STREET BUNRATTY AVE.CONNEMARA TRAIL W.S. ROBERT TRAILBURGUNDY AVE.KEYMAP B R A Z I L A V E N U E PAVE BRAZIL AVENUE IN ACCORDANCE WITH CITY OF ROSEMOUNT STANDARDS MEET EX. PAVEMENT MEET EX. PAVEMENT S724 '30'PROPOSED MAINTENANCE BUILDING 1" = ' (HORIZONTAL) '' 30 60.000130.00010 REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET NUMBER PROJ NO: ENG : DATE : SHEET TITLE OF3110 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: 630.598.0007WWW.CAGECIVIL.COMCAGECIVIL ENGINEERINGROSEMOUNTWOODS EXPANSION13925 BUNRATTY AVE.ROSEMOUNT, MN190087 JGN 11.18.2019 1110 BRAZIL AVENUE IMPROVEMENTS C4.0 KEYMAP BRAZIL AVENUEUPPER 138TH STREET BUNRATTY AVE.CONNEMARA TRAIL W.S. ROBERT TRAILBURGUNDY AVE. GMEMACEMGMACEMGMT T T T T T SSSSDDDDSTREET LIGHT (TYP) STREET LIGHT (TYP) STREET LIGHT (TYP) STREET LIGHT (TYP) BUNRATTY AVE.UPPER 138TH STREET7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 262728293031323334 STREET LIGHT (TYP) (TO BE REMOVED) PROPOSED PLAYGROUND PROPOSED MAILBOX RELOCATION 1" = ' (HORIZONTAL) '' 40 80400 REVISIONS THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM CAGE ENGINEERING, INC. SHEET NUMBER PROJ NO: ENG : DATE : SHEET TITLE OF3110 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: 630.598.0007WWW.CAGECIVIL.COMCAGECIVIL ENGINEERINGROSEMOUNTWOODS EXPANSION13925 BUNRATTY AVE.ROSEMOUNT, MN190087 JGN 11.18.2019 1111 SITE LIGHTING LAYOUT C5.0BRAZIL AVENUEUPPER 138TH STREET BUNRATTY AVE.CONNEMARA TRAIL W.S. ROBERT TRAILBURGUNDY AVE.KEYMAP GMEMACEMGMACEMGMSSSSSSSSSDDDDDDDDDDDDDDDDBURGUNDY AVE.UPPER 138TH STREETBUNRATTY AVE.SSSSSW W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWSW GMEMACEMGMACEMGMSSSSSSSSSDDDDDDDDDDDDDDDDBURGUNDY AVE.UPPER 138TH STREETBUNRATTY AVE.DDDTITLESHEET23217 PLANTINGPROJECT NO.FILE NAMEDRAWN BYDESIGNED BYREVIEWED BYORIGINAL ISSUE DATECLIENT PROJECT NO.BYDESCRIPTIONREVISION SCHEDULEDATEPROJECTWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,XX-XX SHEET TITLE 300 PROJ. NO (no year) XX-XXBR---11/08/19PROJ. NOL-1OVERALLLANDSCAPE PLANPLANTING ENLARGEMENT 1PLANTING ENLARGEMENT 2PLANTING ENLARGEMENT 30SCALE IN FEET3060ROSEMOUNTWOODSPRELIMINARYLANDSCAPE PLAN1.ALL PAVING (ASPHALT DRIVE AISLES AND PARKING LOT, CONCRETE SIDEWALKS,CURBS, ETC.) PER CIVIL ENGINEER.2.ALL RETAINING WALLS PER CIVIL ENGINEER.3.ALL FENCE ATTACHMENT AND FOOTING DETAILS PER CIVIL ENGINEER. ALL FENCETO BE AEGIS II, BLACK, MAJESTIC FINISH BY AMERISTAR FENCE.GENERAL NOTES:1.LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TOOWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.2.PROTECT LANDSCAPE MATERIAL NOT NOTED TO BE REMOVED.3.REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTHFROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX.4.LAWN AREAS SHALL HAVE 6" MINIMUM DEPTH OF TOPSOIL. TOPSOIL SHALL BECOMPACTED TO 85% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT.5.FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALLAPPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER RESERVES THERIGHT TO REVISE PLANTING LAYOUT AT TIME OF INSTALLATION.6.ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE ASINDICATED IN THE PLANT SCHEDULE.7.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THEPLANTING PLAN AND THE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLANSHALL GOVERN.8.OWNER RESERVES THE RIGHT TO REVISE QUANTITIES FOR CONSTRUCTION BUDGETBALANCING. CONTRACTOR'S UNIT BID PRICES SHALL HOLD TRUE FOR ANY CHANGESIN QUANTITIES.9.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES REQUIRE WRITTEN APPROVAL OFTHE OWNER'S REPRESENTATIVE AND OWNER.10.ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERYSTOCK (A.N.S.I.), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OFNURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIESLISTED MAY BE USED IF THE STOCK CONFORMS TO A.N.S.I.11.ALL PLANT MATERIAL SHALL BE GUARANTEED TO BE IN A LIVE AND HEALTHYGROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR) AFTER FINALPROJECT ACCEPTANCE. ALL DEAD DISEASED SHALL BE REPLACED FREE OF CHARGEWITH THE SAME GRADE AND SPECIES.12.SPADED EDGE TO BE PLACED AROUND AROUND ALL PLANTING BEDS THAT ABUT TURFAREAS UNLESS OTHERWISE NOTED ON PLANS.13.ANY LANDSCAPE AREAS DISTURBED BY CONSTRUCTION RELATED ACTIVITIES NOTINDICATED ON REMOVAL PLANS SHALL BE RESTORED TO ITS ORIGINAL CONDITION ATNO COST TO THE OWNER. OWNER'S REPRESENTATIVE TO APPROVE ALLREPLACEMENT LANDSCAPING.14.ALL PLANTING BEDS AND TREE RINGS TO RECEIVE 3" DOUBLE SHREDDED HARDWOODMULCH UNLESS OTHERWISE SHOWN ON PLANS. MULCH IS INCIDENTAL TO PLANTING.15.CONFIRM PEA ROCK AND 6" TIMBER EDGING PRODUCT TYPE WITH OWNER BEFOREPURCHASING PRODUCT.LANDSCAPING NOTES SSSSDDDDDBURGUNDY AVE.SW W WWWWSSSSDDDDDBURGUNDY AVE.(7) - UPQB - (1)BN - (3)BP - (4)BP - (4)(2) - QBBN - (4)PW - (3)PW - (3)(5) - CP(1) - QBTREESCODEQTYCOMMON / BOTANICAL NAMESIZEROOTREMARKSBN22River Birch Multi-TrunkBetula nigra2" CALB & BBP37Paper BirchBetula papyrifera2" CALB & BCP15Prairie Sentinel HackberryCeltis occidentalis `Prairie Sentinel`2.5" CALB & BPW15White PinePinus alba2.5" CALB & BQB19Swamp White OakQuercus bicolor2.5" Cal.B & BUP37American ElmUlmus americana `Princeton`2.5" CALB & BPLANT SCHEDULESOD/SEEDQTYCOMMON / BOTANICAL NAME290,500 SFMN-DOT Seed Mix '25-131' - Low Maintenance Turf35,200 SFMN-DOT Seed Mix '33-261' - Stormwater South & WestGROUNDCOVERBSCHEDULETITLESHEET23217 PLANTINGPROJECT NO.FILE NAMEDRAWN BYDESIGNED BYREVIEWED BYORIGINAL ISSUE DATECLIENT PROJECT NO.BYDESCRIPTIONREVISION SCHEDULEDATEPROJECTWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,XX-XX SHEET TITLE 300 PROJ. NO (no year) XX-XXBR---11/08/19PROJ. NO1PLANTING ENLARGEMENT 1PLANTING ENLARGEMENT 20SCALE IN FEET1530PLANTINGENLARGEMENTPLANROSEMOUNTWOODSPRELIMINARYLANDSCAPE PLAN GMEMACEMGMACEMGMSSSSDDDDBURGUNDY AVE.UPPER 138TH STREETBUNRATTY AVE.SSSSSW W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWGMEMACEMGMACEMGMSSSSD DDDBURGUNDY AVE.UPPER 138TH STREETBUNRATTY AVE.DDD(6) - BNUP - (15)(1) - QB(1) - QBQB - (3)QB - (1)(1) - QB(5) - BP(2) - QB(1) - BN(6) - BN(2) - BN(1) - CP(1) - UP(5) - BP(4) - UP(5) - UP(5) - UPQB - (1)CP - (2)CP - (2)CP - (1)(2) - CPBP - (3)BP - (1)CP - (1)(4) - BP(1) - CP(2) - BP(2) - QB(1) - QB(4) - BP(1) - BP(1) - QB(3) - BP(1) - BPPW - (4)PW - (3)(1) - PW(1) - PWTREESCODEQTYCOMMON / BOTANICAL NAMESIZEROOTREMARKSBN22River Birch Multi-TrunkBetula nigra2" CALB & BBP37Paper BirchBetula papyrifera2" CALB & BCP15Prairie Sentinel HackberryCeltis occidentalis `Prairie Sentinel`2.5" CALB & BPW15White PinePinus alba2.5" CALB & BQB19Swamp White OakQuercus bicolor2.5" Cal.B & BUP37American ElmUlmus americana `Princeton`2.5" CALB & BPLANT SCHEDULESOD/SEEDQTYCOMMON / BOTANICAL NAME290,500 SFMN-DOT Seed Mix '25-131' - Low Maintenance Turf35,200 SFMN-DOT Seed Mix '33-261' - Stormwater South & WestGROUNDCOVERBSCHEDULETITLESHEET23217 PLANTINGPROJECT NO.FILE NAMEDRAWN BYDESIGNED BYREVIEWED BYORIGINAL ISSUE DATECLIENT PROJECT NO.BYDESCRIPTIONREVISION SCHEDULEDATEPROJECTWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,XX-XX SHEET TITLE 300 PROJ. NO (no year) XX-XXBR---11/08/19PROJ. NOL-3PLANTINGENLARGEMENTPLANPLANTING ENLARGEMENT 30SCALE IN FEET1530ROSEMOUNTWOODSPRELIMINARYLANDSCAPE PLAN TITLESHEET23217 PLANTINGPROJECT NO.FILE NAMEDRAWN BYDESIGNED BYREVIEWED BYORIGINAL ISSUE DATECLIENT PROJECT NO.BYDESCRIPTIONREVISION SCHEDULEDATEPROJECTWITHOUT PRIOR WRITTEN CONSENT.INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,XX-XX SHEET TITLE 300 PROJ. NO (no year) XX-XXBR---11/08/19PROJ. NOL-4PLANTINGDETAILSSHRUB PLANTING DETAILSCALE: 1" = 1'-0"BACKFILL PLANTING PIT PER SHRUB PLANTINGSPECIFICATIONS WHEN PROVIDED, OR WITH NATIVESOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDEDTOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOILEXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THEDEPTH OF THE ROOTBALL / CONTAINER MINUS 3" ANDA MINIMUM TWICE THE DIAMETER OF THE ROOTBALL/ CONTAINER - TILL ALL PLANTING BEDS TO AMINIMUM DEPTH OF 6" THROUGHOUTPLACE ROOTBALL ON UNDISTURBED SOIL ANDENSURE PLANT IS PLUMBALL PLANTS TO BE INSTALLED SO THAT THE TOP OFTHE CROWN OF THE PLANT IS SLIGHTLY ABOVEFINISH GRADE 3"ROOTBALL DIA1.5 X ROOTBALL DIADEPTH OFROOTBALLCUT AND REMOVE AT MINIMUM THE TOP HALF OFWIRE BASKETS, BURLAP AND/OR TWINE, OR ENTIRECONTAINER, AND REMOVE FROM THE PLANTING PIT,SCARIFY ROOTS FOR ALL CONTAINERIZED PLANTS 5GALLONS FOR SMALLERCONTAINER DIA1.5 X CONTAINER DIA3" LAYER OF MULCH, PER PLANS/NOTESPLANPERENNIAL PLANTING DETAILSCALE: 1" = 1'-0"SECTIONSYMMETRICALSPACING1/2 SPECIFIEDPLANT SPACINGRIP AND TILL EXISTING SUBGRADE TO A 6" DEPTHALL PLANTS TO BE INSTALLED SO THAT THE TOP OFTHE CROWN OF THE PLANT IS SLIGHTLY ABOVEFINISH GRADE 3"CUT AND REMOVE THE ENTIRE CONTAINER ANDSCARIFY, AS NECESSARY, ROOTS FOR ALLCONTAINERIZED PLANTS 5 GALLONS OR SMALLEREDGE OF PLANTING BED / GROUND COVER AREAINSTALL PLANTS PER PLANS AND PLANT LISTSPACING - ALL PLANTS SHALL BE EQUALLY SPACEDTO ACHIEVE A SYMMETRICAL LAYOUT FOR BOTHTRIANGULAR AND LINEAR PLANTING SCHEMESSUBGRADE3" LAYER OF MULCH, PER PLANS/NOTESCONIFER / EVERGREEN TREE PLANTING DETAILSCALE: 1" = 1'-0"TIE NYLON STRAP AROUND TRUNK AS SHOWNCUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE BASKETS,BURLAP AND/OR TWINE AND REMOVE FROM THE PLANTING PIT.AVOID CUTTING OR SCARING ROOTS. ANY ROOTS THAT ARESCARED OR BROKEN DURING PLANTING SHOULD BE CUT CLEANAT 90 DEGREESBACKFILL PLANTING PIT PER TREE PLANTING SPECIFICATIONSWHEN PROVIDED, OR WITH NATIVE SOIL-EXCEPT WHEN IN HEAVYCLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITHNATIVE SOILEXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OFTHE ROOTBALL MINUS 3" AND A MINIMUM TWICE THE DIAMETER OFTHE ROOTBALL3" LAYER OF SHREDDED HARDWOOD MULCH MOUNDED AT EDGETO FORM A SHALLOW SAUCER - DO NOT PLACE MULCH DIRECTLYON TREE TRUNK, LEAVE A MIN. 3" RING AROUND CROWNROOTBALL DIA1.5 X ROOTBALL DIADEPTH OFROOTBALLNEVER CUT PRIMARY LEADERPRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS ANDBRANCHES IMMEDIATELY AFTER PLANTING - ALL PRUNING CUTSCLEAN AT 90 DEGREESTREES 8'+TREES 6'-8'TOP OF ROOTBALL TO BE SET ABOVE GRADE 3"1/2" WIDE NYLON STRAPPING - COLOR TO BE APPROVED BYLANDSCAPE ARCHITECT*NOTE: DO NOT STAKETREES UNLESSINDICATED.STAKING DIAGRAM,NO STAKING TREES UNDER6'REMOVE AT MINIMUM THE TOP HALF OF WIREBASKETS, BURLAP, TWINE - REMOVE THESE AND ALLNON-BIODEGRADIBLE MATURIALS FROM THEPLANTING PIT. AVOID CUTTING OR SCARING ROOTS.ANY ROOTS THAT ARE SCARED OR BROKEN DURINGPLANTING SHOULD BE CUT CLEAN AT 90 DEGREESBACKFILL PLANTING PIT PER TREE PLANTINGSPECIFICATIONS WHEN PROVIDED, OR WITH NATIVESOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDEDTOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL.DO NOT TAMP SOIL, BUT SATURATE WITH WATERTHROUGHOUT BACKFILL PROCESS.EXCAVATE PLANTING PIT TO A DEPTH EQUAL TOTHE DEPTH OF THE ROOTBALL MINUS 3" AND AMINIMUM TWICE THE DIAMETER OF THE ROOTBALL3" LAYER OF SHREDDED HARDWOOD MULCHMOUNDED AT EDGE TO FORM A SHALLOW SAUCER -DO NOT PLACE MULCH WITHIN 3" OF TRUCK. WHEN INPLANT BED, SUBSTITUTE WITH PLANT BED MULCH.ROOTBALL DIA2X ROOTBALL DIADEPTH OFROOTBALLNEVER CUT PRIMARY LEADERPRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBSAND BRANCHES IMMEDIATELY AFTER PLANTING -ALL PRUNING CUTS CLEAN AT 90 DEGREESTREES 8'+TREES 6'-8'SET ROOT FLAIR ABOVE GRADE 3"WHEN STAKED, ATTACH 1/2" WIDE NYLONSTRAPPING SNUGLY AROUND TRUCK AND, WITHSOME LOOSENESS, TO STAKES AS SHOWNNOTE: * AVOID STAKING UNLESS NECESSARY. * NO STAKING TREES UNDER 6'.STAKING DIAGRAMMUST MAINTAIN TRUNK IN VERTICAL ORIENTATIONTREE PLANTING DETAILNO