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Contact Information Land Division/Site Plan/CUP
Applications Updated: 11/12/13
Town of Middleton 7555 W. Old Sauk Road Verona, WI 53593-9700
Phone: 608-833-5887 Fax: 608-833-8996
The Town of Middleton Plan Commission meets on the first Wednesday of the month at 7 p.m. at Town Hall, 7555 W. Old Sauk Road. Land Division, Site Plans and Conditional Use Permits (CUP’s) and accompanying information must be submitted 21 days prior to the Commission meeting where action is requested for review and agenda placement. In addition to the required hard copies, electronic copies are required – contact the Town Clerk and Town Engineer for desired formats.
Plat name or other identifying description (completed by Applicant/Land Divider):
Plat Name or Site Description:
Section Number: Number of Lots:
Acres Involved: Other:
Total acreage including contiguous lands owned by Owner/Applicant/Land Divider:
Escrow Deposit Amount: Date Escrow Deposit Made:
Contact Information (completed by Applicant/Land Divider)
Applicant/Land Divider:
Address:
Phone: Fax: E-mail:
Owner:
Address:
Phone: Fax: E-mail:
Surveyor:
Address:
Phone: Fax: E-mail:
Engineer:
Address:
Phone: Fax: E-mail:
Attorney:
Address:
Phone: Fax: E-mail:
Meadow Road Estates
1316.12
32
8201 Mayo Drive, Suite 111, Madison, WI 53719608-845-1550 [email protected]
Jeff Haen - Haen Real Estate
Jeff Haen - Haen Real Estate8201 Mayo Drive, Suite 111, Madison, WI 53719
608-845-1550
D'Onofrio, Kottke & Associates, Inc.
D'Onofrio, Kottke & Associates, Inc.
7530 Westward Way, Madison, WI 53719608-833-7530 [email protected]
7530 Westward Way, Madison, WI 53719608-833-7530 [email protected]
16.12
$10,000
999 Fourier Drive, Suite 201
Madison, Wisconsin 53717 (608) 826-0532 phone (608) 826-0530 FAX www.vierbicher.com
December 30, 2014 Chair and Members of the Town Plan Commission Town of Middleton 7555 W. Old Sauk Road Verona, WI 53593 Re: Meadow Road Estates Final Plat Town of Middleton Dear Ms. Schmidt and Plan Commission Members: We have completed our review of the following documents for the Final Plat of Meadow Road Estates:
• Final Plat Submittal Application (received December 17, 2014) • Final Plat (received December 17, 2014) • Declaration of Covenants, Restrictions, Conditions, and Easements (received December 17,
2014) • Final Plans and Specifications (received December 17, 2014) • Stormwater Management Study (received December 29, 2014) • Engineer's Opinion of Probable Cost (received December 29, 2014) • Landscape Plan (received December 18, 2014) • Design Requirements for Public Improvements (received December 17, 2014) • Written Description of Land Division (received December 17, 2014) • Swale capacity calculations dated 12-11-14 (received December 17, 2014)
The following are comments from our review: Final Plat (received December 17, 2014) 1. The Meadow Road Estates Plat consists of 13 single-family residential lots and 2 outlots, with an
area of 16.12 acres including right-of-way. Lots will be accessed by the extension of Felton Drive from Glacier’s Woods to Meadow Road. Two short stub streets are also proposed to provide access to unplatted lands immediately north and south of the proposed plat. The plat is being proposed as a cluster subdivision in the Town Transition Zone. The single family lots range in size from 31,532 square feet to 65,353 square feet. Outlots 1 and 2 measure 31,149 square feet and 47,411 square feet, respectively.
Outlot 1 will contain stormwater management facilities. Outlot 2 will contain stormwater management facilities and easements for Public Recreational Trails.
2. The preliminary plat received recommendation for approval from the Town Plan Commission on
November 5, 2014.
vision to reality
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December 30, 2014 Page 2
3. The preliminary plat received approval from the Town Board on November 17, 2014, subject to the Vierbicher letter of October 29, 2014, providing trail easements as requested by the Town Park Commission, payment of $27,060 (12 new lots x $2,255/lot) in park fees in lieu of land dedication, using building setbacks as required by Dane County, and providing a tree survey that is acceptable to the Town Engineer.
