HomeMy Public PortalAbout07-09-2013MEDINA
PLANNING COMMISSION AGENDA
TUESDAY, JULY 9, 2013
7:00 P.M.
CITY HALL (2052 County Road 24)
1. Call to Order
2. Public Comments on items not on the agenda
3. Update from City Council proceedings
4. Planning Department Report
5. Approval of June 11, 2013 draft Planning Commission minutes.
6. Public Hearing — US Home Corporation - Preliminary Plat for a 9
Single Family Lot Subdivision on 4.6 acres located east of Hunter
Drive, north of The Enclave of Medina and south of Comanche
Trail (PID#12-118-23-43-0004).
7. Public Hearing — Saints Peter and Paul - Conditional Use Permit to
expand the cemetery located at the southeast comer of Hamel Road
and County Road 19 (PID# 07-118-23-13-0001).
8. Public Hearing — Dennis Hedtke — Rezoning from Uptown Hamel -2
(UH-2) to Commercial Highway -Railroad (CH -RR) at 3522 Sioux
Drive located at the southeast corner of State Hwy 55 and Sioux
Drive (PID# 12-118-23-41-0069).
9. Public Hearing - Money Tree Holdings, LLC - Rezoning from Rural
Residential -Urban Reserve (RR-UR) to Single Family Residential
(R1) zoning district located east of County Road 116 and south of
Hackamore Road (PID# 01-118-23-22-0006).
10. Council Meeting Schedule
11. Adjourn
POSTED IN CITY HALL JUNE 28, 2013
MEMORANDUM
TO: Mayor Weir and Members of the City Council
FROM: Dusty Finke, City Planner; through City Administrator Scott Johnson
DATE: June 27, 2013
SUBJ: Planning Department Updates July 2, 2013 City Council Meeting
Ordinance Updates
A) Subdivision Ordinance - At the City Council's goal setting session, the Council directed
staff to conduct a comprehensive review of the subdivision ordinance and prepare necessary
amendments. Staff intends to hold off on this ordinance until a number of the land use
applications under review have been finalized.
Land Use Application Reviews
A) Fenske/Cole Variance Request — 2959 Lakeshore Avenue — Sandra Fenske and Randy Cole
have requested a variance from the setback from Lake Independence to construct a house
addition in the location of an existing deck on their home. The Planning Commission held a
public hearing at the May 21 meeting, and recommended approval, but only if the applicant
reduces hardcover on the property below existing conditions. The City Council reviewed at the
June 4 and June 18 meeting and directed staff to prepare a resolution of approval. The
resolution will be presented at the July 2 meeting.
B) Complete Eye Care Site Plan Review —170 Westfalen Trail — Dr. Wesley has requested a site
plan review for the construction of a new building to house Medina Eye Care next to West
Financial at Sioux Drive and Highway 55. The Planning Commission reviewed at the June 11
meeting and recommended approval. The City Council will review at the July 2 meeting.
C) Sorley Comp Plan Amendment — 4200 Hillview — The property owner has requested a
Comprehensive Plan Amendment to add their 6 acre property to the Metropolitan Urban Service
Area (MUSA) so that they can connect to the City of Loretto's sewer system instead of
replacing a septic system on their property. The Planning Commission held a Public Hearing at
the June 11 meeting and recommended denial because the provisions of urban services to
property guided to Develop Post -2030 is inconsistent with the policies of the Comprehensive
Plan and would negatively impact the City's density calculation. The City Council will review
at the July 2 meeting.
D) Kunin/Anderson Lot Rearrangement and Easement Vacation — 855 Medina Road — the
property owners have requested to rearrange lot lines to add two acres of property to 855
Medina Road. The applicant also requests the vacation of drainage and utility easements
adjacent to the lot line proposed to be adjusted. Staff intends to present the requests to the City
Council at the July 2 meeting.
E) Fawn Meadows subdivision — east of CR 116, north of Medina Lake Drive — Money Tree, LLC
has requested a preliminary plat and rezoning for the development of the 10 acres (5.72 net
acres) immediately north of the Toll Brothers Reserve of Medina project. Staff is conducting a
preliminary review and the item will be scheduled for a Public Hearing when complete.
F) Enclave at Medina 5'" Addition Preliminary Plat — Lennar has requested preliminary plat
approval for a nine -lot subdivision of the 5 acre (-2.5 net acre) "Nolan property" immediately
north of the Enclave. These lots would be incorporated into the Enclave neighborhood. Staff is
Planning Department Update
Page 1 of 3 July 2, 2013
City Council Meeting
conducting a preliminary review and the application will be presented to the Planning
Commission when complete.
G) Woods of Medina Preliminary Plat — Jeff Pederson has requested preliminary plat and rezoning
to subdivide 9.5 acres (8.8 net acres) at the intersection of CR116 and Shawnee Woods Road
into 16 Rl single family lots. Staff is conducting a preliminary review and the application will
be presented to the Planning Commission when complete.
H) St. Peter and Paul Cemetery CUP — St. Peter and Paul church intends to expand their cemetery
at the southeast corner of County Road 19 and Hamel Road. Improvements include new access
drives, landscaping, stormwater improvements and additional grave sites. Staff is conducting a
preliminary review and the application will be presented to the Planning Commission when
complete.
I) 3522 Sioux Drive Rezoning — Dennis Hedtke has requested a rezoning of the property at the
southeast corner of Highway 55 and Sioux Drive from the Uptown Hamel -2 zoning district to
CH -RR. The property owner is listing the property for sale and believes it would be beneficial
for the property to be zoned the same as the Hamel Station development to the west of Sioux
Drive. Staff is conducting a preliminary review and the application will be presented to the
Planning Commission when complete.
J) Fields of Medina 2"d Addition — Mattamy has requested final plat approval of the remaining 21
lots in the Fields of Medina development. Staff is conducting a preliminary review and the
application will be presented to the Council when complete.
K) The Reserve of Medina Final Plat — The City Council granted preliminary plat approval to Toll
Brothers on May 21 for a 126 -lot single-family subdivision on the Gorman Farm property east
of County Road 116 and south of Hackamore. The applicant has now requested Final Plat
approval for the first phase of the development to include 48 lots. Staff is conducting a
preliminary review and the application will be presented to the City Council when complete.
L) 345 Clydesdale Easement Vacation — Ryan Companies recently sold the Medina Clydesdale
Marketplace development to Wellington Management. As part of this transaction, the buyer
requested a storm sewer pipe bisecting one of the vacant building pads to be moved by Ryan
Companies. The applicant has submitted a new storm sewer alignment and proposes to vacate
the easement which laid over the previous pipe location. Staff is conducting a preliminary
review and the application will be presented to the City Council when complete.
M) Three Rivers Park/Reimer Lot Rearrangement — the property owners have requested a lot
rearrangement to allow a "land swap" of property which the Reimers own on the west side of
Homestead Trail and which Three Rivers owns on the east side of Homestead Trail. The
applicants do not wish to submit the deposit required by the City, and have not completely filled
out the application forms. The item will be presented when complete for review.
N) Morrison Lot Split and Variance — Truxtun and Adrienne Morrison have requested to
subdivide their 18 acres at 1525 Hunter Drive into two lots. The City Council approved of the
division at the June 4 meeting. Staff will work with the applicant to finalize the terms and
conditions of the approval.
0) The Enclave at Brockton 3rd Addition — Lennar has requested approval to plat the "detached
townhoine" portion of the Enclave at Brockton. The Council approved a resolution at the May 7
meeting. Staff will assist the developer in finalizing the terms and conditions of approval before
construction begins
P) Fields of Medina West —1" Addn — north of Highway 55, east of Arrowhead — Mattamy Homes
applied to final plat 34 of the 64 lots within the subdivision. The Council granted final plat
Planning Department Update
Page 2 of 3 July 2, 2013
City Council Meeting
approval at the April 16 meeting, and staff is working with the developer to finalize the
conditions of approval before construction begins.
Additional Projects
A) City Hall Space Planning — staff coordinated a brainstorming and issue identification
session with staff to begin planning for how to use the space available at City Hall when the
Police move to their new facility at 600 Clydesdale Trail
B) Meeting w/ St Anne's Church re: senior housing — staff took part in a meeting with St.
Anne's, a non-profit developer, and a service provider to assist St. Anne's Church while
they consider the long-range plan for the property they own across Hamel Road from the
church property. Staff learned much about the development of senior housing and assisted
living facilities.
Planning Department Update
Page 3 of 3 July 2, 2013
City Council Meeting
b.
1 CITY OF MEDINA
2 PLANNING COMMISSION
3 DRAFT Meeting Minutes
4 Tuesday, June 11, 2013
5
6 1. Ca11 to Order: Commissioner Charles Nolan called the meeting to order at 7:00 p.m.
7
8 Present: Planning Commissioners Charles Nolan, Robin Reid, Mark Osmanski,
9 Victoria Reid, and Kent Williams.
10
11 Absent: Commissioners Randy Foote and Robert Mitchell (arrived at 8 p.m.)
12
13 Also Present: City Councilmember Kathleen Martin, City Planner Dusty Finke, and
14 Nate Sparks of NAC.
15
16 2. Public Comments on items not on the agenda
17 No public comments.
18
19 3. Update from City Council proceedings
20 Martin updated the Commission on recent activities and decisions by the City
21 Council.
22
23 4. Planning Department Report
24 Finke provided an update of upcoming Planning projects.
25
26 5. Approval of the May 14, 2013 Draft Planning Commission meeting minutes.
27 Motion by R Reid, seconded by Osmanski, to approve the May 14, 2013 as
28 presented. Motion carried unanimously. (Absent: Foote and Mitchell)
29
30 6,---Meney-T-r-ee-HoldingsrhLE—PID-0-141-8-2342-0006-(east-ef-Geunty-Read41-6i
31
32 . TO
33 BE CONTINUED TO FUTURE DATE
34
35 7. Complete Eye Care of Medina -170 Westfalen Trail (PID 12-118-23-41-0117) -
36 Site Plan Review for construction of new commercial building.
37
38 Finke presented the staff report and stated the applicant proposed a 4400 sq. ft., 2-
39 story building at Hamel Station development at Hwy 55 & Sioux Drive. Overall
40 development of Hamel Station received variances and site plan review approvals in
41 2007, but this is an amendment to that site plan review with additional standards from
42 the current zoning district.