SCALEUNDISTURBED SOILROSEMOUNTWOODSPRELIMINARYLANDSCAPE PLAN 2690 2691 2504 2503 2502 2693 2697 2696 2698 2699 2506 2507 2509 2510 2505 2649 2658 2657 2650 2524 25232651 25082511 2654 2653 2656 2591 2526 2527 25282525 2661 25302529 2665 2537 2662 2652 2512 2513 2567 2563 2562 2561 2516 2514 2517 2559 2560 2565 25662568 2564 2558 2518 2655 2660 2521 2522 2520 2519 2579 2578 2577 2580 2581 2584 2583 2582 2586 2585 2588 2587 2659 2685 2686 2682 2681 2683 2680 2663 2538 2539 2534 2664 2536 2535 2666 GMEM2667 2677 2684 21962595 2594 2593 2592 2532 2104 2105 2106 2107 2109 2111 2110 2102 2600 2599 2598 2590 2589 2531 2533 2108 26782679 2542 2543 2675 2674 2540 2541 2113 2114 2112 2544 2115 21192116 2117 2118 2120 2121 2123 2122 2547 2546 2124 2128 2126 2127 2125 2548 2549 2550 2132 2130 2129 2137 2133 2134 2552 2551 2553 2554 2135 2136 2144 2146 2145 2147 2557 2556 2555 2143 2142 2141 2140 2139 213826462644 2645 2643 2638 2636 2639 2640 2641 2642 2627 2629 2628 2626 2625 2630 2632 2633 2622 2103 2648 2101 2597 2637 2569 2570 2574 2575 2576 2571 2572 2573 ACEMGM2617 2618 2613 2616 2615 2614 2624 2631 2608 2609 2607 2610 2612 2623 2620 2634 2635 2601 2602 2603 2604 2605ACEMGM 2606 2619 2611 2621 26882689 2687 2676 2673 EX HYD 2671 2672 2694 2695 2692 2670 2669 2501 2515 2545 2647 2668 2OF - MAS - MAS 23217 8/2/19 CITY STATE 1 TREE SURVEY CAGE ROSEMOUNT WOODS XX-XX SHEET TITLE 300 PROJ. NO (no year) XX-XX 23217 TREE SURVEY DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, KEY PLAN I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE LIC. NO.8-2-19 45817 Mark A. Schwanz 0 SCALE IN FEET 50 100 23217 TREE SURVEY DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, 2OF - MAS - MAS 23217 8/2/19 CITY STATE 2 TREE SURVEY CAGE ROSEMOUNT WOODS XX-XX SHEET TITLE 300 PROJ. NO (no year) XX-XX KEY PLAN I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE LIC. NO.8-2-19 45817 Mark A. Schwanz MEMORANDUM To: Anthony Nemcek, Planner CC: Kim Lindquist, Community Development Director Stacy Bodsberg, Planning & Personnel Secretary Brian Erickson, Director of Public Works/City Engineer From: Stephanie Smith, Assistant City Engineer Date: December 16, 2019 Subject: Rosemount Woods Expansion - Engineering Review SUBMITTAL: The following review comments were generated from the following Rosemount Woods Expansion documents prepared by Cage Civil Engineering, dated 11/18/2019: ▫Existing Conditions Survey ▫Site Plan ▫Grading Plan ▫Utility Plan ▫Lighting Plan ▫Landscaping Plan ▫Drainage Map ▫Stormwater Management Report GENERAL: 1.The development fees below are based on the current Schedule of Rates and Fees. These fees are due with the development agreement for the acreage proposed for development. Sanitary Sewer Trunk Charge: $1,075/acre Watermain Trunk Charge: $6,500/acre Storm Sewer Trunk Charge: $6,865/acre 2.Construction documents shall incorporate City of Rosemount Specifications and Standard Detail Plates. 3.Benchmark elevation shall be labeled on the survey. 4.Existing homesites and roadways shall be sketched into the plan for clarity. Lowest opening elevations shall be shown where adjacent to grading activities. EASEMENTS: As the property is not being platted, the applicant shall dedicate paper easements as listed in the comments below prior to construction. 5.Existing and proposed easements shall be shown in the plan set. 6.Applicant shall dedicate drainage and utility easement over the public sanitary sewer line that will be relocated along Burgundy Avenue. 7. Applicant shall enter into a Stormwater Maintenance and Easement Agreement with the City for the proposed, private infiltration basin. 8. Conservation easements are required over the wetland and buffers. Signage for conservation easements shall be provided by the developer. ROADWAYS AND SIDEWALKS: The applicant proposes to continue the private street Burgundy Avenue to the south that will end in a hammerhead turnaround. Additionally, Brazil Avenue is proposed to be paved per City of Rosemount standards. 