4. In the Transition Zone, open space required for lots 1-5 and 7-13 must be provided in areas other than in street right-of-ways or parks. The open space required for a cluster lot the transition zone is 10,000 square feet plus 32,700 minus the lot size for lots between 20,000 and 32,700 square feet, and 5,000 square feet for lots between 32,700 and 65,000 square feet. No open space is required for lots with areas greater than 65,000 square feet (lot 6). Total open space provided from the two outlots is 78,560 square feet. A total of 66,168 square feet of open space is required with this plat. The applicant is providing more open space than what is required. Six of the twelve lots requiring open space (50%) abut non-right-of-way open space (which is at least 50’ minimum depth), as required by Town ordinances. The proposed development density is 1 lot per 54,014 square feet, which is lower than the maximum of 1 lot per 50,000 square feet and is therefore acceptable.
5. Cluster lots must be at least 80% of the size of existing adjacent lots. Proposed Lot 6 is larger than
the adjacent Lot 14 in Glacier’s Woods. Proposed Lot 7 is 33,242 square feet which is 80% of the adjacent Lot 15 of Glacier’s Woods which has an area of 41,551 square feet, and therefore does meet the requirement.
6. Currently, the property where the proposed plat is located is zoned A-1 (Agriculture District). No rezoning is proposed or required for a single family residential subdivision
7. Two street stubs are proposed to run north and south off of Felton drive to provide a street
connection to unplatted lands to the north and south of the proposed plat. The street stubs are in an acceptable location.
8. The Town trails plan indicates a desired connection between Meadow Road and existing development west of the proposed plat (see Special Trail segment 2 on the Town Bicycle and Pedestrian Route map contained in the 2013 Comprehensive Outdoor Recreation Plan). On November 10, 2014, the Town Park Commission recommended to the Board to obtain a 15’ Public Recreational Trail easement for a grass trail along the northern edge of Outlot 2 and a 15’ Public Recreational Trail easement for a crushed stone trail along the eastern or western lot line of Lot 8 from Felton Drive north to the trail easement in Outlot 2. This is reflected, including the Public Recreational Trail easement along the eastern lot-line of Lot 8, in the Final Plat. On December 29, 2014, Town staff and the Town engineer walked the proposed Public Recreational Trail easements with a representative of the developer. It was determined that the Public Recreational Trail easement through Outlot 2 shall be 25’ wide to avoid the need for removal of a number of mature trees. It was also determined during the onsite meeting that the second easement will be placed on the eastern lot line of Lot 8 (lot line between lots 8 and 9). These changes shall be shown on the final plat and accompanying engineering plans.
9. The following note shall be placed on the face of the final plat:
"Outlot 2 and Lots 8 and 9 are subject to a Public Recreational Trail Easement to the Town of Middleton. The Town of Middleton, as owner of the Public Recreational Trail, shall generally have the right to improve, repair, maintain, and allow public use of the Public Recreational Trail easements as the Town from time to time determines."
December 30, 2014 Page 3
10. Per its motion of conditional approval at its November 17, 2014 meeting, the Town Board determined that a park fee of $2,255 per lot will be required in lieu of parkland dedication. A total fee of $27,060 (12 new lots x $2,255/lot) shall be paid prior to the Town signing the final plat.
11. Evidence that the plat has been forwarded by the developer’s surveyor to the utility companies
to solicit their comments and to request easements necessary to serve the plat shall be provided to the Town Engineer.
12. Each lot will be required to have adequate area and suitable soils for the septic systems required by Dane County.
13. The Applicant will be required to remove or cut back vegetation along Meadow Road to ensure
that the Town’s minimum Clear Zone is provided.
14. The Intersection sight triangle, planned vegetation removal, and intersection grading shall be shown on construction plans.
15. The final subdivision plat shall be fully compliant with Chapter 236, Wis. Stats., Dane County Subdivision Ordinances, and Town of Middleton Subdivision Ordinance.
16. The applicant has submitted a deed, quit claim deed, and title commitment to the Town with the preliminary plat. The Town Attorney will provide direction on what updated title work will be required at this time.
17. Landscape buffers are required across the entire frontage on collectors like Meadow Road.
Because of the location of Outlot 1, the homes south of Felton Drive will be set far enough away from Meadow Road that a landscape buffer will not be required across the frontage of Outlot 1. The 80’ Landscape buffer easement is shown on the face of the plat across the Meadow Road street frontage for Lots 12 and 13 as required.