43
44 Finke noted that the site received a variance to exceed 25% hardcover allowed
45 adjacent to Elm Creek, and that staff recommends that the same amount or less
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46 hardcover be considered for this site as shown for the coffee shop on the 2007
47 approval. The proposed building is larger than the coffee shop, but the lack of drive
48 thru and patio seating offsets this difference. Proposed to use existing stormwater
49 improvements from 2007 which City Engineer estimates will meet rate control and
50 nutrient reduction, but not volume control/filtration requirements. Ordinance allows
51 for waiver for plans approved prior to ordinance. The development will be served by
52 a shared drive off of Westfalen which will continue west when property develops, and
53 parking is also proposed to be shared. The subject site is under -parked, which is
54 made up by extra parking on western lot. The applicant proposes to construct some
55 of the parking on the western lot along with the building. Staff recommends cross -
56 easements and maintenance agreements.
57
58 Finke concluded that staff recommends approval with conditions noted in staff report.
59
60 Williams asked if stormwater management could be improved by additional
61 landscaping. Finke stated full volume control would be difficult with the space
62 available but some filtration could be achieved, perhaps within a larger landscaping
63 island in the parking lot.
64
65 Nolan asked how the allowed hardcover is being tracked vs. future construction.
66 Finke said staff measured the approved coffee shop site and compared it to current
67 proposal. Staff does not recommend "borrowing" hardcover from the other lots.
68 Nolan asked why the landscaping was being reduced. Finke stated that the main
69 reduction was plantings which were proposed in the coffee shop patio area. Nolan
70 asked how the applicant was going to reduce the hardcover. Finke responded that
71 that the drive aisles could be reduced to 22 feet in width and the sidewalk could be
72 removed from the east side of the building, since there is an existing sidewalk on the
73 east side of the access drive and also one between the buildings to the west.
74
75 Joe Gearen of Zeller Realty, representing the applicant, stated the building is bigger
76 than the coffee shop but some of the space is 2° level storage. He stated that Dr.
77 Wesley is concerned about parking because the current site does not have enough.
78
79 Dr. Gina Wesley, applicant, said there are two doctors that will be on site and that
80 parking is necessary for both staff and customers. Nolan asked if it is a shared
81 parking situation. Finke stated it was and that the applicant is building some of the
82 parking stalls for the west lot and that an agreement was required for all lots.
83
84 V. Reid asked about aesthetics from Hwy 55, noting that fewer trees were proposed
85 than required by Ordinance. Finke said there are restrictions on the property to the
86 north because of Met Council sewer improvements, but there was more flexibility to
87 the east. There is a fair amount of vegetation on the site and the willows are coming
88 back.
89
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90 Nolan asked Finke what could be done regarding the landscaping and stormwater
91 improvements. Finke said there is a good possibility to combine both stormwater
92 management concepts and landscaping with the reduction in the drive aisle.
93
94 Williams said that he believes the applicant should provide for filtration in the
95 landscaping.
96
97 Mitchell arrived at 8 pm.
98
99 Approval with conditions in Staff report, and have Staff work with applicant on
100 mitigating stormwater affects through landscaping design from the proposed
101 development consistent with the applicant's desired goal to keep as much parking as
102 possible.
103
104 Motion by Williams, seconded by R. Reid, to recommend approval of the Site
105 Plan Review for the construction of a new commercial building with the
106 conditions noted in the staff report and an additional condition that stormwater
107 filtration be provided, keeping in mind the applicant's desire to keep as much
108 parking as possible. Motion carries (Abstain: Mitchell; Absent: Foote).
109
110
111 8. Ned Sorley — 4200 Hillview Lane (PID 06-118-23-41-0002) — Comprehensive Plan
112 Amendment to extend the Metropolitan Urban Service Area to include property
113 to permit existing lot to connect to municipal sanitary sewer system.
114
115 Sparks presented the request. He noted the property is located in Medina, adjacent to
116 the City of Loretto and the existing home is being demolished to construct a new
117 home on the lot. The owner has requested to connect the new home to Loretto's
118 sewer system, which would require the City of Medina to amend its Comp Plan to
119 include the property within the Metropolitan Urban Service Area (MUSA). He noted
120 that the existing home is served by a septic system which is partially located on the
121 neighboring property within an easement, and that the applicant has stated that there
122 is not a suitable location near the proposed home site to locate a septic system.
123 Sparks stated that indications were that a system could be located on the western
124 portion of the site, but this is a long distance from where the applicant is choosing to
125 construct the home.
126
127 Sparks noted that the acreage of the property would be counted against the City's
128 density calculations, which are at the minimum of 3.0 units/acre. Sparks noted that,
129 when calculating density, the Met Council requires the City to assume that every
130 future development will be at the absolute minimum density, but that some of the
131 developments which have been approved have been slightly above the minimum.
132 This means that the City has a little leeway in terms of density; essentially a "bank"
133 of extra units. However, staff believes the City should have a policy to determine
134 which MUSA expansions are acceptable because it is unlikely that the City could
135 allow all residential properties adjacent to sewer to be included within the MUSA and
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136 still meet density. He mentioned that the City has expanded sewer service in the past
137 to bail out failing septic systems when there were no practical alternatives to replace
138 the system on the property. However, this is not the case for the current request.
139
140 Osmanski inquired if the applicant has explored the potential to amend the easement
141 to allow for the septic system to be expanded.
142
143 Sparks stated that the applicant did not provide information related to that option.
144
145 Ned Sorely, the applicant, stated that it seemed to him that hooking up to the sewer
146 just makes sense and should be a win -win for everybody. His neighbor could get a
147 septic off his property, Loretto gains a customer, and Medina should be happy to
148 abandon a middle -age septic system. However, after speaking with City staff, he
149 understood the complications to something that makes so much sense. Hooking to
150 the sewer is better for the environment. Sorely stated that he understands the density
151 issue, but the staff report clearly shows that the extra density in the existing
152 development would cover his property being included, and would cover other
153 property as well.
154
155 Sorely noted that if the City did not permit the property to be connected to the sewer
156 system, they would probably re -design the house so that it would be possible to re -use
157 the existing septic system. He stated that they have not priced out a new septic system
158 on the portion of the property which could support a septic system.
159
160 Williams inquired if the density issue could be dealt with by subdividing around the
161 house and putting the rest of the property into a separate lot. Finke said that would be
162 inconsistent with the policies for rural lots. Williams stated that if a MUSA
163 expansion is for the convenience or cost -saving of the property owner, he would not
164 support it.
165
166 Steve Duncan (4155 Chippewa Circle) stated that in 2001 the neighbors were selling
167 their house and they placed the replacement system on their property. He stated they
168 came up with an agreement with the previous owner. The system could remain for 10
169 years, so long as no repairs would need to occur. He said when he saw the notice; he
170 said hip -hip -hooray. It makes sense and is a win -win to hook up to Loretto. He
171 stated that he does not want the septic on his property, they could lose a sale.
172
173 Williams stated that it sounds like they could require the Sorelys to get the septic
174 system off of the property already, regardless of the City's actions.
175
176 Duncan stated that this is true.
177
178 Mitchell stated that he did not believe the request was ready for review. He believed
179 more information related to the septic easement should be provided. He asked if the
180 easement ended after 10 years.
181
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182 Finke stated that the easement which is of record did not end in 10 years. However,
183 the easement does require the removal of the system when a new one is constructed.
184
185 Mitchell stated that it is troubling to let people hook up contrary to the staging plan.
186 He wondered if the City allowed the property owner to hook up, and should they pay
187 the connection fees for the 15 -units that are expected to occur in the future. He noted
188 that there is not an emergency health concern, and that there are potentially other
189 alternatives which could suffice.
190
191 Nolan noted that he is more cut -and -dry from a policy standpoint. The Comp Plan is
192 supposed to be a strong document and should only be amended if there is an
193 extremely compelling case to do so. He noted that developers always want to put in
194 lower density, and that the "bank" of units might be used to save environmentally
195 sensitive areas. Nolan stated that policies are set in general terms, and that when
196 applied to a specific case, seems like it doesn't make sense. But when you look at
197 precedent and other cases, you have to say "sorry" to the specific.
198
199 R. Reid stated it was a numbers issue, and she is hesitate to open the door because
200 there will almost certainly be others. She noted that this was a very logical thing to
201 request, but the math doesn't let the City approve of the MUSA expansion.
202
203 V. Reid noted that she does feel bad, because she understands why it looks like it
204 makes so much sense.
205
206 Motion by Mitchell, seconded by Osmanski, to recommend denial of the
207 Comprehensive Plan Amendment to extend the Metropolitan Urban Service
208 Area upon the findings that: 1) the Comp Plan does not allow for the provision
209 of urban services in the Development Post -2030 land use designation; and 2) the
210 required offset of density is not in the public interest and could negatively
211 impact the City's ability to meet its density requirements while serving other
212 objectives such as natural resource preservation. Motion carries unanimously
213 (Absent: Foote).
214
215 10. Council Meeting Schedule
216 Victoria Reid agreed to attend and present at the June 18th, 2013 Council meeting.
217
218 11 Adjourn
219 Motion by R. Reid, seconded by V. Reid, to adjourn at 8:58 p.m. Motion carried
220 unanimously. (Absent:)
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AGENDA ITEM: 6
NOIVIttliWit4T 4101.4.0CIATIO Cat.$1bk!AteUt$., MU1C.
4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422
Telephone: 763.231.2555 Facsimile: 763.231 .2561 planners@nacplanning.corr
PLANNING REPORT
TO: Medina Planning Commission
Scott Johnson, City Administrator
FROM: Nate Sparks
DATE: July 1, 2013
RE: Medina — Enclave at Medina 5th Addition Preliminary Plat
CITY FILE: L-13-114
Application Date: June 12, 2013
Review Deadline: August 11, 2013
BACKGROUND / SUMMARY OF REQUEST
US Home Corporation and Nolan Brothers, Inc. have requested a Preliminary Plat for a
residential subdivision on 4.45 acres on Hunter Drive north of the Enclave at Medina
subdivision. The site is currently zoned R-2, Two -Family Residential. The preliminary plat is
proposed to include 9 single family houses.
SUBJECT SITE
The property is currently vacant and sits at the terminus of two cul-de-sacs. To the northeast is
Comanche Trail and to the south is Butternut Drive. The property was split from the property
preliminary platted as Enclave at Medina in 2011. At that time it was rezoned to R-2 which
allows for smaller lot single family residential and duplexes and is intended to implement the
Medium Density Residential land use designation in the Comprehensive Plan. At the time of the
lot split, a portion of this property was dedicated as right-of-way for Hunter Drive by easement
which reduced the site from 4.63 to 4.45 acres. In property records it still is depicted as having
4.63 because the right-of-way was dedicated by easement rather than plat.
COMPREHENSIVE PLAN & ZONING
The property is guided Medium Density Residential and requires a minimum net density of 3.5
units per acre. The total area of the subject site, after the removal of the area dedicated for
Hunter Drive, is 4.45 acres. There is a total of 1.88 acres of wetland and 0.22 acres of wetland
buffer in the plat. Therefore, the net acreage of the site is 2.35 acres. Multiplying the 2.35 acres
by 3.5 units per acre would result in a minimum of 8.225 units. The applicant is proposing 9,
which meets this requirement.
PRELIMINARY PLAT & LOT STANDARDS
The proposed preliminary plat includes 9 single family lots, one outlot, and the dedication of
right-of-way. The lots range in size from 8,560 square feet to 15,462 square feet, with the
majority being between 8,000 and 10,000 square feet. The outlot is largely for a wetland and
buffer area on the eastern half of the site.
The following dimensional standards apply to single-family residential lots within the R2 zoning
district:
R2 Requirement
Proposed
Minimum Lot Size (single-family)
8,000 square feet
8,560 to 15,462 square feet
Minimum Lot Width
60 feet
65 feet
Minimum Lot Depth
90 feet
110 feet
Front Yard Setback
25 feet
25 feet
Front Yard Setback (garage)
30 feet
30 feet
Side Yard Setback (combined)
15 feet (10 & 5)
15 feet (10 & 5)
Side Yard (corner)
25 feet
25 feet
Rear Yard Setback
25 feet
25 feet
Rear Yard Setback (to Hunter Dr)
35 feet
35 feet
Upland Wetland Buffer Setback
15 feet
15 feet
Max. Hardcover
50%
50%
It should be noted that to the rear of many of the lots there will be extremely limited space for
appurtenances like decks as the houses are set almost to the upland buffer or Hunter Drive right-
of-way setbacks.
TRANSPORTATION
Streets
The applicant proposes to construct a continuation of Butternut Drive within a 50 foot wide
right-of-way to the north from the Enclave at Medina development terminating in a cul-de-sac.
The proposed cul-de-sac is the City's standard detail plate with a 64 foot wide radius. Due to the
density of the development, however, this creates a situation where there is very limited right-of-
way available for snow storage with the number and spacing of driveways. City Staff would
recommend an alternative cul-de-sac design to take this into consideration and possibly adjusting
some driveway locations to create more space for snow storage.
Having a cul-de-sac instead of an access out to Hunter Drive is seen as acceptable, as it is
limiting the number of access points on to a collector road. Connecting Butternut Drive to
Comanche Trail is possible but it may require the development to lose a lot creating a problem
meeting density,the road would lie partially within a wetland buffer, and connecting to the
existing neighborhood may not be desirable for existing property owners.
There currently is a temporary cul-de-sac on the northern end of Butternut Drive in the Enclave
at Medina development that will need to be removed.
Trails & Sidewalks
The applicant proposes a sidewalk on one side of Butternut Drive that ends when the cul-de-sac
begins. Based on the final cul-de-sac design there may be availability for a sidewalk to continue
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within the cul-de-sac. There already is a trail along Hunter Drive adjacent to this property. The
City may want to consider a connection between the sidewalk and the trail.
UTILITIES
Sewer & Water
The applicant proposed to bring sewer and water from Enclave at Medina to the south.
Stormwater Management
The stormwater for this site is being handled by the improvements within the development to the
south. These improvements were designed to handle the subject site and to meet the City's
stormwater management regulations. This property will require to either be placed in the
stormwater taxing district for the Enclave at Medina development.
WATER RESOURCES
Wetlands
There is 1.88 acres of wetland in the eastern portion of the proposed plat. The applicant has
identified an upland buffer generally consistent with City regulations. An upland buffer planting
plan is required. The buffer plantings shall also be required in the southeastern portion of the
outlot.
Irrigation
Lawn and landscape irrigation systems are not permitted to be connected to the City water
supply in any new development. The applicant will need to provide an alternative irrigation
system utilizing water from the stormwater ponds and perhaps supplemented by private wells.
The design of this system will need to be approved by the City Engineer.
LANDSCAPING & TREE PRESERVATION
Tree Preservation
There are 983.4 inches of significant trees on the property. Most all of these trees are located
within the wetland area. The applicant is proposing no tree removal on the project.
Buffer Yards
The ordinance requires buffer yards as a way to establish transitions between uses and
developments of differing densities. In this case a buffer yard with an opacity of 0.3 is required
along Hunter Drive. The applicant has provided this buffer. A buffer of an opacity of 0.2 is also
required along the north property line, as this area is zoned UR.
Landscaping
The ordinance requires two trees to be planted on each single family lot, one of which is required
to be located in the front yard. As proposed, the landscaping plan meets these minimum
requirements.
Additionally, there are portions of the proposed outlot that are not wetlands or buffers. It is
recommended that these areas are also landscaped in such a fashion to not require maintenance.
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The area in the northwest corner of the outlot would not be able to be accessed without going
through Lot 6 or Comanche Trail.
PARK DEDICATION
There are no park and trail plan components identified on this parcel. Therefore, it would appear
that cash -in -lieu of parkland dedication would be appropriate. The cash -in -lieu amount is based
on 8% of the value of the land with the minimum cash contribution being $3,500 per dwelling
unit and the maximum at $8,000 per dwelling unit. In this case, the value would max out and the
fee would be $8,000 per lot. The Park Commission will review this proposal at a future meeting
and give the Council a formal recommendation.
APPLICATION REVIEW
The subdivision regulations state that the Planning Commission and City Council shall deny
approval of a plat based on one or a combination of the following findings:
(a) That the proposed subdivision is in conflict with the general and specific plans of the
city, or that the proposed subdivision is premature, as defined in Section 820.28.
(b) That the physical characteristics of this site, including but not limited to topography,
vegetation, soils, susceptibility to flooding, water storage, drainage and retention, are such
that the site is not suitable for the type of development or use contemplated.
(c) That the site is not physically suitable for the proposed density of development or does not
meet minimum lot size standards.
(d) That the design of the subdivision or the proposed improvements are likely to cause
substantial environmental damage.
(e) That the design of the subdivision or the type of improvements are likely to cause serious
public health problems.
(f) That the design of the subdivision or the type of improvements will conflict with public or
private streets, easements or right-of-way.
If the City does not make these findings, and the proposal is consistent with the Comprehensive
Plan, City ordinances, and other City policies, the preliminary plat should be approved.
RECOMMENDATIONS
Staff recommends approval of the Preliminary Plat with the conditions noted below:
1) The Applicant shall enter into a development agreement with the City, which shall
include the conditions described below as well as other requirements by City ordinance
or policy.
2) The Applicant shall install all improvements shown on the plans received by the City on
June 7, 2013. The design of all improvements shall be reviewed and approved by the
City Engineer prior to commencing construction.
3) The Applicant shall provide a letter of credit prior to any site construction in an amount
recommended by the City Engineer to ensure completion of the improvements identified
in the approved plans.
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4) Prior to final plat approval, the Applicant shall provide detailed construction plans for
review by the City Engineer.
5) The Applicant shall provide park dedication in an amount determined by the City Council
following recommendation by the Park Commission.
6) No lawn or landscape irrigation systems shall be permitted to be connect to the City
water system. The Applicant shall provide details of alternative measures prior to final
plat approval.
7) The applicant shall redesign the cul-de-sac in a manner acceptable to the City Engineer
and Public Works Director.
8) The temporary cul-de-sac on Butternut Drive south of the subject property shall be
removed.
9) A buffer yard with a 0.2 opacity should be placed on the northern property line of the
subject site.
10) The property shall be placed within a stormwater taxing district.
11) An upland buffer planting plan is required.
12) A tree replacement plan is required.
13) All comments of the City Engineer shall be addressed.
14) All comments of the City Attorney shall be addressed, and the Applicant shall abide by
the City Attorney's recommendations related to title issues and recording procedures.
15) The Applicant shall provide Homeowner's Association documents for City review. This
document shall describe responsibilities for maintenance of stormwater improvements,
buffer yards, and lawn irrigation systems.
16) The Applicant shall obtain necessary approvals and permits from the Elm Creek
Watershed, Hennepin County, the Minnesota Pollution Control Agency, the Minnesota
Department of Health, the Metropolitan Council, and other relevant agencies.
17) The application for final plat shall be submitted to the City within 180 days of
preliminary approval or the preliminary plat shall be considered void, unless a written
request for time extension is submitted by the applicant and approved by the City
Council.
18) The Applicant shall pay to the City a fee in an amount sufficient to reimburse the City for
the cost of reviewing the preliminary plat, construction plans, and other relevant
documents.
Exhibits:
1. City Engineer's Report(s)
2. Applicant's Plan Set
5
WSB
& .4ssaeiares, Inc.
June 20, 2013
engineering• planning• environmental. construction
Mr. Dusty Finke
Planner
City of Medina
2052 County Road 24
Medina, MN 55340-9790
Re: City Project: Enclave at Medina 5th Addition, LR-13-114
WSB Project No. 2065-580
Dear Dusty:
701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763-541-4800
Fax: 763-541-1700
We have reviewed the site plan dated June 6, 2013, for the proposed Enclave at Medina 5th Addition.
The plans propose to extend utilities and Butternut Drive northerly from the Enclave at Medina 1st
Addition to serve 9 new single family parcels. We have the following comments with regards to
engineering matters.
1. The proposed cul-de-sac is 120' in diameter and meets the standards shown in City Standard
Detail STR-08. The cul-de-sac takes up almost all of the right-of-way and creates an
excessive amount of hardcover. The City should consider allowing the cul-de-sac with a 45'
radius to reduce hardcover and be consistent with other cul-de-sacs constructed in town and
in most other communities.
2. Cleanouts for the proposed sump draintile collection system should be located in green
spaces and not in proposed driveway locations.
3. Storm sewer calculations should be provided.
4. Pond A was sized to serve this parcel when it is fully developed. The stormwater design
standards have changed slightly since the construction of Pond A. At the time Pond A was
constructed the pond was designed to filtrate 0.5" over the entire site. The volume
requirements today require filtrating 1.5" over the new impervious surfaces. Filtrating 0.5"
over the entire site exceeds today's standards and therefore no additional stormwater
improvements are necessary to serve this development.
5. The City should consider having the plans revised to show relocating the existing Hydrant #3
to the west or sidewalk side of Butternut Drive.
6. CBMH 2 should include a 4' sump.
7. The City does not allow irrigation from the municipal water system. Future submittals
should identify how water will be supplied for irrigation.
St. Cloud • Minneapolis • St. Paul
Equal Opportunity Employer
wsbeng.com
Cr lUsersleewmsDed:mplEnelnoe at Medina 5,h .4ddition 06>013.doc
Enclave at Medina 5th Addition
June 20, 2013
Page 2
Please contact me at 612-209-5113 if you have any questions.
Sincerely,
WSB & Associates, Inc.
2;e1
Tom Kellogg
srb
C lUsersieer<mvDeskmp,Endare a+Afedina 5dh.4dditlan 062013.doo
METRO WEST INSPECTION SERVICES, INC.
Loren Kohnen, Fres.
June 19, 2013
TO: Debra Peterson
Planning Assistant
FROM: Loren Kohnen
RE: Enclave 5th Addition
PRELIMINARY PLAT - 9 LOT SUBDIVISION
(763) 4794 720
FAX (763) 479-3090
Mtrowst76@aol.com
1) The center island and the small cul-de-sac must be approved by
Public Works.
2) There are seven (7) driveways coming into the cul-de-sac. There
will be no room to park cars. Snow removal will be a nightmare
and the center island does not help.
3) Fire trucks will have problems maneuvering and setting up.
LK:jg
Box 248, Loretto, Minnesota 55357
SITE ADD RESS
80 Address Una ssign ed, Medin a, MN
A
j 14,014 sq. ft.
y7 kk
rif i( .7 /
3 1(
b : 8560sq. ft.
11
"110.84.. _. . 1.�
r I Z
l 8,962 sq. ft.
w. .x._. . _..
---1 150, 66
I 1
110,011 sq. ft.
t I
151. 66
O
rn
EX ISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRA CTO R SHALL DETERM INE THE EXA CT
ATIO N OF ANY ANC A LL % STING ,IL IDES BEFORE COM M ICING WORK. HE AG REES TO RE FULLY RESP OWIRI F FO R ANY
AND ALL DAMAGES ARISING OU T OF H IS FAILURE TO EXACTLY LOC ATE ANO PR ESERVE ANY AND ALL EXISTIN G UTILITIES.
S89°51'41.W 647.66
113. 111 614.66
I
150.05 I
9
10,021 s q. ft.!
150.2
258 12 '.
589°51'41'E 643.95 (6
O 5
•
4 iP OND C
1
t ar
..---" ( rnvl '004,0
J 174,1 %005
/� 3 \ 1
0 i \-I
1
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0
0 I —T
1 9
ito
DESCRIPTION OF SU BJECT PROPERTY
That part of Lot 13, AUDITOR'S SU BDIVISION NO. 241, Hennepin County, Minnesota, described as follows: Commencing at a point on the north
line of Lot 13, distant 524. 35 feet we st from the point of interse ction of said north lin e with the west line of Lo t 14 as measured a long said north line;
then ce south parallel with the we st line of Lot 14, 0 distanc e of 328.18 feet; thence west parallel with the nonh line of Lot 13, a distance 0066165 feet,
mo re or less, to a po int on the west line of Lut 13; then ce nor th alo ng the west line of said Lot 13. a distance of 328.18 feet to the n orthwest comer of
Lot 13; thence east alon g the north line of Lot 13 to the poin t of beginning.
NOTES
This su rvey doe s not purport to sho w all u nde rgroun d u tilities. The so urce of information fro m plans and markings will be combined with observed
evidence of utilities to develop a v iew of those undergroun d utilities. Howev er, lacking excavation, the exact lo cation of underground features cannot
be accur ately, co mple tely and reliably depicted. Where additional or more detailed in formatio n is required, the client is advised that excavatio n may be
n ecessary.
The contracto r shall deter mine the exact location of any and all existing utilities before commencin g work. The contractor shall be fully respo nsible for
any and all damages arising out of his failure to exactly loc ate and pro tect all existing utility facilities.
Contact GOPHER STATE ONE CALL at 651-454-0002 fo r precise onsite locatio n of u tilities prior to any excavation.
Commercial Partn ers Title, LLC as agent for Old Republic Natio nal Title In surance Co mpany Commitme nt for Tide I ns urance File No. 33569,
effective date October 19, 2010, was relied upon as to matters of record.
The subject pro perty appea rs to lie within Zone X, (area of areas ou tside the I -percent annual chance fl oodplain, areas of 1% a nnual chance sheet flow
flooding where average depths are less than 1 foot, areas of I% annual chance stream floodi ng where the contrib uting drainage area is less tha n 1 sq uare
mile, or areas protected fro m the I% ann ual chan ce floo d by levees. No Base Flood Elevatio ns or depths are shown withi n this zone. Insura nce
purchase is not required in these zones. ), per the Nation al Flood Insurance Program, Flood Insura nce R ate Map Community Panel No. 27053C0167E ,
dated Septembe r 2, 2004 as acquired from the Federa l Emergency Management Agency Web Site.
Area Informatio n : 211,862 Sq. Ft. - 4.864 Acres -- Gross Ar ea
10.827 Sq. Ft. - 0. 249 Acres — Right -of -Way
201,035 Sq. Ft. - 4. 615 A cres —N et Ares
Survey coordinate and bearin g basis : Hennepin Coun ty
Benchmark: GSID Station 610305 — Mn/DOT Name: 2722 Y — Northwest c omer of Highway No . 55 and Highway No. 101 in Medina .
Elevation = 979. 67 (NAV D)
TITLE COMMITMENT N OTES:
Parcel subject to easement for electrical t ransmissi on (i nc. in favor of Wright -Hennepin Cooperative Electric
Asso ciatio n, as created in document dated October 12, 1982, fil ed N ovember 10, 1982, as Document No
4752492. (Shown hereon)
VICINITY MAP
NO SCALE
NO RTH
50 25 0 25 50 100
■.■■I
SC ALE IN FEET
LOT TABULATION
LOT
AREA (S.F)
1
10,011
2
8,962
3
8,560
4
14,014
5
10,511
6
15,462
7
9,861
8
9,394
9
10,021
CLIENT/DEVEL OPER
LENNAR
16305 36th Ave N. Suite 600
Plymouth, MN 55446
Att n: Jo e J abl onski T-952-249-3014
Attn: J ason Biederwolf C-612-490-2115
Att n: C ar ol e T ooh ey T-952-249-3012
LAND SURVEYOR/CIVIL EN GINEER
SATHRE-BERGQUIST INC.
150 S. Broadway Ave.
W ayzata, MN 55391
Attn: R obert M olst ed - Engineer
Alin: D avid P emb erton - Land Surveyor
T-952-476-6000
F-952-476-0104
Proposed Zoning - R2
Min Width - 60 ft
Min Area - 8,000 sf
Fysb-30ft
Sysb-15 ft Total -5ft Min
Rysb-25ft
50' Row - 28' B -B Str eets
DESIGNER
NO.
BY DATE REVISIONS
XXX
DRAWN BY
ERJ
CHECKED BY
DM8
DATE
06/05/13
USE (INCLUDING COPYIN G, DISTRIBUTION, AND /OR CONVEYANCE OF
INFORMATIO N) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHO UT
SATHRE-BERGQUIST, INC. 's EXPRESS WR ITTEN AUTHORIZATION. USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPON SIBILITY.
SATH RE-BERGQ UIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIM ATE
USER OR PARTY LEGALLY RESPO NSIBLE FOR DAMAGES OR LOSSES RESULTING
FROM ILLEG ITM ATE USE.
I hereby certify that this survey , plan or report was prepared by me or under
my direct sup isi on and th ktt I am a duly Licensed Land Survey or under the
laws of the Star of Sti nneso6\
Dated this 5th 1(ek ofJu ne, 20 3.\
a
Da vid B. Pemberto n. Professional
olfessionaal Land Surveyor�
Mi nnesota Lice nse No. 40344
so RL
SATHRE—BERGQUIST, INC.
c 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
s �et°
c�FRS P `P�?
CITY PROJECT NO.
MEDINA,
MINNESOTA
PRELI MINARY PLAT
OF
THE ENCLAVE AT MEDINA 5TH ADDTION
FILE N O.
5401-659
200 100 0 100 200 400
SCALE IN FEET
1'
EXISTING U TILITIES SHOWN ARE SHO WN IN AN PEROX IM ATE W AY ONLY. THE CONT RACT OR SINLL OFTERMIIE THE EXA CT
LO CATIO N OF AN Y AIO AL EX ISTIN G UTILITIES BEFOR E CO IAMENCING WO RK. HE AGREES TO BE FILLY RESPONSIBLE FOR ANY
AND ALL DAM AG ES ARISING OU T OF HIS FAILU RE TO EXACTLY LO CA TE AND PRE SERVE ANY AND A LL EXISTIN G UTILITIES.
J
L _
' —tlj 1 i I
HJ.rflR i,
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1
(NP'LA *'i ED
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(
•-u.Nrv, l 1 ED
TLICKBORCUGH
r 1T -Ire 1 1
FARMS
pS
DESIGNER
NO.
BY DATE
REVISIO NS
XXX
DRAWN BY
ER J
CHECKED BY
RSM
DATE
USE (INCLUDING CO PYING, DISTRIBUTION, A ND/OR CO NVEYANCE OF
INFORM ATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
SATHRE-BERGQUIST, INC:s EXPRESS WRITTEN AU THORIZATION. USE WITHOUT
SAID AUTHORIZATION CON STITUTES AN ILLEGITIM ATE USE AND SHALL THEREBY
INDEMNIFY SATH RE-BERGQUIST, INC. OF ALL R ESPO NSIBILITY.
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE
USER OR PARTY LEGALLY R ESPO NSIBLE FO R DAMAGES OR LO SSES RESULTING
FROM ILLEGITMA TE USE.
I HER EBY CERTIFY THAT THIS PLAN OR SPECIFICATIO N WAS
PR EPA RED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I
AM A DULY REG ISTERED PRO FESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF M INNESO TA.
ROBER T 5. OLSTA D, P. E.
Date : OWO(.//3 Lis. No. I -p -r
E�aG s
sc
hFRs
, P'S
N SATHRE-BERGQUIST, INC.
150 SOUTH BROADWAY WAYZ ATA, MN . 55391 (952) 476-6000
CIT Y PROJECT NO .
MEDINA,
MINNESOTA
EXISTING CONDITIONS
THE ENCLAVE AT MEDINA
LENNAR
FILE NO.
5401-659
EX
EX
06/06/13
\
A
-4
r
L. .
L.
i
EXISTING UT ILITIES SHOWN AR E SHOWN IN AN APPRO XIM ATE WAY O NLY. THE CONTRACTOR SH ALL OETERM IrE TIE EXACT
LOCATIO N OF ANY AND ALL EXISTIN G LIT!! ITIES BEFORE COMM LACING WORK. HE AGR EES TO BE FU LLY RESPONS IBLE FO RA M'
ATM ALL DAM AGES ARISING OU T OF HIS FAILUR E TO EXA CTLY LO CATE AND PRESERV E A NY AND ALL EXISTING UTILTNES.
DESIGNER
NO.
BY DA TE REVISIO NS
nit ttCC or for if 4U011011 Rt/t l41
S89°51'41"W 647 .66 a.
T
• w: ,:•
♦ • • • • IteWaier , * i I •
• w ♦ • • �r
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514.1
m
O1°29'39' W 328.
Tr i-I BMW
T
NORTH
50 25 0 25 50 100
••••i
SCALE IN FEET
Tot al
Tre e # Tre e Species Condition Cal. inc.
153 Elm, Siberian Good 24 .0
154 Elm, Siberian Fair 21.0
155 Boxeld er Fair 14.0
156 Oak, bur Good 12.5
157 Boxelder Good 12.0
158 Boxelder Good 9.0
159 Boxelder Go od 9.0
160 Ash, green Good 16.0
161 Elm, American Good 8.0
162 Willow Good 55.0
163 Elm, Am eric an G ood 8.5
164 Ash, green Good 9.0
165 Ash, green Good 9,5
166 Ash, green Good 13.5
167 Will ow Fair 11.0
168 Ash, green Good 8.0
169 Ash, green Good 13 .0
170 Ash, green G ood 11.5
171 Maple, siher Fair 30 .0
172 Cottonwood Good 40 .0
173 Ash, green Fair 35.0
174 Ash, green Poor 16.5
175 Cott onwood Good 35 .0
176 Ash, green Good 11 .5
177 Willow ,Good 33.0
178 Boxelder Fair 20.5
179 Boxelder Fair 13 .0
180 Willow Fair 19 .5
181 Ash, green Good 8.0
182 Ash, green Good 13.0
183 Ash, gree n G ood 14.5
184 Ash, gree n Good 11 .5
185 Ash, green Fair 12.0
186 Elm, American Fair 9.0
187 Ash, gre en Good 9.5
188 Boxelder Good 11.5
189 Willow Fair 13 .0
190 Ash, green Fair 8.5
191 Willow Good 12.0
192 Willow Good 15.0.
193 Willow Poor 20.0
194 Ash, green Good 10.0
195 Ash, gr een Good 13.5
196 Ash, green Good 8.5
197 Ash, green Good 12 .0
• 198 Ash, green Good 12 .9
199 Ash, gr een Good 11.5
200 Ash, green Good 12.0
201 Ash, green Good 16.5
202 Ash, green Good 8 .5
203 Cott onw ood Fair 40.0
204 Cottonwood Fair 41.0
205 Willow Fair 10 .5
206 Ash, green Good 9.0
207 Ash, green G ood 8.0
208 Ash, green Good 17.0
209 Willow Fair 9 .5
210 Willow Good 10.0
211 Cottonwood Good 28.0
212 Ash, green Fair 15.0
213 Oak, bur Good 14 .0
OUr ..iIL I
Cr.l I,: (;: l
Total Caliper Inches 983 .4
Exempt Caliper Inches 0 .0
N et Caliper Inches 983.4
50% of Net 491.7
Caliper Inches Removed 0.0
Removal Perce nt age 0 .00%
C8I 166Tss
XXX
DRAWN BY
ERJ
CHECKED BY
RSM
DATE
USE (INCLUDING CO PYING, DISTRIBUTION , AND/O R CONVEY ANCE OF
INFO RM ATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
SATHRE-BERGQU IST, INC: s EXPR ESS WRITTEN AUTHORIZATION. USE WITHOUT
SAID AUTHO RIZATION CO NSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMA TE
USER OR PARTY LEGALLY RESPONSIBLE FO R DAM AGES OR LOSSES RESULTING
FROM ILLEGITM ATE USE.
I HEREBY CER TIFY THA T THIS PLAN OR SPECIFICATIO N WAS
PREPAR ED BY ME OR UNDER MY DIRECT SUPERV ISION AND THAT I
AM A DULY REGISTERED PROFESSION AL ENGINEER UNDER THE
LAWS OF THE STA TE OF M INNESO TA.
R-44
S hil��
RO BERT S. OLS AD, P.E.
Date: OI. 04 /11 Lic. No
SEEPS sR
SATHRE-BERGQUIST, INC .
150 SOUTH BROADWAY WAYZAT A, MN. 55391 (952) 476-6000
O �FR S P ` 's
CITY PROJECT NO.
MEDINA,
MINNESOTA
TREE SURVEY
THE ENCLA VE AT MEDINA 5TH ADDITION
LENNAR
FILE NO .
5401-659
TS
TS
06/06/13
REVISIONS
BYE
0
0
Nolan Additio n Bu ffer Planting Schedule
KEY
CO MM ON NAME
BOTANICAL NAM E
IITY
SIZE
NO TES
Tree s
AM
Auatmn Blaze Maple
Ac e r haema rw 'Jeffo a
1
2.5 BB
Straight single leader
RM
Red Maple
Ace , n or m
2
2. 5 BB
Straight sago leader
Evergreen Trees
BH
Black Hills Spruce
Picea glauca dersa ta
7
8' BB
NS
Norway Spruce
Picea abuts
6
6' BB
Understory
PC
Profusion Crab
Ma kks 'Profusio n'
5
Y B8
Straight eagle leader
Shrubs
BC
Blac k Chokebeny
Amnia meharacarpa elata
3
36• M
Plante O.C .
FM
Me adowlark Forsythia
Fo rsythia r 'Meadoalarl'
6
36' ht
Plan t T O .C .
LAURIERS FIRST
Nolan Addition Lot Tree Planting Schedule
KEY
COM MON NAME
BOTANICAL NAME
;ITT
SIZE
NOTES
Trees
AL
Re dmond Lin den
Tina americans R edmo nd'
4
2.5 B8
Straight sire leader
HL
Skyline Honey Locust
Gledtsie tnacam nos VW 6 em0s SkAcre'
3
2.5 BB
Str aight single leader
PE
Princton Elm
Uknus amencana Princeto n
3
2.5 BB
Str aight single leader
RM
Red Maple
Acer ru bnrn
5
2.5 BB
Str aight singl e leader
RO
Re d Oak
Ouercu s ruble
3
2.5 BB
Str aight singl e leader
POND G
rwl 1004,0
hw110 05,
Planting Point Requir ement
.3 Opacity 276 points p er 100'
25 foot Buffer Width
328 Total Feet of Buffer
Point Requirment = 906 Points
Type Point Val ue Qty
P oints
Overstory Tree
50
3
150
T all Evergreen
50
13
650
Understory Tree
15
5
75
Tall Shrub
5
9
45
Total
40 20 0 20 40 80
SCALE IN FEET
920
I hereby certify that this plan, atlfI cation or report was
prepared by me or under boot sup ervision and that
lam a duly registered o cap e Archit ect und er the
laws of Ne tof Minn esot a.
signed: n• -- r
Date: ft -6_01 Registr ation th 20144
0
U
�--+ CA
MI r --H
U
O
CA 1.4
CA
U023
� U
100 East Second Street, Chaska, MN 55318 / (952)361-0644
NOLAN ADDITION
BUFFER YARD & LOT TREE PLANTING PLAN
THE ENCLAVE
MEDINA, MINNESOTA
LENNAR CORP .
J
DRAWN
TDW
CHECKED
TDW
DATE
6/6/2013
SCALE
AS SH OWN
J OB N O.
5401-634
FILE:
N OLAN ADD. BUFFER PLANTING
SHEET
BP -1
BP -1
\OF SHEET
L
699-L0tS
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91' 9001 = A]131NIOd M01
m
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'S3LLIl1, OM,. 11V ONV ANY 3,N353N3 cm 3.00 1,10.3 013/3011113 SIH 30 NO ONISItlY 5306 WVO 11V OW
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N N v W
(1008.6)
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EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIM ATE WAY O M, TIE C ONTR ACTO R SHALL DETERM INE THE EXACT
I°CA TION OF A NY AND A ll XISTING UTILITIES B EFORE COMM HANG WO RK. HE AGR EES TO BE FULLY RESPoNSIBL E FOR ANY
AND ALL DAMAG ES ARISING OU T OF MS FAILUR E TO EXAC TLY LO CATE A ND PRESERVE ANY AND A LL EXISTING UTSITES.
° ,.114.6)__
C0
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6' CONCRE
WA LK (tyr.)
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Temp
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- T N 95 I DOWIOtSW, E SUMO
_.. .__Ir._ IBM. RIP . PUFF MD ELF SEA LING
-CO VER 4R EQ. WON 2 CONCEA LED NOI
seam / Molts
/
MCN E510E OkTAIIS M2MA MOF 2 um WUD RM UP S CB NaRE
b0ISIMENT RINGS W ITH WILL DO , M ORTAR
BETW EEN EACH. 1 RING WIT .170 REDO , MORTAR .0. 7.
wEGG K'ATM SH ILL BE POW PORTLA ND SPE.Q OR
. AP PR OVED EQUAL AN IT RML TOP MAT
/ (RNOCR wwera OR APPROK D ECM.) SSW.
E INSTALLED WO. A WROW O RATER PROOF
CANU AMMA N 1%RR N1 INFESKELD al
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THE CASTINGMO RIGS ARO O AR COM E
\. SECTION (r N ee
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T
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COIALR 10511
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INTEGRAL WE•H1A 4
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0.0661 SOPS. M EP.M EP.011
50.21. EQUAL. WON Ua wn.ALIWNM BMW
A PPL0vWHOLE STEPS 9 WL
Tl10E
SLAM BO TART META WOOL
PORTEDN OF CON E 6 FACING
DOWNSTREAM.
ALL WA DS IN MAN.. , TO N INE
V AM RAW ER GARETS
�LAE KWIC. 6007 DR RILLIL
PRN*01omen FOR EAM MOW
o..t
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wt. REM EWMM. ECa ASS LY
OF
W wINE
AOUR+N Awn6E.ORASO IY IS I0.