1. Street names must be labeled. 2. Proposed private streets 28 feet wide shall be signed “No Parking” on one side. 3. Staff recommends adjusting the slope of Burgundy Avenue to be no greater than 8%. 4. At intersections, the street grade shall not exceed 2.0% for the first 100’ approaching said intersection. This is measured from the curve line of the intersected street. 5. Type-III barricades, high-back curb and “No Parking” is required on the hammerhead on Burgundy Avenue. 6. Brazil Avenue shall be constructed as an urban section with barrier curb and gutter and stormwater conveyance. 7. Driveway footprints and slopes shall be shown for the proposed homesites. 8. Plans shall include construction of a trail connection to Erickson Park approximately where the existing travel path is located. WATER & SANITARY UTILITIES: The existing water and sanitary utilities on site are privately owned and maintained. The exception being an 8-inch public sanitary line that parallels Trunk Highway 3 on the western property line. 9. Watermain and sanitary sewer shall be privately owned and maintained, except the proposed realignment of the existing public sewer line in the northwest area of the project. 10. Existing utilities shall be shown and labeled on plan sheets. 11. Services shall be shown on plan sheets. 12. Connections to active mains shall be wet taps. 13. All valves on the water system shall be gate valves. A minimum of two valves is required at 3-legged intersections, and a minimum of three valves is required at four-legged intersections. 14. Gate valves are required on hydrant leads. 15. A watermain loop is not required for the end of Burgundy Avenue if a hydrant is provided for flushing. 16. Staff may permit 6-inch watermain, a departure from minimum watermain sizing requirements, on the private system if justified by hydraulic analysis and future water use. 17. Plans shall show proposed sanitary sewer material. 18. Connections to existing sanitary shall be core-drilled. 19. Access routes to backyard sanitary manholes shall be shown on the grading plan. 20. New public sanitary main shall tie into the manhole on Bonaire Path rather than installing a new structure at the north end. 21. Watermain and sanitary sewer will be revised during final design. Typical revisions will include number and placement of hydrants, gate valves and manholes. STORMWATER MANAGEMENT: The new impervious areas are proposed to drain to an infiltration basin constructed in the southwest portion of the property. The areas that will drain to the existing wetland on the northeast corner of the property are not anticipated to have an increase in impervious with the proposed plan. 22. Signage for natural areas around the pond buffer shall be provided by the developer and a 3- year maintenance warranty shall be required to ensure establishment of the naturally vegetated areas. Costs associated with the establishment of the naturally vegetated pond buffer shall be a cost of the development. 23. Pond access route shall be labeled on the grading plan. 24. Trees are not allowed to be planted over the proposed storm sewer, or within a pond access route. 25. To comply with NPDES Construction Permit requirements any soils with an infiltration rate greater than 8.3 in/hr will need to be amended. Provide infiltration basin amendment plan for review. 26. Post-construction infiltration testing utilizing an ASTM approved method will be required to show compliance with section 16.11 of the NPDES Construction Stormwater Permit. The City’s stormwater consultant, WSB, reviewed the submittal and their comments are summarized below: 27. A NPDES permit will be required prior to the start of construction. 