18. A temporary turnaround easement exists at the present end of Felton Drive in Glacier’s Woods.
The Applicant shall be responsible for recording a vacation or release of the turnaround easement. The Applicant shall also be responsible for modifying the street pavement, ditches, driveways and culverts as necessary to result in a typical through Town roadway.
19. The minimum low openings indicated on the engineering plan for all lots except Lot 13 shall also
be indicated on the Plat. The low openings shall be referenced to United States Geological Survey (USGS) datum and indicated as such on the final plat with a benchmark.
20. Any wells on site that are not going to be used in the future shall be properly abandoned and
documented as required by state and Dane County laws and codes. 21. Public Stormwater drainage easements are shown on portions of lots 1-5 and 10 and 11. A width
of 20 feet is indicated for the easements on the final plat. These widths shall be modified as necessary upon final approval of the stormwater report. The engineering plans indicate that a storm sewer will cross the north edge of Lot 12. A 20' wide public storm sewer easement shall be shown at this location on the final plat and on the construction plans. This width is also subject to final approval of the stormwater report. If stormwater drainage easements for other lots are required based on the final stormwater report, they shall be shown on the final plat.
22. A maintenance agreement with the Town will be required for all stormwater facilities. Stormwater facility easements in Outlots 1 and 2 are shown to be granted to the Meadow Road Estates Homeowner’s Association.
December 30, 2014 Page 4
23. Proof of stormwater management plan approval from Dane County must be provided to Town Engineer.
24. A small area of 20% slopes is indicated on the preliminary plat. This area shall be identified on the final plat.
Declaration of Protective Covenants, Restrictions, Conditions and Easements (received December 17, 2014)
1. Section 4.3.d. – The word “Address” should not be underlined.
2. Section 4.6 – If his section is intended to refer to the entire document, it should read:
“The ACC shall have the right to grant a variance to any of the covenants and restrictions in this Declaration, provided that the Town of Middleton also approves the variance.”
3. Section 5.2 – Several lots adjacent to stormwater basins have minimum low opening elevations on the plat. Those lots and elevations shall be noted here as well. Use restrictions within public drainage easements and width of drainage easements should also be included here. The fourth sentence of Section 5.2(a) shall be changed to read: “No owner shall alter the Drainage System without the prior written consent of the Declarant and the Town of Middleton.”
4. Section 5.6 – Town policy now requires the Declarant to wait a minimum of one calendar year between the installation of the binder and surface course of asphalt on public streets. The Town also requires that any driveways that are built prior to placement of the surface course must match the elevation of the binder course. For concrete driveways built before surface asphalt is placed, the concrete must also match the binder asphalt elevation and be built with a control joint 3’ from the asphalt roadway edge. At the time the surface course is placed, the last 3’ of concrete (or a similar length of asphalt pavement for asphalt driveways) shall be removed and replaced to match the surface asphalt elevation at the Declarant or lot owner’s expense. The first three paragraphs of this section shall be revised to incorporate these new Town policies.
5. Section 5.16 – For clarity, this section should note that basketball equipment is not allowed in any Public Street right of way, Public Drainage easement, Outlot or Public Recreational Trail easement. A similar note shall be added to Section 5.18.
6. Section 5.17 – The post office may require grouping of all mailboxes in one location. If this is the case, this section may require modification. In addition, it shall be determined if the planned location will require any modification to roadside grading and/or limit access to one or more lots. Mailbox and post placement are subject to the rules of the US Postal Service and Town of Middleton ordinances.
7. Section 5.19 – The exact location for the well on Lot 13 has not been provided. This section may
need to be modified depending on its location.
8. Section 5.22 – 20% slopes exist on this plat. This document should indicate where those slopes exist and restrict disturbance of such without Town consent.
9. Section 6.3 – Trees and other plantings recommended by the Town should be identified in this
section as the preferred landscaping elements, or reference to said list should be provided here. Plantings discouraged by Town ordinances shall also be listed or referenced.
December 30, 2014 Page 5
10. Sections 6.5 and 6.6 – Owners may not install fences or walls that restrict public access to the two
Public Recreational Trail easements or that encroach upon any public stormwater drainage easement.
