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HomeMy Public PortalAbout11-12-2013MEDINA PLANNING COMMISSION AGENDA TUESDAY, NOVEMBER 12, 2013 7:00 P.M. CITY HALL (2052 County Road 24) 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 October 8, 2013 Planning Commission minutes 6. Public Hearing - Jeff Pederson — 710 Shawnee Woods Road and 4412 Co. Rd. 116 — Preliminary Plat for Single Family parcels and a Rezoning from Rural Residential -Urban Reserve to Single Family Residential. 7. Council Meeting Schedule 8. Adjourn POSTED IN CITY HALL NOVEMBER 1, 2013 MEMORANDUM TO: Mayor Weir and Members of the City Council FROM: Dusty Finke, City Planner; through City Administrator Scott Johnson DATE: October 31, 2013 SUBJ: Planning Department Updates November 6, 2013 City Council Meeting Land Use Application Reviews A) Lennar Variance — 3032 Basswood Road — Lennar has requested a variance from 7.5 feet to 5.0 feet for the side setback for the first detached townhome constructed in the Enclave at Brockton. The home was constructed following the wrong setback requirements of the PUD, and staff did not catch the error during the permit review. A Public Hearing was held at the October 8, 2013 Planning Commission meeting and the Commission unanimously recommended approval. The application will be presented to the City Council at the November 6 meeting. B) D.R. Horton Stage I Plan — D.R. Horton has requested Stage Plan I approval for development of Mixed Use property west of Arrowhead, east of Mohawk and north of Highway 55. The entire property is approximately 84 acres in area (approximately 59 acres upland) and the applicant proposes 85 single family lots, a 54 unit apartment building and 5 acres of commercial development. The Planning Commission held a Public Hearing at the September 10 meeting and recommended substantial changes to the Stage I Plan and denial as presented. The applicant has updated the Stage I Plan, and the Planning Commission reviewed at the October 8 meeting. The Commission recommended approval with a number of changes, including reducing the height of the apartment building and incorporating additional type(s) of housing. Staff is in discussion with the DNR related to the extension of Chippewa Road, and the application is tentatively scheduled for review by the City Council at the December 3 meeting. C) 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 RI single family lots. The request includes a vacation of a portion of Shawnee Woods Trail and a partial waiver from tree preservation requirements. The Planning Commission is scheduled to hold a Public Hearing at the November meeting. D) Wakefield Subdivision — 3385 County Road 24 — The Wakefield Family Partnership has requested approval of a rural subdivision of 74 acres at the southeast corner of Homestead Trail and County Road 24. The applicant has submitted addition information for review, and a Public Hearing is tentatively scheduled for the November Planning Commission if the application is deemed complete. 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. A Public Hearing was held at the September 10 Planning Commission meeting, and the applicant requested that the Commission table the application to allow them to address staff comments. F) 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. The Planning Commission held a Public Hearing at the July 9 meeting and recommended approval. The Planning Department Update Page 1 of 2 November 6, 2013 City Council Meeting applicant requested that the Council delay review until they could work through some of the conditions. G) Hartray Lot Combination — 4035 Apache Drive — the property owner has requested approval of a lot combination of two lots which do not meet minimum lot size standards in order to create a lot which is less non -conforming. The combination will also allow the construction of a new septic system, because the only potential location lies across the common lot line. The request is incomplete for review at this time, and will be presented to the Council when complete. H) 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 City Council reviewed at the August 7 meeting and adopted a resolution of approval at the August 20 meeting. Staff will work with the owners to finalize the conditions of approval. I) 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. J) Brede Estate Plat — The Estate of Caroline Brede has requested to re -plat property at 2921 and 2929 Lakeshore Avenue in the Independence Beach neighborhood. The applicant proposes two lots on approximately an acre of property. Granting right-of-way for Lakeshore Ave. causes the existing garage to no longer comply with front setback requirements, so the applicant has also requested a variance. The Commission recommended approval of the variance. The City Council adopted resolutions granting approval at the October 15 meeting. Staff will work with the applicant to finalize the conditions of approval. Other Projects A) Met Council Thrive MSP 2040 Workshop — staff attended a workshop conducted by Met Council staff related to the 2020-2040 Comp Plan process. Met Council staff indicated that the draft population forecasts were going to be adjusted, and staff's impression is that more of the households will shift back to suburban developing cities like Medina. Staff will prepare information to submit to Met Council forecasters to assist. B) City Hall space planning — staff has been designing office layouts for City Hall after the police and public works move to their new facility. C) Laserfische demonstration — staff attended a demo of software which can provide electronic document retention. Admin staff are considering implementation. D) Business Tours — staff toured Highway 55 Rental, Go2Print Media, and West Financial as part of the City's continuing efforts to reach out to local businesses. E) On -going Litigation — Staff continues to be involved in discussions related to on -going litigation. Planning Department Update Page 2 of 2 November 6, 2013 City Council Meeting 1 CITY OF MEDINA 2 PLANNING COMMISSION 3 DRAFT Meeting Minutes 4 Tuesday, October 8, 2013 5 6 1. Call to Order: Commissioner R. Reid called the meeting to order at 7:00 p.m. 7 8 Present: Planning Commissioners, Robin Reid, Randy Foote, Victoria Reid, Mark 9 Osmanski, and Kent Williams. 10 11 Absent: Commissioners Nolan and Mitchell 12 13 Also Present: City Councilmember Kathleen Martin, City Councilmember Jeff 14 Pederson, City Planner Dusty Finke, and Planning Assistant Debra Peterson. 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 September 10, 2013 Draft Planning Commission meeting 27 minutes. 28 29 Motion by Foote, seconded by V. Reid, to approve the September 10, 2013 30 Planning Commission minutes as written. Motion carries. (Absent: Nolan and 31 Mitchell) 32 33 6. Public Hearing — D.R. Horton — Stage I Plan for a mixed use development — 34 north of Highway 55 between Arrowhead Dr. and Mohawk Dr. 35 R. Reid explained the planning process for a Stage I Plan. She said it is for the 36 Commission and staff to review the major concept of the development and that the 37 major details would not be part of this Stage I process. Finke summarized the 38 application. He said it was an 80 acre project with mainly residential and minimum 39 commercial. The commercial area was not being planned at this time, but an area 40 was designated for it. He said the property is zoned Mixed Use. He briefly 41 summarized the changes from the previous plan the Commission reviewed in 42 September. He said the large wooded area is being proposed to be parkland and 43 dedicated to the City. Finke said if this area was taken away from the parcel the 44 proposed plan would still meet density requirements. He said the applicant proposes 45 to develop predominantly residential and would have a density of 3.5-7 units/acre. 1 a 46 He said the areas abutting and within 300 linear feet of Hwy 55 would be required to 47 be commercial. He said more than one housing type would be required and with the 48 current mix, a minimum of 138 units would be needed to meet density requirements 49 of 3.5-7 units/acre. The apartment building is being proposed to have three stories 50 and 54 units. 51 52 Finke explained the previous design had 8 of the 9 acres of woods to be removed. He 53 said with the new plan they propose to preserve 3.25 acres of wooded area. 54 55 Finke pointed out that the big question was the connection between Chippewa Road 56 and Arrowhead. He said the applicant had raised concern with the viability of the 57 project if the connection was required by the City. Finke explained it had been the 58 policy of the City to require a developer to construct the roadways. 59 60 V. Reid asked if the apartment building was two stories what the density would be. 61 Finke said the previous plan was a 46 unit building and it was two stories in height. 62 63 V. Reid asked what the downside would be to the City if we accepted the wooded 64 land area. Finke said long term maintenance, but the City has done this previously in 65 other projects. V. Reid asked if the City wouldn't feel the woods would be protected 66 longer if they owned it. Finke said yes they would be. He said the maintenance 67 concern is if, as an example, the trees get a disease and require removal. 68 69 R. Reid asked if the area to connect Chippewa was a wetland. Finke said yes. R. 70 Reid asked if it would be expensive, and Finke said yes it would likely be. 71 72 Williams said the northern portion of the development was similar to other 73 developments the City had reviewed, but questioned the Mixed Use aspect. He said 74 there had been changes made but didn't see the proposal having duplexes or anything 75 different. He asked Finke if this was the time to figure out what uses the City wanted. 76 Finke said Stage I is the time. 77 78 Ron Mullenbach of D.R. Horton said Finke had done a good job with his presentation 79 explaining the project and what the changes had been since the previous meeting. He 80 said tree impacts had been significantly reduced and they are looking for some 81 consideration for credit of Park Dedication if the City takes over the wooded area. He 82 said they are really limited to the mix of uses for the site since the property is 83 significantly divided by a large wetland and difficult for transitioning of uses. He 84 said they would be open to constructing a two story apartment building. If they were 85 to do that he explained they would have to construct some twin homes and 86 townhomes to make up for the density loss. He summarized his conversations with 87 the Watershed regarding the Chippewa Road. He said they don't think their proposed 88 development would trigger the need for Chippewa Road to go through if a traffic 89 study was completed. Williams asked why the applicant didn't want townhomes 90 along the east side. Williams suggested townhomes to be placed north of OSI to 91 function as a transition. Mullenbach said they had looked at the location for 2 F. 92 townhomes and he said due to grades, they would be very limited and they would be 93 lacking the density they would need if townhomes were constructed in that location. 94 He said from a transition standpoint they look at peoples lifestyles. He said often 95 times your transitions should be made in the rear yards rather than front yards so that 96 single family homes aren't looking across the street from townhomes. He suggested 97 that the wetlands could be the transition. 98 99 Mullenbach didn't think there was a market today for townhomes. He said the single 100 family styles sell, but the townhomes aren't as viable today. He believes a need 101 exists for empty nester style homes, though this particular location doesn't have a lot 102 of support for it such as retail and service uses. He said retailers like Target typically 103 operate on a 10 mile radius and smaller retailers target a two mile radius and they 104 count rooftops. He said the area currently around the subject property had minimal 105 rooftops. 106 107 R. Reid voiced her dislike with homes that have a row of walkouts and have 6 or 8 in 108 a row and they end up with a flat wall with windows facing directly towards each 109 other. She said she noticed in Lennar that the balconies and decks added some 110 breakup, but Mullenbach explained that was typically an option of the homeowner. 111 Mullenbach said they offer options such as decks and porches, but do not require it of 112 the buyer at the time of construction. He said some of their homes had that relief and 113 would like to see that along Arrowhead Road. Foote asked if Mullenbach had 114 covenants as for color. Horton explained their regulations. He said what the 115 Commission would like to see is what buyers want to see. R. Reid said she thought 116 the pallet is too tight and is too boring in the Lennar development. Mullenbach said 117 they have some control since approximately half their homes are preselected. 118 Mullenbach said he would like to see more curved streets rather than the straight 119 roadway on the west side. 120 121 V. Reid asked Finke if the City still wanted Chippewa Trail to go through. Finke said 122 yes. 123 124 Williams asked if the City required the road to go through and if so, how would the 125 process work. Finke said there are requirements for mitigation. He said some 126 impacts were required for Meander. Williams asked if the applicant was willing to 127 construct the road through, and Finke said they didn't initially. 128 129 Williams asked if a tree inventory had been completed to see what existed. Finke 130 said they'd walked it with the City's Arborist, but hadn't received the results back. 131 Finke said the woods weren't considered high quality. He said the upland areas are 132 higher quality than the lower areas that consist of ash trees. Williams asked the 133 applicant if the City took the land for Park Dedication would it be public. Mullenbach 134 said if taken as park land then they should get credit for it and the area could be 135 utilized by the public. 136 3 137 R. Reid asked if the Park Commission would be reviewing the application. Finke 138 said yes. R. Reid and V. Reid said that even though the wooded area may not be of 139 higher quality it is still adjacent to wetlands and wildlife utilize the area, with woods 140 providing a buffer. 141 142 Finke pointed out that the park in the Bridgewater development is of concern to the 143 Park Commission since it has limited access to the public. 