28. An operations and maintenance agreement will need to be submitted. 29. The location and elevation of the emergency overflow from the proposed basin should be added to the plans. 30. No erosion control plan was provided. An erosion control plan and SWPPP should be submitted. 31. Any proposed driveways should be shown on the plans with the driveway slopes called out. 32. The bottom of the proposed infiltration basin is called out at 935 on sheet C3.1 but there is an existing 934 contour being shown within the basin. The bottom contour surface area is what will be used to confirm infiltration requirements are being met. 33. Applicant should confirm drainage isn’t be routed towards any proposed structures. From the grading shown on sheet C3.0 it appears backyard will be routed to any proposed structure on lot 1 and on sheet C3.1 it appears offsite drainage will be directed to any structures on lots 7-14. 34. Rational method storm sewer calculations and a catch basin drainage area map for all proposed storm sewer should be submitted for review to confirm the storm sewer is being sized for a 10-year storm event. This should include what is being routed to the 24” FES north of Lot 7. This should include any offsite drainage draining to the catch basins/inlets. 35. It is recommended storm sewer be routed under the curb and gutter within the roadway from north to south to the proposed basin rather than discharging to the ditch behind Lots 15-22. Without knowing how much water will discharge to the ditch, there is a concern with using the ditch to route drainage to the proposed basin. 36. Profile views of the proposed storm sewer should be included in future submittals. Watermain and sanitary sewer should also be shown on the profiles to confirm there aren’t any conflicts. 37. Invert information for the proposed ST MHs should be added to sheet C3.1. 38. A 0.1-foot drop should be added at each storm structure were possible. 39. Casting information for the proposed storm structures should be included in future submittals. 40. All applicable City standard detail plates should be added to the plans. 41. The drainage narrative states that a 3 in/hr infiltration rate is justified based on infiltration tests done in the field. Applicant should submit the referenced infiltration tests. 42. Existing conditions modeling for the 2-, 10-, 100-year and 10-day snowmelt event should be included for review. An existing conditions drainage map should also be submitted. 43. Modeling for the 2- and 10-year as well as the 10-day snowmelt event for proposed conditions should be included with future submittals. 44. The pond report should be included with future submittals to confirm the Hydraflow modeling matches what is being shown in the plans. 45. A MSE 3 distribution should be used for all storm events. 46. The existing and proposed impervious for OS-1 should be added to the proposed drainage area map. 47. Proposed drainage area OS-2 is noted to drain to the northeast basin on the drainage area map. Applicant should remove this area from what is being modeled as draining to the proposed basin. Applicant should include any offsite drainage to the proposed basin in the modeling to get an accurate HWL and discharge rate from the proposed basin. 