11. Section 9.2(b) – This section should include an addition following "Dane County Register of
Deeds" reading "...and approved by the Town of Middleton, but in the case of the Town only with respect to sections 5.1, 5.2, 5.3, 5.6, 5.7, 5.8, 5.9, 5.16, 5.17, 5.18, 5.19, 5.20, 5.22, 5.23, 6.5, 6.6, 7.4, 8.4, 9.1, 9.2, 9.5, 10.2, 10.3, 10.4, and 10.5 hereof." The list identified here is subject to revisions upon review of a revised document.
12. Section 9.5 – This section shall indicate those sections the Town has authority to enforce. Those sections shall be identified after the document has been further revised.
13. Article 10 – This article shall include a section clarifying the Town’s interest and authority in locating, improving, and maintaining Public Recreation Trails within any lot and outlot easements, including declarations concerning Trail maintenance. The vision corner easement shall also be to the benefit of the Town of Middleton.
14. Section 10.3 – This section shall also indicate that the Stormwater Management and drainage
easements are in favor of the Town of Middleton. This document shall include maintenance provisions for the stormwater management and drainage facilities. The Town requires an easement over public stormwater facilities so that they can perform maintenance if the owner does not. However, the Town will not be the primary party responsible for routine maintenance. The document shall also detail how the Town may repair stormwater management facilities or drainage improvements and assess the costs to the Association if the Association fails to do so after receiving notice from the Town.
15. Section 10.4 – This section needs to be expanded to detail what will be allowed (stormwater management facilities, Public Recreational Trails, etc.) and prohibited (no buildings, septic systems, etc.) in the outlots, and what the ground cover will be and how it will be maintained (mowed, etc.) and who has access to the outlots, etc.
16. Section 10.5 – The buffer width indicated is inconsistent with the width indicated on the plat. This section shall detail who maintains the plantings in the buffer, what maintenance will consist of and who will be responsible to replace dead plantings, etc.
Construction Plans/Project Specifications (received December 17, 2014) Construction Plans The construction plans provided are incomplete. Further refinement and design information is needed before the plans can be accepted for construction. Once provided, the additional information requested may spur additional comments and revisions to the plans. The plans as presented do provide sufficient detail to comment for Final Plat approval. Specific sheet comments follow. The applicant shall review and revise or provide additional information as appropriate. Sheet 1
1. The sheet index should be updated to list all the sheets in the plan set. Sheet 2
2. Rip-rap pad information provided here is incomplete. No sizing calculations supporting the proposed rip rap pad dimensions or size of rip-rap have been provided.
December 30, 2014 Page 6
Sheet 3
3. More rock check dams are needed especially along the drainage way at the rear of lots 1 through 4. A section of this swale along Lots 1 and 2 will be constructed at a 10% grade. The calculations provided for the swale here shall be reviewed and suitable reinforcement for this drainage swale shall be recommended.
4. The minimum opening elevations (MOE) shown for lots 7 and 8 are below the adjacent drainage swale elevation.
5. The grading plan does not show any roadside swales adjacent to lots 6, 7 and 8. 6. The grading plan contours shown would require filling in lot 6 (beyond the disturbance limits
shown) in order to not create a ponded condition in the lot. 7. The Town has typically required creating a berm on the backside of roadside ditches to contain
runoff in the right-of-way in conditions where the grade falls away from the right-of-way. 8. The areas where erosion control matting will be required along with the type of mat shall be
indicated. 9. A full size (22X34) grading plan should be provided. 10. The grading along Meadow Road adjacent to Lots 12 and 13 is not shown. More detail about
the proposed grading in this location is needed. 11. The proposed stormwater basin in Outlot 1 has a 100 year water surface elevation of 1055.61.
The top of berm and grading around the basin shall be adjusted to provide 1 foot of freeboard. 12. A safe overflow route for the bioretention basin in Outlot 2 shall be provided.
Sheet 4
13. Drainage areas (acreages) are not listed and are not correlated to the calculations provided. A clear map with areas and curve numbers (‘C’ values) shall be provided.
14. Calculations confirming the capacity of 18 and 15 inch culverts at 0.4% slope were provided. The proposed minimum culvert sizes shown are 18 inch culverts at 0.70% slope. An explanation shall be provided.
Sheet 5
15. The plans call for removing the existing cul-de-sac and driveway culvert west of the development. Information concerning how this area will drain after construction is completed shall be provided. This area would also be “disturbed” as a part of construction and should be included in the limits of disturbance.