144 145 Public Hearing opened at 8:04 p.m. 146 147 Mike Kuklok of OSI spoke and said one of their concerns was public safety. He said 148 they would like a fence in between their property and future development. He said 149 they have trails and a retention pond that wasn't appropriate for children. He said it 150 could easily be turned into a skating rink and they didn't want the public wandering 151 over onto their property. 152 153 Finke said a fence could be incorporated in Stage II. 154 155 Craig Roy of 1952 Chippewa Road said their biggest concern was putting a road 156 through Chippewa and who would be paying for the road. He was concerned with 157 being assessed for it. Finke explained. Finke said there had been a road there 158 previously and was able to walk it and stay dry. Craig said most of the time their 159 property was dry. He said areas have standing water 12-18" in depth since 160 development started taking place in the area. Roy said the land area isn't like it used 161 to be years ago. R. Reid asked if the City Engineer would work on resolving drainage 162 issues in the area. Roy asked if Mohawk would have full access. Finke said it 163 wouldn't be full access. 164 165 R. Reid said she liked the three story apartment building concept. 166 167 Williams asked how the City is meeting its density and population goals. Finke said 168 in terms of density the City is on the low end. He said most developments are barely 169 above the lowest density. He said the comp plan projections show the City on pace. 170 He said the Met Council already provided projections showing a reduction in 171 population, but it is only a draft. Williams asked if the City would be alright if the 172 applicant chose to propose single family and townhomes and waited for the 173 construction of the townhomes. Finke said yes, the City would be alright with it. 174 175 V. Reid asked what they are trying to accomplish as a City. She said for her it's 176 having a variety of housing styles and the Mixed Use district allows for the variety of 177 uses. She said she is happy with the commercial aspect and likes the parkland and 178 trees preserved in the revised plans with the City taking it over. She said she was 179 troubled with a three story building and would like to keep the mixed use zoning 180 designation. She would also like to see the road go through Chippewa since there 181 aren't really any other alternatives. 182 4 183 Foote said he agreed with V. Reid. He said the current plan only provides low 184 density and high density and nothing in between. He also agrees that Chippewa 185 should be required as part of the project. 186 187 Osmanski said he doesn't mind the plan as is, except a traffic study should be 188 completed to figure out a solution as to how Chippewa Road should be handled 189 before the project moves ahead. 190 191 Williams said the revised plan is definitely an improvement from the previous design. 192 He is still struggling with the three-story apartment building and would like to see 193 more of a mix of home types. He suggested having higher density style housing such 194 as townhomes just north of OSI as a transition. He also felt Chippewa should be 195 constructed all the way through. He suggested the applicant get cost estimates for the 196 construction of the road. He is also in favor of the wooded area being dedicated for 197 Park Dedication. 198 199 V. Reid said a benefit must exist to extend the roadway and would also like to see 200 cost analysis. She said the three-story building would be too much density for the 201 area. It's a beautiful property and a large building would seem too large for the area. 202 203 Foote said he didn't have an issue with a three-story building. 204 205 V. Reid asked the applicant about the demographics of the apartment building. 206 Mullenbach said the apartment would occupy a lot of younger couples, singles, and 207 people going through lifestyle transitions such as divorce. V. Reid commented that 208 she didn't see an area for children to play and wouldn't count the woods. 209 210 Mullenbach said they would want to provide something on -site such as a tot lot for all 211 of the residential types. 212 213 Recommendations Discussed: 214 V. Reid recommended we keep the property zoned mixed use and would like to see a 215 greater mix of uses. She agrees with accepting the wooded area as a park dedication 216 in lieu of cash in some way. Chippewa should be extended all the way through, but 217 an evaluation should be done as to who pays for it. She asked that the City work with 218 the developer to come to some agreement to develop Chippewa Road. 219 220 Public Hearing closed at 8:40 p.m. 221 222 Motion by V. Reid, seconded by Williams, to approve the Stage I Plan for a Mixed 223 Use development with 1) zoning remaining as it is; 2) accepting the wooded area for 224 parkland in lieu of cash; and 3) Chippewa should be extended all the way through 225 with an evaluation completed to figure out how it will be paid. Motion carries. 226 (Absent: Nolan, Mitchell) 227 5 228 7. Estate of Caroline Brede — Variance to reduce front setback requirement from 229 30 feet to 23 feet in order to dedicate right-of-way to the City — 2921 Lakeshore 230 Ave. 231 Finke summarized the application. He explained the site already had a 232 nonconformity issue, but the City was not recommending anything to change that. 233 Finke explained the City requested right-of-way to be dedicated on their previous 234 application which was a plat. By the City taking right-of-way it brought their property 235 line closer to their home and not meeting front yard setback requirements. Finke said 236 the City did not have to go through the Variance process, but the property owner 237 requested it be done. 238 239 Foote asked for clarification of the first condition in the staff report. Finke explained 240 that by granting the Variance it makes the setback for the garage legal and to be 241 rebuilt again in the same location if damaged or torn down. The Variance, however, 242 does not allow for the home to be expanded with the reduced setback. 243 244 Williams asked if this would burden any of the other neighbors. Finke said no and 245 the subject property was set back further than the other homes in the area. 246 247 Motion by V. Reid, seconded by Osmanski, to approve the setback Variance for the 248 garage from 30 feet to 23 feet. Motion carries. (Absent: Nolan and Mitchell) 249 250 8. Lennar — 3032 Basswood Road — Variance to reduce side yard setback from 7.5 251 feet to 5 feet for existing home. 252 Finke presented the application and explained the reason for the Variance. Finke 253 pointed out that the property is zoned PUD if the Commission was looking for 254 justification for the Variance. Finke said a PUD Amendment would also be an option 255 if they had a struggle with approving the Variance as submitted. 256 257 Motion by Foote, seconded by Williams, to approve the side yard setback from 7.5 258 feet to 5 feet. Motion carries. (Absent: Nolan and Mitchell) 259 260 11. Council Meeting Schedule 261 R. Reid agreed to attend and present at the October 15, 2013 Council meeting. 262 263 12. Adjourn 264 Motion by Williams, seconded by V. Reid, to adjourn at 8:57 p.m. Motion carried 265 unanimously. (Absent: Nolan and Mitchell) 6 NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, M N 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: November 6, 2013 RE: Medina — Woods of Medina Preliminary Plat & Rezoning November 12, 2013 CITY FILE: L-13-115 Application Date: June 7, 2013 Review Deadline: January 24, 2014 (extended by applicant) BACKGROUND / SUMMARY OF REQUEST 4412 JKP LLC has made an application for a rezoning and preliminary plat to develop an approximately 9 acre site into 16 single family residential parcels. The application is for a preliminary plat and a rezoning. The plat is proposed to meet the standards of the RI Zoning District. SUBJECT SITE The property is currently two parcels on both the north and south sides of Shawnee Woods Road where it intersects County Road 116. Each parcel is occupied by a single family house. To the north is the Reserve of Medina development. To the east are four single family parcels that are about 5 acres in size each. South of the site is a golf course. Across County Road 116 to the west is the Foxberry Farms development. COMPREHENSIVE PLAN & ZONING The property is guided Low Density Residential (LDR) and within the current staging period for development. The LDR land use requires a development density of 2.0 — 3.49 units per net acre. Both parcels are currently zoned Rural Residential -Urban Reserve. The Rl zoning designation was created to meet the objectives of the LDR land use. It is intended for property developing in the LDR land use to be rezoned to RI at the time of development. The proposed rezoning is generally consistent with the Comprehensive Plan. The proposed preliminary plat depicts 16 single-family parcels and one outlot for storm water management purposes. The subject site is 8.4 net acres in size. This would place the proposed development at 1.9 units per acre which is below the 2 units per acre minimum. Under the policies for urban residential development the Comprehensive Plan states that it is acceptable to "consider exceptions to or modifications of density restrictions for developments that protect the natural features or exceed other standards of the zoning district." The same policy section also states that the City should "create more flexible zoning standards that would allow for innovative arrangements of homes, conservation easements, or other creative land use concepts that preserve the City's open space and natural features." The applicant is proposing to meet the minimum standards of the R1 District with the parcels. The lots are proposed at the absolute minimum width allowed in the R1 District. Although the lots are fairly deep and exceed minimum lot area requirements, the depth of the subject property and the interest in limiting grading in order to preserve trees prevents additional lots from being platted. The south central portion of the subject site is identified in the Open Space Plan as a "High Quality Resource Area" for being a Maple -Basswood forest. This design allows for the areas behind the houses to be used for tree preservation. In certain cases, developments meeting the strict standards of the Zoning Ordinance may have difficulty achieving the minimum density. This development could only meet the minimum density by utilizing a different zoning district not intended for this designated land use. Therefore, it may be considered acceptable to consider this development as being consistent with the Comprehensive Plan. PRELIMINARY PLAT & LOT STANDARDS The proposed preliminary plat includes 16 single family lots, one outlot, and the dedication of right-of-way. The lots range in size from 12,636 square feet to 39,435 square feet. The outlot is proposed for a storm water pond. The following dimensional standards apply to single-family residential lots within the R1 zoning district: RI Requirement Proposed Minimum Lot Size (single-family) 11,000 square feet 12,636 to 39,435 square feet Minimum Lot Width 90 feet 90 feet Minimum Lot Depth 100 feet 123 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) Rear Yard Setback 30 feet 30 feet Setback to Co Rd 116 50 feet 50 feet, except one existing home The existing house on Lot 6, Block 1 is currently 53 feet from the County Road 116 right-of- way. With the additional 10 feet of right-of-way dedication, the house will become non- conforming with a setback of 43 feet. No proposed construction will be allowed within the 50 foot setback. The Subdivision Ordinance requires that lot lines to cul-de-sacs be radial to the center. The proposed division has two parcels with 40 foot wide flags on the cul-de-sac. The flags are permissible by ordinance provided they provide adequate width for a conforming driveway location, which these provide. The Subdivision ordinance does not explicitly prohibit flag lots off of cul-de-sacs, but such lots result in an arrangement which is not truly radial to the cul-de- sac. Staff believes this alignment allows for an additional lot at the end of the cul-de-sac than would be possible if the lots were radial, which allows the request to come closer to meeting density standards of the R1 zoning district. While not ideal, this may be the best option to limit tree loss while keeping as close to the minimum density as possible. It should also be noted a number of lots in Foxberry Farms have similar flags off of cul-de-sacs and that the flag lots are "through -lots" which also have frontage on higher classification roadway, County Road 116, where access will be restricted. The alternative to these non -radial flag lots would likely be the reduction of one lot, which would result in a density of 1.78 units/acre. If the flag lots are deemed acceptable, the building pad on Lot 8, Block 1 should be adjusted to be oriented towards the street. TRANSPORTATION Streets The access proposed for the subdivision is from Poppy Trail out of Reserve subdivision north of the property. Poppy Trail is proposed to extend south and meet the existing Shawnee Woods Road. The applicant is proposing to vacate a portion of the Shawnee Woods Road, which is currently 60 feet wide, to make the right-of-way 50 feet in width. This would match the width of Poppy Trail. The applicant also proposes to vacate the access point for Shawnee Woods Road to County Road 116. As part of the Reserve of Medina development, a new access point was proposed off of County Road 116 opposite Medina Lake Drive making a full intersection. Medina Lake Drive serves the Foxberry Farms subdivision and is the first access point south of Hackamore Road on County Road 116. There is about 1700 feet between these intersections. Shawnee Woods Road is about 700 feet south of Medina Lake Drive. The next access point on County Road 116 is Foxberry Farms Road, which is a three way intersection that serves property to the west and is approximately 1000 feet south of Shawnee Woods Road. Closing the Shawnee Woods Road intersection on County Road 116 would limit the number of access points on the county road and then also increase intersection spacing to 1700 feet between each access point to Foxberry Farms Road. Closure of this access point was recommended in the traffic study conducted by the City Engineer for County Road 116 and Hackamore Road ahead of the Reserve project. This closure may be considered acceptable, however there are residences further east on Shawnee Woods Road that may be impacted. It will be essential that these units are guaranteed adequate access through any development process. Also, the applicant will need to ensure that the existing road and new road properly line up. The applicant is proposing a cul-de-sac at the end of Shawnee Woods Road. The cul-de-sac bulb is similar in design to the cul-de-sac in the Enclave 5th Addition. The applicant will need to demonstrate an adequate turning radius that can accommodate a 50 foot fire truck. Within the subdivision, the applicant is proposing 28 foot wide street surfaces. This is consistent with the streets within the Reserve of Medina development to the north. The applicant is requesting to leave the existing house on the current southerly parcel as part of the development on Lot 6, Block 1. The house currently accesses off of County Road 116. This is proposed to remain for a limited time. The intent is for this home to be redeveloped in the future. At that time, access would be provided off Shawnee Woods Road and the structure would be required to meet all setbacks. Trails & Sidewalks The applicant is proposing a sidewalk on the south side of Shawnee Woods Road and the west side of Poppy Trail which would link to sidewalks in the Reserve. UTILITIES Sewer & Water The sewer and water mains are proposed to come from the Reserve of Medina project and continue south into this development. The water main will need to be looped back to County Road 116. The Engineer has requested some revisions in the letter dated October 15, 2013. Stormwater Management A storm pond is proposed in the southeastern portion of the site. The pond is intended to be a filtration pond as the soils are not conducive to an infiltration pond. The Engineer has requested some revisions in the letter dated October 24, 2013. WATER RESOURCES Wetlands There are 0.45 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 wetland shall be placed in an 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 storm water 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 & Waiver Request The subject site is heavily wooded and the applicant has made efforts to save as many trees as possible while developing the site as required by the Comp Plan and Rl zoning district. The applicant does not propose raising the street to allow for walkout basements as has been the case in other subdivisions reviewed by the City. The proposed house types are lookouts and full basements to limit the need for extra grading and tree removal. The reduction in right-of-way width allows the houses to be pulled closer to the road and create additional areas to save trees. The site has 11,520 inches of significant trees. The tree preservation plan shows 5,403 inches of trees saved which is a 53% removal, exceeding the 25% allowed. This results in 3,237 inches of replacement trees required to be planted. Due to the large number of replacement trees and the heavily wooded nature of the parcel, the applicant is seeking a waiver from the replacement requirement. Section 828.41 Subd. 7 states that a waiver may be granted when the applicant has "exhausted all reasonable design options". The applicant is attempted to meet the minimum standards of the R1 District and, as much as possible, the minimum density within the Comprehensive Plan. This has resulted in the proposed development design. In order to analyze if "reasonable design options" have been exhausted, staff and the applicant's engineer investigated many options. Examples include utilizing a rural road section, designing linear stormwater features along the street, eliminating the sidewalk, and clustering the homes in a way not confined by the R1 District. One of these development plans has been provided at C101 -ALT and C201 -ALT. This alternative plan utilizes R2 District standards, eliminates the tree removal for the pond (which assumes alternative storm water control methods could be utilized), and has three dedicated outlots for tree preservation. This plan would result in 39% removal which is still greater than the 25% allowed. This plan results in 2061 inches of replacement trees. Based on the alternate design, it would appear that almost any development of single family homes consistent with the Comp Plan would result in a removal greater than 25%. With the alternate design it would appear that a more flexible development design would result in a baseline removal of 39%. The applicant proposes to utilize the R1 Zoning Standards in order to make a development that is within the character of the neighborhood and adjacent development. If the City believes a waiver is justified as allowed in the tree preservation ordinance, staff believes it may be reasonable to use the 39% baseline and require replacement for any additional trees removed. Using this standard would result in 1635 inches of replacement trees to be planted on -site, off -site, or for equivalent contributions to be provided. City Staff finds this to be generally acceptable and a tree replacement plan is required to be submitted. Additionally, tree preservation areas within the plat should be placed under an easement for an extra degree of protection. Buffer Yards A buffer yard of 0.2 opacity is required along County Road 116. The applicant has provided a plan generally meeting this standard. The plan should clarify that the proposed spruce plantings are 6 feet tall. 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. 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. The Park Commission will review this proposal at a future meeting and give the Council a formal recommendation. APPLICATION REVIEW The application includes a rezoning and preliminary plat request. The rezoning request is generally consistent with the Comprehensive Plan. 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. This application has two key factors that should be discussed by the Planning Commissioners: Minimum Density The applicant is not meeting the minimum density required for the Low Density Residential land use designation. The net density proposed is 1.9 units per acre not the 2.0 required. The applicant cannot meet the 2.0 density by using the appropriate R1 Zoning Designation. An alternative zoning may allow for additional parcels, but could result in additional tree removal. Tree Preservation Waiver If the Planning Commission finds that the tree preservation waiver is unacceptable then it would be appropriate to make a finding of denial based on criteria (d) above based on the environmental damage resulting from this proposed subdivision. The Planning Commissioners should inform the applicant on the steps to take to remedy this condition and assist in defining a better approach to this condition. If the Planning Commission believes some waiver is appropriate, the Commission should also provide feedback on the extent of the waiver and the considerations provided by staff. STAFF RECOMMENDATIONS This proposed development has two complicating issues as noted above. The applicant is intending to create a development that is within the character of the Reserve of Medina subdivision to the north while meeting the standards of the R1 Zoning District. As a result of the complications noted above and the north -south depth of the subject property, it does not appear possible to develop the property under the R1 district standards and meet a density of 2 units/acre. If the Planning Commission and City Council believe that the City should strictly adhere to the density requirement, the zoning requirements would need to be adjusted in order to do so. This could be achieved through an R-2 zoning designation or a PUD which would provide flexibility between (or perhaps beyond) the R-1 and R-2 standards. The applicant has attempted to balance the zoning, comprehensive plan, and tree preservation requirements. If the Planning Commission believes they have done so appropriately, a recommendation of approval of the Preliminary Plat and Rezoning would be appropriate 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 October 15, 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. 4) Approval shall be contingent upon the vacation of portions of the Shawnee Woods right- of-way as depicted on the preliminary plat. 5) The building pad on Lot 8, Block 1 shall be oriented to the street. 6) Prior to final plat approval, the Applicant shall provide detailed construction plans for review by the City Engineer. 7) The Applicant shall provide park dedication in an amount determined by the City Council following recommendation by the Park Commission. 8) 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. 9) The property shall be placed within a stormwater taxing district. 10) The wetland shall be placed in an outlot. 11) An upland buffer planting plan is required. 12) A tree replacement plan is required. The tree replacement plan shall account for 1635 inches of replacement trees. Tree Preservation areas shall be placed in an easement. 13) A plan providing for continued access to the properties further east on Shawnee Woods Road shall be a provided for approval by the City Engineer. 14) The applicant shall enter into an agreement with the City terminating the access to County Road 116 for Lot 6, Block 1. 15) All comments of the City Engineer shall be addressed. 16) 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. 17) The Applicant shall provide Homeowner's Association documents for City review. This document shall describe responsibilities for maintenance of storm water improvements, buffer yards, and lawn irrigation systems. 18) 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. 19) 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. 20) 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. If the Planning Commission finds that the request is inconsistent with the Comprehensive Plan, Subdivision Ordinance, and Zoning Ordinance it would be appropriate to recommend denial of the application to the City Council. If more information is needed in order to make this determination, it may be appropriate to table with a specific request for more information. Exhibits: 1. Location Map/Aerial Photo 2. City Engineer's Report(s) 3. County Transportation Comments 4. Fire Marshal Comments 5. Applicant Narrative 6. Applicant's Plan Set Location Map HACK AMORE } 19 i 0 D x„..,4 SN.N NEE NOOpS ._______ R' " 4EANpER I, Subject_ & lel Z 7 G 0 EC (i H qY ... ,7 _ 1 �w s`S VTNRW EVER GREEN N$ r 1 0E5UN 2 zx k J rC WSB AsNo . engineering• planning. environmental. construction October 25, 2013 Mr. Dusty Finke Planner City of Medina 2052 County Road 24 Medina, MN 55340-9790 Re: City Project: The Woods of Medina West Preliminary Plat, L-13-115 WSB Project No. 2065-540 Dear Dusty: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have reviewed the preliminary plat and development plan submittal dated October 11, 2013, for The Woods of Medina. The submittal includes the preliminary plat and plans including street and utility improvements to serve 16 proposed single family homes. We have the following comments with regards to engineering matters. Sheet C301 1. The plans propose to access the site from the Reserve of Medina site and eliminate the existing Shawnee Woods Road access to CR 116. The plans should provide details as to how the six existing properties on Shawnee Woods Road will be provided access during construction. 2. The proposed grading shown between Lots 10 and 11, Block 1 does not appear to provide adequate grades to route stormwater away from Lot 10. The grading plan should be revised to correct this issue. 3. Future submittals should demonstrate using a turning template how a 50' ladder truck can move through the proposed cul-de-sac. The cul-de-sac design should be revised if this truck cannot navigate the cul-de-sac as shown. 4. Work on the existing portion of Shawnee Woods Road just east of the plat will need to be completed so that the proposed and existing roadways line up. Sheet C401 1. The proposed water main to serve this site depends on the construction of the water main in the Reserve of Medina site. This project will need to be coordinated with the Reserve of Medina improvements. 2. The water main is shown as a dead end extension from the Reserve of Medina site. The water main should be looped through the site and connected to the existing water main on CR 116. St. Cloud • Minneapolis • St. Paul Equal Opportunity Employer wsbeng.com K:101065-5J0vlrbninDocMPhe Woods of Medina Preliminary Pan Reviem-102513.doc The Woods of Medina Preliminary Plat and Development Plan October 25, 2013 Page 2 3. The proposed hydrant spacing exceeds the 300' maximum spacing allowed. Hydrants should be added to meet this requirement. The closest hydrant in the Reserve of Medina subdivision to the north should also be shown on the plans. 4. The hydrant and watermain stub shown at the east end of the plat should be moved to the south side of the roadway. 5. The inverts shown for SANMH#113 should be changed to 1004.30 and 1004.40 based on the downstream invert at SANMH#114. Inverts upstream from SANMH#113 should also be revised. 6. The proposed grade shown on the sanitary sewer pipe between SANMH#113 and SANMH#112 is less than the minimum allowable grade and should be revised to 0.40%. 7. The grade of the sanitary sewer stub upstream from SANMH#112 should be changed from 0.67% to 0.40%. General Comments 1. Future plans should include irrigation system details. No municipal water shall be used for irrigation purposes. 2. Future storm sewer plans should include a sump collection system for all lots. 3. Stormwater management plan review comments are attached. Please have the applicant revise the plans accordingly and resubmit for further review. Please contact me at 612-209-5113 if you have any questions. Sincerely, WSB & Associates, Inc. /074 Tom Kellogg Attachment A:102065-540,ddminWocs1171 Woods of Medina Preliminary Plan Revie,.•/0?513.doc WSB hi, engineering• planning• environmental. construction Memorandum To: Tom Kellogg, P.E., City Engineer City of Medina From: Earth Evans, P.E. Water Resources Project Manager WSB & Associates, Inc. Date: October 24, 2013 Re: Woods of Medina Stormwater Management Plan Review City Project No. LR-13-115 WSB Project No. 2065-540 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have completed a preliminary review of the stormwater management plan for the Woods of Medina development. The site is located east of County Road 116 and south of the proposed Reserve of Medina development. The site was previously reviewed on 6.18.13. Documents provided for review include the following: • Stormwater Management Plan prepared by EVS, dated 6.7.13 including existing and proposed drainage plans and Hydrocad calculations • Grading Plans dated 10.11.13 These plans were reviewed for general conformance with the City of Medina's Stormwater Design Manual and general engineering practices for stormwater management. Based on this review, we offer the following comments: 1. The model and plan sheets should be revised to match. Based on the proposed outlet structure detail (STO-16) it appears that the NWL of the pond is set by the v -notch weir at 1012.25, not the 1011.5 indicated on the plan sheets and in the model. 2. Based on the soils, infiltration is not feasible, therefore filtration has been provided. Please provide a calculation of the filtration volume provided in the surface sand filter. We've estimated approximately 1100 CF of filter volume provided, versus the 8400 CF required (1.55 acres new impervious * 1.5" * 1/12). The City requires filtration volume to be 1.5 times the infiltration volume. 3. The rear yards of Parcel B, lot 2 and 3 appear to flow south, versus into the proposed pond. The modeling should be revised to reflect this. St. Cloud • Minneapolis • St. Paul Equal Opportunity Employer wsbeng.com K:`02065-540' WR Woods Storms, ater Management Plan Review 102413.doo Woods Stormwater Review 10.24.13 Page 2 4. Documentation showing NPDES permit coverage must be provided to the City prior to the start of construction. K:'02065-540\WR\Woods Stormwater Management Plan Rerun 102413-doc Hennepin County Public Works Transportation Department Public Works Facility 1600 Prairie Drive Medina, MN 55340-5421 June 27, 2013 Ms. Debra Peterson Planning Assistant City of Medina 2052 County Road 24 Medina, MN 55340 Re: Preliminary Plat Review — Woods of Medina East of County Road (CR) 116 at Shawnee Road Hennepin County Plat Review No. 3296 Dear Ms. Peterson: Phone: 612-596-0300 Fax: 612-321-3410 Web: www.co.hennepin.mn.us Minnesota Statutes 505.02, 505.03, and 462.358, Plats and Surveys, allow up to 30 days for county review of preliminary plats abutting county roads. The preliminary plat was received by Hennepin County on June 12, 2013. The county plat review committee examined and discussed the development on June 18, 2013. The Woods of Medina development was included in the traffic analysis that was completed by WSB & Associates in April 2013, for the Reserve of Medina preliminary plat. A letter with the county's comments for the Reserve of Medina and area developments was provided to the city on April 24, 2013. The comments provided in that letter remain valid for the Woods of Medina plat review. In addition to the comments provided for The Reserve of Medina, the following additional comments are provided: Access — The Woods of Medina residential development is proposing 16 single-family homes. The development is planning to access Poppy Trail, as part of The Reserve of Medina development. The existing access to CR 116 from Shawnee Woods Road will be vacated as part of this development. The county supports the proposed removal of direct roadway access to CR 116. Right -of -Way — The current right-of-way for CR 116 along the property is 40 feet (centerline to property line). The preliminary plat for the Woods of Medina shows an additional 10 feet of right-of-way dedication. Consistent with the Reserve of Medina preliminary plat, we recommend that the city request an additional 10 feet of right-of-way dedication from the CR 116 centerline to the property line. This will provide 60 total feet of right-of-way for a future multi -use path on the east side of the roadway. This space will allow the opportunity for a future pedestrian and bicycle connection from this development to cross CR 116 at the signalized intersection at Hackamore Road to access the trail on the west side. The additional 10 feet could be dedicated as either right-of-way or an easement (highway or trail/utility). Traffic Impacts — The traffic study completed for the Reserve of Medina identified numerous roadway improvements along CR 116 and at the intersection of CSAH 101 and Hackamore Road/CR 47. The county supports those improvements. In addition, the county believes that with additional through lanes needed for CSAH 101 and CR 116 at Hackamore Road, future capacity will likely be needed at the intersections with TH 55. A!) E iu;:r! 0p,;:ut;rnr!y Employer The county currently has no projects identified in the approved Capital Improvement Program (CIP) or maintenance projects planned in this area. Therefore, the city and/or developer(s) would need to provide some contribution to the necessary improvements. In addition, any proposed traffic signals would need to meet the required warrants and the county priority factor threshold. Permits — Please inform the developer that all proposed construction within county right-of-way requires an approved Hennepin County permit prior to beginning construction. This includes, but is not limited to driveway and street access, drainage and utility construction, trail development, and landscaping. Permit questions can be directed to Steve Groen at (612) 596- 0337 or steve.2roenaco.hennepin.mn.us. Please contact Bob Byers (612) 596-0354 or robert.bvers(l co.hennepin.mn.us for any further discussion of these items. Sincerely, James N. Grube, P.E. Director of Transportation and County Engineer JNG/cjs cc: Plat Review Committee Mark Larson, Hennepin County Survey Office Dusty Finke, City Planner METRO WEST INSPECTION SERVICES, INC. Loren Kohnen, Pres. (763) 479-1720 FAX (763) 479-3090 Mtrowst76@aol.com October 21, 2013 TO: Debra Peterson, Planning Assistant City of Medina FROM: Loren Kohnen RE: 710 Shawnee Woods Road 4412 Shawnee Woods Road PRELIMINARY PLAT & REZONING Comments: 1) Narrow streets; no parking on side of street with sidewalks or trails. 2) The small cul-de-sac can have no parking on either side. 3) It does not appear that certain fire trucks or delivery trucks can make the turn -around in the small cul-de-sac with an island. 4) Additional fire hydrant provided; what is shown is more than 300' and should be on same side as sidewalk/trail. 5) From the plan provided, when the Easterly part is developed, the cul-de-sac will be to long. As it is proposed there is only one way out. 6) This area has an extremely high water table, higher than Medina Morningside which has a separate line in the street for all foundation drainage systems.connected to. This must be done in this development. LK:jg Box 248, Loretto, Minnesota 55357 ENGINEERING I SURVEYING : ENVIRONMENTAL I PLANNING Rezoning and Preliminary Plat — Woods of Medina On behalf of Jeff Pederson and 4412 JKP LLC, we are pleased to present to the City of Medina our preliminary plat and development plans for Woods of Medina — a 16 lot residential subdivision. In conjunction with the preliminary plat approval, Woods of Medina is also requesting the proposed land be rezoned from rural residential/urban reserve to R-1 — consistent with City's future land use plan. The preliminary plat density for the site is 1.9 units per acre, slightly below the required 2 units per acre. The result is the site is one lot short of the required density. The preliminary plat plan meets the required minimum lot standards for the R-1 zoning district. To meet the desired density, the site would have required smaller lot widths than allowed in the R-1 zoning standards. The proposed lots match the lot sizes in the adjacent The Reserve of Medina and fit into the nature and vision of the City for this area. We request approval for the proposed density for this reason. This development will obtain access from Poppy Trail as proposed by Toll Brothers, Inc. as part of The Reserve of Medina. The property currently accesses directly from Co Rd 116. Per direction from City staff and due to the addition of The Reserve of Medina access, the current connection to Co Rd 116 is proposed to be eliminated and a cul-de-sac is added on the west end of our site. This will require vacation of a portion of existing Shawnee Woods Road right -of way. There are two existing houses within the project boundaries. The house north of Shawnee Woods Roads will be removed, possibly relocated on one of the newly created lots. The existing house on the south side of Shawnee Woods Road, adjacent to Co Rd 116, is proposed to be saved. This would include leaving the existing driveway onto CR Rd 116 in place so the existing house / garage layout can be utilized as is. Due to additional R - O -W required for Co. Rd 116, a variance for the setback will be required for the existing house (from 50 feet to 43 feet). The site has been designed so that if at some time in the future this existing house is replaced, the new structure can obtain access from the Shawnee Woods Road cul-de-sac. The site contains many significant trees per the City ordinance. The site plan and grading plan has been designed to save as many trees as possible, and still achieve the density proposed. The current plan calls for removal of 52.2% of the tree inches — for a required replacement of 3,170 inches. The replacement equates to approximately $400,000 in tree replacement. Based on the 16 lot layout — this cost for replacement per lot is $25,000. We looked at alternative designs for the site and met with City staff to review the potential to construct a rural section in lieu of a curb street to save additional trees. Our study showed that although additional trees could be saved with initial site grading and construction, house construction would still require the same amount of tree removal. City staff was against the concept of rural ditch section roads and culverts at every driveway due to the flat nature of the site. The existing drainage is functional for the two houses, but does not meet the minimum design standards for longitudinal slope. Staff was concerned the driveway culverts associated with the new homes would experience plugging or freezing issues due to the flat slope. Trying to increase the ditch slope required additional grading and associated tree loss. Thus it was determined the proposed design — with the standard curb and storm sewer section — was the best alternative. We also looked at providing a rain garden instead of the standard storm pond for the site. But due to the current City and watershed stormwater management requirements — the size of the required rain garden was equivalent to the pond design — so no tree savings would be achieved. We strongly feel the tree replacement requirement for this site is too restrictive and causes an economical hardship for the development. We request the City to waive all or part of the replacement requirement. EVS 110250 Valley View Rd., Suite 123 1 Eden Prairie, MN 55344-35341 Phone: 952.646.0236 1 Fax: 952.646.0290 1 www.evs-eng.com We look forward to creating this new neighborhood for the City of Medina to complement the many fine neighborhoods in the City. We stand available to answer any questions or issues you may have now and in the future. Please contact Dave Nash at EVS if you have any questions regarding the submitted preliminary plans and plat for V1j�oods of Medina. Thank you. \,6 W David Nash, PE EVS, Inc. I Director of Residential Development Direct: (952) 646-0253 I Cell: (612) 242-0530 dnash@evs-eng.com EVS 110250 Valley View Rd., Suite 123 I Eden Prairie, MN 553443534 I Phone: 952.646.0236 I Fax: 952.646.0290 I www.evs-eng.com PRELI MINARY PLAT AND DEVELOPMENT PL ANS FOR WOODS OF MEDINA Medina, MN AREA MAP HACKAM ORE ROAD LAKE MEDINA ,o SH AW NEE R OAD MEDINA COUNTRY CLUB \- -.- )/ PROJECT CO NTACT LIST APPLICANT 4412 JKP LLC CIVIL ENGINEER EVS, INC . 10250 VALLEY VIEW ROAD SUITE 123 EDEN PRAIRIE, MN 55344 TEL (952) 646-0236 FAX (952) 648-0280 CO NTACT: DAVE NASH EMAIL: dnesh@e vs-en g, 00m LAND SURVEYOR EVS, INC. 10250 VALLEY VIEW ROAD SUITE 123 EDEN PRAIRIE, MN 55344 TEL: (952) 646-0238 FAX: (952) 846-0290 CO NTACT: M ICHAEL WILLIAMS EMAIL: mwiiliams@eva,ng.co m LANDSCAPING EVS, INC. 10250 VALLEY VIEW R OAD SUITE 123 EDEN PRAIRIE, MN 55344 TEL: (952) 846-0238 FAX (952) 846-0290 CONTAC T: KATHY O'CONNELL EM AIL: koco nne ll@evs-eng.com SHEET INDEX SHEET DESCRIPTION C100 TITLE SHEET C101 EXISTING CONDITIONS, REMOVALS & TREE IDENTIFICATION C102 EXISTING TREE INVENTORY AND PRESERVATION PLAN C201 PRELI MINARY SITE PLAN C202 PRELIMINARY PL AT C301 PRELIMINARY GRADING PLAN, DETAILS, AND EROSION CONTR OL C401 PRELIMINARY UTILITY PLAN L101 PRELI MINARY LANDSCAPE PLAN ENGINEERING SURVEYING ENVIRONMENT AL PLANNING EVS, INC . 10250 V all ey Vi ew R oad, Suite 123 Eden Pralrle, Min nesota 55344 Ph one: 952-646-0236 Fax: 952-646 -0290 www. ev s- eng.c om G11- Y O MEDINA City of Medin a, MN 2052 Co unty Road 24 Medina, Minnesota 55340 Phon e: 763-473-4643 Fa x: 763 473 -0359 www.cl .m edina.mn.us Preliminary Plat & Devel opment Plans PROJ ECT Woods of Medina LOC ATION Medina, MN SHEET Title Sheet # D ATE R EVISI ON A 10/11/13 City Comm ents I HEREB Y CER TIFY THA T THIS PLAN, SPECIFICATION, OR REPORT W AS PREP ARED BY ME OR UN DER MY DIREC T SUPE RVISION AND THA T I AM A DUL Y LICENSED PROF ESSI ON AL EN GIN EER UNDER THE LAWS OF TH E S TAT E OF MINN ESOTA. D avid D avid Nash DATE 10/11/2013 R EGISTRATION N UMB ER 21836 DR AW N BY CH ECKED BY DS DN DA TE PROJEC TS 10.11 .2013 2012-059 .1 SH EET NUMBE R C100 / MANAGE 15' AVG. WE -ES ' Mk WETLANO�: /_/ v 'DIG .�- / / // r— 1009--- ' 494.00•' THE RESERVE OF M \\ \ `-"-N89° 55' 51"E 837.33 - \\\ \ \ \ \\ N• N N 31 co 3 49 89° 55' 51" E -. 354 N • 1 Ct S IN 1 I/ I f 1015. EOF NOTES 1. BOPRAY ENVIRONM ENTAL SERVICES, LLC CONDUCTED LEVEL I (OFF -SITE) WETLAND DELINEATION IN ACC ORDANC E WITH THE METHODO LOGY OF THE U.S. ARMY CORPS OF ENG INEERS' WETLA ND DEUNEATIO N M ANUAL' (TECHNICAL REPO RT Y87-1, 1987) A ND THE REGIONAL SUPPLEMENT TO THE CORPS OF ENGINEERS WETLAND DELINEATION MANUAL: MIDWEST REG IO N. A FARMED WETLAND DETER MIN ATION WAS A LSO C ONDUCTED IN ACCORDANCE WITH THE METHODO LOG Y IN ' USING AERIAL IMAGERY TO A SSESS WETLAND HYDRO LOGY' (BWS R TECHNICAL GUIDANCE. JULY 1, 2010). A LEVEL 2, FIELD DELINEATION WILL BE CONDUCTED IN THE SPRING OF 2013 TO VERIFY AND DOCUMENT THE WETLAND BOUNDARIES. 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PRO PERTY DAM AGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTIO N PHASES OF THIS PRO JECT. THE CO NTRACTO R WILL BE HELD SOLELY RESPONSIBLE FO R ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PRO JECT. 3. THE TREES AND O THER N ATURAL VEGETATION WITHIN THE PR OJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTO RS OPERATIO NS AND SHALL BE A RESTRICTED AREA. HE WILL BE REQUIR ED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT THE EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN W ORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REM OVAL TO PERM IT O PERATION OF THE CONTRACTORS EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSI ONAL T REE TRIMM ING SERVICE TO TRIM THE TREES PRI OR TO THE BEGINNIN G OF OPERATION. SHOULD THE CONTRACTORS OPERATI ONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMM EDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE T REE. NO TREES SHALL BE RE MOVED WITHOUT AUTHORIZATI ON BY THE ENGINEER AND APPR OVED BY THE CITY. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE M ADE. LEGEND x a-VaV »»»> TREE RE MOVAL - SAWCUT PAVE MENT CULVERT REMOVAL SMALL UTILITY REMOVALS PAVE MENT REMOVAL RAZE BUILDING LEGAL DESCRIPTION (Per Abstract of Title per Titl e Insurance Company of Minn es ot a as prodd ed by clie nt, dat ed December 20, 1977) PARCEL A: Th at part of the South 30 acres of the Northwest 1/4 of Section 1, T ownship 118 N orth, R ange 23, West of the 5th Prin cipal M eridi an, lying West of th e Ea st 1760 fe et, EXCEPT th e West 534 feet of the S outh 217 .5 feet thereof, and (other EXCEPTING that part lying West of a line drawn parallel with and distant 40 f eet East of the West line ther eof . PARCEL B: Th e W est 534 feet of th e South 217.5 f eet of the N orthwest 1/4 of Section 1, Township 118 North, Range 23 West of the 5th Pri ncipal Meridian. 0 50 100 11 SCALE IN FEET ENGINEERING SURVEYIN G ENVIRONMENT AL PLANNIN G EVS, INC. 10250 Valley Vi ew Ro ad, S uite 123 Eden Prairie, Minn es ota 553 41 Phone: 952648-0236 Fa x: 952446-0290 www,e vs-e ng. com MEDINA City of Medi na, MN 2052 Cou nty Road 24 Medina, Minnesota 55340 Phone: 763.4734643 Fa x: 763473-9359 www. cl.medl na.mn.us Preliminary Plat & De velopment Plans P ROJ ECT Woods of Medina LOC ATION Medina, MN SHE ET E xisti ng C onditi ons, Remo vals & Tre e Identification # DA TE REVISION A 10/11/13 City Comments I HEREBY CERTI FY THA T THIS P LAN, SPECIFICA TION, OR REPORT WAS PREPA RED BY ME OR UNDE R MY DI RECT SUPE RVISION AN D THAT I AM A D ULY LICENSED P ROFESSIONAL EN GINE ER UNDER THE LAWS OF TH E S TA TE OF MINN ESO TA. David Nast DATE 10/11/2013 REGIS TRATION NUMBER 21836 DRAWN BY CH ECKED BY DS DN D ATE PROJEC T# 10.11 .2013 2012-059.1 SHEE T NUMBER C1 01 TREES SAVED 2 3 4 Bitternut Hick ory Little Leaf Linden Little Leaf Unden 8.3 13.5 8.3 16 .7 9.85 13 .7 Oak 6 7 Linden Ash Ash Ash 9 9 10 9 .85 11 .3 10 10.6 24 11.8 14.1 16.4 Mapl e Ash Elm 12 13 14 5 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 70 71 72 73 74 75 76 77 78 80 80 81 82 83 85 97 98 99 100 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 132 162 163 164 166 167 168 169 170 171 M aple Oak Oak Linden Linden Oak 9.85 9.5 11. 6 8.6 10. 15 13.1 10.4 12. 8 12.9 12 9.7 12.6 13. 7 13.6 16. 2 14. 8 36 8.05 17. 9 10.1 9. 3 8.4 9.25 15. 9 10.6 10.8 33 M aple M aple M aple M aple Linden Linden Unden Linden Linden Linden Linden Linden Linden Linden Linden Ash Maple Ash Ash Ash Ash Ash Ash Ash Ash Maple Linden 11, 85 Ash Ash Ash Ash Ash Ash Ash Ash Ash Oak Oak 27 14.4 27 12.7 12. 7 9. 2 128 18 38 18.3 10 13. 8 34 12 154 8.9 8.9 26 8.7 58 28 11.9 11.6 M aple Ash Ash Silver Maple Ash M aple Maple O ak O ak Oak Linden Maple Maple Maple Maple 8 Oak 10,85 16.3 13.6 8. 75 11.1 13. 25 15.3 33 1.35 16.5 17.7 1575 Maple Maple Maple Maple Oak Oak Linden Oak Oak M aple Oak Oak Oak 27 22.2 35 13.7 10. 2 10.25 16.1 dead 13.85 Maple Maple Maple M aple Lin den Lin den Maple Maple 11 Oak dead 18. 8 11 7.6 11. 3 dead 19. 85 M aple Spruce M aple M aple Oak Maple Oak 20 21.7 172 173 174 177 284 302 303 331 332 335 342 343 344 345 346 347 348 350 351 352 353 354 355 360 361 376 377 378 379 380 381 382 383 390 391 392 393 394 395 396 398 398 399 406 407 408 411 415 416 417 424 425 427 430 431 435 436 468 469 470 471 472 473 474 475 476 478 479 480 481 482 483 484 485 486 487 488 490 491 492 500 506 507 508 509 511 512 513 514 516 517 518 519 520 521 522 523 524 525 527 Oak 17 .65 11.00 18.10 7.00 8 .60 11.50 28.00 9 .80 15.80 24.30 1540 14.75 10 .30 8.30 12.30 14.50 24.25 9.60 13.25 17.60 18 .80 17.20 13.80 9.40 10.20 9.75 10.00 20.10 9.25 22.70 25.00 36. 00 1090 13.30 14. 00 13.20 9.90 22.00 11.60 10.00 12.75 12. 75 12.90 26.15 11. 40 13.40 14.00 11.50 11.10 8. 00 13.90 13. 00 26. 10 dead 12. 60 1165 16.00 33. 00 9.60 13. 90 13.40 12.00 17. 00 30.50 9. 20 9.00 9. 80 21.00 10.10 12. 00 9.50 8. 20 9.75 29.00 11. 00 10.25 9. 50 16.00 10.50 8.30 12.25 6.00 13. 10 14.25 14. 90 12.10 12.30 12. 20 12.90 10.90 14.50 21.20 13. 00 23.80 23.00 16.10 9. 30 8.70 21.20 17.90 Boxelder Oak N orway Spruce Maple Ash Linden Maple Oak L Mden Linden Linden Maple Maple Maple Maple Swamp Oak Linden Maple Maple Linden Linden Maple Oak Maple Maple Maple Unden Maple Maple Oak Oak Ma ple Maple Maple Maple Ma ple Oak O ak Maple O ak Oak Oak Co tton wood Oak Willow Oak Ash Ash Ash Oak Maple Linden Oak Oak Maple Ash Linden Maple Oak Oak Ash Ash Cotto nwoo d Ash Bo xelder Ash Ash Ash Ash Ash Bo xelder Linden Linden LM den Silve r Maple Ash Ash M aple Maple Oak Maple Maple Maple Maple M aple Maple Linde n Maple Maple Maple Maple M aple O ak Oak Maple Maple Maple Maple Maple 528 529 530 531 532 533 534 535 536 543 54 4 545 546 547 548 549 550 557 558 559 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 577 578 579 581 582 583 584 586 587 588 589 590 591 594 595 618 619 637 638 639 640 641 642 643 644 646 647 648 649 650 651 652 653 654 654 655 656 657 658 659 660 661 662 663 664 665 666 667 668 669 670 671 672 673 674 675 676 677 678 679 680 681 682 683 Maple Maple Ash 17.20 1 120 20.50 1560 13.00 11 .90 1850 20 .90 8.00 1100 moo 15 .10 18.50 1 410 8 .50 Maple Oak Maple Maple Oak Maple M aple Linden Ash Maple Maple Ash Maple Maple 8.80 4 .80 4.10 8.00 4.30 5.40 4.10 5.75 4 .30 6.75 4 .90 6.60 6.20 5 .80 White Spruce Col orado Spruc e Maple Colorado Spruc e Colorad o Spruce Col orado Spruce Col orado Spruc e Col orado Spruce Col orado Spruc e White Spruce Norway Spruce Black Spruce Spruce Spruce Spruce Spruce Spruce Spruce Spruce Maple Maple Maple Maple M aple Maple Maple Maple Maple M aple Maple M aple Maple 6.10 6,25 5.03 5.90 5 .45 20.60 dead 9.20 16.40 3050 25.03 13. 00 9. 50 21.40 10.30 15.40 9.80 21. 70 17.00 9.70 2190 18.00 11.70 17.60 16.50 3310 14.30 8. 60 33. 013 13.80 17.10 13.30 11.70 10. 40 Oak M aple Maple Maple M aple Bigtoo th Aspen Oak Maple Maple Maple Oak Oak Oak Ash Oak M aple Oak Oak Maple Linden Maple Maple Maple Maple 9. 20 82.00 22.40 22. 40 14.70 10. 20 26.50 14.70 14.30 16.60 11. 40 0.00 Oak Maple Ash Maple Ash Linde n Ash Oak 19,40 9. 70 15. 00 13.50 44.00 37.00 23.00 12.90 8.90 6. 60 Boxelder Ash Oak Oak Ash Linden M aple Spruce Ash Linden 17.75 1/80 11.60 11.90 14,70 16.40 45. 00 9.50 14.80 Ash M aple Maple Linden Linden O ak Norway Spruce 684 686 687 689 690 691 692 692 692 693 694 695 697 700 704 706 708 709 710 712 713 713 714 715 716 717 731 734 735 737 738 739 740 1682 1684 1685 1686 1688 1691 1693 1694 1697 1698 1700 1708 1712 1714 1715 1716 1719 1719 1721 1722 1725 1729 1732 1735 1736 1737 1738 1739 1740 1741 1742 1743 Spruc e Fir Oak 11.00 14.50 Linden Unden 13.60 7 .70 1480 11 .10 14.20 10.10 47.00 18.50 47.00 18.10 17.80 580 8.30 12.10 8 .15 8.50 8.05 8.05 12.50 10.30 9.00 8 .25 8,10 8.60 9.40 8.30 8.90 15.30 9.90 17 .30 15.70 Fir Linden Linde n Linde n Linde n Linde n Linde n Unde n linde n Ash Elm Ash Ash Ash Oak Ash Ash Oak Ash Ash M aple Oak Elm Elm Ash Ironwood Oak Ash Maple Maple Silver Maple Oak d ead 1 800 9.25 27.00 3590 1185 11.10 1610 23.75 19.70 14 .15 17.00 12 .25 16.40 10.40 15.90 24.35 19. 60 22.75 16. 70 moo 1080 15.75 13.10 46.00 9. 90 10.80 15.00 13.00 Maple B oxelder Linden Oak Maple Maple Mapl e Oak Linden Maple Unden Maple Maple M aple Maple Oak Ash Oak Ash M aple Linden Linden Linden Ash Elrn Ash Ash Ash TO TAL TREES SAVED 5,403" TREES REMOVED Elm Ash 24 .0 11.7 8.1 14 .5 22.7 14 .4 14.4 9 .5 8.1 10.0 13.5 24.0 14 .0 17.2 13.3 7.8 7.5 7 .5 15.9 11.8 28.0 35.0 40 .0 11.0 17 .4 18.2 12.3 12 .0 17.5 15 5 11 .3 8.8 48.0 9.9 30 .0 13 .5 23.0 14.6 17.3 20.8 21.4 13.4 29 .0 11.0 38 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 79 84 85 86 87 88 89 91 92 93 94 95 101 102 103 104 105 106 107 129 130 131 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 165 175 176 176 178 179 180 181 182 183 184 185 186 187 188 189 191 192 193 194 195 196 197 198 199 Mapl e Lind en Lind en Oak Oak Maple Maple Mapl e Linden Linden Ash Ash Ash Colorad o Spruce Norway Spruce Colorad o Spruce Linden Maple Linden Oak Oak Maple Boxelder Linden Oak Linden Linden Linden Maple Mapl e Oak Mapl e Oak Oak Maple Boxeld er Linde n Linden Maple Maple Oak Maple Maple Oak Oak 37.0 20.4 12.4 d ead 9.8 20 .4 20.8 16.4 17 .4 14.7 20 .0 28.0 15 .1 110 12.8 116 10.8 7.4 18.3 9.5 17 .6 14.0 23.4 11.8 17.9 19. 2 13.6 13.6 17.9 37.0 16.0 16. 2 13.8 17. 3 20.0 12.3 17.5 10.3 8. 0 12.1 15.9 8.8 13.1 9. 8 9.8 14.5 15.7 19.5 17. 6 13.3 13. 5 9.5 15.5 24.5 14.5 Linden Maple Maple Linden Oak Oak Oak Maple Oak Oak Silver Maple Maple Maple Maple Maple Maple Maple Maple M aple Oak Oak Maple Maple Oak Maple Maple Maple Oak Linden Oak Oak Oak Oak Linden Oak Oak Maple Maple Oak Maple Oak 201 202 203 204 205 Maple Maple Silver Maple Silver Maple Silver Maple SM ierMaple Maple Maple Maple Oak O ak Maple 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 285 286 287 288 289 290 291 292 293 294 294 295 296 297 298 299 300 301 304 305 306 M aple Maple 18.6 8.5 8.3 15.4 5.2 9 .3 13 .9 24.1 9 .8 41.0 21.0 9.5 8.4 16.9 4.7 Red Pine Maple Spruce Maple Oak Oak Maple Oak Linden Ash Elm Oak Colorado Spruce C ottonwo od C ott onwo od 17.3 55 16 .0 7.2 219 17.4 9.0 10.9 19.1 22.0 16.0 11.0 16 .8 15.5 20.3 29.8 27.3 10 .7 20.9 4.5 4.5 4.0 15.7 15.7 dead 19.9 4.8 4.9 4.4 17.8 4.8 11.0 20 .2 4.0 10.4 14.0 4.8 4.7 4.8 24.7 9 .3 14.9 14 .3 15.9 14.0 17.9 5.5 10.6 N orway Spr uce Crab Apple Red Pine Oak Oak Maple Maple Oak Maple Birch Maple Linden Ash Linden C ottonwood Ash Maple Linden Black Spruce Colorado Spruce Spruce Oak Oak Linden Linden Spruce Spruce Spruc e Oak C ol orad o Spruce Maple Oak Colorado Spruce Maple Maple Colorado Spruce Colorado Spruce Colorado Spruce Oak Maple Maple Linden Oak Oak Oak C olorado Spruce Maple Linde n Linden Linde n Linde n Maple Maple Maple Maple 19 .1 12.6 30.0 11.9 10.0 10.5 10.0 12 .1 83 10 .1 Ash Ash Ash Ash Ash Linden 36.0 Ash Linden Maple Maple Oak Oak Oak 30.0 9.6 10.4 20.8 36.0 44.0 10.9 11.6 12.0 22.0 22.0 9.4 8.8 10.5 10.0 16.3 58 18.5 9.8 15.9 13.0 Maple Maple Maple woe Maple Ma ple Maple Maple Maple Oak Maple Maple Maple Maple Maple 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 333 336 337 338 339 340 341 356 357 358 359 362 363 364 365 366 367 368 369 370 371 372 373 374 375 384 385 385 386 387 388 389 400 401 402 403 404 405 409 410 412 413 414 418 419 420 421 422 423 423 426 428 429 433 434 437 438 439 440 441 442 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 Ash 8 .9 11.3 16.1 18 .2 9.7 13.5 24.0 23.7 8 .4 21 .3 M aple Oak Oak Maple Maple Linden Linden Ash Linden Li nden Ash 25.4 13.0 16.4 9.3 33 .0 10.3 11 .0 20.7 23 .0 11 .1 28.0 11 .0 8 .9 180 dead 10.5 9.3 24.6 284 9.9 16.8 9.9 10.0 12.5 14 .9 13.5 11.7 14 .1 17.7 14 .0 9 .3 13.8 16 .1 13.7 15 .1 18.0 9.6 20.3 10.1 10.1 8.4 19.1 23 .5 20.4 26 .5 8.7 8.8 11.8 9.6 10 .8 8.8 9.0 11.7 13.0 10 .9 8.9 23.4 22 .5 14.0 14.9 las 10.5 12.2 14.6 8.0 13.9 5.8 18 .0 10.3 10.9 16 .0 10.9 14 .6 14.2 Ash Ash li nden Ash Ash Ash Ash Ash Ash Ash Ash Maple Linden Maple Maple Oak Oak Ash Ash Mapl e Maple Oak Oak Maple Mapl e Maple Mapl e Maple Maple Mapl e Maple Maple Maple Maple Maple Maple Maple Maple Maple Maple Maple Maple Maple Ash Ash Ash Oak Oak Ash Ash Ash Linde n Ash Maple Linden Oak Oak Oak Linden Linden Maple Willow Oak Maple Colorado Spruce Linden Ash Linden Maple Maple Maple Maple Maple Linden Linden linden Maple Maple 9.5 13.9 17 .5 14.1 10 .6 11.9 11.4 12.5 19.5 9.3 14.0 Ash Maple Oak Oak Maple M aple Maple Un den Unden 16.75 460 461 462 464 465 466 467 493 494 495 496 497 498 499 501 502 503 504 505 510 515 526 537 538 539 540 541 542 551 553 554 555 556 578 580 592 593 596 597 598 599 60.3 601 602 603 604 605 606 607 608 609 610 611 612 613 614 615 616 617 620 621 622 623 624 625 626 627 628 629 630 631 632 633 634 635 636 636 652 688 696 698 699 701 702 703 705 711 718 719 720 721 722 723 724 725 726 727 728 729 730 Maple Oak Oak Oak Maple Maple Linden Linden 13.6 31.0 13.8 22.7 12.8 18 .8 14.7 9.8 15.1 10.9 11 .3 9 .7 14 .3 350 16.1 14.0 12.9 15.5 22 .0 dead 14 .7 10.3 16.4 11 .7 13.8 11 .2 9.8 12 .3 7 .0 6.9 5 .7 5.3 24.3 d ead 20.0 16 .9 15.8 18.1 19.0 12.8 14.6 dead 21 .0 13.0 17.6 16 .8 7.6 17 .6 16.4 16.8 33 .0 19.1 32 .0 11.6 21 .9 16 .0 11.9 14 .4 17.8 15.4 19.8 18.7 39.0 9.5 12.5 14 .6 18.0 24.0 18.0 9.1 52.0 Ash Ash Ash Ash Swamp Oak Ash Maple Maple Maple Maple M apl e Maple Maple M aple Maple Maple Ash Oak Li nden Maple Spruce Norway Spr uce N orway Spr uce Colorado Spruce Oak Maple Maple Black Cherry Black Cherry Oak Maple Maple Maple Maple Linden Oak Maple Mapl e maple Maple Maple Oak Oak Oak Oak Maple Oak Mapl e Maple Mapl e Mapl e Maple Mapl e Maple Oak Elm Maple Maple Ash Linden Linden Linden Silver Maple Maple Maple Maple 17.4 11 .9 8.5 15 .0 15.0 9.2 62 .0 35.0 39 .0 22.0 52.0 10.0 8.7 9 .3 4.1 9.1 9.4 13.0 9.0 09 Ash Maple Maple Maple Linden Linden Oak Linden Linden Linden Oak Maple Colorado Spruce Maple Ash Linde n Maple Ash Maple Maple Maple Linden M aple Maple Maple Ash 8.6 10.9 8.6 8 .3 8.3 9 .8 8 .3 732 733 736 1699 1709 Maple 11.5 8.4 8.1 12.4 12 .2 Bitternut Hickory Ash M apl e Oak T OTAL TREES RE MOVED 5,117" TREES OFFSITE 302 330 334 349 443 489 645 707 1687 1701 1702 1703 1705 1706 1710 1711 1713 1717 1718 1720 1726 1727 1730 1744 Ash 11 .5 18 Linden Oak Linden 10 .9 065 12.9 13.3 15 Oak Ash Ash Ash Oak Oak dead 40.1 11 .5 18.6 9.6 12 .5 18 .1 13.1 20.6 9.2 16.8 12.1 13 .8 24.2 8.3 11 .5 Maple Oak Ironwood Maple Maple Maple Linden Boxelder Boxelder Maple Maple Silver Maple Maple Maple TREES OFFSITE 339 " ENGINEERIN G SURVEYING ENVIRON MENT AL PLANNIN G EVS, INC. 10250 Valley Vi ew R oad, Suite 123 Ed en Prairie, Minnesota 55344 Phon e: 952-646-0236 Fa x: 952-646-0290 01116 MEDINA City of Medina, MN 2052 C ou nty Ro ad 24 M edi na, Minnesota 55340 Ph one: 763473-4443 Fa x. 763473-9359 Pr eliminary Plat & Development Plans P ROJ EC T Woods of Medina LOCATION Medi na, MN SH EET Tree Inventory St DA TE REVISION TREE INVENTORY/PRESERVATION TOTALS A 10/11/13 City C omments TOTAL TREES ONSITE 11,520' TREES SAVED 5,403' TREES REMOVED 6,117' PERCENT REMOVAL 53.0% ALL OWED PER CITY CODE 25 % = 2,880" REQUIRED REPL ACEMENT PER CODE 1237" I HEREBY C ERTIF Y THAT THIS PL AN, SP ECIFI CATI ON, OR REP OR T WAS P REPAR ED BY ME OR UN DER MY DIRECT SUPERVISI ON AN D THAT I AM A D ULY LIC ENSED P ROFESSION AL ENGIN EER UNDER THE LAWS OF THE STATE OF MINN ESOTA. Da vid Nash DATE 10/ 11/2013 R EGIST RATION NUMBER 21836 DRAWN BY CHECKED BY DS DN DATE PR OJ EC T 10.11.2013 2012-059.1 SHEET N UMB ER C102 CO RD NO. 116 40' i 4 5 NING OF TUR' • NE TAPER TLOT E 4i t�j re1 .., 06g3 e ece i 63 e ca. e ee 9 4 \� ESERVE OF M DINA 36 0 -0 8 35 34 50' LFE . 1014.0 ,o s 17 10' iI #143 II 4 I-I-- 43' w o GJ le e �I c LC 2 STEPS 10250 PED RAMP STREET LIGHT R=62' •o,,, H 10213 LO LCE 101.15. 4 1022.5 Lit • 1014.5 R@0 28 B TO B LFE .1015.0 10111 0 3 101,0 • 1022.0 15' ST BUFFER S BA(Jf9 . • "TY 30' WETLA ND • 'STOP' SIGN STREET LIGHT m SHAWNEE WOODS ROAD 5' CONC. S/W PED RA MP / TRE- =z0' N N SIGN rya e% Q e• � / / \\\ p f (/'OUTLOT A \ N I f e I Ir A L a N SINGLE FAM ILY SITE DEVELOPMENT SUMM ARY GR OSS SITE _ LESS 10' CR. 118 R -D -W DEDICATION = LESS WETLAN DS = LESS 30' BUFFERS= LESS WETLAND MITIG ATION = 9.54 AC 0.11 AC 0.45 AC 0. 43 AC 0.14 AC NET SITE AREA = LOTS = DENSITY = 8.41 AC IS 1.90 U/AC LOT SUMMARY MINIMUM LOT SIZE 11,000 SF MINIMUM LOT WIDTH 90 FT MINIM UM LOT DEPTH 123 FT MA XIMUM IMPER VIOUS CO VERAGE 40 % OF TOTAL L OT ARE A NUMBER OF LOTS 18 UNITS DENSITY 1.90 UNITS/AC SETBACKS FRONT YAR D SIDE YARD REAR YARD C.R. 118 AV ERAGE WETLAND BUFFER MINIMUM WETLAND BUFFER MINIMUM WETLAND SETBACK 25 FT (30 FT FOR GARAGE) 25 FT TOTAL ( MIN 10 FT EACH SIDE) 30 FT 50 FT 30 FT 20 FT 15 FT EXISTING Z ONING RURAL RESIDENTIAL (URBAN RESERVE) PROPOSED ZONING SINGLE FAMILY RESIDENTIAL R-1 NOTES 1. ALL DIMENSIONS ROUNDED TO THE NEAREST TENTH F OOT. 2. ALL DIMENSI ONS A RE BA CK OF CURB TO BACK OF CURB UNLESS NOTED OTHERWISE BACK OF CURB IS SH OWN GRAPHICALLY ONLY. 3. STREET NAMES ARE SUBJECT TO APPR OVAL BY THE CITY. 4. DRAINAGE AND UTILITY EASE MENTS SHALL BE PR OVIDED AS RE QUIRED. DRAINAGE A ND UTILITY EASE MENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO ONE (1) FOOT ABOVE THE HIGH WATER LEVEL OF ALL PONDS . LEGEND * STREET LIGHT a STOP SIGN ▪ STREET SIGN ® 'WETLAND BUFFER- SIGN EXISTING TREE 0 50 100 SCALE IN FEET ENG INEERING SURVEYIN G ENVIRONMENT AL PLANNIN G EVS, INC. 10250 Valley View Road, Suit e 123 Eden Pralde, Minnesota 55344 Ph one: 952.646-0236 Fa x: 952.646-0290 www.evs-e ng-cor n C 1 T Y` MEDINA City of Medi na, MN 2052 County Road 24 Medi na, Mi nnesot a 55340 Phone: 763-473-4643 Fa x: 763-4734359 ww w.cl.medl na.m n.us Preliminary Plat & Development Pla ns PROJEC T W oods of Medin a LOC ATION Medina, MN SHE ET Preliminary Sit e Pla n # D ATE R EVISION A 10/11/13 City C omm ents I HEREBY CERTIFY TH AT THIS P LAN, SP ECIFIC ATI ON, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT S UP ER VISION AND TH AT I AM A D ULY LICENS ED PR OFESSI ONAL ENGIN EE R UNDER TH E LAWS OF THE ST ATE OF MINN ES OTA - Da vid Da vid Nash DATE 10/11/2013 REGIST RATION NUMB ER 21036 DRAWN BY CH ECK ED BY DS DN D ATE PROJ ECT # 10 .11 .2013 2012-059.1 SH EE T NUM BER C2O1 50 50 40 CO RD NO. 116 ra OUTLOT E ex -0 4 3 THE RESERVE OF M 2 DINA 36 BLS) 35 34 0 .r / J 4,9 S.F. 40 • r 162 8 S 31,803 S.F. 45 L 135 32 135 I- -90 9 S 17,280 S.F . 7 I8 7 14,040 S.F. I' •h‘ori 0 3 26,392 S. F. 6 122 _ 16,044 S.F. 5 L_ r 'A n 90 -IF I II 10 11 B�dI 4' 1 K 20,328 S .F. 1 1 40V 52 20,479 S.F. so J 140 I 12 m 12,636 S .F. L 140 13 140 16,794 S .F 41 12 33 VACATE ROW EXISTING SHAWNEE WOO DS ROA D 18,216 S.F. 4 1 L_ L° _J nt 19,575 S. F. w 3 L_�°_J F.', 21,092 S.F. 2 L_90_J � aQ 15,142 S.F. N 4 / 210 18,902 S.F . 1 210 �I "I �J N N N N 19,109 S.F. 210 26,549 S.F. 2 r 39,435 S.F. 2j OUTLOT A \N 282 3 5- 4,1 i ADJUST ROW LEGAL DESCRIPTION SINGLE FAMILY SITE DEVELOPM ENT SUMMARY (Per Abstract 01 Title per Tile Insurance Co mpa ny of M inne sota as provided by c lient, date d December 20, 1977) PARCEL A: Tha t pan of the South 30 acres of the Northwest 1/4 of Sectio n 1, Township 118 No rth, Range 23, West of the 5th Princ ipal Me ridian, lying West of the East 1760 feet, EXCEPT the West 534 feet of the So uth 217. 5 fee t there of, and futher EXCEPTING that pan lying We st of a line dra wn parallel with and distan t 40 feet East of the West line there of. PAR CEL B: The We st 534 feet of the South 217.5 Ne t of the Northwest 1/4 of Section 1, Township 118 North, Range 23 West of the 5th Principal M eridia n. GROSS SITE = LESS 10' CR. 1189-0-W DEDICATION = LESS WETLANDS = LESS 30' BUFFERS = LESS WETLAND M ITIGATIO N = 9.54 AC 0.11 AC 0. 45 AC 0.43 AC 0.14 AC NET SITE AREA= 8.41 AC LOTS = 16 DENSITY = 1.90 U/AC LOT SUMMARY MINIMUM LOT SIZE 11,000 SF M INIM UM LOT WIDTH 90 FT MINIMUM LOT DEPTH 123 FT MAXIMUM IMPERVIOUS COVERAGE 40% OF TOTAL LOT AREA NUMBER OF LOTS 16 UNITS DEN SITY 1. 90 UNITS/AC SETBACKS FRONT YARD SIDE YARD REAR YARD C.R. 116 AVERAGE WETLAND BUFFER MINIMUM WETLAND BUFFER M INIMUM WETLAND SETBACK 25 FT (30 FT FOR GARAGE) 25 FT TOTAL (MIN 10 FT EACH SIDE) 30 FT 50 FT 30 FT 20 FT 15 FT EXISTING ZONING RURAL RESIDENTIAL (URBAN RESERVE) PRO POSED ZO NING SINGLE FAM ILY RESIDENTIAL R-1 80 PARCELS PARCEL AREA [SF) AREA [ACRES] BLOCK 1, LOT 1 15,142 0 .35 BLOCK 1, LOT 2 21,092 0 .48 BLOCK 1, LOT 3 19 ,575 0.45 BLOCK 1, LOT 4 18,216 0 .42 BLOCK 1, L OT 5 16 ,044 0.37 BLOCK 1, L OT 6 26,392 0.61 BLOCK 1, LOT 7 14,040 0 .32 BLOCK 1, L OT 8 31,803 0.73 BL OCK 1, LOT 9 17,280 0 .40 BL OCK 1, L OT 10 20,328 0 .47 BLOCK 1, LOT 11 20,479 0.47 BLOCK 1, LOT 12 12,636 0.29 BLOCK 1. LOT 13 16,794 0 .39 BL OCK 2, LOT 1 18,902 0.43 BLOCK 2, L OT 2 28,549 0.61 BLOCK 2, LOT 3 39 ,435 0.91 OUTLOTA 19,109 0.44 1 I NOTE: DRAINAGE AND UTILITY EASEMENT 1.0' ABOVE HWL OVER ALL STORM PONDS DRAINAGE AND UTILITY EASEMENT -TYPICAL 0 50 100 SCALE IN FEET EN GINEERIN G SURVEYING ENVIRON MENT AL PLANNING EVS, INC . 10250 Valley Vi ew R oad, S uit e 123 Ede n Prairi e, Min nes ot a 55344 Ph one: 952-646-0236 Fa x: 952-646-0290 www. evs-eng.c om MEDINA City of Medina, MN 2052 C ounty R oad 24 Medina, Min nes ota 55340 Ph one: 763-473-4643 Fax: 783-473-9359 www .cl .medina .mn .us Preliminary Plat & Developm ent Plans P ROJ EC T Wo ods of Medin a LOC ATI ON Medina, MN SHE ET Preliminary Plat Plan # DATE REVISI ON A 10/11/13 City C omments I HE REBY C ER TIFY THAT THIS P LAN, SPECIFI CA TION, OR REP OR T WAS P REPARE D BY ME OR UNDER MY DI RECT SUP ERVISION AND THAT I AM A D ULY LICENS ED PROFESSIONAL EN GINE ER UND ER TH E LAWS OF THE S ST TATT � EE1��O zF�MINNES OTA. D avid 'Nash DA TE 10/11/2013 R EGIS TR ATION NUMBER 21836 DRAW N BY DS DA TE 10 .112013 CH EC KED BY DN PR OJ EC T # 2012-059.1 SHEE T N UMBE R C202 4 GL=101B.; 1019.00 •1018.90 51.1018.4 P INV 15 =1011.98 P INV TOP 'r' 5 P INV 12 1019. 06 N '1020= 10181 N NOTE: PLACE TACK COAT (M NDOT 2357) BETWEEN LIFTS 1 5" TYPE WEARING COURSE M IXTURE (SPWE240B) 2 0" TYPE NON -WEAR IN G COURSE M IXTURE (SPNW230B) 1T CLA SS 5 AGGREG ATE BASE. 100% CRUSHED GEOTEX TILE FABRIC • GEO TECHNIC AL ENGINEER TO APP ROVE FINAL SUBGRADE IN THE FIELD BIT. PAVEMENT - RESIDENTIAL NOT TO SCALE 3 101:. 51 10, !V W 1' 2 THE R 5' CONCRETE SIDEWA LK 2. 0 % 2 ESERVE IMF MEDINA PC. 2+82. 45 _. EP 000 Of - 13 _ O )W=1018. 3 -T/W=1015.50: BNW=11314`71l 27' T BLVD 2.0% =1017.2 14' SURMOUNTABLE CONCRETE CURB 8 GUTTER 2.0% 4" PER FO RA TED D RAINTILE IN FILTER SOCK BEDDED IN PEA ROCK (SEE CITY DETAIL)" TAN=1016.0 -^-B/W=1015.0 36 N 35 s` 3 34 X EOF = / 1015.0 "' c 9 EOF = '• I 1015.0 WATER L VEL= 1011.0 (1 15/12). :J FIW L=EOF=. 1014. 0 (VERIFY) WETLAND IM PACT ',AR EA= 2,912 SF 14' 2. 0% SEE RESID ENTAIL SECTIO N ABOVE 23' RESIDENTIAL - TYPICAL SECTION WETLAND M ITIGATION AREA = 6,223 SF 4P� WETLAND IMPACT AREA = 125 SF EP 6+ 97.08 - TOM 1017.0 BOX 1016. 7 2 .0 % !VW C301 PO ND NWL * DRA INTILE INSTALLED 50' EA CH SIDE OF LOWPOINTS 10:1 BENCH 3" TOPSOIL 8+ - SA ND (A STM C-33) 12' GRAVEL NO N -WO VEN GEO TEXTILE FABRIC WRAPPING IMPO RTED SECTION. BURRY EDGES OF FABRIC. W W=3.5' INVERT ELEVATION OF DRAINTILE AT OCS: POND 01 909.50 8" DRAINTILE NOTE: 1. SURFACE SAND FILTER TO BE INSTALLED AROUND ENTIRE LENGTH OF ST OR M P ONDS. 8" DRAINTILE OUTLETS TO POND SKIMMER OUTLET CONTROL STRUCTURE . 2. DRAINTILE SL OPES AROUND PERIMETER OF P OND. 3. 18 INCH LAYER OF CLEAN WASHED MEDIUM SAND (MEETING ASTM C-33 C ONCRETE SAND) 4. 12 INCH LAYER OF GRAVEL (CLEAN WASHED AGGREGATE WITH A DIAMETER 1.5-3 .5 INCHES WITH A V OID SPACE OF 40%) SURFACE SAND FILTER CROSS-SECTION (POND 1) NOT TO SCALE NOT TO SCALE GRADING NOTES 1. PRO POSED CONTO URS ARE TO FINISHED SURFACE ELEVATIO N. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE FLOWLINE GRADE. ]. THE CONTRACTOR SHALL TAKE AU PRECAUTIO NS NECESSARY TO AVOID PRO PERTY DAMAGE TO ADJACENT PRO PERTIES WRING THE CONSTRUCTION PHASES OF THIS PROJEC T. TH E CONTRACTO R WILL BE HELD SOLELY RESPONSIBLE FO R ANY DAM AGES TO THE ADJACENT PRO PERTIES O CCURRING DURING THE CONSTRUCTIO N PHASES OF THIS PRO JECT. 3. TH E CO NTRA CTO R SHALL COMPLETE TH E SITE GR ADIN G C ON STRUC TIO N IN ACCORDANCE WITH THE REQUIREM ENTS OF THE OWN ERS SOILS ENGINEER, ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNERS SO ILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQ UIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 4 THE CONTRACTO R SHALL BE RESPONSIBLE FO R PRO VIDING AND M AINTAINING TRAFFIC CONTRO L DEVICES SUCH AS BARRICADES. WARNING SIGNS. DIRECTIO NAL SIGNS, FLAG MEN AN D LIGHTS TO CO NTRO L THE MOVEMENT OF TRAFFIC WH ERE NECESSARY. TRAFFIC CONTR OL DEV IC ES SHA LL C ONFORM TO AP PROPR IATE MINN ES OTA DEPARTMENT OF TRANSPORTATION STANDARDS. 5. THE TREES AND OTHER NATUR AL VEGET ATION WITH IN THE PROJEC T AND /O R ADJAC ENT TO THE PROJECT ARE OF PRIM E CONCERN TO THE CONTRACTORS O PERATIONS AND SHALL BE A RESTRICTED AREA. HE WILL BE REQ UIRED TO PROTECT THE TREES WH ICH ARE TO BE SAVED TO BE SURE THAT THE EQUIPME NT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREM E CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY PORTIO N OF THE TREE BRANCHES REQUIRE REMO VAL TO PERMIT OPERA TION OF TH E C ONTR AC TORS EQU IP MENT, HE SH ALL OBT AIN THE SERVICES OF A PRO FESSIONAL TREE TRIMM ING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATIO N. SHOULD TH E CONTRACTORS O PERATIONS RESULT IN THE BREAKING OF ANY LIMBS. THE BROKEN LIM BS SHOULD BE REMOVED IMM EDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO M INIM IZE ANY LA STING DAM AGE TO THE TREE. NO TREES SHALL BE REM OVED WITHO UT AUTHORIZATION BY THE ENGINEER. CO STS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE C ONSTRU CTION A ND NO SPECIAL PAYMENT WILL BE M ADE. B. IF THE CONTRACTO R ENC OUNT ERS ANY DRA IN TILE WITH IN TH E SITE, HE OR SHE S HALL NOTIFY THE ENGINEER WITH THE LOCATION. SIZE. INVERT AND IF THE TILE LINE IS ACTIVE . NO ACTIVE TILE SHALL BE BACKFILLED WITHOUT REVIEW, DISCUSSION AND APPROVAL FROM THE PROJECT ENGINEER. WETLAND IM PACTS (EXCLUDING CITY TRAIL IMPACTS) LEGEND A REA 1 IMPA CT = 125 SF AR EA 2 IMPACT = 2,912 SF REOUIRED M ITIGATION (2.1) = 6,074 SF PROPO SED ON -SITE MITI GATION = 6,133 SF SILT FENCE STEEL FENCE POST (T ROST), --I MIN IMUM 5' LONG, I MA M SPA CING . STEEL POST,: POST NOTCHES TO FACE AWAY FRO M FABRIC DIRECOON OF�RFACE FLO W NOTE: T HE MAOM WE LACED METHOD (THIS DETAIL) ISN E STANDARD SILT FENC E INSTALLATION METHOD. HE AVADUtY CR STANDARD SILT FENCE INSTALL ATIO N METHODS SHOULD ONLY BE USED WHEN APPROVED OR DIRECTED 8Y THE COY . ATT ACMFAORIC TO POSTS / WITH MINIMUM 3 ZIP 1165 (SO L B. TENSIL E) JEER P OST IN TOE r OF FABRIC W OVEN MONOFILVIENT ME OTEXTILF FABRIC PER DOT TABLE 388 61 " (MACHINE SLICED) . 36 ' WI DTH OVERLAP OF 6' OF FABRIC AND FASTEN AT Z INTERVALS. MACHINE SLI CE jB'-Ir OE➢IH(PLUS6 rU% 2P MIN IMUM POS T E MBEDMENT MEDINA SILT FENCE MACHINE SLICED lAN, 01 . 20111 ERO-01 0 50 100 SCALE IN FEET ENGINEERING SURVEYING ENVIRONMENT AL PLANNING EVS , INC. 10250 Valley View Road, S uit e 123 Eden Prairi e, Mi nnes ota 55344 Phone: 952.646-0236 Fa x: 952-646-0290 www -evs-e ng .com MEDINA City of M edi na, MN 2052 C ounty R oad 24 M edina, Mi nnes ot a 55340 Pho ne: 763-473-4643 Fa x: 763 "473-0359 www .cl.m edlna .m n.us Prelimi nary Plat & De velopment Pla ns P ROJ EC T Woods of Medina LOCA TI ON Medina, MN SHEET Preliminary Grading Plan, Details, and Erosi on C ontr ol # DAT E REVISION A 10/11/13 City Comm ents I HEREBY CER TIFY T HAT THIS PLAN, SP ECIFICA TION, OR REP ORT WAS PREPARE D BY ME OR UND ER MY DIR ECT SUPERVISI ON AND THA T I AM A DULY LI CENSE D PROFESSION AL ENGINEER UN DER THE LAWS OF THE STAT E OF MINNESO TA - Da vid Da vid Nash DAT E 10/11/2013 REGIS TRATION NUMBER 21836 DRAWN BY CH ECKE D BY DS DN DATE PROJ ECT# 10 .11 .2013 2012-059.1 SHE ET N UMB ER C301 EN GINEERIN G SURVEYING ENVIRONMENTAL PLANNING E VS, INC . 10250 Vall ey View Road, S uite 123 Eden Prairi e, Mi nnes ot a 55344 Pho ne: 952-646-0236 Fa x: 952-646-0290 www .evs-eng .e om ` 1 T V O 7X8 KEY WAY CAST IN TO WALL BY SUPPLIER BAFFLE WALL MUST BE PO URED IN PLACE V -NO TCH WEIR SKIM MER OPENING SEE STO -17 FOR GRATE DESIGN SEE STO-17 HO LE FOR 24' RCP SKIM MER GRATE V -NO TC H WEIR ELEV =1013. 3 HOLE FOR 21' DIAM ETER INLET PIPE AGGR EGATE (MNDOT SPEC. 31409 MO D. CAPPED WITH MIN. e' CONCR ETE. GRO UT WEIR WALL JOINTS -0-5 DIA. NOTE: GROUT AND PROTECT REBAR (NO EXPOSURE) W=0. 5' (CENTER) 7 1 2 5' ' 2.5 20' V -NO TCH W EIR ADDITIO NAL 845 X 4'4' LONG 84 02/ 17 HORIZONTAL #4@12" VERTICAL SECTION A -A CONCRETE BAFFLE WALL GR ADE HOLE FOR 21' DIA. OUTLET PIPE OUTLET ELEV = 1011.25 WH EN FEASIBLE, SET INVERT FO R O UTLET PIPE BELO W THE DESIGNED NORMAL WATER ELEVATOR TO IMPROVE PIPE COVER AND MINIMIZE SLOPE AROUND SKIM MER. NOTE: WH EN BAFFLE WALL HEIGHT IS G REATER THAN 3' ABOVE OUTLET ELEV. THE FOLLO WING SHALL BE REQUIRED: 1. STEPS 2.6 DIAMETER MH SKIMMER STRUCTURE W ITH CONCRETE BAFFLE WALL OCS 101 UST JAN. 2011 .r PUTT NO. STO-16 NOTES EXISTING WATERMAIN 1, TI, () I.. Jo t Q>/P INV 15 SA MH#117 RIM 1013.76 INV(E) 1002.24 INV(S)=1002.14 _' .=1011.98 c .44-10",7' 32V 15 0 1. THE CO NTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LO CATION AND/O R ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE PO SSIBLE, MEASUREM ENTS TAKEN IN THE FIELD. THE INFO RMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRAC TOR MUST CALL THE APPRO PRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFO RE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE R ESPON SIBILITY OF THE CON TRACTOR TO RELO CATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PRO PO SED IMPROVEMENTS SHOWN ON THE PLANS. THE LO CATIO NS OF SM ALL UTILITIES SHALL BE OBTAINED BY THE CON TRACTOR, BY CALLING GOPHER STATE ONE CALL AT (651)454-0002. 2. SAFETY NOTIC E TO CONTRACTORS: IN ACCORDANC E WITH G EN ERALLY ACCEPTED CO NSTRUCTION PRACTICES, THE CONTRACTOR SILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JO B SITE, INCLUDING SAFETY OF ALL PERSO NS AND PR OPERTY D UR ING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE D EVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR 'S SAFETY MEASUR ES IN, ON OR NEAR THE CONSTRUCTION SITE. 3. ALL AREAS O UTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CO NSTRUCTION SHALL BE RESTORED IN KIND, SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. ON ALBORE c@2a°°i° REM OVE & S ALVAGE EXISTING HYDRANT EXISTING INV 1013.87 RELOCATE SMALL UTILITIES INTO EASEMENT (GAS, ELEC, TEL) CB #109 RIM=1018.00 INV (S)=1015.20 6 'x6'RED T ER HYD&G 93'-8 " PVC @ 0 .40% SANMH#127 RI M=1017.46 INV(NE)=1002.83 INV(W)=1207 73 122'-8" P VC @ 0.40 % a UV 114 1020.01 NV(E)=1003.30 INV(SW)41003.20 CBMH #115 RIM =1017.88 INV (N)=1014.62 INV (5)=1014.,2 29' - RCP @0.50 % SANA%H#125 • RIM=1218 .17 INV(S)=1310.00 SAN M '1#126 RIM=1 18 .26 INV(N)=1119.54 IN V(SW)= 109 .44 29'-12" RCP @ 0.60%- 14'-6" PV C HYD& GV CB 9107 RI M=1017.20 INV (SE)=1013 .82 <29'-8 " PVC @ 0.40 % I » 250,18"R C= @ 0 .» CB MH #180 RI M=1017.97 INV (N)=1014 .38 INV (E)=1014.28 SAN MH#113 RIM=1017.70 INV(SE)=1004 .72 INV(NE)=1006.72 INV(W)=1004.62 7-8" PVC PVC CB , #160 RI 1017.45 INV N- -1013 .28 INV H1513.28 INV SE)=1013.18 TNN=1018.35 BNN=1017.2 T/W41016.9 B/W = 1015.9 TNN =1018 .4 BNN=1015 ,9 CB MH 10 RIM= 115 .79 INV (N 1012.03 1012 .03 IN (=1011.93 U MP=1006 .22 6' °' 1?V, A CBMH #106 RI M=1017.19 INV (NW)=1013.65 INV (SW)=1013 .55 4 5-12 " R CP @ 0 .60 % SANMH#119 RIM=1012.25 INV (N)=1001.38 INV(W)=1001.28 'DEVELOPMENT TO AVOID EXISTING SMALL UTILITIES (PHONE, ELEC., GAS, AND CABLE) IMPACTS WHERE POSSIBLE . SANITARY SEWER & WATERMAIN MATERIAL NOTES ALL MATERIALS SHALL BE AS SPECIFIED IN CEA M SPECIFICATIONS EXCEPT AS MODIFIED HERIN. 1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 2. ALL SANITARY SEWER TO BE PVC SDR-35 FROM 0'-18' DEEP, OR SDR-28 FROM >18' DEEP, UNLESS NOTED OTHERWISE 3, 12 INCH WATERMAIN TO BE PVC C -9W DR14, AND 8 INCH WATERMAIN TO BE PVC C -9W 019113 WITH 7.5 FEET MINIMUM COVER. 4. ALL WATERMAIN SERVICES SHALL BE I INCH HDPE. 5. ALL SANITARY SEWER SERVICES TO BE PVC SCHEDULE 40, 6. IRRIGATIO N SYSTEM TO BE CONNECTED TO STORM PONDS. FINAL DESIGN TO BE COM PLETED BY IRRIGATION CONTRACTOR. TM/=1015.50 B/W=1014 .70 LEGEND FES #103 FES #102 INV (NE)=1011.50 INV (E)=1008 .00 TIW=1016.0 BIW=1015 .0 0 1" RCP- @ -2.54% CB #105 RIM=1015.93 INV (S W')=1012 .17 29'-12 " RCP @0 .50% BN✓= 016. OCS #101 RIM=1013.3 INV (W)=1009.00 IN V (NE)=1011.25 0 • / • I »_ GATE VALVE H YDRANT WATERMAIN SANITARY MANHOLE SANITARY SEWE R STOR M CATCH BASIN / OUTLET CONTROL STRUCTURE / FLARED END SECTI ON STOR M SEWER EXISTIN G WATERMAIN EXISTIN G SANITARY SEWER T B FES #100 INV (SW)=1011.00 38'-8 " PVC HYD&GV '-6" PVC 9'8 " PVC 8' PLUG INV'1005 .za .. 31'-8" PVC @ 0.67 % 100178 ..0�77 1SPANMH#112 RIM =1017.59 INV(E)=1006 .08 IN V(NW)=1005.98 1:;1151) 100 SCALE IN FEET MEDINA City of Medi na, MN 2052 Cou nty R oad 24 Medina, Minnesota 55340 Pho ne: 763.4734643 Fax: 763473-9359 www.cl.medln a.m n. us Preliminary Plat & Developme nt Plans PROJECT W oods of Medi na LOC ATI ON Medina, MN SHEE T Pr eliminary Utility Plan # DATE. REVISION A 10/11/13 City C omments I H EREBY CE RTIFY THAT T HIS PLAN, SPECIFICATION, OR R EP ORT WAS PREPARE D BY ME OR UN DER MY DIRECT SUPERVISI ON AN D THAT I AM A DU LY LIC ENS ED PROF ESSION AL ENGINEER UN DER THE LAWS OF THE S TATE OF MINNESOTA . Da vid Nash h D ATE 10/11/2013 REGISTRATION N UMBER 21836 DRAWN BY CH EC KED BY DS DN DA TE PROJECT # 10 .11 .2013 2012-059 .1 SH EET NUMB ER C401 AST IRON MENT OUTLOT 5 36 35 4 FER THE RESERVE 1 PI No. 10 FOUND C S MO NUM PLANTING NOTES IP IN :WI PM Pt No. 100006 FOUND CAST IRO N MONUMENT 1021 S 1 ST EP LO 43 101S 5. 1320.0 ME . 1011 0 1017 5 it sre V1nesD7 I�53tlI SHAWNEE WO ODS RO AD II II II °- I I ""508 e KrEPS LO 1018 0 1. ALL PLA NTS MUST BE HEALTHY. V IG OR OU S MATERIAL, FREE OF PESTS AND DISEASE AN D BE CONTAINER GRO WN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 2. ALL TREES MUST BE STRAIGHT TRUN KED AND FULL HEADED AND MEET ALL REQ UIREM ENTS SPECIFIED. 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTO RY BEFORE. DURING. OR AFTER INSTALLA TIO N. 4. NO SUBSTITUTIONS OF PLANT M ATERIAL SHALL BE ACCEPTED UNLESS APPRO VED IN WRITIN G BY THE LANDSCAPE ARCHITECT. 5. ALL PLANTING STOCK SHALL CONFORM TO THE -AMERICAN STANDARD FOR NURSERY STOCK' ANSI -Z60, LATEST ED ITION, OF TH E AMERICAN ASSO CIATIO N OF NURSERYMEN, INC. AND SHALL CO NSTITUTE M INIMUM QUALITY REQUIREM ENTS FOR PLANT MATERIALS . 8. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM A LL CONSTR UCTIO N TRAFFIC. STORAG E OF M ATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPO RTED BY STEEL FENCE POSTS 6 U T. MAX IM UM SPA CING . T. ALL PLANT MATERIAL QUANTIT IES, SHA PES Of BEDS AND LOCATION S SHOWN ARE APPROXIMATE. CONTRACTO R SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PUNTING BEDS AT SPACING SHO WN AND AD JUSTED TO CONFO RM TO THE EXACT CONDITIO NS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. 8. ALL TREES MUST BE PLANTED, M ULCHED, AND STAKED AS SHO WN IN THE D ETAILS. 9. ALL PLA NTING AREAS M UST BE COM PLETELY MULCHED AS SPECIFIED. 10. MULCH: SHREDDED HARDW OOD MULCH, CLEA N AND FREE OF NOXIO US WEED S OR O THER DELETERIO US M ATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES. UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. SUBM IT SAM PLE TO LANDSCAPE ARCHITECT PRIO R TO DELIVERY ON -SITE FOR APPRO VAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 4' FOR TR EES, SHRUB BEDS AND 3- FOR PERENNIAUGROUND COVER BEDS. UNLESS OTHERWISE D IREC TED. 11. THE PLA N TAKES PRECEDENCE OV ER TH E LAND SC AP E LEGEND IF DISCREPANCIES EXIST. THE SPECIFICATIO NS TAKE PRECEDENCE O VER ME PLAN TING NOTES AND GENERAL NO TES. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FO R ALL M ULCHES AND PLA NTING SOIL QUANTITIES TO COMPLETE THE WO RK SHOWN ON THE PLAN. VERIFY ALL QUANTITIES SHOWN ON THE LANDSCAPE LEG END. 13. LO NG -TERM STORAG E OF M ATERIALS OR SUPPLIES ON -SITE WILL NO T BE ALLO WED. 14 THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND BUILD INGS C LEAN AND UN STA INED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE MAINTANED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMO VED FROM THE SITE. ANY PLANT STOC K NO T PUNTED ON DAY OF DELIVERY SHALL BE HEELED IN AND W ATERED UNTIL INSTALLATIO N. PLANTS NO T M AINTAINED IN THIS MANNER WILL BE REJECTED. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAVED AT THE CONTRACTO R' S EXPENSE. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICA BLE CODES. REG ULATION S, AND P ER MITS GO VERNING TH E WO RK. 16. LOCATE AND VERIFY ALL UTILITIES. INCLUDING IRRIGATION LINES, WITH THE OWN ER FOR PROPRIETARY UTILITIES AND GO PHER STATE ONE CALL AT 454-0002 (TWIN CITIES M ETRO AREA) OR 800-252-1166 (GREATER M INNESOTA) 4B HO URS BEFO RE DIGGING. CO NTRACTO R SHALL BE RESPO NSIBLE FOR THE PRO TECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CO NFLICTS TO FACILITATE PLANT RELOCATION. 17 U SE AN TI -DESICCANT (WILTPRUF OR APPRO VED EQUAL) ON DECIDUO US PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER M ANUFACTURER S IN STRUCTION . ALL EVER GR EENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PR OTECTION DURING WARRANTY PERIO D. 18. PLANTING SO IL FOR TREES. SHRUBS AND GRO UND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AM OUNT OF HUM US AND CAPABLE OF SUSTAIN ING VIGOROU S PLANT GRO WT H. IT SHALL COM PLY WITH MN/DO T SPECIFICATIO N WT I TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSO IL, STO NES, CHEM ICALS, NO XIOUS WEEDS , ETC. S OIL M IXTURE SHALL H AVE A PH BETWEEN 8. 1 AND 2.5 AND 10-10-10 FERTILIZER AT THE RATE OF 3 PO UNDS PER CUBIC YARD. IN PUNTING BEDS INCO RPO RATE THIS MIXTUR E THR OUGHO UT TH E EN TIRE BED BY RO TOTILLING INTO THE TO P 12' OF SOIL. 19. ALL PLA NTS SHALL BE GUARANTEED FOR ONE COM PLETE G ROWING SEASO N (APRIL 1 - NO VEMBER 1), UN LESS OTHER WISE SP EC IFIED. THE G UARANTEE SHALL COVER THE FULL CO ST OF REPLA CEM ENT INCLUDING LAB OR AND PUNTS. 20. CONTRACTOR SHALL NO TIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PANNED DELIVERY. THE CO NTRACTOR SHALL NO TIFY T HE LA NDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLA NT INSTALLA TIO N. 21. SEASONS/TIME OF PLANTING: NOTE: THE CO NTRACTOR MAY ELECT TO PLANT IN OFF-SEASO NS ENTIRELY AT HIS/HER RISK. DECIDUOUS POTTED PUNTS '. APRIL 1 -JUNE 1: AUG. 21-NO V.1 DECIDUOUS BBB: APRIL 1 -JUNE 1: AUG. 21-NO V.1 EVERGREEN POTTED PUNTS: APRIL 1 -JUNE 1: AUG. 21OCT.1 EVERGREEN B8B: APRIL 1 -M AY 15: AUG. 21-SEPT. 15 22. M AINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WOR K IS IN PLA CE. PL ANT MA TERIAL SHALL BE PRO TECTED AND M AINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE. INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING . CULTIVATING. M ULCHING. REMO VAL OF DEAD M ATERIALS, RE -SETTING PLA NTS TO PROPER G RADE AND KEEPING PLAN TS IN A PLU MB PO SITIO N. AFTER ACCEPTANCE, THE O WNER SHALL ASSUM E M AINTENANCE RESPO NSIBILITIES. HOWEVER. THE CONTRACTOR SHALL CO NTINUE TO BE RESPONSIBLE FO R KEEPING THE TREES PLUMB THO UGHOUT THE GUARANTEE PERIO D. 23 ANY PLANT MATERIAL WH ICH DIES, TURNS BROWN , OR DEFO LIATES (PRIOR TO TOTAL ACCEPTANCE OF THE W ORK) SHALL BE PROM PTLY REMO VED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 24 WATERING : MAINTAIN A WATERING SCHEDULE WH ICH WILL THOROU GHLY WATER ALL PUNTS ONCE A WEEK. IN EXTREMELY HOT DRY WEATHER, WATER MO RE OFTEN AS R EQ UIRED BY IND ICATIONS OF H EAT STRESS SUC H AS WILTING LEAVES. CHECK MO ISTURE UNDER MULCH PRIO R TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NEC ESSARY ARRANGEMENTS FOR WATER. 25. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. 26. SEE SHEET 20 1 FO R PRO POSED IRRIGATI ON SYSTEM. 27. ALL DISTURBED AREAS TO BE SEEDED, ARE TO RECEIVE 4' TOP SOIL, SEED. MU LC H, AND WATER UNTIL A HEALTHY ST AND OF GR ASS IS OBT AI NED . DINA 5-0c)``'6 478 l OUTLOT A N N'� Il STORM POND N N I' NWL=1011.5 N HWL=1014.1 44 34 PI N o.: 1005 F OUND CAST IRON MONU MENT LANDSCAPE LEGEND K EYBOTAN ICAL NAMEC ONN ON NA ME SIZE R OOT Q, RE MARKS DECIDUOUS TREES AUK Sacchamm 'Green Mountain' Sugar Maple 8 AUltivars 2.5' BB 14 Acer x freema nii JeT errsred' R ed 8 Silv er M aple hybrids 2.0 BB 2 • Tilia ameri cans grrgrira n Lind en 25- BB 12 St.. "' DUBMUS rubra Norther n R ea O ak 2.5- BB 6 Picea ghats d ens al a Black Hills Spr uce 2 .5' BB 10 LANDSCAPE REQUIREMENTS/CALCULATIONS LANDSCAPE RE QUIREMENTS T REES PER SF LOT 2 X 16= 32 TREES BUFFER YARD PTS . REQ . 464 BUFFER YARD PTS PROVIDED 500 RE QUI RED TREE REPLACE MENT to be determined I PI No. UV FO UND CAST IR MO NUM ENT ID1 s. 0 w EOF PI No. 1003 FOUND STIR( MONUMENT r50 100 SCALE IN FEET ENGINEERING SURVEYING ENVIRONMENTAL PLANNING EVS, INC. 10250 Valley View Road, S uit e 123 Eden Prairie, Minnesota 55344 Ph one: 952-646-0236 Fax: 952-646-0290 www.evs-eng .com MEDINA City of M edi na, MN 2052 C ounty R oad 24 Medina, Minnes ota 55340 Ph one: 763-473-4643 F ax: 763-473-9359 wow. cl. m edi na.m n. Us Preliminary Plat & Developm ent Pla ns PROJ ECT Woods of Medina L OCATIO N Medina, MN SH EET # DAT E REVISION A 10/11/13 City Comments I HEREBY CERTIFY TI NAT THIS P LAN , SP ECIFIC ATION, OR REPORT WAS PREPARED BY ME OR UN DER MY DIRECT SUP ERVISION AND THA T I AM A D UL Y LI CENSED LANDS CAPE A RCIIIT ECT UN DER THE LAWS OF THE ST ATE OF MINNESO TA. Kathle en O'C onnell D ATE 101 11/ 2013 RE GIS TRA TI ON NUMB ER 20862 DRAWN BY CH EC KED BY KO KO DATE PROJE CT # 10.10.2013 2012-059 .1 SHEET NUMBER L101 OUTLOT _wess' / \---' X643 \ \ \\\ \ / _ \ N \ / \ N N N / 1 ESERVE OF MEDINA 7 tiii.::. � , - , — a iY/'.*R •Slim YL:- ` : .0. •.- A' .: .s. _ _ .iw/f7 ---N89° 55' 51" E 837. 33.,. Mr' s+° 354 I I ASH349 \ / \ M3 \\ I \,_ Jf \\ _ \ I � v co '7I 1015.0 , NOTES 1. B OPRAY ENVIRONMENTAL SE RVICES, LLC C ONDUCTED LEVEL 1 (OFF -SITE) WETLAND DELINEATI ON IN ACCORDANCE WITH THE METHOD OL OGY OF THE U.S. AR MY C ORPS OF ENGINEERS 'WETLAND DELINEATION MANUAL ' (TECHNICAL REP ORT YB7-1, 1987) AND THE REGI ONAL SUPPLEME NT TO THE CO RPS OF ENGINEERS WETLAND DELINEATI ON MANUAL, MIDWEST REGION. A FAR MED WETLAND DETERMINATION WAS ALSO CONDUCTED IN ACC ORDANCE WITH THE METHODOL OGY IN 'USING AERIAL IMAGERY TO ASSESS WETLAND HYDROLOGY ° (BWSR TECHNICAL GUID ANCE, JULY 1, 2010). A LEVEL 2, FIELD DELINEATION WILL BE CO NDUCTED IN THE SPRI NG OF 2013 TO VERIFY AND D OCUMENT THE WETLAND BOUNDARIES. 2 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE C ONSTRUCTI ON PHASES OF THIS PR OJEC T. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE F OR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURIN G THE C ONSTRUCTION PHASES OF THIS PROJECT. 3. THE TREES AND OTHER NATUR AL VEGETATION WITHIN THE PROJECT A ND/ OR ADJACE NT TO THE PROJECT ARE OF PRIME CONCERN TO THE C ONTRACTORS OPERATIONS AND SHALL BE A RESTRICTED AREA. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT THE EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL E XERCISE E XTREME CAUTION IN WORKING A DJACENT TO T REES. SHOULD ANY PORTI ON OF THE TREE BRA NCHES REQUIRE RE MOVAL TO PERMIT OPERATI ON OF THE C ONTRACT ORS EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRI M THE TREES PRI OR TO THE BEGINNING OF OPERATION. SH OULD THE CONT RA CTO RS OPERATIONS RESULT IN THE BREAKING OF ANY LI MBS, THE BROKEN LI MBS SH OULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE RE MOVED WITH OUT AUTHORIZATION BY THE ENGINEER AND APPROVED BY THE CITY. COSTS FOR T RIMMING SERVICES SHALL BE C ONSIDERED I NCIDENTAL TO THE C ONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. LEGEND ,LX TREE REMOVAL -4- SB ST r SOIL B ORING SAWCUT PAVEMENT 'UUUVU111Mh CUL VERT REMOVAL PAVE MENT REMOVAL LEGAL DESCRIPTION RAZE BUILDING (Per Abstract of Title per Title Insurance Comp any of Mi nnes ot a as provided by client, dated December 20, 1977) PARCEL A. Th at pert of the South 30 acres of the Northwest 1/4 of Section 1, T ownship 118 North, R ange 23, West of the 5th Principal Meridi an, lying West of th e East 1760 feet, EXCEPT the West 534 feet of the S outh 217.5 f eet ther eof, and futher EXCEPTING th at part lyi ng W est of a line dr awn parall el with and distant 40 f eet E ast o1 th e West line thereof. PARCELS: Th e West 534 feet of the South 217 .5 f eet of the N orthw est 1/4 of Se ction 1, T ownship 118 N orth, Range 23 West of the 5th Principal Meridian. 0 50 100 SCALE IN FEET ENGINEERING SURVEYING ENVIRONMENTAL PLANNING EVS, INC. 10250 Vall ey View R oad, Suite 123 Ed en Prairi e, Minnesota 55344 Ph one: 952-646-0236 Fa x: 952.646-0290 www. ev s-e ng .c om 1 T O MEDINA City of Medi na, MN 2052 County R oad 24 Medina, Mi nnes ot a 55340 Pho ne: 763-473-4843 F ax: 76373.9359 www .cl.medlna.mn.us Preliminary Plat & Devel opment Plans P ROJ EC T Woods of M edina LOC ATION Medina, MN SH EET Existing C onditi ons, Rem ovals & Tree Identification ALTERNATE # DATE RE VISION A 10/11/13 City C omm ents I HEREBY CERTIF Y THAT THIS PLAN, SPECI FI CATION, OR REP OR T WAS P REPA RED BY ME OR UNDE R MY DI RECT SUP ER VISION AND THAT I AM A DU LY LICENSE D PROF ESSIONAL EN GIN EER UND ER THE LAWS OF TH E STA TE OF MINN ES OTA. Da vid Da vid Nash DATE 101 1112013 REGIST RATION N UMBER 21836 DR AWN BY CHEC KED BY DS DN DATE PROJECT # 10 .11 .2013 2012-059.1 SHEET NUMBE R C101 -ALT TREES SAVED Elm Oak 24.00 16.70 9.85 13.70 9.00 9.85 11.30 10.00 10. 60 10. 85 13.60 11. 80 14. 10 16.40 11.10 9.85 9.50 11. 60 8.60 10.15 13.10 10.40 12.80 12. 90 12.00 9.70 12. 60 13.70 13.60 16.20 14.80 13.95 12.50 10.00 8.05 7.90 10.10 11. 70 9.30 8.40 9.25 15.90 10.60 10.80 10.15 13.60 10.50 11. 85 13. 40 14.80 14.40 14.20 13.40 12.70 12.70 12.80 18.00 9.20 13.50 16.00 8.00 14. 00 17.20 7. 80 13. 50 14.30 11. 35 18.30 10.00 13. 80 18.95 14.15 12.00 15.40 15.85 8. 90 14.40 12. 30 8.70 14.50 15. 20 13.40 14.80 11. 80 19.25 8.50 19. 60 15.60 19.90 19.60 17.35 9.40 18. 20 12.00 17.50 15. 50 11.90 11.60 8. 00 10.85 13. 60 8.75 11.10 5 6 7 8 9 10 11 12 13 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Linden Ash Ash Ash Maple Ash Elm Ma ple M aple Oak Oak Linden Linden O ak M aple Maple M aple Maple Linden Linden Linden Linden Linden Linden Linden Linden Linden Linden Linden Ash Ash Ash 34 34 35 36 37 38 39 40 41 42 43 44 45 45 45 46 47 47 49 50 50 51 52 70 ]3 53 62 63 63 64 65 67 72 72 72 73 74 75 76 76 77 78 79 80 81 81 82 83 83 83 83 ea 85 85 86 86 87 87 89 90 91 93 94 95 97 98 99 100 109 110 111 Maple Ash Ash Ash Ash Ash Ash Ash Ash Ash Maple Maple Maple Linden Ash Ash Ash Ash Ash Ash Ash Ash Ash Ash Linde n Linden Lin den Ash Ash Colorado Spruce Oak Oak Oak Oak Maple Ash Ash Ash Silv er M aple Ash Linde n M aple Oak Oak Oak Oak Oak Oak Oak Maple Linde n Linde n Oak Oak Oak Oak Boxelder Boxelder Linde n Linde n Linden Linden Maple Maple M aple Maple Maple M aple Maple 112 113 114 114 115 116 118 119 119 121 121 122 123 124 125 128 130 155 163 166 165 171 172 173 174 177 241 243 251 252 253 254 255 256 257 259 261 262 263 264 265 266 267 268 269 270 271 272 272 273 274 275 284 285 287 288 289 289 290 290 290 290 291 292 293 294 294 295 296 297 298 299 300 301 303 303 303 303 328 328 331 332 335 342 343 344 345 346 347 348 350 351 352 353 354 355 360 361 362 363 375 376 377 Maple 13.25 15. 30 20.30 13.60 1.35 16.50 15.75 13. 85 13.95 17.65 18.70 13.70 10.20 10.25 16.10 13.15 17.30 7. 40 18.80 11.00 17.90 21.70 17.65 11.00 18.10 7.00 4. 50 4.00 4.75 11.00 20.20 4. 00 10.40 14.00 4. 75 4.80 9.25 14. 90 14.25 15.90 14.00 17.90 5.50 10. 60 20.50 19.10 12. 60 25.70 5.00 8.40 11.85 10. 00 8.60 15.90 10. 35 20.80 16.00 20. 60 15.10 12.90 8.70 9.30 10.85 11. 60 12.00 12.00 9.25 9. 40 8.80 10.50 10.00 16.30 9. 75 18.50 7.60 5.00 6.00 9.25 16.20 12. 10 9.80 15.80 24.30 15. 40 14.75 10. 30 8. 30 12.30 14.50 24.25 9.60 13.25 17. 60 Oak Oak Oak Linden Oak Ma ple Oak Oak Oak Oak Maple Maple Maple Maple Oak Linden Maple O ak Maple Ma ple O ak Oak Oak Norway Spruce Black Spruce Spruce Colo rado Spruce Maple Oak Co lo rado Spru. M aple Maple Co lorado Spruce Colorado Spruce M aple Maple Linden Oak O ak Oak Co lorado Spruce Maple Linden Linden Linden Linden Linden Ma ple Ma ple Maple Maple Linden Maple Oak Oak O ak Oak Oak Oak Oak Maple M aple Maple Maple M aple Maple M aple M aple Maple Oak Maple Maple Linden Linden Linden Linden Ash A sh M aple Oak Linden Linden Linden Maple Maple M aple Maple Swamp Oak Linden Maple M aple LMden Linden M aple Oak M aple Oak Oak Maple M aple 378 379 380 381 381 382 382 383 390 391 392 393 394 395 396 397 398 399 400 401 406 407 408 411 412 414 415 416 417 419 420 421 422 423 424 425 426 427 431 433 435 436 436 437 Linden Maple Maple Oak Oak Oak Oak 13.20 12.60 18.60 18.25 10.90 Maple Maple Maple Maple Maple Oak Oak Maple Maple Oak Oak Maple Ash 10. 00 10.90 12. 75 12.90 26.50 8.65 26.15 11.40 13. 40 Co ttonwo od Oak Willo w O ak Ash Ash Ash Ash Ash Lin den 23.40 22. 50 Oak Oak Oak Linden O ak Maple M aple Unden Oak Maple Maple Ash Ash Linden A sh 447 448 449 450 451 452 454 455 456 457 Linden Maple Maple Ash M aple Oak Maple M aple Maple Linden M aple 20.10 8. 90 461 462 464 465 066 468 468 469 470 471 472 473 473 474 475 476 477 478 479 479 480 481 482 483 484 485 485 485 486 487 488 490 490 491 492 493 503 502 503 505 506 507 508 509 Oak Oak Oak 31. 00 13. 75 Maple Maple Linden Unden Maple 12. 80 Oak O ak Ash Ash A sh Cottonwood Ash Ash Ash Ash Ash Ash Ash Ash Boxelder Lin den Linden Linden Lin den Linden Silver M aple Ash Ash Ash Maple M aple Linden 10.25 9.50 680 6.40 Oak Maple Maple Maple Maple Maple Maple 511 512 513 514 515 516 517 518 519 520 521 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 543 504 545 546 547 548 549 550 552 553 554 555 557 558 559 560 561 562 563 560 565 566 567 568 569 570 572 573 574 575 576 Maple Maple Linden Maple Maple Maple Maple Maple Maple Oak O ak Oak Maple M aple M aple Maple Maple Maple Maple Maple Ash Maple Oak Maple Maple Oak Maple Maple Maple Linden Ash Maple Maple Ash Maple Maple Colorado Spruce Norway Spru ce Norway Spruce Co lo rado Spruce White Spruce Colo rado Spru ce Maple Co lo rado Spruce Co lo rado Spru ce Co lorado Spruce Colorado Spruce Co lo rado Spruce Co lo rado Spruce White Spru ce Norway Spru ce Black Spru ce Spruce Spruce Spruce Spruce Spruce Spruce 579 581 582 582 583 584 585 587 589 590 586 591 594 595 596 597 614 617 618 619 620 621 636 637 638 639 610 641 642 643 644 646 647 648 649 650 651 653 653 653 653 Colo rado Spruce Maple Maple Maple Maple Maple Maple Maple Oak Maple Maple Maple Maple Maple Maple Oak Maple Oak M aple Maple Maple Maple Maple Maple Maple Maple Maple Bigtoo th Aspen Oak M aple Maple Maple Oak Oak Oak Oak Ash Oak M aple Oak Oak Linden Unden Unden Linden 12. 10 12.30 12.20 12. 90 14.70 10.90 14.50 21.20 13.00 23. 80 12.00 11.10 16. 10 9.30 8. 70 21. 20 10.30 17. 90 17.20 13.20 20.50 19. 60 13.00 11.90 18.00 20.90 8.00 16.40 11.00 9.90 15.10 18.50 14.10 8. 50 17.00 8.80 6. 50 6.93 5. 70 5. 30 4.80 4. 10 8.00 4.30 5.40 4.10 5.75 4.30 6.75 4.90 6. 60 6.20 5. 80 6.25 5.00 5.90 5.45 5.15 20. 60 9.20 16.40 24.20 6.50 25. 00 13.00 12.40 9. 50 21.40 10.30 15. 40 10.40 9.80 21.70 17.00 18.10 19.00 16.00 17.75 9. 70 22.93 15. 40 19.80 15.00 18. 00 11.70 17.60 16.50 33.20 14.30 8.60 17.50 16. 00 13.80 17.10 13. 30 11.70 10.40 18.00 16.70 13.50 17.10 17. 40 653 654 655 656 657 658 659 660 661 663 664 665 666 667 668 668 668 669 669 670 670 671 672 673 674 674 674 675 676 677 683 634 704 706 708 709 710 712 713 714 715 716 717 720 720 721 727 731 734 735 738 739 740 linden Maple Maple Maple O ak Maple Ash Ma ple Ash Unden Ash Oak Bo xelder Ash Oak Oak Oak Oak Oak Ash Ash Linde n M aple Spruce Ash Ash A sh Linden Ash Maple Norway Spruce Spruce Ash Elm Ash Ash Ash Oak Ash Oak Ash Ash Maple Linden Linden Maple Maple Oa k Elm Elm Ironwood Oak Ash Silver M aple Maple Maple Boxelder Linde n Oak 1698 1699 1700 1708 M aple M aple Maple Oak 1716 1719 1719 Maple M aple Oak Ash Oak Ash Maple Linden Linde n Linde n 1736 1737 1738 Ash Ash Ash Elm Ash Ash Ash TOTAL TREES SAVED 6,579' TREES REMOVED Bitternut Hickory Little Leaf Unden Little Leaf Linden 8. 30 13.50 8.30 48 54 55 56 57 58 59 60 61 66 68 69 88 92 93 90 95 101 102 103 103 103 104 105 105 106 107 107 108 117 120 127 129 131 132 133 134 135 135 136 137 138 138 139 140 142 143 144 145 146 147 148 149 149 150 151 152 153 154 156 157 158 159 160 161 166 167 169 170 175 176 178 179 179 180 181 182 183 184 185 186 187 188 189 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 Ash Maple Linden Linden Oak Oak Maple M aple Maple 14. 40 14.40 9. 50 8. 10 Ash Norway Spruce Colorado Spruce Maple Oak 7. 50 Unde n Lin den Linden Maple Maple Oak Oak Oak Maple Oak Oak Oak Maple Maple Oak Oak Oak 16.90 16.80 9. 90 13.50 13.50 9.90 13.60 16.30 17.70 22. 20 13.85 14.60 20.80 11.00 21.40 Linden Linden Maple Maple Maple Oak Oak Maple • Maple Oak Oak Oak 11. 03 8.70 Linden Maple Linden Oak Oak Oak Maple Oak Oak Oak 20.80 16.40 17.40 14. 65 20.00 17.55 Silver Maple M aple Maple Ma ple Ma ple Ma ple Maple Maple Oak Oak Maple Spruce M aple Oak Maple Oak Ma ple Maple Oak Oak 15.10 17.60 14.00 23.40 11.80 7.60 20.03 Linden Oak Oak Oak Oak 20.00 Linden Oak Oak Ma ple Maple Oak M aple Oak Maple M aple Silver M aple Silver Maple Silver M aple Silver Maple 14.50 15.70 19.50 17 .60 Maple Maple Maple Oak Oak M aple Maple 24.50 14.50 207 208 209 210 211 212 213 214 215 215 216 216 217 218 219 220 221 221 222 223 224 224 225 226 227 228 229 230 231 232 232 232 233 234 235 236 237 238 239 240 242 244 246 247 248 249 250 258 260 276 277 278 279 280 281 282 282 282 283 285 286 304 305 306 308 309 310 311 312 313 314 315 316 317 323 324 336 336 337 338 339 343 341 364 365 366 367 368 369 370 371 372 373 374 384 385 386 387 388 389 402 403 404 Maple Red Pine Maple Spruce M aple O ak Oak M aple Oak O ak 15.40 5.20 9. 30 13.85 24. 10 9. 80 25.50 16.60 10.30 10.80 9.45 8. 40 Linden Linden Ash Elm O ak Colorado Spruce 4.70 20.50 20.25 17. 30 5. 50 10.25 6.40 7.15 21.90 17.35 9. 00 10.90 19.10 22. 00 5.50 Cottonwo od Cottonwoo d Cottonwoo d No rway Spruce Crab Apple Crab Apple Red Pin e Oak Oak Maple Maple Oak Maple Birch M aple Linde n 11.00 16. 75 15.50 20.25 29.80 27.25 10.70 20.85 4.50 15.70 Ash Linde n Cottonwood Ash M aple Linden Colorado Spruce Oak Linden Spruce Spruce Spruce Oak 17.80 4. 65 24.65 10.50 10.00 Colorado Spruce Oak Maple Ash Ash Ash Ash Ash 10. 10 10.60 26.80 6. 00 Lin den Lin den Lin den Ash Lin den Maple Maple Maple Maple Maple Oak Oak Maple Maple Linden Linden 14. 40 9.60 9.80 15.90 13.00 11.25 16.10 18.20 9.65 13.50 24.00 23. 70 8.40 21.25 16.70 10.75 Ash Linden Linden Ash Ash Maple Maple linden Maple Maple Oak Oak Maple Maple Mapl e Maple Maple Maple Maple Maple Maple M aple M aple Maple M aple Maple Maple Maple M apl e Ash Ash Oak 10. 10 8.80 20.80 10.50 9.30 13.50 11 .70 14.10 17.70 14 .00 9.25 16.10 13.70 15.10 18 .00 20.25 10 .10 8.40 19.10 23 .50 20 .40 8 .75 005 40 5 410 413 418 428 429 434 459 501 504 538 539 540 54 1 542 551 556 571 580 586 591 592 593 598 599 601 601 602 603 604 605 606 607 608 O ak Ash Ash Maple Willow Oak Colorado Spruce 5.75 16.75 Linden Maple M aple Maple Ash Oak LM den Maple Spruce O ak 24.25 6.10 Spruce M aple Maple M aple Black Cherry Black Cherry Maple Maple Linde n Linde n 15.75 Oak M aple M aple Maple M aple M aple Oak Oak Oak Oak Oak Oak Maple Oak Maple Maple Maple Oak Oak Elm 60 9 610 611 611 612 613 615 616 622 623 623 624 625 626 627 627 628 629 629 630 631 631 631 631 632 633 634 635 652 678 679 680 681 681 682 686 687 688 688 688 688 689 690 691 692 692 692 693 694 694 694 695 696 696 696 697 697 697 697 698 698 698 699 699 700 701 701 Maple Maple Ash Ash Linden Linden Linden Linden Silver Maple Silver Maple Silver Ma ple Silver Maple 13. 90 10. 30 15.50 13. 30 Ma ple Maple Maple Ash Maple Maple Linden Linden Oak Oak Norway Spruce Fir Oak 9 .50 14.50 LMden LMden Linden Linden Li nden Linden Fir L Mden L Mden LMden linden Linden Li nden L Mden Linden Linden Linden Li nden LMden Linden linden Li nden Oak Oak Oak LMden LMden Linden Linden 701 702 703 705 711 718 719 725 726 728 729 730 732 733 736 737 1709 Linden Linden O ak Maple Colo rado Spruce 4.10 Maple Ash Maple Linden Ma ple Ma ple Ash Maple Bitte rnut Hicko ry Ash Ash Oak 8.40 TOTAL TREES REM OVED 4482" (OUTSIDE OF POND) TREE INVENTORY/PRESERVATION TOTALS TOTAL TREES ONSITE 11,520' TREES SAVED 6,579' TREES REMO VED 4,941' PERCENT REMOVAL 38. 8% ALLOWED PER C ITY CODE 25% = 2,880" REQ UIRED REPLACEM ENT PER CO DE 2,061" TREES REMOVED IN POND AREA Ash Ash 318 319 319 320 321 322 322 322 322 325 326 326 327 329 333 356 357 358 359 400 441 442 444 445 446 453 467 494 495 496 497 498 499 499 499 722 723 724 SthmrMaple Silve rMaple Ash Ash Linde n Linde n Linde n Linden Ash Ash Ash Ash Ash Ash Ash Ash Maple Maple Maple Maple Maple Maple Maple Lind en O ak Linde n Ash Ash Ash Ash Swamp O ak Ash Ash Ash Ash Maple TOTAL TREES REMOVED 459 " (IN P OND AREA) ENGINEERING SURVEYING ENV IRONMENT AL PLANNING EVS, INC. 10250 Valley View R oad, Suit e 123 Eden Prairi e, Min nesota 55344 Ph one: 952-646-0236 Fax, 952-646-0290 City of Medina, MN 2052 C ounty R oad 24 M edi na, Mi nn es ot a 55340 Pho ne: 763-473-4643 F ax: 763-473-9359 Preliminary Plat & Dev elopment Plans P ROJECT Woods of Medina LOCATI ON Medina, MN S HEET Tree Inventory ALTERNATE # DATE REVISION A 10/11/13 City Comm ents I HE REBY C ERTIFY TH AT THIS PL AN, SP ECIFIC ATION, OR REP ORT WAS PR EPARE D BY ME OR UNDER MY DI RECT S UPER VISI ON AN D THAT I AM A DULY LI CENSED PRO FESSIONAL ENGINEER UN DER T HE LAWS OF 'THE ST ATE OF MINNESOT A. Davld Nash DATE 10/ 11/ 2013 REGISTRATION NUMBER 21836 Dft AWN BY CH EC KED BY DS DN DA TE P ROJ ECT # 10 .11 .2013 2012-059 .1 SHEET NUMBER 11V- 1,0Z3 11a13WIlN ZH HHS V6S0•ZLOZ E1. 0VI.l'01. #.L33 f0 11d 31v a Na sa A91333133H3 A9 NAAVNO 9E9LZ 11331Na N NO LLV111S103 11 ELOZ AI /01 3 1tl 0 4seN HAeO 'tl iOS3NNIIQ 30 31V1 S 3111 30 SAW -1 3H 11130N 01133NION3 3V NOISS3 30111 03SN33 11 A'II10 V NV 11VH1 O NV NO ISIA 113d[1S 1 731110 AN` 11 3ONL1110 3N AU 0911 ,1311d SVM 1110 13 11 110'1N 011V3I1133 dS'NV 1d SIH11 tlH1 A311 1133 A 113 113H I sluaww00 NIO e1/LL/ol V NO ISIA3 11 31VQ # Ueld ells 30 l Hews a;euia;IV 133 118 NW `eulpaW INOLLV 30' I eulpayy;o spoo M 133fo 11d sue ld ;ua wdolanea '8 3eld tieulwllaid eulpou rp ..ax ua 69E6-EL9'E9L .x ed E999'ELYE9L:0u 0Hd 09E99 elosauw w'eulpaw 9Z Peo a 74008 0 Z90Z N w' eulPaw to 7410 o 0. 6uo- O6Z0-999-ZS6:x 0d HZP 999-Z96 :,00 ,13 MSS el0 sau uiLy'e 1,1e1100 1,3 EZL a 110 S 1,00 1j'Am /0110A OSZOL 'ONI 'SA3 ONINNVid 1V1N3W NOMIAN3 ONIA3A21f1S ON12133NION3 1333 NI 3NOS 001 09 0 N 33111 ONIISIX3 NOIS - 1131d118 ONVl13M. NOIS 13381S NOIS dO1S 1H01113381S 0N3031 SONOd 11V d0 13A31 H31VM HOIH 381 3A09 100A I L) 3N0 Ol do ONV 531111LLn OIIBnd 11V 83A0 0301A08d 39 11I S1N3N3SV3 AL111n ONV 30 VNIVHO '03810038 SV 030M0 8d 38 IIVHS S1N 3N3SV3 Alllun ONV 30VNIV HO 9 'A LIO 3H1 A8 IVA08ddV 0110 3f8nS 38V S3NVN 1338 1S 'E ' AlNO AIIVO IHdV 80 N MOHS SI 88n0 d0 NOVO 3SIM83H10 0310N ssainin 88n0 d0 N0V8 Ol88nO JO NOV938V SNO ISN3NI0 IIV Z 1001 H1N311S38V3N 3H10 1030N1108 SNO ISN3N10 IIV AS 0008 N nNININ. t9£ZI 91 61£8 SI 61£8 VI 61£8 £i 0817Z1 ZI 9ZLOI Li Z6L8 Oi LDL8Z 6 OZZVT 8 L£V8 L 8266 9 8696 S £b68 b £LI6 £ ££i9I Z LSOS i ■V311V 101 319V1 V3£IV 101 S310N BSBL\ ✓ i11VILN301S311 AIINVd 310NIS (3A113S311 NV911n) 1VIIN3OIS311 ivanN ld SL ld 07 110C 11 09 13 OE (1A OL ONV 1JS) 1V1011A S1 (30VLIVO 11 01 ld OE) ld SZ S11Nn 91 ld OZL Id 09 dS 0009 ONINOZ 03SOd08d ON INO Z ONI1SN3 NO V813S ONV113M NnNIN IN N3ddn8 ONV-113M nInNININ 113ddn8 ON VII3M 30VH3AV 911'8' 0 0 8VA HV3H 08VA 3015 08VA 1NO8J SNOV813S 5101 d0838N ON H1d3010 1 N nN ININ H1OIM 101 NnNININ V38V w ow iNIW NVId 3AI1VNH311V - A11VNNnS 10 1 -d i a GI 04 e ois gC 8 Aavvuoi 1S 1N3W d013A30 311S AlIN V3 310NIS S� aaa aVe, ant at' ea a a © a 0 e a a Sa ea at oa a °37,4 ep a a a 8 la R aeaa °3 a ma we is W A0 ]/\:1]S] s ase� iouno .06 I .09 -- ON da 00