48. Minimum low floor and low opening for any proposed structures should be included on the plans to confirm freeboard requirements are being met. 49. Per the City’s Engineering Guidelines, pretreatment to NURP standards must be provided prior to discharging into an infiltration basin. Applicant should reference the City’s Engineering Guidelines for further information. Should you have any questions or comments regarding the items listed above, please contact me at 651-322-2015. Attachments: WSB Memorandum Re: Rosemount Woods Plan Review dated 12/12/2019 I r4o-semo nt W00d6 August 1, 1991 Lisa Freese P.O.Eox 510 Rosemount, MN 55068 Dear Lisa: NHD PROPERTY MANAGEMENT CO. 3010 Plaza VII Tower 45 South 7th Street Minneapolis, NIN 55402-1607 Rosemount, Minnesota 56068 — Phone: 612-423 -4240 At the inception of Rosemount Woods Mobile Home Park the lots were established to accommodate the popular 14'X70' manufactured home. The lots are 50'X100'. The criteria set forth at the time construction of the park required the home to be installed on the lot 15' from the curb in front of the home and 15' from the lot line in the back of the home. Within the last couple of years the Manufactured Housing Industry has built a 161X80' which has become very popular throughout the state. At this time we would like to request an addendum to the PUD to allow us to install the newer 161X 80' if the need should arise. This would leave 10' from the curb in front of the home and 10' from the lot line in the back of the home. We feel this is necessary to keep Rosemount Woods the best mobile home park in Dakota County and also maintain our standards as part of the city of Rosemount. Thank you. Sincerely, Jack Ric ter Site .Manager Rosemount Woods Mobile Home Park CC: S. Durand, CEO D. Steinbaugh, CPM PLANNED UNIT DEVELOPMENT AGREEMENT ADDENDUM I ROSEMOUNT WOODS AGREEMENT dated , 1991, between the CITY OF ROSEMOUNT, a Minnesota municipal corporation (the City"), and NHD ROSEMOUNT WOODS ASSOCIATION, a Minnesota Limited Partnership consisting of Graydon K. Newman, F. Peter t Herfurth and Sandra L. R. Durand (the "Developer"). I. 1. Revised Planned Unit Development Approval. The City has previously approved a Planned Unit Development for ROSEMOUNT WOODS" (the "development"), by Agreement dated November 17, 1981. Except to the extent that it is specifically modified by this Agreement, that Agreement shall remain in full force and effect. 2. Setbacks and Placement. The Planned Unit Development Agreement dated November 17, 1981 required setbacks as specified on Exhibit A, Required Setbacks. To accommodate a sixteen (16) by eighty (80) foot manufactured home, the required rear yard setback shall be five (5) feet. Front and side yard setback shall be as specified in Exhibit A. Sixteen 16) by eighty (80) foot manufactured homes shall not be installed on adjoining back to back lots. 3. Utility easement. The City shall not be responsible for any costs associated with encroachment into the fifteen 15) foot utility easement through the placement of a sixteen (16) by eighty (80) foot manufactured home. 4. Notices. Required notices to the Developer shall be in writing and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: NHD Rosemount Woods Assoc. Ltd. Partnership, 3010 Plaza VII Tower, 45 7th Street South, Minneapolis, MN 554020 j t IN WITNESS WHEREOF, the parties hereunto set their hands the day and year first above written. CITY OF ROSEMOUNT Vernon Napper, a or 3rteph96Jilk, A Yinistrator NHD ROSEMOUNT WOODS ASSOCIATION LTD. PARTNERSHIP 4,,ck Rich-'er, Authorized Agent 2 NHD August 7, 1991 Ms. Lisa Freese, Planning Cca nissioner P.O. Box 510 Rosemount, MN 55068 Dear Ms. Freese: The purpose of this letter is to establish Jack Richter as an authorized agent for the benef it of NHD Rosemount Woods Association, Limited Partnership . As an agent for Rosemount Woods Jack is unpowered to sign an addendum to the Program Urban Development plan currently in place for Rosemount Woods MHC . , that would allow the installation of 16' X 80' homes in our park. The full name of the partnership is: NHD Rosemount Woods .Association, Limited Partnership. The three principals are: Graydon K. Newman, Jr., General Partner 45 S. 7th Street, Mpls., NN 55402 F. Peter Herfurth, General Partner 45 S. 7th Street, Mpls., MN 55402 Sandra L.R. Durand, General Partner 