16. A culvert for the Public Recreational Trail between lots 7 and 8 (to be moved to the lot line between Lots 8 and 9 as noted above) will be necessary. The plans shall be revised to include the slope and invert elevations.
17. The typical section shown on this page does not match the typical section on sheet 13. The references to “Gradation No. 1, 2, and 3” shall be updated to current WisDOT call-outs (3”, 1-1/4” and ¾” respectively).
18. No ditch profiles have been provided as requested on the Town Design Requirements checklist. This information shall be added to the plans.
Sheet 6
19. Additional spot grades are necessary to evaluate the Harvest Glen Drive intersection. Elevations over the proposed culvert crossing the intersection have not been provided. The additional information shall be provided.
20. The culvert profile should be added to this sheet to confirm the proposed ditch grades along Felton Drive work.
Sheet 7
December 30, 2014 Page 7
21. Additional spot grades are necessary to evaluate the Eaton Terrace and Meadow Road intersections. It may be necessary to adjust the grade break location on Felton Drive profile further west in order to prevent flat spots within the intersection.
22. Based on the traffic counts provided, the geometry of the Felton Drive intersection with Meadow Road should be revised to provide a “Type C” intersection dimensions.
23. Elevations over the proposed culvert crossing the intersections and crossing Felton Drive have not been provided. The additional information shall be provided.
24. The culvert profile at Eaton Terrace should be added to this sheet to confirm the proposed ditch grades along Felton Drive work.
25. The ditch profiles are necessary on this sheet to confirm runoff from the west is carried through to the proposed stormwater management facilities.
26. The slope and invert elevations for the culverts crossing Felton Drive shall be added. 27. Rip-rap protection for the cross culvert discharge and drainage swale discharging to the
detention facility in Outlot 1 shall be added. It may be necessary to rip rap through the safety bench at this location.
Sheet 8
28. Drainage around the south end of the temporary turn-around will be on Lots 4 and 5. Drainage easements for this drainage should be provided.
29. The profile for the street should show the drainage swale at the south end of the road and how the grading will blend into the adjacent property.
Sheet 9
30. Drainage around the north end of the temporary turn-around will be on Lots 11 and 12. Drainage easements for this drainage should be provided.
31. The profile for the street should show how the drainage will be conveyed to Outlot 2, the storm sewer crossing the profile, and how the grading will blend into the adjacent property.
32. How the Public Recreational Trail in Outlot 2 will be connected to the tee turn-around shall be clarified on the plans.
33. A separate plan and profile sheet for the storm sewer discharge from Outlot 2 to Meadow Drive should be provided. The type of pipe to be installed is not specified on this page.
Sheet 10
34. The provided plans do not make clear if the sight line shown from Felton Drive to the north along the ditch feasible with the existing topographic conditions. Cross sections on Meadow Road should be provided. Grading of the ditch and bank may be required.
35. Additional detail on how the Outlot 1 stormwater basin will discharge to the existing Meadow Road ditch and cross culvert is needed. This includes ditch grades and proposed overflows from the facility.
36. The profile of the culvert crossing Felton Drive should be added to this sheet along with the proposed ditch profile along Meadow Road.
Sheet 11 (Landscape Plan, see comments in separate section) Sheet 12
37. Detail for the Rock Check Dam references a sump which is not shown in the detail. Sheet 13
38. The dimensions listed for the Crushed Stone Public Recreational Trail are not consistent. Sheets 14 through 18 (cross sections)
39. The cross sections shall be revised to show the right-of-way and proposed ditching comments noted earlier.
40. Cross sections for Meadow Road shall be added to the plans
December 30, 2014 Page 8
41. Cross sections for station 12+50 Harvest Glen and Eaton Terrace shall be revised to depict the temporary tee turn around and the grading in this area.
42. The discharge piping for the Bioretention basin reference ADS pipe. The construction plans (sheet 9) do not have a material reference. The Opinion of probable cost appears to have estimated this section of piping as RCP pipe. The appropriate pipe shall be determined and the plans revised for consistency.
Construction Plan Notes:
43. The Public Recreational Trail on the north side of the site and the internal connector Public Recreational Trail rail may be constructed at the same time as this project. The Town Board will review the final plat to determine when they will be built and if culverts may be needed adjacent to Meadow Road, Felton Drive, or the proposed Eaton Terrace stub.
Project Specifications The project specifications are similar in scope to those provided on other development projects in the Town. There are a couple of items that should be added to the final project specification. Specifically, the following details shall be added:
44. Special provisions for the storm sewer and inlets to be provided as part of the project shall be included. The expected strength class of RCP pipe should be included. CMP specifications should be provided to ensure all metal piping is “aluminized” rather than galvanized. ADS piping (if used, see note 42) should be smooth interior wall pipe and is not permitted to be installed within the public right of way. If used, ADS piping may only be installed in outlots and private lots.
45. Storm sewer culvert markers should be consistent with the color and type of installation the Town typically uses. Jerry Wagner shall be contacted for additional information on the specific product to be provided.
46. The “TOWN OF MIDDLETON PUBLIC INFRASTRUCTURE INSPECTION AND TESTING POLICY” shall be included in the specifications.
Stormwater Management Plan (received December 29, 2014) 1. The Stormwater Management Plan was not received until December 29, 2014. With the late
submittal, we were not able to provide review comments by the date of this letter. However, we plan to provide such review comments by a separate letter prior to the January 7, 2015 Plan Commission meeting.
Engineer’s Opinion of Probable Cost (received December 29, 2014) 1. Items included in the Opinion of Probable Cost should be checked for consistency against the
construction plans once approved. The pricing provided is acceptable if the quantities and materials of construction are confirmed.
Landscape Plan (received December 18, 2014) 1. Based on the amount of frontage, the landscaping requirements are 6 plant units. The submitted
landscape plan includes an appropriate number of new plantings to fulfill the applicable requirements.
2. The proposed plant selections comply with the Town's lists of desired and unsuitable species.
3. Applicant shall ensure that plantings are made in the required landscaping buffer, but kept
clear of the vision corner.
December 30, 2014 Page 9
Design Requirements for Public Improvement Checklist (received December 17, 2014) 1. Comments regarding this are addressed in other parts of this review letter. Miscellaneous 1. A draft developer agreement dated December 30, 2014 is attached. The document will be
finalized and approved prior to the final plat approval.
2. Restrictions for Maintenance of Stormwater Management Measures shall be provided.
Sincerely,
Colin Punt CPP cc: Town of Middleton Board Town of Middleton Park Commission
David Shaw, Administrator, Town of Middleton Tom Voss, Town Attorney, Erbach & Voss, SC Jeff Haen, Haen Real Estate, 8201 Maoy Drive, Suite 111, Madison, WI 53719 Nathan G. Oswald, E.I.T, D’Onofrio Kottke and Associates, Inc. Rod Zubella, PE, Vierbicher
M:\Middleton, Town of\140005_2014 Engineering Review\Task 8 Haen Subdivision Meadow Road\Plan Comm Ltr-Meadow Road Estates Final Plat Review 1214.docx
vision to reality R e e d s b u r g ( 6 0 8 ) 5 2 4 - 6 4 6 8 | M a d i s o n ( 6 0 8 ) 8 2 6 - 0 5 3 2 | P r a i r i e d u C h i e n ( 6 0 8 ) 3 2 6 - 1 0 5 1
999 Fourier Drive, Suite 201 Madison, Wisconsin 53717 (608) 826-0532 phone (608) 826-0530 FAX www.vierbicher.com
January 21, 2015 Chairman and Members of the Town Board Town of Middleton 7555 W. Old Sauk Road Verona, WI 53593 Re: Meadow Road Estates Final Plat Town of Middleton Dear Mr. Breunig and Town Board Members: On January 7, 2015, The Town Plan Commission conditionally approved the Final Plat for Meadow Road Estates. One of the conditions was that the developer provides additional stormwater information to the Town for review before the Town Board would consider approval of the Final Plat. The information required was to allow the Town to confirm that adequate land had been set aside for stormwater management within the plat. We received revised stormwater report and calculations on January 16, 2015. The information provided confirms that the plat areas designated for stormwater management are adequate. This should satisfy the condition placed on the plat by the Plan Commission. However, construction plans and design details are needed before the plans can be accepted for construction. Once provided, the additional information requested may spur additional comments and revisions to the plans.
Sincerely,
Sarah V. Church, PE Project Engineer cc: David Shaw, Administrator, Town of Middleton
Tom Voss, Town Attorney, Erbach & Voss, SC Jeff Haen, Haen Real Estate, 8201 Mayo Drive, Suite 111, Madison, WI 53719 Nathan G. Oswald, E.I.T, D’Onofrio Kottke and Associates, Inc. Rod Zubella, PE, Vierbicher
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Town of Middleton Plan Commission Minutes
January 7, 2015
Chair Denise Schmidt called the meeting to order at 7:00 p.m. Others in attendance were:
Commission members, Jim Wills, Cynthia Richson, and Wayne Rounds; Rod Zubella, Vierbicher
Associates, Town Engineer; David Shaw, Town Administrator; and members of the public.
Commission members Mike Stoetzel and Cathy Garfoot were not present (excused).
1. Proof of Posting.
Shaw stated that the Agenda had been published on the website, emailed to the citizens list, as
well as posted at the three official locations.
2. Minutes of the Meetings of December 3, 2014.
Motion: Rounds / Richson, to approve minutes of the Meetings of December 3, 2014.
Motion carried.
3. Public Input.
There was no one wishing to speak.
4. Final Plat Review – Meadow Road Estates – 3233 Meadow Road.
Ron Klaas, President, D'Onofrio Kottke & Associates, presented the Final Plat, describing where
the trails are to be located and explaining that, as the trail in Outlot 1 follows tree lines, the
easement width was increased to 25 feet to ensure the trees do not interfere with users of the
trail.
He also reviewed the stormwater plans. Vierbicher Associates had provided a letter to the Plan
Commission indicating that further calculations and information would be needed before they
would approve the stormwater management plan. Jeff Hean, Developer, commented that he
had just received the letter today and will provide the needed additional information to
Vierbicher soon.
Schmidt commented on the size of Lot 5 and location of streets. Klaas stated that the adjoining
property owners had been contacted, and the proposed street layout was acceptable to them.
Motion: Schmidt / Richson, to recommend that the Board approve the Meadow Road Estates
Final Plat subject to the conditions specified in the Vierbicher letter of December 30, 2014. The
Commission further recommended that the Public Recreational Trail easement in Outlot 2 be
expanded to 25’ in width, the Public Recreational trail easement be moved from the Lot 7/8 lot
line to the Lot 8/9 lot line, and the stormwater management plan be acceptable to Vierbicher
prior to the plat being reviewed by the Town Board.
Motion carried.
S:\GEN GOVT\Board\Board Agendas\15 Agendas\15.02.02\Plat Aprvl\Final Plat Approval Motion 020215.doc
FINAL PLAT - MOTION TO CONDITIONALLY APPROVE
I move to approve the Final Plat of Meadow Road Estates subject to the following conditions:
Resolution of the items outlined in the Town Engineer's letters dated December 30, 2014,
and January 21, 2015.
These special items as outlined in the Vierbicher letter dated December 30, 2014, and
identified by the Town Plan Commission, Town Park Commission, or Town Board during
their discussion or action on the Final Plat:
Per Page 2 of the Final Plat section, Item #8, the Public Recreational Trail easement
in Outlot 2 shall be increased to 25’ in width and the Public Recreational Trail
easement shown on the 7/8 Lot line shall be moved to the 8/9 lot line. Furthermore,
the developer shall construct an 11’ wide grass trail in the easement in Outlot 2 and a
5’ wide crushed stone trail in the easement on the 8/9 lot line. The developer shall be
responsible for the costs of the crushed stone trail but will be reimbursed for the cost
to build the grass trail.
Per page 3 of the Final Plat section, Item #10, park fees of $27,060 (12 new lots x
$2,255/lot) shall be paid prior to the Town signing the Final Plat.
The Developer agreeing to resolve any and all conditions of Final Plat approval to Town
staff’s satisfaction prior to staff directing the Clerk to execute the Town’s Certificate of
Approval on the Final Plat and any related documents.
That a Developer Agreement also be approved by the Board that outlines the
responsibilities of the Developer and Town with regard to street and stormwater
Improvements and associated Final Plat items, and that the Developer Agreement be
signed before the installation of any of those improvements.
That the Final Plat documents are subject to final review and approval by the Town
Attorney and Town Engineer.
________________________________________________________________________
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Motion made by Motion seconded by
Vote Tally: ___To Approve ___To Deny Approval
Date:
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FELTON DRIVE FELTON DRIVE
FELTON DRIVE
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MEADOW ROAD ESTATESLOCATED IN THE SW1/4 OF THE SE1/4 THE SW1/4 OF THE NE1/4 AND IN THE SE1/4 OF THE SW1/4 OF SECTION 32, T7N, R8E
TOWN OF MIDDLETON, DANE COUNTY, WISCONSINF
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There are no objections to this plat with respect to Secs. 236.15, 236.16, 236.20 and 236.21(1) and (2),Wis. Stats. as provided by s. 236.12, Wis. Stats.
Certified __________________, 20_____
Department of Administration
SHEET 1 OF 2
MEADOW ROAD ESTATESLOCATED IN THE SW1/4 OF THE SE1/4 THE SW1/4 OF THE NE1/4 AND IN THE SE1/4 OF THE SW1/4 OF SECTION 32, T7N, R8E
TOWN OF MIDDLETON, DANE COUNTY, WISCONSINF
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There are no objections to this plat with respect to Secs. 236.15, 236.16, 236.20 and 236.21(1) and (2),Wis. Stats. as provided by s. 236.12, Wis. Stats.
Certified __________________, 20_____
Department of Administration
SHEET 2 OF 2
LANDSCAPE REQUIREMENTS SUMMARY
LANDSCAPE BUFFER REQUIREMENT:
1 PLANT UNIT PER 50 FT FRONTAGE ALONG MEADOW ROAD
80 FT BUFFER WIDTH
LOT 12 FRONTAGE = 125 FT
PLANT UNITS REQUIRED = 3
3 CANOPY TREES
6 UNDERSTORY TREES
30 SHRUBS
LOT 13 FRONTAGE = 125 FT
PLANT UNITS REQUIRED = 4
4 CANOPY TREES
8 UNDERSTORY TREES
40 SHRUBS
LOT 12 PLANTING SCHEDULE
3 CCI
8 RT
3 VDC
5 POL
1 EX QS
1 NS
1 EX JN
1 EX JN
1 EX JN
11 CR
3 CA
EXISTING
GARDEN
1 EX PS
7 RT
2 EX PICEA
EX MAGNOLIA
5 EX HYDRANGEA
6 EX SYRINGA
6 EX ROSA
3 EX MALUS
3 CSI
3 RT
3 CSI
3 RT
2 EX PG
2 PGD
3 ALC
1 NS
5 CR
5 RT
6 POL
5 VDC
EXISTING
TREE
LINE
EXISTING
TREE
LINE
EX TREE
EX JUGLANS
EX JUGLANS
1 EX QUERCUS
EX JUGLANS
EXISTING
TREE LINE
3 CCJ
2 CCJ
REMOVE EXISTING
ACER PLATANOIDES
REMOVE EXISTING
BETULUS &
ADJACENT SHRUBS
REMOVE EXISTING
THUJA
80' WIDE BUFFER
12
5 F
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20
5 F
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ROW
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LOT 12
LOT 13
EXISTING
HOUSE
PROPERTY LINE
LOT LINE
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LOT 13 PLANTING SCHEDULE
SITE LANDSCAPE PLAN - GENERAL NOTES
1. CONTACT DIGGER'S HOTLINE 3 WORKING DAYS PRIOR TO THE START OF
CONSTRUCTION.
2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL THE PRIVATE UTILITIES
PRIOR TO THE START OF WORK.
3. ALL LANDSCAPE BEDS SHALL CONTAIN A 3" DEPTH OF SHREDDED
HARDWOOD CONTAINED BY LANDSCAPE EDGING.
4. LANDSCAPE EDGING SHALL BE A 4" DEPTH TRENCHED EDGE.
5. ALL TREES IN TURF AREAS SHALL HAVE A 5' DIAMETER CIRCLE OF 3" DEPTH
SHREDDED HARDWOOD BARK MULCH CONTAINED BY LANDSCAPE EDGING.
6. ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE TOWN OF
MIDDLETON ZONING ORDINANCE.
7. BIO-RETENTION BASIN SHALL BE PLANTED WITH 'DETENTION BASIN -
BIOSWALE SEED MIX' AS MANUFACTURED BY PRAIRIE NURSERY.