REQUIRED, EE EEan un ox s roaMmE
DEEArts
moue BLA6 60070X,6 mow s*. r
FO R 1S DEM. 0.116,1E TM00[ S5 P
FONMN OF O EM D ERIVE MM HY,
Ake RIONfOR L W 1.rYE -1R'U FBI.
M. MUM
IAN. ball
SANITARY SEW ER DROP INLET MANHOLE
mon o M4A A. DU CO INC
mAaLESO --
* POW. FOP ME AID ENDS SHAD .
CONSIST O A MINIMUM CP.5C Y. OF
/iDREGATE (MOOT MK
NORTH
ERO AND RISER 9 .1 E
FIAEO ON VIRGIN maNDOR
0MCTED STAI6MNG
AGGREGATE (MOOT 3119.2 0
SAN
NOTE
WOM B OW SANITAR Y WO N 6DEEPR TARN SAS,
WRY. RISERS SW, E WOWED
30 15 0 15 30 60
OMEN III
SCALE IN FEET
SERVICE RISER
S.0
D OA TRACER WAL E TO
MY S*AcT WEAL ONE
CONTINUOUS Rai. No
SPLICE S
-HYDRANT FLAG
lotak floceR M.
Tar 1
W ATEROI6 PINCER
• I / Wee >230ro
CONN EC T TRAM DARE TO
NOV/HY DRANTwM ON R
MINIM (OE AR WRING )
SN O{OLL TO E TAMED.
\.l2 CHUM MD ARID
STRARO NPPER IRKED WIRE TO E
N SI(Y UI• PIC H ON WORD I'
R RE.
I 0®C YA R61 Y7
050 CRo9 RO M 1E0 RO
COVER WOOL LA YERS
POLYEIHYLEte WRAP.
"r 0680 1E KOCR
TO ALL FITTINGS WITH EIS OF TWO.3/4• DIAM ETER ROCS (STA 4
STEEL 0R EPDXY 06104), 00 WON E4P.UCd
NOM
GROUNDWATER
D PE0L 5DRED W ENENA WORMER ARE INSTM®M AR AEAS
1 WIT 1X0.1 GRONOW A11TER UM, AS OETERMEO BY DEWATERM REQUIRPMEN TS61.11wans W D
TH E art ENGINEER TE IRON NO.. A WL. E PANT® SW[ FOR ALL TrOAPPD S WITH
PLLOGIO MAP NOTES.
1 ALL DMTIE IRON WATdNMNF MUS SPE. E & WON ROMO POD MATO MD
FaYw A6FED(ALL mainTAPO2
NYNU NTS MOE MARKED PM STAINTSIG . TAG FMN6 10.4 Y.
4. CONTRACTM SHALL SUPPLY TWO HYDRAN T PUG 4 C E 10 E O SaLLO ON THE
MILAN , AND THE ECM) DPIV[EO TOTE MOM.NOMMOM. WRIT,
S.OL NrNUNT EE LEADS ATO E OPSLTO T RIWITH DP.
B. ALL WATERMb1 BOLTS SHALL E GORE -BLUE OR AMMO ERAW.
T. HYDRA NTS M. 50 WAT BROS PACK ROB S) -25040 WIM TW O PUMMR NCIIES AS
ECows.00 ST COY.
HYDRANT DETAIL
WAT-01
PRE CAST (NE AT MST E L/2 NWE1R esTE PIPE PM
IMO . SLO PED 2.10 W Ma 1E MEAT.
AE
4
NOTES:
1. SANITARY CASTINGS SHALL BE NEENAH R -1642B .
M EDI NA
M AO
CASTING
R16MS
A
27
.L WOLE STEPS MI E PLACE D
05 CONE s WING 4 116-TRITcAL HA1 .
WPM R16RB M ATE AND CODER OR
EpML PRIM 20NEHE0 MQ X0., 5
MNORw DP 2 AND WO W. OF506RETE
AOR STEHTM OS ABM FULL IO O MORTAR
RE6WEFA SACK I RING WITH WNW .Or .
MORTAR 9011 E RARE PORT,. SPFCMM
AMTIED B pML
4.11•555.05.155. XA1(Amoco SK*B6OR
Al11a2WD EQUAL) SHALL E MULLED MTH
A.RO .w WAW A PROOF O LL UAMM AN
CREWS 180610 4 DR APPROVED KA RL
OGTOL SMALL.. E0 AROUND ME 01645 NO
R INGS 40 OK I DO . CM! SECTION (r
INTERIOR PA NOLE WALLS MALL MPLETELY LIMO 91114 10POPS91 E
COMPLETELY WHI N
MW PQLES 1 AROMP PO RPOR CR AS
OMRWEE REQUIRED, SSE SPECIFICATIONS
FOR 11011E WAILS.
66210E Sipe, NEENA N RISC
OR EQUAL Le a9. Man.
ALUMNA MPS A PPR OV ED .
A62D NT5 IN Mott To owe
.0.1.6 NIeBR BASKETS
P OESIW : EM 011/0 661
WON INSIDE PA CE OF WALL
316+4-*. P OWWOW OR 10141
DEROKEIT69E NTRMTE
MOM 966 mime. OF ME E AST WI
2
IS WPAIS EAND BEEP an NOR A66I '
IN TH.NESS Fm rare Oa OEDI
GREATER MAN 14.
SANITARY SEWER MANHOLE
MN, 2011
HA P
SAN -01
ALL NOY cum RC M MIST MAW MR WREN AN EXISTING COPS BOX S ON A CONSTRUCTION
OR RYCON SIWICTN4N PRO JECT, RIM ROCS SHAD. E MAUL, TO ALL OMB BORES ON THAT PROJECT.
MB D TA S HA LL E PLIED r BELOW FINISH GARDE
TRACER W INE SHA LL E COMMIT To THE O JIM Bo x wEINAN ArobEO CAST BRASS CHORD CLA W
GRADE. MENU OF OMB MUM TIE MAP O AT LOCA TION OF OAHE
001 L(TID a
PE TRARSITION FITINGB AWL E FOUR MA RE NM TRANSITION FITTINGS CA APPROVED EQWL
M ob SHALL E ST RAN T M AID. ROBS MOVDO MOM@ BY ENGINEER
F
1•FORD L
MUTCNE
COARCHA l10N
STOP. sume5
STEEL Sba EPR
9f [6EGTIO N.
VA IAn1 1
,TAU FENCE PO STS ,TEN D Of WAVER AND
POTTED BLUE MID GREEN ESPECNVEIY. i
NENAH CASTING,
.R-,914- 0. FORD AI, OP
EQUAA msrnum OVER:.
CURB STOP L OC ATED IN:.
61MWAY p ROANS TOT:,
10DRAIN M;AAO
UO1TY FA424ENT
WOMEN ENVIa
SO NDAE O HU N
ROPE -2M
CURVED
*AIR SER VICE j SE GME NTAL
',PVC COMER MAMMEnO(U
AXIL IPS, PEI .
.D OMES
SUPPORT FOR COWS RATION
A10 DLEANE. . AWL CONSIST
OF AE OS. QS Cr. Or
66EGTEEQLW TO
31.9.. (.102 1,1200.0RO*.5OEY
QM NK ED
• b PE SER VICES ALLOVIEO W ITH W WAIEFFMO.
WOOD r7r.UEA TOE I
P ACED FROM r BELOW T O4-
ADM SANITARY SERVICE
MEDI NA
SEWER AND WATER
SERVICE CONNECTION
JAN. 2011
hAte N o.
5ER-01
C-2
A
MV O WATER.
TEMPO/
IMO GRAD
1•14SAAIR RI PAMO
CAST SAME MOUND
CLAPP TO FO DIAL
IRON M.
ORB BOX OMAC NO8
12 p0
E ARL STRIP
ORE. BURT WO
6¢T POP
B OTH TR ACER WARES
MG
MOUE WIRE.
SOUP, CO Bet
M EDI NA
TRACER WIRE CONNECTI ONS
M. Mil
W AT-0B
2, B. SANITARY SEWER - SCR 35 T021'. 809 26 FOR DEPTHS O VER 20
2. SERVICES AND RISERS SHALL BE 4' SCR 26.
3. EXTERNAL MANHOLE INFRASHIELDS ARE REQUIRED ON ALL MANHOLES.
4. EXTERNAL JOINT WRAP ARE RE QUIRED ON ALL MANHOLES .
5. ALL WATER MAIN SHALL BE PVC C900 DESIGNED TO OPERATE AT 150 PSI PLUS WATERHAM MER.(6 '-DIP CL52.8' C900 (7235 DR 18. 12' C900 CI305 DR14)
6. BUTTERFLY GATE VALVES ARE REQUIRED ON ALL WATERMAIN 12' 6060 LAR GER. ALL GATE VALVES SHALL HAVE STAINLESS STEEL BOLTS.
7. CURB BOXES TO HAVE EXTENSION RODS TO CURB STOP.
9. PR OVIDE P OLYETHYLENE WR AP (EMIL, TUBE TYPE) AROUND ALL W ATER MAIN IN ACC ORDANCE WITH AWW A C-105 ST AND ARDS . ME G-04.0 6 JOINT RESTR AINTS SHALL BE USED ON ALL FITTINGS.
9. HYDRANTS TO BE WB NO . WB-67 250 PP MODIFIED WITH STAINLESS BOLTS. PR OVIDE 2 HYDRAFINDER MARKING DEVICE AND RE -PAINT AFTER INSTALLATI ON.
10. HYDRANT SHALL BE B.O . BURY . WATERMAIN SHALL HAVE 7 .5. C OVER. HYDRANT LEADS SHALL BE CLASS 52 O.I.P.
11. ALL WATERMAIN BOLTS SHALL BE CORE -BLUE ',BOLTS WITH PROTECTED END CAPS.
12. TRACER WIRE SHALL BE RATED UL AND BE 612 COPPER SOLID WIRE STRAND. CONNECTED TO HYDRANT AT BOTTOM BREAKOFF BOLT WITH ELECTRICAL CONNECTOR.
13 . 1' 81.5• IPS PE (5DR t l) SER VI CE WITH CURB ST OP . CURB B OXES SHALL BE INSTALLED TEN FEET PAST THE ROW LINE .
14. ALL SEWER SERVICES ARE LOCATED 3' DOWNSTREAM OF WATER SERVICES.
DESIGNER
NO.
BY DATE
REV ISIO NS
X.
DRAWN BY
ERJ
CHECKED BY
RSM
DATE
06/06/13
USE (INCLUDING CO PYING, DISTRIBUTION, AND/O R CONVEYANCE OF
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
SATHRE-BERGQUIST, INC: s EXPRESS WRITTEN A UTHORIZATIO N. USE WITHOUT
SAID AUTHORIZATIO N CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
INDEM NIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.
SATHRE-BER GQUIST, INC. RESERV ES THE RIGHT TO HOLD ANY ILLEGITIMA TE
USER OR PARTY LEGALLY R ESPONSIBLE FOR DAM AGES OR LOSSES R ESULTING
FROM ILLEGITMA TE USE.
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISI ON AND THAT I
AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE ST ATE OF MINNESOTA.
ROBERT S. MOLST D, P .E .
Dat e: O( .,Of,/3 Llc . No . i4.1 -/i,-8
�E ITS
2 I
w� b
N SATHRE-BERGQUIST, INC.
150 SOUTH BR OADW AY W AYZATA, MN . 55391 (952) 476-6000
a=
CITY PR OJECT N O.
MEDINA,
MINNESOTA
FINAL SANITARY SEWER &
WATERMAIN PLAN
THE ENCLAVE AT MEDINA 5TH ADDITION
LENNAR
FILE NO.
5401-659
4
7
5
i
l
3
1
995. 8
GrN
ur,4.2
L
33,00
12
- W COR NER tic tor 14
ALV?T W SUM 241
10
8- Waternaln
fONO
rvl 997,0
hw/ 999,5
30 15 0 15 30 60
I. .L.� LJ■■■■J
SCALE IN FEET
(1014. 5)
A-4
EXISTING WILIT%ES SHOWN AR E SHO WN IN AN APPROXIM ATE W Y O NLY. THE CO NTRACTO R SH ALL D ETERM INE THE EXAC T
LOCATIO N OF ANY AND AI I EXISTING UTILITIES BEFORE COMMENCING W ORK. HE AGREES TO BE FULLY RESPONSIBI F FO R ANY
APO ALL DAM AGES ARISING OU T OF H IS FA ILURE TO EXAC TLY LOCATE AN D PR ES ER VE ANY A ND ALL EXISTING UTILITIES.
6'CONCR'TE
WALK (ty
Remove
Temp
CDS
A ro
�N . LIN E OF LOT 14 AUar c83 S7B0. 241
S89 °51'41"W 647.66
01 0 1 )
4 u arLiv�s
1 614 .66
0
\
STORM STRUCTURE SCHEDULE
STRUCTURES
DIAMETER
TC
INVERT
BUILD
CASTING
NOTES
CB MH 2
4
1,009 .50
998 .00
11.50
R-3067
CB 3
2 'X3'
1 .009 .50
1.005 .50
4.00
R-3067
A-1
15"
997.00
-
6.0 CY CL.3 RIPRAP
NOTES
1. 4" DRAINTILE SHALL BE INSTALLED AT THE LOWPOINT CATCH BASINS 50' MIN . (Detail Sheet Str-05) (Detail Sto-13)
2. 6" PERFORATED REAR YARD DRAINTILE W/WRAP SHALL BE INSTALLED THROUGH THE INFILTRATION/FILTRATION AREAS AS SHOWN ON
THE PLANS . SEE T HE "T YPICAL DETAIL - I NFILTRATION/FILTRATION AREA" BELOW FOR INSTALLATI ON PURPOSES. (Detail Sto-13)
3. PLASTIC CB's SHALL BE NDS 12 "X12" FOR 6" DRAINTILE AND 18 "X18 " FOR 8" DRAINTILE
4. TIE THE LAST 6 PIPE J OINTS TO FLARED END SECTIONS (Typical).
5. TR ASH GUARDS SHALL BE PLACED ON ALL FL ARED END SECTI ONS (Detail Sheet Sto-08)
6. TIE ALL PIPE JOINTS IN AND OUT OF ALL OUTLET STRUCTURES (Typical) .
7. TEMPORARY INLET PROTECTION PRIOR TO STREET CONSTRUCTI ON (D et ail She et Ero-07).
8. WI MC O'S OR APPROVED EQUAL TO BE INSTALLED AT ALL STORM INLETS . (Detail Ero-08)
9. GRANULAR MATERIAL SHALL BE PLACED UNDE R STORM SEWER PIPE OR STRU CTURES THAT ARE LESS TH AN 48" BELOW FINISHED
GRADE AND EXTEND TO AT LE AST 48" BELOW FINISHED GRADE .
10 . RIP -RAP FOR STORM SEWER SHALL BE CONSTRUCTED USING 1' DIAMETER OR LARGER AND SHALL BE HAND PLACED (Detail Sto-09).
11. RIP -RAP OVERFL OWS SHALL HAVE A MINIMUM OF 10 CY CLASS 3 RIP -RAP WITH A MINIMUM BOTTOM WIDTH OF 4' ON FABRIC .
G 8 S DENOTE GRAVITY OR SU MP DRAINTILE SER VICE TYPES FOR SINGLE FAMILY L OTS.
1020 1-
A
7
1010(------�-
1000
APRON 1
6' APRON
6 CY . CL 3
RIP -RAP
NWL-997 .0
990 1-
980 L
z
0+00
I CBMH2
I TC: 1009 .5
I BLD: 11.5
( DIA: 48.0"
73 '-15" RC'
CL .5 @ 1.3f3 %
0 +50
z
r -1
CB 3
TC: 1009.5
BLD: 4 .0
DIA: 2'x3'
_.4
26'-12 "
RCP
--
1.14%
z
1 +00
990
J 980
DESIGNER
NO.
BY DATE
REVISIONS
XXX
DRAWN BY
ERJ
CHECKED BY
RSM
DATE
USE (INCLUDING COPYING, DISTRIBUTIO N, AND/O R CONVEYANCE OF
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHO UT
SATHRE-BERGQ UIST, INC:s EXPRESS WRITTEN AUTHORIZA TION. USE WITHO UT
SAID AUTHORIZATIO N CONSTITUTES AN ILLEGITIMATE USE AND SHA LL THEREBY
INDEMNIFY SATHRE-BERGQUIST, INC. OF A LL RESPONSIBILITY.
SATHRE-BERGO UIST, INC. RESERV ES THE R IGHT TO HOLD ANY ILLEGITIMATE
USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING
FROM ILLEGITMA TE USE.
I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATIO N WAS
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION A ND THAT I
AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER TH E
LAWS OF THE STATE OF MINNESOTA.
RO BERT S. MO LST D. P.E. t, ,
Date: O(JOy�3 Lic. No. -t F-8
CEPS
SATHRE-BERGQUIST, INC.
04
fWS
PAP
150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
CITY PROJECT NO.
MEDINA,
MINNESOTA
FINAL STORM SEWER PLAN
THE ENCLAVE AT MEDINA 5TH ADDITION
LENNAR
FILE N O.
5401-659
6
7
06/06/13
----3
0
0
01
b
3
#1, CHINN &LO T 74
Nolor7 NMI N/
B. Ran
ITYvI9'iG; 1 \
E DGE bF
r'E 7LANa
:.
50 25
EXISTING U TILITIES SHOWN AR E SHO WN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DE TERMINE THE EXACT
LOC. ATION OF ANY AND All EXISTING U TILITIES BEFO RE COMM NCING WORN. HE AGR EES TO BF FUG Y RESPO NGIHLF FOR AN Y
A ND ALL DAM AGES ARISIN G OU T OF MS FAILURE TO EXA CTLY LOCATE A ND PR ESERVE ANY AND ALL EXISTING UTILTES.
r1N tar or tons A LIMICIFS. HAI Hr
089°51'41'W 647. 66
\\\
2 So*
,
1
w
so
!Wt10
1pB
1911 4
1-14. ♦ i * . ♦ r9. ♦ ♦ ♦ ♦ a=N
♦ i W ,♦ ♦ ♦ IMO.; ♦ ♦ .
ww
/ Ad :0040
J40 05
'
3 i 1
2
- 4,4-.
11 1
.,,A
r AL LAlr or ur a
1 ,vam9s aun HI
v
k
[04. 15
NORT H
0 25 50 100
■
SC ALE IN FEET
oQO QOQ
ROCK ENTRANCE BERM
— — — — SILT FENCE
BIO-R OLL
1� CONCRETE WASH OUT
INLET PROTECTION
WOODFIBER BLANKET
WETLAND BUFFER MONUMENT
CONSERVATION AREA MON UMENT
ON -SITE B MPS - (For more detailed information Secti on 2.2 of the SWPPPI
1. RE DUCE IMPERVIOUS AREA- REDUCTION IN STREET WIDTH FROM 32 T02 5.
2. NURP P OND- NURP POND WILL BE UTILIZED TO MEET OR EXCEED QUALITY A ND RATE C ONTR OL
REQUIREMENTS.
3. SKIM MERS - THE POND OUTLET STRUCTURE INCLUDES A SUBMERGED INLET PIPE TO ALLOW
SKIMMING.(UNIy Contactor)
4. RIP R AP - RIP R AP WILL BE UTILIZE D AT ALL AP RONS FOR ENER GY DISSIPATI ON AND PROVIDE
SEDI MENT CONT ROL- (Utility Co ntra ctor)
5. INLET PROTECTION - INLET PROTECTION WILL BE INSTALLED AND MAINTAINED IN ALL CATCH BASINS
& REAR YARD STRUCTURES . (W IMCC'S OR EQUAL) -(11311y Contractor)
6. SLOPE STA BILIZATI ON - SILT FE NCE WILL BE INSTALLED AL ONG D OWN GR ADIENT GR ADIN G LIMITS
AND W OODFIBER BLANKET WILL BE UTILIZED ON ALL SLOPES 3:1 OR GREATER TO PROVIDE
ADEQUATE SLOPE STABILIZATION . (Gradi ng Co ntact or)
7. BIOROLLS - BIOROLLS WILL BE INST ALLED ALONG RE AR YARD SWALES TO PREVENT SEDIMENT
FROM REA CHIN G THE NURP P OND AND ULTIM ATELY DOWNSTR EA M WETLAN DS(Gradir6 Co ntr actor).
B. INFILTRATION AREAS - INFILTRATI ON AREAS WILL BE UTIUZED TO REDUCE THE AM OUNT OF RUNOFF
FR OM THE INCREASED HARDSURFACE. (Grading Contractor)
9. ST REET SWEEPI NG - ST REET SWEEPI NG WILL BE DO NE A MINI MU M OF ON CE PER WEEK OR AS
NEEDED TO MINIMIZE DUST CONT ROL AND VEHICLE TRACKING .(Grairt and UtYty C ontractor)
10. PHOSPH OR OUS FREE FERTILIZER PHOSPHOROUS FREE FERTIUZER WILL ALSO BE USED ON
SITE -
11. ALL CONCRETE WAS HOUT W ASTE PRODUCED SH ALL BE REMOVED FROM THE SITE . (Utility
Contractor)
DESIGNER
NO.
BY DA TE
REVISIONS
XXX
DRAWN BY
ER J
CHECKED BY
RSM
DATE
06/06/13
USE (INCLUDING COPYING, DISTRIBUTION, AND/O R CO NV EYA NCE OF
INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT
SATHRE-BER GOUIST, INC: s EXPR ESS WRITTEN AUTHORIZATION. USE WITHOUT
SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY
INDEMNIFY SATHRE-BER GQUIST, INC. OF ALL R ESPO NSIBILITY.
SATHRE-BERGOUIST, INC. RESERVES THE RIGHT TO HOLD A NY ILLEGITIMATE
USER OR PARTY LEGALLY RESPONSIBLE FOR DAM AGES OR LOSSES RESULTING
FROM ILLEGITMATE USE.
I HEREBY CERTIFY TH AT THIS PLAN OR SPE CIFICATI ON W AS
PREPARED BY ME OR UNDE R MY DIRECT SUPERVISION AND THAT I
AM A DULY REGISTERED PROFESSI ONAL ENGINEER UNDER THE
LA WS OF THE STATE OF MINNES OTA.
ROBERT S. M OLST D, P.E.
Date: Ojai. LI°. No.
ti
SATHRE-BERGQUIST, INC .
RS
150 S OUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000
71.P�
CITY PROJECT NO.
MEDINA,
MINNESOTA
FINAL GRADING &
EROSION CONTROL PLAN
THE ENCLAVE AT MEDINA 5TH ADDITION
LENNAR '
FILE NO .
5401-659
7
7
AGENDA ITEM: 7
MEMORANDUM
TO: Planning Commission
FROM: Dusty Finke, City Planner
DATE: July 2, 2013
MEETING: July 9, 2013 Planning Commission
SUBJ: St. Peter and Paul Cemetery — Conditional Use Permit — southeast of
County Road 19 and Hamel Road — Public Hearing
Review Deadline
Complete Application Received:
120 -day Review Deadline:
Overview of Request
The Church of St. Peter and Paul has requested conditional use permit approval to expand their
cemetery at the southeast corner of County Road 19 and Hamel Road. Proposed improvements
include 600 new burial sites, an additional looped access drive which matches the existing
looped road, raingardens to treat runoff from the additional hard surface, a trail system around
the expanded cemetery, and landscaping improvements. The applicant has also requested CUP
approval to construct future columbaria structures, although none are expected in the short-term.
Cemeteries are Conditional Uses in the Rural Residential (RR) zoning district, subject to various
supplemental review criteria which will be discussed later in this report. There are two parts of
the existing cemetery: the historic cemetery to the east of the site, and the active portion of the
cemetery immediately west of the wetland. The expansion is proposed to occupy the western
portion of the site which is currently vacant.
RR-UR
ZONING DISTRICT
REGIONAL PARK
PS ZONING DISTRICT
Analysis
Section 826.98 of the City Code includes a list of criteria by which to review CUPs for
cemeteries. This entire list is attached, with a description of the application's compliance with
each item in the list. The remainder of this report goes more into depth with the more
noteworthy items.
Setbacks / Hardcover
RR District
Requirement
Proposed
Front Yard Setback
50 feet
50 feet
Rear Yard Setback
50 feet
50 feet
Side Yard Setback
50 feet
50 feet
Impervious Surfaces
40%
12.8%
Building Height
30 feet
N/A
The applicant proposes to place burial plots against the minimum setbacks (50 feet) to the north,
south, and west. The applicant's drawing actually show the burials in the southwest corner of the
site to cross the setback line, but staff recommends a condition to remove these sites if they do
not meet setback requirements.
Wetlands/Floodplains
An existing wetland is located in the western -center of the site, and no wetland impacts are
proposed. In fact, the proposed construction will not drain to this wetland area and, as a result,
the application does not trigger the City's wetland buffer ordinance.
No floodplain areas are mapped on the subject site.
Building Design
At this time, no specific plans are proposed for structures on the property. The applicant has
submitted information on potential future columbaria structures. The structures are stone and
less than 10 feet in total height. Staff recommends that a condition be added which provides
approval for structures substantially similar to the structure shown in the applicant's submittal.
Any other type of structure would need an amended CUP.
Stormwater and LID Review
The applicant proposes four raingardens to meet the City's surface water management
requirements. These raingardens will also be part of the landscaping plan of the site. In terms of
LID practices, the applicant proposes to limit hardcover for parking and also proposes to only
utilize turf grass in the areas of the burials.
Access /Parking
City ordinances require roadways within cemeteries to be a minimum of 20 feet in width. The
existing roads are less than 20 feet in width, generally between 17-18 feet. The applicant
proposes 18 feet wide roads for the expansion. Staff recommends that any new roads be 20 feet
in width. The cemetery expansion is served off of the existing 17-18 foot wide interior road.
Staff also recommends that the Planning Commission and Council discuss whether the portion of
St. Peter and Paul Cemetery
Page 2 of 5 July 9, 2013
Conditional Use Permit Planning Commission Meeting
the existing road serving the expansion warrants widening. In order to reach the proposed
expansion areas, one would need to travel approximately 200 linear feet over the existing interior
road off of Hamel Road.
Staff recommends that both the existing loop and the new proposed loop road be signed as "one
way" and that parking restrictions be enacted at specified locations in order to improve
circulation. With one-way traffic around the loops and "no -parking" allowed on one side,
adequate circulation should be possible with a 20 -foot wide road.
The applicant does not propose any parking. Unlike Holy Name Cemetery, which was reviewed
for an expansion a few years ago, St. Peter and Paul Church is not adjacent to the cemetery.
Internment ceremonies will necessitate processions.
Generally, City parking regulations attempt to keep parking from private property from
impacting public streets as well as internal circulation. In the case of a cemetery, this would
require large amounts of parking which would very rarely be utilized. In discussion with Medina
police, large processions at this cemetery do occasionally park along Hamel Road. However,
processions of this size will have security/police assistance and have not generally caused traffic
concerns. In terms of parking on the interior roadways, it appears that the following parking
could be accommodated on the subject site:
• New loop road = 14 (if portion is signed "no parking" for emergency access)
• Existing loop road = 12 (if portion is signed "no parking" for emergency access)
• Road between loops = 0 (staff recommends "no parking" for emergency access)
• Narrow drive to east of existing loop = 38 spaces (no room to pass)
The gravel road heading east to the historic portion of the cemetery is approximately 12 feet in
width and an additional 38 vehicles could line up on this stretch. However, this becomes very
distant from burial location, and does not leave it possible for vehicles to pass one another.
Previous CUP approval for a cemetery had included a requirement that proof -of -parking areas be
reserved in case parking becomes a problem in the future. In this case, the "lawn" areas within
the center of the new looped road could serve for future parking, if such a need existed.
Landscaping/Tree Preservation
No trees are proposed to be removed. City ordinances require that "landscaping shall include
overstory trees and be designed to promote a parklike setting." Staff believes the applicant's
proposed landscaping plan accomplishes this objective.
Conditional Use Permit Findings
According to Section 825.39, "in granting a conditional use permit, the [City] shall
consider...the effect of the proposed use upon the health, safety, morals, and general welfare of
occupants or surrounding lands. Among other things, the [City] shall consider the following:
• That the conditional use will not be injurious to the use and enjoyment of other property in the immediate
vicinity for the purposes already permitted, nor substantially diminish and impair property values within the
immediate vicinity.
• That the establishment of the conditional use will not impede the normal and orderly development of
surrounding vacant property for uses predominant in the area.
St. Peter and Paul Cemetery
Page 3 of 5 July 9, 2013
Conditional Use Permit Planning Commission Meeting
" T h a t a d e q u a t e u t i l i t i e s , a c c e s s r o a d s , d r a i n a g e a n d o t h e r n e c e s s a r y f a c i l i t i e s h a v e b e e n o r a r e b e i n g
p r o v i d e d .
" T h a t a d e q u a t e m e a s u r e s h a v e b e e n o r w i l l b e t a k e n t o p r o v i d e s u f f i c i e n t o f f - s t r e e t p a r k i n g a n d l o a d i n g
s p a c e t o s e r v e t h e p r o p o s e d u s e .
" T h a t a d e q u a t e m e a s u r e s h a v e b e e n o r w i l l b e t a k e n t o p r e v e n t o r c o n t r o l o f f e n s i v e o d o r , f u m e s , d u s t , n o i s e
a n d v i b r a t i o n , s o t h a t n o n e o f t h e s e w i l l c o n s t i t u t e a n u i s a n c e , a n d t o c o n t r o l l i g h t e d s i g n s a n d o t h e r l i g h t s
i n s u c h a m a n n e r t h a t n o d i s t u r b a n c e t o n e i g h b o r i n g p r o p e r t i e s w i l l r e s u l t .
" T h e u s e , i n t h e o p i n i o n o f t h e C i t y C o u n c i l , i s r e a s o n a b l y r e l a t e d t o t h e o v e r a l l n e e d s o f t h e C i t y a n d t o t h e
e x i s t i n g l a n d u s e .
" T h e u s e i s c o n s i s t e n t w i t h t h e p u r p o s e s o f t h e z o n i n g c o d e a n d t h e p u r p o s e s o f t h e z o n i n g d i s t r i c t i n w h i c h
t h e a p p l i c a n t i n t e n d s t o l o c a t e t h e p r o p o s e d u s e .
" T h e u s e i s n o t i n c o n f l i c t w i t h t h e p o l i c i e s p l a n o f t h e C i t y .
" T h e u s e w i l l n o t c a u s e t r a f f i c h a z a r d o r c o n g e s t i o n .
" E x i s t i n g b u s i n e s s e s n e a r b y w i l l n o t b e a d v e r s e l y a f f e c t e d b y i n t r u s i o n o f n o i s e , g l a r e o r g e n e r a l
u n s i g h t l i n e s s .
" T h e d e v e l o p e r s h a l l s u b m i t a t i m e s c h e d u l e f o r c o m p l e t i o n o f t h e p r o j e c t .
" T h e d e v e l o p e r s h a l l p r o v i d e p r o o f o f o w n e r s h i p o f t h e p r o p e r t y t o t h e Z o n i n g O f f i c e r . "