45 S. 7th Street, Mpls., MLT 55402 If I can be of any further assistance please call. Sincerely, Sandra L.R. Durand, CPM President SLRD:nes Aon Newman, Herfurth & Durand Property Management Company 3010 Plaza VII Tower, 45 South 7th Street, Minneapolis, MN 55402-1607 612 349-6900 FAX 612 349-6989 CITY OF ROSEMOUNT EXECUTIVE SUMMARY FOR ACTION CITY COUNCIL MEETING DATE: August 20, 1991 AGENDA ITEM: Rosemount Woods Mobile Home Court - PUD Addendum AGENDA SECTION: New Business PREPARED BY: Lisa AGENDA I M # Freese, Director of Planning ATTACHMENTS: Ltr of Request, Ltr Designating APP OVED BY: Authorized Agent, PUD Addendum I. Exhibit A, Resolution. G il Z/, r The Rosemount Woods Mobile Home Park was developed in the 1980s when the 14' by 70' manufactured home was the industry standard. Within the last few years the manufacturing housing industry has been building a 16' by 80' home which is increasing in popularity within Minnesota. Rosemount Woods currently has a request to install one of these homes at the park. The setbacks agreed to under the original PUD agreement will not accommodate the placement of this home. In order to be able to accept these types of homes, Rosemount Woods has requested an amendment to the original front and side yard setbacks. Their request is for a 10 yard front and rear setback. The current front and rear yard setbacks are 151. The side yard setbacks would remain unchanged. There is a 15' utility easement in the rear yard, but all of the utilities are shallowly installed in very close proximity to the rear lot lines. The utilities are installed and owned by the development, not the city. All of the homes are currently setback 15 feet in the front yard. The front yard setback should remain at 15 feet in order to maintain the aesthetic continuity of the development and maintain visibility on the corner lots especially since the homes can be placed further into the rear yard without affecting utilities or resulting in building code violations. Therefore, Planning staff is recommending that for 16' by 80' manufactured homes the rear yard setback would be 5 feet. All other homes would need to meet the original PUD setback requirements. The Planning Commission reviewed this request at the August 13 Regular Meeting and recommended approval of a 5' rear yard set back for an 16' by y80' manufactured home installed in the park. They also recommended that the installation of the 16' by 80' homes be restricted so that only one home of this size could be placed on adjoining back to back lots. RECOMMENDED ACTION: A motion to approve a resolution adopting Addendum I of the Planned Development Agreement which allows a 5 foot rear yard setback for 16' by 80' manufactured homes and restricts the placement on adjoining back to back lots if installed in Rosemount Woods, COUNCIL ACTION: J'TKEE! Uti/ity basement CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 1991- A RESOLUTION GIVING APPROVAL TO ADDENDUM I OF THE ROSEMOUNT WOODS PLANNED UNIT DEVELOPMENT PLAN WHEREAS, the City of Rosemount has received a revision to the Rosemount Woods Planned Unit Development Agreement (PUD), known as Rosemount Woods Planned Unit Development Agreement Addendum I. WHEREAS, the Rosemount Woods PUD Addendum I modifies required rear yard setbacks and restricts placement for sixteen (16) by eighty (80) foot manufactured homes. WHEREAS, the Planning Commission of the City of Rosemount has reviewed and has recommended approval of Rosemount Woods Planned Unit Development Agreement Addendum I. NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Rosemount hereby approves Addendum I of the Rosemount Woods Planned Unit Development Agreement. ADOPTED this 20th day of August, 1991, ATTEST: Susan M. Walsh, City Clerk Motion by: Voted in favor: Voted against: Vernon Napper, Mayor Seconded by: