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HomeMy WebLinkAbout2014-07-03 - Planning Commission Agenda PacketCITY OF CORCORAN PLANNING COMMISSION MEETING 7:00 PM —THURSDAY, JULY 3, 2014 AGENDA 1. Call to Order 2. Pledge of Allegiance 3. Open Forum 4. Approval of: a. Agenda b. *April 17, 2014 Planning Commission Minutes 5. Unfinished Business: 6. New Business a. *PUBLIC HEARING. Lake Independence Regional Trailhead at 23475 CR 10 Rezoning, Site Plan and Variance (PID 18- 119 -23 -12 -0002) (city file 14 -010) i. Staff Report ii. Open Public Hearing iii. Public Comment iv. Close Hearing V. Commission Discussion & Recommendation 7. Reports: a. *Planning Project Update b. *Adopted Mission Statement, Vision Statement, Value Statement and Strategic Goals c. Liaison Report (Cossette) d. Other Business 8. Adjournment *Literature to review Material relating to these agenda items can be found in the House Agenda Packet, located near the entrance to the Council Chambers Meeting Area. CITY OF CORCORAN PLANNING COMMISSION MEETING MINUTES 7:00 PM — THURSDAY, APRIL 17, 2014 The Corcoran Planning Commission met on April 17, 2014, at City Hall in Corcoran, Minnesota. Present were: Chair Jacobs, Commissioner Krueger, Commissioner Wu, Commissioner Theis, and Commissioner Schultz. Absent: Vice -Chair Ravnholdt. Also present were: Council Liaison Cossette, Administrator Martens, City Planner Lindahl, City Engineer Torve, and Code Compliance Official Pritchard. 1. Call to Order Chair Jacobs called the meeting to order at 7:00pm 2. Pledge of Allegiance 3. Open Forum — None. The Chair and Commission welcomed Commissioner Schultz. 4. Approval of: a. Agenda Motion made by Krueger seconded by Theis to approve the agenda as presented. Voting Aye: Jacobs, Krueger, Wu, Theis, and Schultz. (Motion carried 5:0) b. March 6, 2014 Planning Commission Minutes Motion made by Theis seconded by Wu to approve the minutes as amended. Voting Aye: Jacobs, Krueger, Wu, and Theis. Commissioner Schultz abstained. (Motion carried 4:0) 5. Unfinished Business: The Chair inquired about vacant Alternate Commissioner seats. Administrator Martens confirmed that two (2) Alternate seats were still available. He also shared that as part of the Council's ongoing Mission /Vision work; they would be evaluating the City's Commissions as well as reviewing the Commission Handbook. 6. New Business a. Final PUD Development Plan for U.S. Home Corporation (dba Lennar) for a residential development called "Ravinia" (city file 14 -003) i. Staff Report — City Planner Lindahl presented her staff report ii. Public Comment — Chair Jacobs clarified that although there would be no public hearing, the Commission would accept public comment. No public comments were made. V. Commission Discussion & Recommendation — The Commission discussed a number of items including parking regulations, signage location and lighting throughout the development, as well as setbacks and cul -de -sac size. It was confirmed that the proposed cul -de -sacs were enlarged to meet engineering standards and turn radiuses for emergency and public works vehicles. Approximately 10 lots would need porch and deck adjustments to meet setback requirements but no lots were lost due to the cul -de -sacs being enlarged. The City will monitor the center islands through the first phase and determine if they will continue to be utilized in later phasing. The Commission also discussed the Haeger and Tabor properties which are both excluded from the development. It was clarified that access must be maintained, but that specifics would need to be resolved by the property owners and developer, subject to city approval. Staff clarified that parks and trails would be built consistent with phasing. The Commission asked if there were any possibilities that parks or trails would not be built if the development stalled. It was stated that the Development Contract requires a financial guarantee to ensure all proposed infrastructure improvements are made. The question was posed whether or not City Ordinance had jurisdiction over home owners' association (HOA) rules. Staff responded that the City enforces municipal ordinances and that the HOA would be responsible for enforcing their rules. The applicant shared that any exterior improvements, including landscaping, would require HOA approval. Staff clarified home elevations and the requirement that homes with multiple frontages would be required to carry the architectural fagade around the entire home. There are also rules in place governing the proximity of similar homes being located together. The applicant stated that their Next Gen product would be market driven and most likely be located on their largest lots and spread throughout the development. The City Engineer clarified that infrastructure improvements would be required on County Road 101 as well as Hackamore Road in later phases. Trails would cross Hackamore Road and remain off -road into Medina. The Commission reviewed the Resolution and asked for some clarification on garage door standards and the development's color palate. Motion made by Krueger seconded by Wu to recommend approval of the Final PUD Development Plan resolution subject to the findings and conditions prepared by staff. Voting Aye: Jacobs, Krueger, Wu, Theis, and Schultz (Motion carried 5:0) 7. Reports: a. Planning Project Update - Information Only b. Liaison Report — Presented by Councilperson Cossette c. Other Business — Staff notified the Commission that the May Planning Commission meeting may be cancelled. 8. Adjournment Motion: made by Krueger seconded by Wu to adjourn. Voting Aye: Jacobs, Krueger, Wu, Theis, and Schultz. (Motion carried 5:0) Meeting adjourned at 8:42pm. Submitted by Mike Pritchard Code Compliance Official L A N D From Site to Finish Agenda Item F 0 R M 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 TO: Planning Commission FROM: Kendra Lindahl, Landform Tel: 612 - 252 -9070 Fax: 612 - 252 -9077 www.landform.net DATE: June 23, 2014 for the July 3, 2014 Planning Commission RE: PUBLIC HEARING. Lake Independence Regional Trail Trailhead. Application for Site Plan, Rezoning and Variance for gravel parking lot and bathroom at 23475 County Road 10 (city file no. 14 -010) REVIEW DEADLINE: August 12, 2014 1. Application Request Three Rivers Park District is requesting city approval for a site plan application for the temporary installation of a gravel parking lot and bathroom at 23475 County Road 10. The applicant is also requesting approval of a rezoning from Transitional Rural Commercial (TCR) to Rural Commercial (CR) and a variance from the minimum lot size and setback requirements. Approval of the site plan, rezoning and variance requires a majority vote of the entire City Council. 2. Parks and Trails Commission Review The application was submitted to the Corcoran Parks and Trails Commission for review at the June 24, 2014 Parks and Trails Commission meeting. Comments from the Parks and Trails Commission are advisory in nature and non - binding. Staff will provide a verbal update at the meeting. 3. Context Background The applicant proposes to lease tax - forfeited land owned by Hennepin County to build a temporary trailhead for Lake Independence Regional Trail. Zoning and Land Use The property is currently guided Rural Service /Commercial and zoned Transitional Rural Commercial (TCR). Landform', SensiblyGreen and Site to Finish® are registered service marks of Landform Professional Services, LLC. • , -. Surrounding Properties The surrounding properties are guided Rural Service / Commercial and zoned TCR. Natural Characteristics of the Site • No significant natural resources have been identified in The 2030 Comprehensive Plan Natural Resource Inventory. Transportation /Access A paved east /west path will connect users to the Lake Independence Trail and a driveway will connect the Trailhead parking lot to CR 10. No major roadwork is anticipated. Parks, Trails and Sidewalks The Lake Independence Regional Trail is a North -South paved trail running parallel to County 19. It connects the Crow - Hassan Park Reserve, Baker Park Reserve and the Luce Line State Trail, which are maintained by Three Rivers Park District. The site plan shows that a snowmobile path and a paved path will connect users to the 15.87 mile trail. 4. Analysis Staff has reviewed the application for consistency with the Comprehensive Plan, Zoning Ordinance, and City policies. The City Engineer's comments are incorporated into this staff report and included as an attachment. A. Level of City Discretion in Decision - Making The City has a relatively high level of discretion in approving or denying a rezoning application. The proposed zoning for a property must be consistent with the City's Comprehensive Plan. If the proposed zoning is not consistent with the Comprehensive Plan, the City must deny the rezoning application. The Zoning Ordinance and Map are the enforcement tools used to implement the goals and standards set in the Comprehensive Plan. The City's discretion in approving or denying a site plan is limited to whether or not the proposed request meets the standards outlined in the City Code. If it meets these standards, the City must approve the site plan. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a higher level of discretion with a variance because the burden of proof is on the applicant to show that the variance standards have been met. Lake Independence Regional Trail Trailhead, Site Plan, Rezoning, and Variance (city file 14 -010) July 3, 2014 • , -s B. Consistency with Ordinance Standards Rezoning • The .84 acre (1.26 gross acres minus .42 acres of road ROW) property is guided Rural Service /Commercial in the 2030 Comprehensive Plan and zoned TCR. The purpose of the TCR District is to provide a holding zone until a landowner makes application for development, at which time the City may rezone the affected property to CR, consistent with the land use plan. The applicant is requesting a rezoning from TCR to CR. The city must review this request for compliance with the standards of Section 1070, Subdivision 2: A. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the City Comprehensive Plan, including public facilities and capital improvement plans. The proposed project is consistent with the 2030 Comprehensive Plan for Rural Service / Commercial areas that allow for contractor's yards and similar uses. B. The proposed action meets the purpose and intent of this Ordinance or, in the case of a map amendment, it meets the purpose and intent of the individual district. The planned parking lot, bathroom and trail connections are consistent with the intent of the CR District. The CR district was created to provide a mix of neighborhood commercial uses and rural industrial, such as contractor's yards and similar uses that do not require municipal water or sanitary sewer services. C. There is adequate infrastructure available to serve the proposed action. There is adequate infrastructure available to serve the proposed parking lot and vaulted bathroom. D. There is an adequate buffer or transition provided between potentially incompatible districts. The proposed project is compatible with the Comprehensive Plan and, therefore will not have an undue and adverse impact on the reasonable enjoyment of the surrounding properties. Site Plan The applicant is proposing a gravel parking lot, a bathroom, landscaping, a paved bike /walk trail connection and an unpaved snowmobile trail connection. The parking lot will provide 9 parking spaces on a gravel surface, with an additional paved handicap parking space and loading area to provide access to the bathroom. Lake Independence Regional Trail Trailhead, Site Plan, Rezoning, and Variance (city file 14 -010) July 3, 2014 • , -s • Section 1040.090 permits Civic uses in the CR District. Parking and related amenities for the Lake Independence Regional Trail is considered a permitted civic use. The City must review this site plan application for compliance with the 2030 Comprehensive Plan and provisions of the Zoning Ordinance. Public Safety Review Plans were sent to the fire department on June 11th. There were no comments from the Fire Chief and Fire Marshal regarding public safety as of the date of this report. Well and Septic The applicant will need to apply for a well and septic permit at Hennepin County, and provide a copy of the approved permit to the City prior to construction. Parking lot Sec. 1060.60 of the Zoning Ordinance permits gravel parking lots in the CR district, if all of the following standards are met: 1. The City Engineer has reviewed the grading plan and finds that surface water is managed in compliance with City and State requirements. The City Engineer noted that the proposed grading shows that drainage is flowing to one point at the southeastern portion of the parking lot. The applicant will need to adjust the final grading to create sheet flow to the south similar to existing conditions. The City Engineer's comments are attached. 2. A dust control program is provided by the landowner and approved by the City Council. The applicant will control dust using a calcium chloride dust control product on an as- needed basis. 3. Handicapped accessible routes are provided on site in compliance with State and Federal requirements. Paved handicapped parking and trail access is provided in compliance with State and Federal requirements. 4. The gravel parking areas are fully screened to a height of 3 feet from the public streets and adjoining properties. Lake Independence Regional Trail Trailhead, Site Plan, Rezoning, and Variance (city file 14 -010) July 3, 2014 • • • • The gravel parking area is fully screened on the north and south perimeter of the parking area. Landscaping on the eastern perimeter is not shown on the site plan; however, aerial photos show that there is significant vegetation on the neighboring residential lot that should provide an adequate visual barrier. 5. The commercial development requiring the parking is seasonal in nature (operates 9 months or less per calendar year). The proposed Trailhead is a temporary recreational use, not a commercial use. Staff does not anticipate high usage of the parking lot in the winter months. 6. Landscaped areas equal to 10 percent of the lot area shall be provided in parking lots that contain space for 50 or more cars. Section 1060 (Performance Standards) Page 225 December 19, 2011 The parking provides fewer than 50 parking spaces for cars; therefore, this standard does not apply. 7. When an existing business expands its structure by 10 percent or more or a change in use creates the need for additional parking spaces, the entire parking area shall be upgraded to meet the provisions contained within this subdivision. This is a new parking lot; therefore, this standard does not apply 8. Areas designed for storage purposes only, which are fenced and properly screened, may be permitted to utilize other durable and dustless surface materials subject to the approval of the City Council. Storage will not be provided on site; therefore, this standard does not apply. 9. Off - Street Loading Areas. Loading areas established after March 23, 2004 shall be prohibited within 300 feet of residentially zoned or guided property unless completely screened by an intervening building. Loading areas not requiring screening by an intervening building shall be screened from adjacent residentially zoned or guided property by the use of berms, fences, or walls to provide 100 percent opacity to a height of at least 10 feet. The height of the screening shall be measured from the grade of the loading areas. An off - street loading area is not proposed, therefore, this standard does not apply. Bathroom The proposed 95- square foot, unisex bathroom will be constructed of tilt -up concrete walls, which meets the building standards in Section 1060.050 of the zoning ordinance. The bathroom includes a vented vault for waste collection. The applicant will be required to obtain a septic Lake Independence Regional Trail Trailhead, Site Plan, Rezoning, and Variance (city file 14 -010) July 3, 2014 ! permit from Hennepin County. Hennepin County reviewed the plans and noted that the permit application must include pumping schedule for review and approval. A copy of the permit must be provided to the city prior to issuance of a building permit. Landscaping In addition to landscaping requirements for gravel parking lots, Section 1060.070 sets standards for general landscaping. The standards of 1060.070, 2 (G) (Landscaping for Non - residential Uses) requires one overstory tree per 50 lineal feet of site perimeter and one understory shrub per 30 lineal feet of site perimeter. City staff calculated that the perimeter of the lot is 946 feet (approximate), which would require a total of 19 trees on site (946/50 =19), and 31 (946/30 =31) shrubs. The proposed plan contains 9 trees and 25 shrubs. While the proposed plan does not comply with this standard, staff finds that this is a temporary use and that the proposed plan meets the intent of the standard. Staff recommends approval of a variance, discussed in the variance section of the staff report. Signs The site plan shows that a Trailhead Parking Lot sign will be installed on the Northwest side of the parking lot entrance. Chapter 84.07 of the City Code requires all signs to be set back 10' from the right of way. This standard is not met. The applicant will need to move the sign to the appropriate setback to meet the standards of the code. Lighting No lighting is proposed on site. If lighting is to be provided in the future, the applicant must submit a lighting plan for city review and approval. Variance The applicant is requesting a variance from the required 100 foot principal structure setback from the right of way of major roadways and a variance from the required landscaping minimum. While the applicant requested a variance from the minimum lot size of 2.5 acres, staff finds that the lot is a legal, nonconforming lot of record and does not require a variance. The burden of proof is on the applicant to show that all of the following criteria have been met: 1. That there are practical difficulties in complying with the Zoning Ordinance. There are practical difficulties for the applicant in complying with the Zoning Ordinance. The setback requirements cannot be met because the size and shape of the parcel is smaller than the required minimums. The project site is .84 acres, with a lot depth of 99.31 feet along County Road 10, and a lot depth of 95.66 feet from County Road 10. Given these dimensions, the applicant cannot construct the project on the existing lot according to the provisions of the Ordinance. The required landscaping requirements are not practical for a temporary use of the site. Lake Independence Regional Trail Trailhead, Site Plan, Rezoning, and Variance (city file 14 -010) July 3, 2014 • • • 2. That the conditions upon which a petition for a variation is based are unique to the parcel of land for which the variance is sought and were not created by the landowner. The conditions upon which the variance request are based are unique to this parcel due to the legal nonconforming lot size, and the temporary nature of the use. 3. That the granting of the variation will not alter the essential character of the locality. The proposed parking lot for the Trailhead is consistent with the character of the locality. The parking lot provides greater access to the existing Lake Independence Trail and maintains the rural service character of the intersection. The proposed landscaping enhances the vegetative cover and appearance of the site. 4. The proposed variance would be in harmony with the general purposes and intent of the Ordinance. The proposed project is in harmony with the general purposes and intent of the Ordinance. The proposed use as a parking lot with a bathroom is a civic use that increases park and trail access to area residents. The proposed site landscaping significantly increases the number of trees on site and effectively screens potential headlight nuisances. 5. The variance is consistent with the Comprehensive Plan. The variance is consistent with the Comprehensive Plan, maintains the rural character of the site, and enhances parks and trail amenities for Corcoran residents. 4. Recommendation Move to recommend approval of the following: a. Ordinance approving a rezoning b. Resolution approving findings of fact for rezoning c. Resolution approving the site plan and variance Attachments a. Ordinance 2014 -xx approving a rezoning b. Resolution 2014 -xx approving findings of fact for rezoning c. Resolution 2014 -xx approving a site plan and variance d. Aerial Location Map e. City Engineer's Memo, dated June 18, 2014 f. Applicant's Narrative, dated, May 20, 2014 g. Applicant's Narrative, dated June 13, 2014 Lake Independence Regional Trail Trailhead, Site Plan, Rezoning, and Variance (city file 14 -010) July 3, 2014 City of Corcoran County of Hennepin State of Minnesota ORDINANCE NO. 2014- Motion By: Seconded By: July xxx, 2014 AN ORDINANCE AMENDING TITLE X (ZONING ORDINANCE) OF THE CITY CODE TO CLASSIFY CERTAIN LAND LOCATED AT 23475 COUNTY ROAD 10 (PID 18- 119- 23 -12- 0002) (CITY FILE 14 -010) THE CITY OF CORCORAN ORDAINS: Section 1. Amendment of the City Code. Title X of the City Code of the City of Corcoran, Minnesota, is hereby amended by changing the classification on the City of Corcoran Zoning Map from TCR (Transitional Rural Commercial) to CR (Rural Commercial) with respect to the .84 -acre parcel, legally described as follows: That part of the Northwest X of the Northeast X of Section 18, Township 119 North, Range 23 West of the 5th Principal Meridian, described as follows: Beginning at the Y4 Section Post between Section 7 and Section 18 in Township 119, Range 23; thence South along X Section line 23 rods; thence East 7 rods 13 X feet; thence North 14 X rods; thence West 2 rods and 3 feet; thence North 8 % rods; thence West 5 X rods and 2 feet to place of beginning, EXCEPTING therefrom the South 8 rods thereof. And that part of the Northeast X of Section 18, Township 119, Range 23, described as follows: Commencing 92.75 feet East of the Northwest corner of Northeast '4 of Section 18, Township 119, Range 23; thence South 8 rods; thence East 88.5 feet; thence North 8 rods; thence West 88.5 feet to place of beginning. Subject to road. And all that part of the Northeast X of Section 18, Township 119, Range 23, described as follows: Commencing at a point on the North line of said 1/4 Section distant 10 rods and 16 X feet East of the Northwest corner of said X Section; thence South 8 rods; thence East 7 % rods; thence North 8 rods to the North line of said X Section; thence West along said North line 7 X rods to the point of beginning, subject to road. Section 2. Effective Date. This amendment shall take effect upon adoption of the resolution approving the site plan for this project. Page 1 of 2 City of Corcoran County of Hennepin State of Minnesota VOTING AYE ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron ORDINANCE NO. 2014- VOTING NAY ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron July xxx, 2014 Whereupon, said Resolution is hereby declared adopted on this 24th day of July 2014. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 2 of 2 City Seal City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2014- Motion By: Seconded By: July xx, 2014 APPROVING FINDINGS OF FACT FOR REZONING PROPERTY AT 23475 COUNTY ROAD 10 (PID 18- 119 -23 -12 -0002) (CITY FILE 14 -010) WHEREAS, Three Rivers Park District ( "the applicant ") has requested reclassification of the zoning from TCR (Transitional Rural Commercial) to CR (Rural Commercial) with respect to the .84 -acre parcel, legally described as follows: That part of the Northwest X of the Northeast X of Section 18, Township 119 North, Range 23 West of the 5th Principal Meridian, described as follows: Beginning at the Y4 Section Post between Section 7 and Section 18 in Township 119, Range 23; thence South along X Section line 23 rods; thence East 7 rods 13 X feet; thence North 14 rods; thence West 2 rods and 3 feet; thence North 8 % rods; thence West 5 % rods and 2 feet to place of beginning, EXCEPTING therefrom the South 8 rods thereof. And that part of the Northeast X of Section 18, Township 119, Range 23, described as follows: Commencing 92.75 feet East of the Northwest corner of Northeast X of Section 18, Township 119, Range 23; thence South 8 rods; thence East 88.5 feet, thence North 8 rods; thence West 88.5 feet to place of beginning. Subject to road. And all that part of the Northeast X of Section 18, Township 119, Range 23, described as follows: Commencing at a point on the North line of said1 14 Section distant 10 rods and 16 X feet East of the Northwest corner of said X Section; thence South 8 rods; thence East 7 X rods; thence North 8 rods to the North line of said % Section; thence West along said North line 7 % rods to the point of beginning, subject to road. WHEREAS, the Planning Commission has reviewed the request at a duly called Public Hearing and recommends approval, and; WHEREAS, the City Council has adopted an ordinance rezoning the affected parcel from TCR to CR; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does support the request by Three Rivers Park District for the reclassification of the zoning from TCR to CR for the .84 -acre property, based on the following findings: 1. The proposed project is consistent with the 2030 Comprehensive Plan for Rural Service / Commercial areas. 2. The planned parking lot, bathroom and trail connections are consistent with the intent of the CR District. The CR district was created to provide a mix of civic, neighborhood commercial uses and rural industrial uses that do not require municipal water or sanitary sewer services. Page 1 of 2 City of Corcoran July xx, 2014 County of Hennepin State of Minnesota RESOLUTION NO. 2014- 3. There is adequate infrastructure available to serve the proposed parking lot and vaulted bathroom. 4. The proposed project is compatible with the Comprehensive Plan and, therefore will not have an undue and adverse impact on the reasonable enjoyment of the surrounding properties. VOTING AYE ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron VOTING NAY ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this xx day of July 2014. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 2 of 2 City Seal City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2014 - Motion By: Seconded By: July xx, 2014 APPROVAL OF A SITE PLAN AND VARIANCE FOR THE LAKE INDEPENDENCE REGIONAL TRAIL TRAILHEAD AND BATHROOM AT 23475 COUNTY ROAD 10 (PID 18- 119 -23 -12 -0002) (CITY FILE 14 -010) WHEREAS, Three Rivers Park District is requesting approval of a site plan and variance to allow construction of a gravel parking lot and bathroom on property legally described as follows: That part of the Northwest N of the Northeast N of Section 18, Township 119 North, Range 23 West of the 5th Principal Meridian, described as follows: Beginning at the !14 Section Post between Section 7 and Section 18 in Township 119, Range 23; thence South along N Section line 23 rods; thence East 7 rods 13 N feet; thence North 14 N rods; thence West 2 rods and 3 feet; thence North 8 N rods; thence West 5 N rods and 2 feet to place of beginning, EXCEPTING therefrom the South 8 rods thereof. And that part of the Northeast N of Section 18, Township 119, Range 23, described as follows: Commencing 92.75 feet East of the Northwest corner of Northeast N of Section 18, Township 119, Range 23; thence South 8 rods; thence East 88.5 feet; thence North 8 rods; thence West 88.5 feet to place of beginning. Subject to road. And all that part of the Northeast N of Section 18, Township 119, Range 23, described as follows: Commencing at a point on the North line of said1 14 Section distant 10 rods and 16 N feet East of the Northwest corner of said N Section; thence South 8 rods; thence East 7 % rods; thence North 8 rods to the North line of said N Section; thence West along said North line 7 % rods to the point of beginning, subject to road. WHEREAS, the Planning Commission has reviewed the site plan and variances at a duly called public meeting and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORCORAN, MINNESOTA, that it should and hereby does approve the request for a site plan, subject to the following conditions: Site plan approval is granted to allow a gravel parking lot, bathroom, and associated site improvements, in accordance with the plans received by the City on June 13, 2014, except as amended by this resolution. 2. Approval of this resolution is contingent upon approval of rezoning the property from TCR to CR. 3. Variances to allow a 22' 1" front yard setback along County Road 10 where 100 feet is required and to reduce the required landscaping are approved, subject to the following findings: a. There are practical difficulties for the applicant in complying with the Zoning Ordinance. The setback requirements cannot be met because the size and shape of the parcel is smaller than the required minimums. The project site is .84 acres, with a lot depth of Page 1 of 3 City of Corcoran July xx, 2014 County of Hennepin State of Minnesota RESOLUTION NO. 2014 - 99.31 feet along County Road 10, and a lot depth of 95.66 feet from County Road 10. Given these dimensions, the applicant cannot construct the project on the existing lot according to the provisions of the Ordinance. The required landscaping requirements are not practical for a temporary use of the site. b. The conditions upon which the variance request are based are unique to this parcel due to the legal nonconforming lot size. c. The proposed parking lot for the Trailhead is consistent with the character of the locality. The parking lot provides greater access to the existing Lake Independence Trail and maintains the rural service character of the intersection. The proposed landscaping enhances the vegetative cover and appearance of the site. d. The proposed project is in harmony with the general purposes and intent of the Ordinance. The proposed use as a parking lot with a bathroom is a civic use that increases a service amenity to residents in the area. The proposed site landscaping significantly increases the number of trees on site and effectively screens potential headlight nuisances. e. The variance is consistent with the Comprehensive Plan, maintains the rural character of the site, and enhances parks and trail amenities for Corcoran residents. 4. A gravel parking lot and bathroom is approved as shown on the plans. 5. Prior to issuance of building permits, the applicant/landowner must: a. Record the approving resolution at Hennepin County and provide proof of recording to the City. b. The applicant shall comply with all comments from the June 18, 2014 memo from the City Engineer. c. If site lighting (either on the building or freestanding) is proposed, it must comply with Section 1060.040 of the Zoning Ordinance. d. The Trailhead entrance sign must comply with the 10 foot sign setback standards of Chapter 84.07 of the City Code. e. The applicant shall obtain septic approval from Hennepin County and provide a copy of the approval to the City. f. The applicant shall obtain appropriate well permits and provide a copy of the approval to the City, if a new well is proposed. 6. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use. Page 2 of 3 City of Corcoran County of Hennepin State of Minnesota VOTING AYE ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron RESOLUTION NO. 2014 - VOTING NAY ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron July xx, 2014 Whereupon, said Resolution is hereby declared adopted on this xxt" day of July 2014. ATTEST: Jeanie Heinecke — Clerk Kenneth Guenthner - Mayor Page 3 of 3 City Seal 6/17/2014 HIOr4nr,-,. i Hennepin County GIS - Printable Map 1 Parcel Map Scale: 1 "= 100 ft. N 18- 119 -23 -12 -0002 A -T -B: Abstract ID: Print Date: 6/17/2014 Owner Hennepin County Market $0 Name: Total: Parcel 23475 Co Rd No 10 Tax $0.00 Address: Corcoran, MN 55357 Total: (Payable: 2014) Property Vacant Land - Residential Sale $165,500 Type: Price: This map is compilation of data from various sources and is furnished "AS IS" with Home- Sale no representation or warranty expressed or stead: Non - Homestead Date: 12/1999 implied, including fitnessof any particular purpose, merchantability, orthe accuracy and completeness of the information shown. Parcel 0.85 acres Sale Area: 37,000 sq ft Code: COPYRIGHT © HENNEPIN COUNTY 2014 AL 7H;; 6 f_­ -I http: //g is.co.hennepi n.mn.us /Property /pri nt/default.aspx?C= 450094 .69098636124,4996797.811791581 &L =8 &T= hybrid &D = true &LI D =0 &F ID= 1811923120002 &VIS... 1/2 Wenck Engineers • Scientists Business Professionals Three Rivers Trailhead Review TO: Kendra Lindahl, City Planner FROM: Kent Torve, P.E., City Engineer DATE: June 18, 2014 SUBJECT: Trailhead for Three Rivers Park District Wenck Associates, Inc. 1800 Pioneer Creek Center P.O. Box 249 Maple Plain, MN 55359 -0249 800 - 472 -2232 (763) 479 -4200 Fax(763)479 -4242 wenckmp @wenck.com www.wenck.com Background Three Rivers is creating a trail head for access at the CR 10 and CR 19 intersection. The project will create 0.15 acres of impervious surface, on a 0.57 acre site. Stormwater • Existing conditions survey shows sheet flow to the south into cultivated field • Applicant shall perform final grading to create sheet flow similar to existing conditions. o Point discharge (swale, etc.) should be avoided to minimize impacts to adjacent properties. Access Access permit will be required from County. \ \mspfsv02.lps.local \Studios \Planning & Infrastructure Studio \City of Corcoran \COR14010 -Three Rivers Park \2014 -06 -18 city engineers memo Trailhead Three Rivers.docx i nreeRivers PARK DISTRICT 'Y� ey May 20, 2014 Three Rivers Park d of tY Board of City of Corcoran Commissioners Attn: Brad Martens 8200 County Road 116 Corcoran, MN 55340 F RE: Lake Independence Regional Trail Trailhead Parking Lot & CXT Bathroom Site Plan, Rezoning, and Variance Application Dear Mr. Martens: The Park District is submitting plans for Site Plan, Rezoning, and Variance approval for the Lake Independence Regional Trail Trailhead Parking Lot & CXT Bathroom in the City of Corcoran at the southeast corner of County Road 10 and County Road 19. The project includes a gravel parking lot with bituminous accessible parking, a L paved connection between the Lake Independence Regional Trail and parking lot, and a CXT bathroom. The application includes the Site Plan, Rezoning, and Variance Checklists, plans, and project information in this letter. The permitting fees have been waived and the $2000 escrow is included with the application. Site Plan Application Item 7: u- The property is owned by Hennepin County and will be leased to the Three Rivers Park District to construct the parking lot and CXT Bathroom. The property was tax forfeited. Aggregate Parking Lot Dust Control: The gravel parking lot is allowed based on the City Zoning Ordinance (1060.060; Subd 3.B). Dust from the gravel parking lot will be controlled utilizing a chemical dust control product, calcium chloride, on an as needed basis. Rezoning Application Item 4: The property is currently zoned as Transitional Rural Commercial (TCR), which represents a transition area for future development as part of the Rural Commercial (CR) District. The Park District requests the site be rezoned from TCR to CR. The property will be used for the trailhead parking lot and CXT bathroom for the Lake Independence Regional Trail. The adjacent properties are zoned both CR and TCR. Property uses consist of residential, agriculture, and commercial. Administrative Center, 3000 Xenium Lane North, Plymouth, MN 55441 -1299 Information 763.559.9000 • TTY 763.559.6719 • Fax 763.559.3287 • www.ThrecRiversParks.org The project will benefit the adjacent businesses by providing parking for the Lake Independence Regional Trail. Currently, trail users park at the commercial property's, gas station and casting distributor, parking lot north of the project site. There should not be an impact on traffic since trail users are currently using the adjacent businesses' parking stalls to access the trail. Permanent environmental impacts were not identified. During construction, Best Management Practices will be used to control site erosion. Item 7: The property is owned by Hennepin County and will be leased to the Three Rivers Park District to construct the parking lot and CXT Bathroom. The property was tax forfeited. Variance Application Item 4: The project site is 0.84 acres. The site depth along County Road 10 is 99.31 feet and 95.66 feet from County Road 19. The CR District has a minimum lot size of 2.5 acres and a 100 foot setback from the Right -of -Way. The project site does not meet minimum lot size requirements and the setbacks cannot be met because the lot depth is less than the minimum setback for the CR District. The Park District requests a variance for the minimum lot size, parking lot setback, and civic building setback from the Right -of -Way. If the variances are not granted, the project may not be completed because the site does not comply with the CR District. The granting of the variance will not negatively affect public welfare or other parcels in the CR District or neighborhood. The project is an amenity for the community, adding a parking location to access the Lake Independence Regional Trail along County Road 19, Item 7: The property is owned by Hennepin County and will be leased to the Three Rivers Park District to construct the parking lot and CXT Bathroom. The property was tax forfeited. Item 9: The Park District requests that a performance bond or irrevocable letter of credit not be provided with the Variance Application, but be provided at the time of construction. As part of awarding the construction contract, the Park District requires the contractor to provide a performance bond for the entire contract amount. The Park District will provide the City of Corcoran a copy of the performance bond at the time of contract award. Sincerely, r� Josh Bowe PE, LEED° AP BD +C Civil Engineer Three Rivers Park District 7'hreeRivers PARK DISTRICT Dear Mr. Martens: Jennifer DeJournett District 2 The Park District is submitting revised plans and a narrative for Site Plan, Rezoning, and Variance approval for the Lake Independence Regional Trail Trailhead Parking Lot & CXT Bathroom in the City of Corcoran at the southeast Daniel Freeman, corner of County Road 10 and County Road 19. The project includes a gravel Vice Chair parking lot with bituminous accessible parking, a paved connection between the District 3 Lake Independence Regional Trail and parking lot, and a CXT bathroom. Items needed to complete the application John Gunyou, Chair Item 1 District 4 See the Existing Drainage Condition, Proposed Drainage Condition, and Aerial Exhibits. John Gibbs Item 2 District 5 The sign along the parking lot entrance drive is a 24 "x24" steel sign on metal post stating" Three Rivers Park District Trailhead Parking Lot. The sign will be set back Larry Blackstad 10 feet from the property line. Lighting will not be provided for any site signage. Appointed At Large Item 3 The CXT Bathroom's walls and roof are precast concrete. This complies with the Steve Antolak standards in Section 1060.050, Subdivision 1(C)1.d. Appointed At Large Cris Gears Superintendent Administrative Center, 3000 Xenium Lane North, Plymouth, MN 55441 -1299 Information 763.559.9000 • TTY 763.559.6719 • Fax 763.559.3287 • www.ThreeRiversParks.org June 13, 2014 Three Rivers Park District Board of City of Corcoran Commissioners Attn: Brad Martens 8200 County Road 116 Corcoran, MN 55340 Penny Steele District 1 RE: Additional Information Request for Lake Independence Regional Trail Trailhead Parking Lot & CXT Bathroom Site Plan, Rezoning, and Variance Application Dear Mr. Martens: Jennifer DeJournett District 2 The Park District is submitting revised plans and a narrative for Site Plan, Rezoning, and Variance approval for the Lake Independence Regional Trail Trailhead Parking Lot & CXT Bathroom in the City of Corcoran at the southeast Daniel Freeman, corner of County Road 10 and County Road 19. The project includes a gravel Vice Chair parking lot with bituminous accessible parking, a paved connection between the District 3 Lake Independence Regional Trail and parking lot, and a CXT bathroom. Items needed to complete the application John Gunyou, Chair Item 1 District 4 See the Existing Drainage Condition, Proposed Drainage Condition, and Aerial Exhibits. John Gibbs Item 2 District 5 The sign along the parking lot entrance drive is a 24 "x24" steel sign on metal post stating" Three Rivers Park District Trailhead Parking Lot. The sign will be set back Larry Blackstad 10 feet from the property line. Lighting will not be provided for any site signage. Appointed At Large Item 3 The CXT Bathroom's walls and roof are precast concrete. This complies with the Steve Antolak standards in Section 1060.050, Subdivision 1(C)1.d. Appointed At Large Cris Gears Superintendent Administrative Center, 3000 Xenium Lane North, Plymouth, MN 55441 -1299 Information 763.559.9000 • TTY 763.559.6719 • Fax 763.559.3287 • www.ThreeRiversParks.org Items needed to be addressed. but did not make the Mav 20. 2014 aoDlication incomplete Item 1 The owner information is: Jim Grube Hennepin County 1600 Prairie Drive Medina, MN 55340 Item 2 The bituminous ADA stall will have permanent pavement striping. The gravel parking stalls will defined with temporary paint. The painted stalls will indicate parking layout during the first couple of months and repeat users will understand how to park. The ADA stall with permanent striping will show new users the parking orientation. The parking stalls are 9' by 18.5'. Item 3 Screening will be provided on the north and south side of the parking lot. Planting information is provided on the revised plans. Item 4 We have eliminated the reforestation planting from the project. Sincerely, Josh Bowe PE, LEED® AP BD +C Civil Engineer Three Rivers Park District Enclosures: City of Corcoran Information Request, dated June 9, 2014 Three Rivers Park District Application Narrative, dated May 20, 2014 N a is a m a O U BY °a ThreeRivers PARK DISTRICT EXISTING. TYP. PROPOSED, TRY. Independence Regional Trail Trailhead CONCERTI THE EDITION THMIN DEPARTMENT OF TRANSPORTATION EDITION OE THE INS Lake STANDARD FOR NDA FOR CO THE DRAWINGS ARE THEGRAPHICAND 'STANDARD AS MODIFIED IN 1ME CONTRACT DOCUMENTS. THE CONTRACT SHOWING THE DESIGN, LOCATION, OOHED IN THE DOCUMENTS. THEDANLPOR110TI N, AND D OF THE W AND OL Of THE WORK, D C1AY EALINE COLOR, OURE MAY TO THE SYMBOL OPROLY THE SYMBOL COLOR, WEIGHT, Lake Independence Regional Trail DEVIINGTHE FIELD MA MANUAL MINNESOTA INCLUDING THE FIELD MANUALiEMPORARY TRAFFIC CONTRACTOR SHALL REVIEW THE DRAWINGS FOR CONSISTENCY VIETERf MMUR ID IN E NSISIENIFY NE LA SPRgRANCIEPLACT AND NOTIFY CONTROLSONEIAYONS OF EVENT. A A E. THE OWNER Of ANY DISCREPANCIES THAT MAY AFFECT THE THE WNR ANY VAR Corcoran, EXTENT OF WORK, TLI 1401 LOCATION MAP PLAN SYMBOLS LEGEND UTILITY SYMBOLS LEGEND ABBREVIATIONS DRAWING INDEX GENERAL AB BREVWTIONS COMMON TO THE CONSTRUCTION INDUSTRY PARK NO HOARY ELECffiIC. UNSPECIFIED TYPES) —E ARE PRESENT IN THE DRAWINGS THE FOLLOWING ABBREVIATION COVER SHEET COUNTY BOUNDARY - - -'— UNDERGROUND CABLE —E(UG? UST MAY NOT BE COMPREHENSIVE OF ALL ABBREVIATIONS USED. GOO] GENERAL NOTES CITWMUNICIPAL BOUNDARY - -- OVERHEAD CABLE —E(ON) THE CONTRACTOR 15 RESPONSIBLE TO READ AND UNDERSTAND ORS PRIVATE BOUNDARY - RIGM -OE -WAY LINE —ROW -WAY MANHOLE. METER. PEDESTAL OE e ® ALL ABBREVIATIONS AND TERMINOLOGY IN THE DRAWINGS AND CONTACT THE OWNER'S REPRESENTATIVE AS NEEDED FOR CIVIL CW1 SrtE LAYOUT _ CONSRUCTION fASEMEM CONSTRUCTION E ADDITIONAL CLARIFICATION, y101 REGISTERED LAND SURVEY RESOURCE PROJECTION EASEMENT - LIGHT. POLE WXT, MARKER POST ® C301 DEMO / EROSION CONTROL EASEMENT AIA AMERICAN INSTRNE Of ARCHHECTS GOI 1TPC=FGTKENS UTILITY EASEMENT FUEL UNSPECIFIED (ALL TYPES) f ARCH ARCHITECT CQI CONSTRUCTION PLANS PROPERTY SETBACK LINE GASOUNEIREfINED PETROLEUM —GAS ASCII AMERIGNSOCIEIYOf CIVILENGINEERS CI01 CROSS SECTIONS f+Im+ImMLlbwelAwl t ( _ RAILROADTRACKS ` " "mm` T TRANSPORTATION CENTERLINE - GEOTHERMAL —GEOT HVAC /CONDENSATE —HVAC— BLDG BUILDING BO OOTTOMOF C801 DETAILS w ' 4 = •5^'1r= v UNKNOWN LINEAR FEATURE (111 LABEL) ° NAIURALGAS —NCAS— BP BID PACKAGE DOCUMENTS BUILDING • r" `0` q' :•jy,.. 1 N, a = R.� GATE. UNSPECIfIfO / / / / AUPOMAE12TI.ICLE ACCE35 AUTO /,/ MANUAL VEHICLE ACCESS //VEHL OMIE /µNREfINfD PEROLEUM _STEAM— f F Cr CAST CONSTRUCTION CASE IRON PIPE CONO CONCRETE G02 BUILDING EIEVAJIOHS GA3 INTERIOR EIEVglION3 GOd FLOOR PLAN iP1• PimmenW C BICYCLEACCE55 NEHL /// MANHOLE, METER. PEDESTAL f O e ® COM CONTNWUS _ _ G CATION / //BIK //EIKEL // 000 011 / / / /DOG// / /•y/DOG /// IJNSPfaPfp F UNDERGROUND TANK, MARKER POST UEL ® CMP CORRWATED METAL PIPE CMU CONCRETE MASONRY MIT wltl > xe �_ T FENCE. FENCE SPE.IW TYPE i F CONTRACTION JOINT ao y y,y mmxaEa - -% �W gHAIN VALVE (ANYL VFM DQ �` GO DETAIL R + UNKRf CL CHAIN TANK �. CL NA DIAMETER NA x' ASPIC " ^fk PS POSTING SPINDLE TELECOM.POUN UNSPECIFIED (ALL TYPES) —COM — DIM DIUCTLEIN SR RAIL VNDERGROUNO CABLE — COMUG) DIP DAWN IRON PIPE x =WOVE IRE M VElYI O:EBHEAD CABLE M J GO LEC EECTRIC UNDERGROUND FIBER OPTIC —p/ UGC A EACH __ _ _ _ _ _ _ f - 1 _ .. ELEC POLE W1 GUY ANCHOR �J � OVERHEAD FIBER OPTIC —F /OOH) El EXPANSION JOINT � yt 1 POST OR SOWRD. GRILL ® m ® m C MANHOLE, METER © EL REV ELEVATION ENG ENGINEER ti E,}.��T j GURPORAII C e C E %. EXIST EXLSJING nmymp, wrN i HANDRAIL PEDESTAL MARKER FOR ® ® ES EXTERIOR SON W/ SINGLE, DOUBLE POST D D EST EACH WAY X K yy ID =LGN CODE �� �V WATER, UNSPECIFIED (ALL TYPES) FES FLARED END SECTION May 15, 2011 RIVERS PARK DISTRICT DATE _ dFl 1y TOPOGRAPHIC CONTOUR(MAJORI -- _N0CFOFPPROVED - CONTOUR MANHOLE, METER. PEDESTAL © NO FOOTING PROJECT MANAGER THREE DEPARTMENT OF PLANNING AND DEVELOPMENT 'it x TOPOGRAPHIC (MINOR) W e w ® FV CA I MlE+naM pBCH ORSWALE80ROM (FLOW UNH —y. MARKER POST, LLEANOUT ® NQE GA LV GALVANOED R } OR ARROW (FLOW DIRECTION) �_ W W W HOPE HIGH DENSRY POLYETHYLENE ' EDGE OF NORMAL WATER LEVEL - - CHECK, CONTROL DQ LW H RwJ iLOODPLAIN ONE p^ Qi D NS OR DIAMETER INSITSOR OR INSPECTOR May 15.101) 4 WETLAND EDGE UNSPECIFIED CURD BOM. HYDRAM. WELL V INSP e WETIKND EDGE. DELINEATED 4 � IM INTERIOR APPROVED: ENGINEERING DATE - .fR J'� DRINKING FOUNTAIN �'f INV INVERT OR LANDSCAPE CH ORNTMENTO Y nRM CONIFEROUS rREfIINE ... IT JOINT DEPARTMENT OF PIgNNING AND DEVELOPMENT PLANNING DECIDUOUS IREELINE -.: - " - IRRIGATION, UNSPECIFIED (ALLIYPES H— LOS% t .VC, TREE, CONIFEROUS AND DECIDUOUS ® O MANHOLE, METER, PEDESTAL o' e 1 ® MA%IMUOM MIN MINIMUM SHRUB OR BRUSH /l MARKER POST. CLEANOUT ® MN MINNESOTA LAIC NOT IN CONTRACT NOT REQUIRED Oft. .�., y V NOM NOMWAL APPROVED: DIRECTOR DATE O PLANT IDENTIFICATION LABEL COOTI NPRE.(M, VALVE (ANY), CISTERN DQ IRR TIES NOTTO SCALE DEPARTMENT OF PUNNING AND DEVELOPMENT S Uff. Nane 0 OC ON CENTER PROJECT INFER SPRINKLER HEAD, WELL OD ""ENTER LAKE INDEPENDENCE FIT �1 REMOVE FREE SANITARY SEW FR. UNSPECIFIED SS ON OVERHFAO PC PRECAST x GRAVITYPIPING - PH PHASE NOT REQUIRED w m 1 FImNR.01w" =aEA ) CLEAR BRUGH(WON TREELINE) y `G-0 EORCEMAIN PIPING PVC POLYVINYL CHLORIDE PLASTCI PIPE •1'; FsimN TA +I BOD Fe ^ +1Pjyjtiq -' IS IS R, FAD RADRIS APPROVED: SUPERINTENDENT DATE L 1 SILT fENCF.5TAN0ARD MANHOLE, MARKER CLEANON SS ® REC RECOMMENDED THREE RIVERS PARK DISTRICT -.. -- SILT FENCE, HEAVY DUTY • 55 UH STAiK)N. SEPTIC TANK. VENT LS SEP RCP REINFORCED CONCRETE PIPE REINf REINfORCfMENT STEEL OAR FORD uwu Yx ; w• m�+wrn FLOATING SILT CURTAIN �- 55 55� REO '•R N BIOROLL �_.- _��. +� RMTBARRIER .4t VALVE {ANY. CHECK CONTROL DQ FM N SECS SECTION _$�' M ITS STANDARD • I Roc%coxnreucrloN ENTRANCE � STORM UNSPECIFIED - �Y - TEMP TEMPORARY NOT REQUIRED �>P PEDESTRIAN CURB RAMP ® GRAIN TILE - �- IN TILE • © To lOP OF TYP TYPICAL APPROVED: AGENCYORPERSON DATE 3 ". 1 ENNEPIN �•�p'.(� IRON MONUMENT, CONTROL POINT v® MANHOLE MARKER, CLEANOUT ® CATCH BASIN SCIUARE ROUND) ® ® W ON VCR VITRIFIED CLAY PIPE VERr VERTICAL I COUNTY SENCHMARC }'IRON RONWAfNi S � APRON, WI GRATE, VALVE LAND) WI WITH Z. wrtxoN NOT REQUIRED °-^ )Ear PIT V PLAN SYMBOL NOTES J I APPROVED: AGENCYORPERSTN DATE -- •�a" _ _ I. SEE MATERIALS LEGEND FOR TYPICAL EROSION CONTROL I RANKETSEEDING NDSOODIN SYMBOLHAT HPATTERNS REVISIONS POST CONSTRUCTION CERTIFICATION DESIGN ORGANIZATION: DESIGN DESIGNATION: DESIGN EXCEPTIONS: I HERESY CERTIFY THAT THIS PLAN WAR PREPARED BY ME OR UNDER MY DIRECT STATTON DESCRIPTION MARK DATE DESCRIPTION THEORUNDER MY IRECTHEFINALEION AND HATI,M ANY. WERE PREPARED BY OR UNDER DIRECT SUPERVISION AND THAT AMA RALLY REGISTERED SUPERVISION AND THAT AMP DULY REGISTERED LANDSCAPE ARCHITECT UNDER LANDSCAPE ARCHITECT UNDER TXE LAWS OF THE STATE OF MINNESOTA. LA C THE THE LAWS OF THE STATE OF MINNESOTA. PEDESTRIAN PATH - PARK T. DES IGNSPEED: L /L �! � 7 en STOPPING SIGHT DISTANCE BASED ON: NAME PARR DISTRICT HEIGHT OF EYE = NAME •....�. .. �.... •.• .. ............. r.•• GATE: REG.NO.: DEPARTMENT OF DESIGN KATE:OPMOP1C REC. NO a 6+ e B a 0 U r °a GENERAL NOTES: PROJECT: LAKE INDEPENDENCE REGIONAL TRAIL TRAILEAD IN CORCORAN, MN OWNER: THREE RIVERS PARK DISTRICT PROJECT MANAGER: JOSH BOWE, CIVIL ENGINEER PARK MAINTENANCE: SCOTT SCHMIDT 3000 XENIUM LANE NORTH THREE RIVERS PARK DISTRICT SUPERVISOR THREE RIVERS PARK DISTRICT PLYMOUTH, MN 55441 -1299 3000 XENIUM LANE NORTH PHONE: 612 - 490 -0843 PLYMOUTH, MN 55 441 -1 29 9 EMAIL: SSCHMIDT @THREERIVERSPARKDISTRICT.ORG PHONE: 763 -694 -2063 FAX 763 -557 -5248 EMAIL: JBOW EOTHREERIVERSPARKDISTRICT.ORG 1. THREE RIVERS PARK DISTRICT WILL BE RESPONSIBLE FOR ALL FIELD SURVEYING. A MINIMUM NOTICE OF 48 HOURS SHALL BE REQUIRED FOR ANY SURVEY REQUEST. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONS IN PROTECTING SURVEY STAKING FROM CONSTRUCTION ACTIVITIES. 2. CONTRACTOR SHALL STAY WITHIN THE CONSTRUCTION LIMITS UNLESS APPROVED OTHERWISE BY THE OWNER. THE WORK ZONE SHALL BE KEPT AS MINIMAL AS POSSIBLE DURING CONSTRUCTION. MOVEMENT AND PARKING OF EQUIPMENT SHALL STAY WITHIN WORK ZONE AND NOT CROSS AREAS OTHERWISE UNDISTURBED DURING CONSTRUCTION OPERATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING STRUCTURES, UTILITIES, TREES, SITE AMENITIES, ETC. FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR TO WORK OUTSIDE OF DRIP ZONE OF TREES, EXCEPT IN AREAS AS DESIGNATED BY THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE, AT THE CONTRACTOR'S EXPENSE. 4. STOCKPILE LOCATIONS, MATERIAL AND EQUIPMENT STORAGE LOCATIONS ARE TO BE FIELD VERIFIED WITH OWNER PRIOR TO CONSTRUCTION. 5. THE SUBSURFACE UTILITY INFORMATION ON THESE PLANS IS DEPICTED TO UTILITY QUALITY LEVEL "D ". THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38 -02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." 6. THE EXACT LOCATION OF UNDERGROUND UTILITIES SUCH AS GAS, TELEPHONE, FIBEROPTIC, ELECTRONIC, CABLE TV, AND PIPE LINES ARE UNKNOWN. IN ACCORDANCE WITH MINNESOTA STATE STATUTE 216D AND RULES CHAPTER 7560, THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL BEFORE COMMENCING EXCAVATION: 1(800)252 -1166. 7. THE CONTRACTOR SHOULD EXPECT TO FIND TELEPHONE LINES, ELECTRIC LINES, GAS MAIN, AND OTHER PUBLIC UTILITIES IN THE VICINITY OF THE WORK. TO THE EXTENT RECEIVED BY THE OWNER, AND FOR THE CONVENIENCE OF THE CONTRACTOR ONLY, THE DRAWINGS DEPICT OPERATOR - PROVIDED INFORMATION RECEIVED FROM THE VARIOUS UTILITIES THROUGH A DESIGN LOCATE REQUEST. IF THERE IS A CONFLICT BETWEEN OPERATOR - PROVIDED UTILITY INFORMATION AND THE UTILITY INFORMATION DEPICTED IN THE DRAWINGS, THE OPERATOR- PROVIDED INFORMATION SHALL CONTROL. THE OWNER DOES NOT WARRANT THIS INFORMATION TO BE ACCURATE OR COMPLETE, AS THE CONTRACTOR, IN COOPERATION WITH THE APPROPRIATE UTILITY OPERATOR, IS RESPONSIBLE TO VERIFY THE LOCATION, SIZE, AND DEPTH OF ALL UTILITIES PRIOR TO PERFORMING WORK. 8. THE RELOCATION AND /OR PROTECTION OF ALL EXISTING UTILITIES MUST BE COORDINATED BY THE CONTRACTOR AND ANY COSTS FOR SUCH WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR EXTRA TIME AND EFFORT OR PROVISIONS NECESSARY TO WORK AROUND OR UNDER ANY UTILITIES. 9. DIMENSIONS ILLUSTRATED IN TYPICAL SECTIONS REFLECT PREFERRED MINIMUMS AND SHALL NOT BE USED AS THE SOLE BASIS OF BID. REFER TO DRAWINGS AND RESOLVE ANY DISCREPANCIES WITH ENGINEER /LANDSCAPE ARCHITECT IN FIELD AT TIME OF STAKING. 10. COORDINATION WITH OTHER ON -SITE CONTRACTORS IS CONSIDERED INCIDENTAL TO THE CONTRACT AND SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AS DESCRIBED IN THE PROJECT SPECIFICATIONS. 11. THE CONTRACTOR SHALL MAINTAIN ADJACENT PROPERTY AND CITY STREETS CONTINUOUSLY CLEAN FROM DIRT AND DEBRIS DURING ALL OPERATIONS A DAILY BASIS. ALL COSTS ASSOCIATED WITH PROPERTY AND STREET CLEANING SHALL BE CONSIDERED INCIDENTAL. 12. ALL EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 LINEAL FEET OF A SURFACE WATER MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR PERMANENT COVER FOR THE EXPOSED SOIL AREAS YEAR ROUND. AREAS THAT ARE BEING DISTURBED BUT NOT ACTIVELY BEING WORKED SHALL RECEIVE TEMPORARY SEEDING AND /OR MULCHING WITHIN THREE DAYS. THESE AREAS INCLUDE CONSTRUCTED STORM WATER MANAGEMENT POND SIDE SLOPES AND ANY EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A STORM WATER CONVEYANCE SYSTEM, SUCH AS A CURB AND GUTTER SYSTEM, STORM SEWER INLET, TEMPORARY OR PERMANENT DRAINAGE DITCH OR OTHER NATURAL OR MAN -MADE SYSTEMS THAT DISCHARGE TO A SURFACE WATER. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNTS OF SILT, CLAY, OR ORGANIC COMPONENTS (IE. CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) ARE EXEMPT FROM THIS REQUIREMENT. 13. IF THE CONTRACTOR DOES NOT COMPLETE TEMPORARY MULCHING AS SPECIFIED, THREE RIVERS PARK DISTRICT OR THEIR AUTHORIZED REPRESENTATIVE SHALL NOTIFY THE CONTRACTOR IN WRITING THAT HE HAS 24 HOURS TO COMPLETE THE TEMPORARY MULCHING AND /OR VEGETATION OR THE CONTRACTOR SHALL BE SUBJECT TO A $500 DEDUCTION PER DAY OF NON - COMPLIANCE. 14. ALL SEEDED AREAS TO HAVE 6" OF TOPSOIL EITHER SALVAGED OR IMPORTED. SUBSOIL SHALL BE IN A LOOSE CONDITION FOR A UNIFORM DEPTH OF AT LEAST 6" PRIOR TO TOPSOIL PLACEMENT (SITE REPRESENTATIVE OR OWNER TO VERIFY)JMPORTED TOPSOIL WILL NOT BE ACCEPTED WITHOUT PRIOR APPROVAL BY OWNER. 15. INSPECT SILT FENCE IMMEDIATELY FOLLOWING EACH RUNOFF EVENT. ANY REQUIRED REPAIRS SHOULD BE MADE IMMEDIATELY. WHEN SEDIMENT DEPOSITS REACH APPROX. TWO -THIRD THE HEIGHT OF THE SILT FENCE, REMOVE SEDIMENT OR INSTALL A SECOND ROW OF SILT FENCE AT CONTRACTOR'S EXPENSE. 16. CONSTRUCT TEMPORARY ROCK CONSTRUCTION ENTRANCES AT ALL LOCATIONS WHERE VEHICLE ACCESS TO PUBLIC STREETS WILL BE PERMITTED. REMOVE AT COMPLETION OF PROJECT. 17. THE CONTRACTOR SHALL INSTALL PERMANENT SEEDING WITHIN THREE DAYS OF FINAL GRADING OPERATIONS. 18. THE INFORMATION PROVIDED IN THIS PLAN SET IS FOR BIDDING PURPOSES AND VERIFICATION OF CRITICAL LAYOUT DIMENSIONS. THE OWNER RESERVES THE RIGHT TO REVISE THE PROJECT LAYOUTTO AVOID UNFORESEEN CONSTRAINTS, SUCH AS MATURE TREES, SOIL CONDITIONS, ETC. CHANGES IN BID QUANTITIES WILL BE BASED ON A PER UNIT BASES FOR UNIT BID ITEMS ON THE BID FORM. 19. ALL SITE IMPROVEMENTS SHALL BE FIELD STAKED ACCORDING TO PLAN AND THE CONTRACTOR SHALL MEET WITH THE OWNER TO REVIEW STAKES AND MAKE ADJUSTMENTS NECESSARY PRIOR TO ANY WORK BEING DONE. MATERIALS LEGEND ® BRUMINOUS I� PERMEABLE BBIANNOUS SUREACE AI noon CONCRETE CS PERMEABLE CONOREIE SUREACE ® MODULAR BLOCK (MANUFACTURED) �BWG�__CO��RNER PERMEABLE PAVER -TYPE SUREACE ELE IN E.-. OR EXISTING INSRU SOILS DSAND OR GRANNAR MAIERUL 3 GRAVEL OR CRUSHED MATERIAL AID SD COBBLE OR RIPRAP OR BOULDERS AREVISION GROUT p METAL ® PLYWOOD LQ w F m STONE [QUARRIED AND CUT) F WOOD oo Hy, CLEAR AND GRUB ALL VEGELA1101 ® CLEARAND GRUBBRUSR ® PUCE EROSKN CONTROL BLANKET i PLACE SEED D PUCE SOD ANNOTATION SYMBOLS LEGEND Al ABBO SEOI -N CUT AI A000 DETANCUL AI noon EXTERIOR ELEVATON CS CONSTRUCTION KEY NOTE pS DEMOLBpN KEYNOTE �BWG�__CO��RNER VICRKORCOMROLPOINI ELE IN w� V(=1ev STIE SURVEY POINT 3 TRAVERSE POINT AID SD SOIL BORNI TEST PR AREVISION TAG WUH CLOUD Proj. No. TH 1401 Issue Date 5/14/2014 Designed By JCB Drawn By NCS Checked By JCB SHEET TITLE 'al Notes G001 Sheet 02 of 09 z¢ poro oLL �o 2n m rcg a L Tr — z m� w� O oz. 3 �io<wsn W O n Proj. No. TH 1401 Issue Date 5/14/2014 Designed By JCB Drawn By NCS Checked By JCB SHEET TITLE 'al Notes G001 Sheet 02 of 09 z¢ oLL (6 2n m a L Tr — z m� L O �' N E V W O n LL p f a �A� Q LQ w F m wK`B F U oo Hy, 00 z o w 4) a gz � D C N �r w6 W x C's C oa Proj. No. TH 1401 Issue Date 5/14/2014 Designed By JCB Drawn By NCS Checked By JCB SHEET TITLE 'al Notes G001 Sheet 02 of 09 z (6 L O — u L L O U � O 0 0 U1 ck� U N C c 4) � C N o25 W m C cr, N .1 c —1 U Proj. No. TH 1401 Issue Date 5/14/2014 Designed By JCB Drawn By NCS Checked By JCB SHEET TITLE 'al Notes G001 Sheet 02 of 09 P a 0 e. 3 a a U e N 114 COR SEC. 18, T. 119, R. 23 Hennepin Co. C.I.M. M 92.75' HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 ...... _ .......... 3a5.va' ... 181.25 8 123.75 8 50' concrete curb &gutter rmenf. « . • • .... • w .. • • • .. 66154. 1 227.59' • 1 44 � t � 1 M N N • PROPOSED : :?3s . "4.�`:•�4;i;..i� �'i r O `Q LLJ ^M Z~ o� QI� ~Q tgj WW ? Q ? J �a ig V) CQ i- t 8 Ci 123.75' CO 3 i' `Z V � 4 � E 3 212.25' (deed) 36.00' t aQ n W M S89046-24- W 22 LU ZZ Nt0 E M 92.75' HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 ...... _ .......... 3a5.va' ... 181.25 8 123.75 8 50' concrete curb &gutter rmenf. « . • • .... • w .. • • • .. 66154. 1 227.59' • 1 44 � t � N LINE OF I THE 95.66 33 DS . sr I 83 33 O M • I IEXISTING GARAGE Or r (Q N of . r7 . N M NORTH LINE OF NW 114 OF / NE 114, SEC. 18, T. 119, R. 23 j 2319.14 I /ountl j pipe. nPJ, V y d aE � °o p1 6 OI f QQ �i /wo d l'iron LPROPOSED SNOWMOBILE TRAIL NE CDR OF NE SEC. 18, T. 119, Hennepin Co. C N ao -�o a =mss iiH,, p2 -�f wa a Qzw $ a zLLO d 0 N �^ F w D '0 v f a Ql to w � Wo ~ rt zw w gz o z a�z X � o £ r and � c s 0 _ O Q L i U O .d V O fr V y C c N 0 V° C)_ N � 6 m C K N � c f0 0 J V Praj. No. TLI 1401 Issue Date 5/14/2014 Designed By JB Drawn By NS Checked By JB SHEET TITLE Site Layout C001 Sheet 03 of 09 N • PROPOSED : :?3s . "4.�`:•�4;i;..i� �'i \ P � 1 PROPOSED CXT Q ? ?s. t t 8 88.5 4 123.75' 4 � E 3 212.25' (deed) 36.00' t t 2 w S89046-24- W h v Nt0 E EXISTING SNOWMOBILE TRAIL. T TYP. o m m� • • t m � �2 N a6 N cO _ Oo _ N • p THE 95.66 33 DS . sr I 83 33 O M • I IEXISTING GARAGE Or r (Q N of . r7 . N M NORTH LINE OF NW 114 OF / NE 114, SEC. 18, T. 119, R. 23 j 2319.14 I /ountl j pipe. nPJ, V y d aE � °o p1 6 OI f QQ �i /wo d l'iron LPROPOSED SNOWMOBILE TRAIL NE CDR OF NE SEC. 18, T. 119, Hennepin Co. C N ao -�o a =mss iiH,, p2 -�f wa a Qzw $ a zLLO d 0 N �^ F w D '0 v f a Ql to w � Wo ~ rt zw w gz o z a�z X � o £ r and � c s 0 _ O Q L i U O .d V O fr V y C c N 0 V° C)_ N � 6 m C K N � c f0 0 J V Praj. No. TLI 1401 Issue Date 5/14/2014 Designed By JB Drawn By NS Checked By JB SHEET TITLE Site Layout C001 Sheet 03 of 09 Q m a a m a 0 °v 2 b O N w m z o CERTIFICATE OF SURVEY for— Three Rivers Park District pa == &3 :o ?F M �< Ou / • HENNEPINCOUNTYSTATEAID -- -xecoa ovNEfrd N Im CO6 SEM 14, -\ all NIGHWAYND. 10, PLATS -� i✓i x9°` x€°x d ( f E;.mr.C,AI.M. IN•rrepla C•. C.I.M. ny T. 110, R 93 \ _� lhnnxpin C•.CJ.M \\ r�; -" 389 °43'23°W C43- 3011 `1 \r _____ we. NWg,R.2 ____• \ NE 1p. SEC. 1B, T. 119, R. 24I` oN - _. L h ••� -~ 0275' ----- h -"-' few ------ _ 11 14315 \ +' -_ o- 1J19.f0 — iP' DESCRIPTION OF PROPERTY SURVEYED: That art of the Northwest 114 of the Northwest 114 of Seation 18, Township 119 North, Range 23 West ,I .r`',u�� I a'°' -- vUecv659wNr — iv yin= ' N19.41'YJ E B �. l �� s' 1 227.59• x— x9 -fE - --x✓ �_ -_- _ •� -xg.' w � Of the 5H Principal Man'dian, described as fallows: Beginning at the 114 Saloon Post between Saloon 7, Section 18 In Township 119, Range 23; thence South 114 Section line 23 rods; thence I i I D Q ^.�. �r \ - -SO. PrWlirre of / I 1I� \ r r I \` \r NNa. fO O � a and along East 7 rods 13 114 feat thence North 14 12 rods; thence West 2 rods and 3last thence North 812 I; 4�s \ I N raj Iz - •iW t \ I \\ I - fi %pr. I I `may` ,. g� 3 d S ` 0 4`'x �w .� f � 94 2 w e >= N rods; thence West 512 rods and 2 test fo /ace or nnl EXCEPTING mere/rom the South Brads P bE91 n9. I�^ rr r �' xIJ' x9" x,P' Q� a //[[d; I dog .r �^ 8 : £ 20 thereof, I wg �. 4 �Ix II �, \ A�SSS \'.d,`' a ul And ofatpart ofthe Northeast 114 of Section 19, Township 119, Range 23, tlescnbedas fPNOWS: - -__ I2t4i .: w ¢z tAmmendng 92,75 feet East ofthe Northwastaomaromortheed l74ofSect/oa 18, Township 119, Range 23, 6rence South B rods; thence East SILS Met thence North Brads,' thence West 08.5 feet W I;z I t 1y',^ xA`' xd '054 � c � � c G zz £ of beginning. Subject to mad. ' ��+ I it d jt'�' I � I Q : I, °•o ^fa^1 I z xa"' d xA' k _S � r place W pd' ' �1° z And ell Mat part ai Me Northeast l/4 of Section lB, Township 119. Rertge 23, tlescrtbetl as (lbws: �1 Ilxz ^„�/ I ,,.{ar^ I d I rr34 / I/ -' �' •9y I' r 1I" �� g -� f-1 Ko °o£ Commencing at point on the North Nne ofsald1 /4 Section distant 10 rods antl 161/4 feet East of the 9 poi rods; Northwest comer ofsaid 114 Swffw, thence South B rods; thence Seat 7 }2 thence North 8rotls �'`'� gar F s iIc A' LU Q y I % 4 xe=11 e° f 9r" ,off it d > d 5,� ,. I. k1 \ J °n n ro the North line i/4 Section; Mence West along said Nonri line 112 coda ro 1he poart of / _ 5' Z = 4S° �' r__ - - - "t ------ - .. r z Z ,' �. �_ -�- __ _ 212.89'(measJ. -�_ -- "v' °°° .�` beginning, to ct subjectroroad. ro LU w �, i e� r 1 2f223'(deedJ ^$ `- aAOO•� r ^ -,�* -p Hennepin Count, Minnesota aP Y x= x6 $n° 540'H31•W' 1 r ,. S89 °46.24 -W C xd 11"^4� 9' (Per Commitment for Title Insurance, Issued By Stewart Title Guaranty Company, daled Mi ch if, 3�s i o 2074 ") nr y �I - S` nB" II x^a+' I .Ile _ U o in i nn U Sk r a i ilr`. xd°' r \ x9' no AREAS: -I wn €sa sops \ \r \ ! "'� E Q) � I� 85:88• '°�t U >• TatalAma• 54.877 s,t. N- Road R/W.' 18, 162 s.f. +/- . - ____ 4 `.'*'!..:.' ,6 s �•_._•• ° 4�I 2 § .0 U Net: 36,715 s.f. rw.Ifd°9 o6 xs� ,6 16'3] I x¢f O,x I -- o Jp• Nt' a H �d I ® ti I � •C BENCHMARK I 18 $ I^ F 8I T Control Point No. i in County I I.gI6 southeast quadrant Road 19 & County Road 10. ,y4�'I Y 0 Elev. = 1011. 40 (NAVD88) I I I I J U LEGEND I I I I Proj. No. TLI 1401 \ I Issue Date 5/14/2014 b Hennepin County Cast Iron Monument I j `'• I Designed Thereby survey was prepared me or o Set 12' z 14' iron pipe -- f237s• -- y IN Drawn By NS directhatthis am duly licensed Supervision duly under monal NB9.13'zTE Checked By JB and rM La Professional Land Surveyor under the lava of the State • Found Iron Monument SHEET TITLE of Minnesota. x Spot Elevation 22703 04/01/14 9 Evergreen Tree DENOTES BITUMINOUS PATH REVISED: O4NB/14•ADDED CONTOURS MI E R LAND SURVEYING, LLC EX CDNDITIONS LAND SURVEY Steven V. Ischa License N0 Date Deciduous Tree REVISED: 0,01514 -ADDED TOPOGRAPHY o Control Point 952J4330f0 - V101 Sheet 04 of 09 6 m 0 0 a 0 INSTALL INLET PROTECTION PER DETAIL ERO -17 i REMOVE 46 LF B624 co umr WOAD 0 o CONCRETE CURB AND GUTTER r�,w.�- �R,m --., vow- �; a. �+ �mo- �; on+ ��mw. i—+ n��—•,u w�- � ;a�.�- �,m.��aw�.n��,m.��,u+.�� / I N`T \� 0 / / ` ` mw-- �; a..t—• m���mrv�ry mwr�nu��, a���mm—•, w��- �Fw +-- .nua- �mn�•nki— .,aw- �..r'm —. n 'I'L — ROW -BRF,_Q.i-- OWmmr- WiOW?dW"_ -. W— �:iq.- A_t�� -c mwr- �rac—• n. ��m ..�.,w�..,�- +;mu— ;ror- �,aOW '�� --• CONSTRUCTION LIMITS. TYP. '___'' r 1 \ \\ I \ REMOVE AND GRUB TREE, TYP. _ \ _ _ _ _ - - - - v ROCK CONSTRUCTION ENTRANCE� " ,I SEE.DETAti1L E2G�'1 _ -{'_ r I� l i > .s n _ l / 316 LF SILT FENCE SEE DETAIL ERO -8 i SALVAGE AND STOCKPILE 6" TOPSOIL AT LOCATION SHOWN ON PLAN ., 187 CY TOTAL / f / I I 1 I I 1 % STOCKPILE TOPSOIL AT THIS LOCATION IN FORM OF A BERM. I BERM SHALL BE ROUGHLY 2 -3 IN HEIGHT. CONTRACTOR SHALL UTILIZE TOPSOIL IN DISTURBED AREAS, ON SITE FOR FILL IN NON -PAVED AREAS, AND LEAVE REMAINING. PROVIDE SWALE BETWEEN BERM AND PARKING LOT DISCHARGING TO THE SOUTH. I / I 1 I � I N v .o No rc3 wo n N o� m� z '^ W ai ° Q w £ o' I' z o u, z w� 0 oo£ °nn '0 E _ o ro L L 0 U 0 0 U N N 0 U Cl N � '6 m C � (� LJ Y C J U Proj. No. TLi 1401 Issue Date 5114/2014 Designed By IB Drawn By NS Checked By JB SHEET TITLE Removals Erosion Control 0201 Sheet 05 of 09 t, I I II % STOCKPILE TOPSOIL AT THIS LOCATION IN FORM OF A BERM. I BERM SHALL BE ROUGHLY 2 -3 IN HEIGHT. CONTRACTOR SHALL UTILIZE TOPSOIL IN DISTURBED AREAS, ON SITE FOR FILL IN NON -PAVED AREAS, AND LEAVE REMAINING. PROVIDE SWALE BETWEEN BERM AND PARKING LOT DISCHARGING TO THE SOUTH. I / I 1 I � I N v .o No rc3 wo n N o� m� z '^ W ai ° Q w £ o' I' z o u, z w� 0 oo£ °nn '0 E _ o ro L L 0 U 0 0 U N N 0 U Cl N � '6 m C � (� LJ Y C J U Proj. No. TLi 1401 Issue Date 5114/2014 Designed By IB Drawn By NS Checked By JB SHEET TITLE Removals Erosion Control 0201 Sheet 05 of 09 e N lam r ao u q I �✓w Fe 0 MAINTAIN 10' VERTICAL CLEAR ZONE ABOVE TRAIL. TRIM TREE BRANCHES ACCORDINGLY. O 8' —U„ ©I 6" TOPSOIL, TYP. NOTES: 13 2' WIDTH AT MAX. 2% SLOPE ON SHOULDER. U 3:1 MAXIMUM SLOPE (H:V) OUTSIDE OF 2' SHOULDER. O PREFERRED 3' CLEARANCE, 2' MIN. FROM TREES OR OTHER OBSTRUCTION. © SEE PLAN SHEETS FOR TRAIL STRIPING. © MAX. CROSS SLOPE 2 %. SEE CROSS SECTIONS FOR SLOPE DIRECTION. O MIN. 3' CLEARANCE BETWEEN EDGE OF TRAIL AND EDGE OF SIGN. SEE PLAN SHEETS AND SPECIFICATIONS FOR SEEDING AND RESTORATION NOTES. 3" TYPE SPWEA240B BITUMINOUS PAVEMENT 6" CL. 5 AGGREGATE BASE 12" SCARIFY, DRY, AND RECOMPACT SUBGRADE MATERIAL AS DIRECTED BY OWNER. NOTES: 1. BITUMINOUS SHALL BE PLACED IN ONE LIFT. 2. CLASS 5 AGGREGATE BASE SHALL CONFORM TO MnDOT SPEC 3138. 3. SUBGRADE SHALL BE TEST ROLLED PRIOR TO AGGREGATE BASE INSTALLATION AND CONFORM TO MnDOT SPEC 2111. TYPICAL TRAIL SECTION 8' OFF -ROAD NTS CL5 AGGREGATE BASE, 12" COMPACTED THICKNESS, MIN. MnDOT MIX 25 -141 LB /AC,TYR. RESTORE SHOULDER AREA WITH TOPSOIL, CONFORM TO MnDOT SPEC 3877. 6" THICKNESS, MIN. (MINIMIZE COMPACTION). )"SCARIFY, DRY, AND ECOMPACT SUBGRADE IATERIAL AS DIRECTED YOWNER. TYPICAL AGGREGATE PARKING SECTION EXTEND BASE 12 ", MIN. TYPE SPWEB240B WEAR COURSE, 2" COMPACTED THICKNESS, MIN. TYPE SPNWB230B BASE COURSE, 2" COMPACTED THICKNESS, MIN. CL5 AGGREGATE BASE, 6" COMPACTED THICKNESS, MIN. NTS SEED MnDOT MIX 25 -141 @ 60 LB /AC, TYP. RESTORE SHOULDER AREA WITH TOPSOIL, CONFORM TO MnDOT SPEC 3877. 6" THICKNESS, MIN. (MINIMIZE COMPACTION). COMPACT EXISTING TYPICAL RURAL BITUMINOUS ROAD SECTION NTS z4aa rozp3 iFZOpiW - a =3aaw,� Proj. No. TLI 1401 Issue Date 5/14/2014 Designed By JB Drawn By NS Checked By 1B SHEET TITLE al Sections C301 Sheet 06 of 09 z z< E td °LL N o� 0 — o mNz L m ^° � o H 0 o a m 0 U1 x o� ei a a z o in N o z U c ME N ay w6 x� 0 � m o£ oa Proj. No. TLI 1401 Issue Date 5/14/2014 Designed By JB Drawn By NS Checked By 1B SHEET TITLE al Sections C301 Sheet 06 of 09 z � E td N t 0 — o L o U � o H m 0 U1 � U Y C c N 'o U c N ay CL � m LJ J U Proj. No. TLI 1401 Issue Date 5/14/2014 Designed By JB Drawn By NS Checked By 1B SHEET TITLE al Sections C301 Sheet 06 of 09 N a 0 a 3 a U a v R r ^8 F JEW 1010 -' o� - W w my R _ a> CENTERL NE EUN _. ELE'J',I 09455 _ \ 1 \ 1000 -20 -10 0 10 20 1 101s -' o� - 'i R _ a> ao LLW ow ow _ \ 1 \ twos 1010 CENTER NE ELE` /. 1010 1010 CENERL NEELEJ ELL I Ia.9B2 tmo M. ELEV:I o' 100! -20 -10 0 n+51 10 20 1ms -' o� - ri LLW _ a> ow ow LEV a EIEV 9iF1 CENTERL NE ELEV. twos 4mn CENTER NE ELE` /. 1010 -20 -10 �.... 0 10 20 nn1 tms -' o� - ri LLW _ a> ow ow LEV a EIEV 9iF1 CENTERL NE ELEV. twos 4mn ELEV: 1 11.903 1010 -20 -10 0 10 20 e n� 1010 -' o� - 1mv 2 a> CE NE ELEV. LEV a EIEV 9iF1 6 I \ twos -20 -10 0 10 20 F17-25 1016 2 aW Q� Ow 6 I \ 6 \ 1010 1010 CENVEEL 6. . CENTERL NE ELEV. tmo ELEV:I o' 1006 -20 -10 0 10 20 0771 tms 2 aW LLw f 6 \ CENVEEL 6. . ELL 11 +6] tmo -20 -10 SELEVx'810.9a0 10 20 nn Io15 2 aW LLW 6 \ CENVEEL NE ELL. ELL 11 +6] 10140 -20 -10 0 10 20 o� U1 w � rc o a §aaw ho _ zog - ¢9i -�Z w� Sao EL za oLL xm 0101 o� P N b 0 N � °a Z r� W m £ OF S 6 w a gz o n Z ZH X� O o£ z -0 E fa N � `o U o U o 0 N � C c N 0 U C v '0 N F-I v y ra o —1 U Proj. No. TLI 1401 Issue Date 5/14/2014 Designed By 1B Drawn By NS f��l C701 Sheet 08 of 09 12 I. i,IT DroC 10' —n^ E FRONT ELEVATION NCHOR NAIL 1/4 x 3/4 REDRILL 1/4" LYP 12 PLCS) 3N (SI -2) YMBDL AS REQUIRED) REAR ELEVATION 5" RIGHT SIDE ELEVATION LEFT SIDE ELEVATION BUILDING -TO -VAULT CONNECTION: BUTYL TAPE ADHESIVE SEALANT - SEE ATTACHED CUT SHEET. VAULT 2 (SEE DWG 4V2 -1) nFM 31 Ca. I C.C. I so. Fr. W.W.F. I APPROMMATE WEIGHT ar"i Precast Products "aJ'or IDLE GUNNISON RIGHT HAND CXT STANDARD BUILDING NOi10E The information contained herein is proprietary and the exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose intended. Reproduction or distribution of this 'information is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty, express or implied, including a warranty of merchantability or of fitness for a particular purpose. CXT Incorporated BUILDING ELEVATIONS G -02 12' -3' 4" 1T RISER D VINE ' CXT L D. TAG CENTER ON INTERIOR DOOR BLIND RIVET 1 /8x1 /4 (QTY OAT HOOK WAY OVAL 8x1 1/4 ANCHOR LEAD 6 -8x1 PREDRILL 1/4" DOOR STOP PREDRILL 1/4" SIGN ANCHOR FRAME 2) I 3068 DOOR SEE MI FOR SPECIFICATION I SI -2 (SYMBOL AS REQ) NAIL 1/4x3/4 (QTY 6) ' PREDRILL 1/4'� C A �� I I SPRING HINGE 4,5x4.5 (TYP 3 PLCS) GRAB BAR I ANCHOR LEAD 6 -8x1 2 TASSEMB 2 TOILET PAPER ROLL 2i3 3068 DOOR Y COAT HOOK 1 SPRING HINGE 4.5x4.5 3 DOOR STOP I SI -1 1 SI -2 I CXT I.D. TAG I ANCHOR NAIL 1/421 6 ANCHOR NAIL 1/423/4 10 ANCHOR NAIL 3/16x7/8 9 cu. Pr. coxc. so. PT. W.W.F. APPROMA7 wnaeT 4' 402 s 35 -- SECTION A - A SECTION C - C TP DISPENSER (SE MI FOR SPECIFICATION) ANCHOR NAIL 1/4x1 (QTY 6) PREDRILL 1/4" ISER SECTION B - B SECTION D - D (SI -1) iDR NAIL 1/4x3/4 (QTY 4) )RILL 1/4' GRAB BAR ANCHOR NAIL 3/16x7/8 (QTY PREDRILL HOLE 3/16' DIA Precast Products PROJECT THE GUNN ISO N RIGHT HAND CXT STANDARD BUILDING NOTICE The information contained herein is proprietary and the exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose intended. Reproduction or distribution of this information is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty, express or implied, including o warranty of merchantability or of fitness for a particular purpose. CXT Incorporated INTERIOR ELEVATIONS G -03 REV. 15' -1 3/4" 14' -7 1/2" 2 12' -3 1/2" OPTIONAL URINAL 7' -3 112" 5' MOUNT RIM 17" OFF FINISHED FLOOR (SEE MD 4' 4 "� 4" 1' 4 W 1 1' -2" \ I � / I r 1 I ' > 0 XXXXXXXXX 60" DIA TURNING CIR LE m ¢ XXXXXXXXX 6' -6" 5' -10" XXXXXXXXX XXXXXXXXX XXXXXXXXX xxxXXXX / xx o xf� XXXXXXX XIK xXXXXXX i x XXXXXXX 3' -6" XXXXXXXXX XXXXXXXXX t 4 - -5" Precast Products XXXXXXXXX XX 1 XXXXXXXXX g XXX %XXXXX PROJECT IRE xXXXXxxxx N , -- _ _ �' M GUNNISON RIGHT HAND 3 3 3 CXT STANDARD BUILDING W 2 No110E 4w F 1 The information contained herein is proprietary and the N exclusive property of CXT Incorporated. The information 1' may only be used by the original recipient for the purpose intended. Reproduction or distribution of this information — — — — — — — — — — — — — — — — — — — — — is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty, express or implied, 1 OPTIONAL WASTE PAPER BASKET including a warranty of merchantability or of fitness for a particular purpose. 2'-4' MOUNT BTM 12" OFF FINISHED FLOOR CXT tocorpamced (SEE MI) 4' -6 1/2" 5' -8" 771 FLOOR PLAN G -04 a 0 n N ti io d a x O 011 IV- o� LS I m =" coum��I G30O aD 0 HAZEL QT 3 GALLON ' 1. P- 1010.96 1 I I I 1 1 � 1 + 1 FURNISH AND INSTALL CONCRETE INSTALL 2444" STEEL VALLEY GUTTER PER STR -2, C801 'TRIED TRAILHEAD REPLACE FRAME PARKING LOT' SIGN . SIGN PANEL PROVIDED BACK OF CURB BY OWNER AND GRATE WITH NEENAH R- 3360 -A_� _ _- 1. P- 1010.96 1 I I I 1 1 � 1 + 1 NA CAUTION -. 5 TOTAL BURIED TIBER - OPTIC_, RgW 0 - .1 —. War —i. OW ROW \ J 101 -- ---- ---- - - -- - \\ _�� _ ROP SED 10' WIDE SNOWMOBILE TRAIL 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1010.60 1010.14 t 1111 1. P- 1010.96 1 I I I 1 1 � 1 + 1 \ LL Y - -- ---- -- - - ---- - - _ 7 0..g, 009.6} - - -- CNST LIMITS) ---_1 1009.6 -- - - - - - - - - - - - - - PROPOSED MINOR CONTOUR,TYP. / 10994 L PROPOSED MAJOR CONTOU ,, TYP. /' r I / 1 - q / 1009.54 >� OI N C) PVISTA:0a30.11 PVIELEV:1011.94 PVISTA:0F94.85 PVIAA: M2.05 K'1723 PVI ELEV: 101050 I ELEV: 1010.30 AD: 2.34% K:19.18 K: 3074 VC: .60309 AD: 1.49% AD: -0.84% ^' HIGN P1.3iA:0a1191 �^.� $ Q a HIGH PT ELEV: 1011.92 } o a m VC: 28.529 VC 25.867 11117 ml �'= �U GRADE BREAK STA = 000000 ELEV= ID11.905 GRADE BRE 006.685 1008 ELEV LEV= 1009.680 7� w DWO LUDO ��.. +1D�TD�9�fiz F� I ft7AM \ 12 %l8— HAZEL 5TOTAL 3 GALLON CONCRETE PAVEMENT. SEE DETAIL TR -5, INSET'A' CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ALL DISTURBED AREAS. AT A MINIMUM, THE CONTRACTOR SHALL: 1.1. RESPREAD SALVAGED TOPSOIL. TOPSOIL SHALL BE DEBRIS FREE AND PULVERIZED TO A DEPTH OF 6 ". 1.2. RESTORE DISTURBED VEGETATED AREA WITH: • 'TRPD SEED MIX" @175 LBS /AC (SEE SPECS) • MLIDOT TYPE 2 (22 -0 -10) FERTILIZER @ 350 LBS /AC • CATEGORY 3 EROSION CONTROL BLANKET, ALL NATURAL STITCHING ONLY. RESTORATION SHALL BE PAID BY UNIT PRICES, WHICH SHALL INCLUDE ALL LABOR, EQUIPMENT, AND MATERIALS USED. 1 1 1 NANNYBERRY - 7 TOTAL 33 GALLON FF ozp3 \ p .F THpap w X z¢ 0. ED S^ mLO f►� i 4 N 2 it n n F w V a n N� w ^'1 0 e a KK zo a a w l�l ° UL D, w z � EE Z_ wED XO 0 °of °na ULILnr NOte THE SUBSURFACE UT ILY INFORMATION IN THE PLAN 6 UDLM LEVEL OUAOIY "D". UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 38U2 ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPIQbN OF EXISTING SUBSURFACE UTILRY DATA,' THE LOCATION AND TYPE OF PRIVATE UTILITIES SHOWN ON THE DRAWINGS ARE FOR GENERAL INFOLMATION ONLYI THREE RIVERS PARK DISTRICT DOES NOT WARRANT THIS '0"LTOBEAOCURATEOR "FE ARNING INFORMATION THEO BE ACCURATE IN COOPERATION WOH THEAPPROPRIATE 7pACipgsHrvLCRLLGGEHEP `VATEUTILRY COMPANY IS ATEgyE CUi BFFdiEdGGIHG. RESPONSIBLE TO VERIFYTHELOCA110N BC1.600.252.116fi AND DEPTH OF ALL UNDERGROUND UTILITIES. GUIREIJ BY lAW N 7%-!!MIIIIIIII_ -a x N c O ED LL O r U O To C U u ^C C W � U C 06 a Q 6 FD O H � Y J U F�ck . TLI 1401 ate 5/14/2014 d By ]B y NS ey JB SHEET TITLE Construction Plan C601 Sheet 07 of 09 21/2 "WHITE dAK ' 0..g, 009.6} - - -- CNST LIMITS) ---_1 1009.6 -- - - - - - - - - - - - - - PROPOSED MINOR CONTOUR,TYP. / 10994 L PROPOSED MAJOR CONTOU ,, TYP. /' r I / 1 - q / 1009.54 >� OI N C) PVISTA:0a30.11 PVIELEV:1011.94 PVISTA:0F94.85 PVIAA: M2.05 K'1723 PVI ELEV: 101050 I ELEV: 1010.30 AD: 2.34% K:19.18 K: 3074 VC: .60309 AD: 1.49% AD: -0.84% ^' HIGN P1.3iA:0a1191 �^.� $ Q a HIGH PT ELEV: 1011.92 } o a m VC: 28.529 VC 25.867 11117 ml �'= �U GRADE BREAK STA = 000000 ELEV= ID11.905 GRADE BRE 006.685 1008 ELEV LEV= 1009.680 7� w DWO LUDO ��.. +1D�TD�9�fiz F� I ft7AM \ 12 %l8— HAZEL 5TOTAL 3 GALLON CONCRETE PAVEMENT. SEE DETAIL TR -5, INSET'A' CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ALL DISTURBED AREAS. AT A MINIMUM, THE CONTRACTOR SHALL: 1.1. RESPREAD SALVAGED TOPSOIL. TOPSOIL SHALL BE DEBRIS FREE AND PULVERIZED TO A DEPTH OF 6 ". 1.2. RESTORE DISTURBED VEGETATED AREA WITH: • 'TRPD SEED MIX" @175 LBS /AC (SEE SPECS) • MLIDOT TYPE 2 (22 -0 -10) FERTILIZER @ 350 LBS /AC • CATEGORY 3 EROSION CONTROL BLANKET, ALL NATURAL STITCHING ONLY. RESTORATION SHALL BE PAID BY UNIT PRICES, WHICH SHALL INCLUDE ALL LABOR, EQUIPMENT, AND MATERIALS USED. 1 1 1 NANNYBERRY - 7 TOTAL 33 GALLON FF ozp3 \ p .F THpap w X z¢ 0. ED S^ mLO f►� i 4 N 2 it n n F w V a n N� w ^'1 0 e a KK zo a a w l�l ° UL D, w z � EE Z_ wED XO 0 °of °na ULILnr NOte THE SUBSURFACE UT ILY INFORMATION IN THE PLAN 6 UDLM LEVEL OUAOIY "D". UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 38U2 ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPIQbN OF EXISTING SUBSURFACE UTILRY DATA,' THE LOCATION AND TYPE OF PRIVATE UTILITIES SHOWN ON THE DRAWINGS ARE FOR GENERAL INFOLMATION ONLYI THREE RIVERS PARK DISTRICT DOES NOT WARRANT THIS '0"LTOBEAOCURATEOR "FE ARNING INFORMATION THEO BE ACCURATE IN COOPERATION WOH THEAPPROPRIATE 7pACipgsHrvLCRLLGGEHEP `VATEUTILRY COMPANY IS ATEgyE CUi BFFdiEdGGIHG. RESPONSIBLE TO VERIFYTHELOCA110N BC1.600.252.116fi AND DEPTH OF ALL UNDERGROUND UTILITIES. GUIREIJ BY lAW N 7%-!!MIIIIIIII_ -a x N c O ED LL O r U O To C U u ^C C W � U C 06 a Q 6 FD O H � Y J U F�ck . TLI 1401 ate 5/14/2014 d By ]B y NS ey JB SHEET TITLE Construction Plan C601 Sheet 07 of 09 7� w DWO LUDO ��.. +1D�TD�9�fiz F� I ft7AM \ 12 %l8— HAZEL 5TOTAL 3 GALLON CONCRETE PAVEMENT. SEE DETAIL TR -5, INSET'A' CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ALL DISTURBED AREAS. AT A MINIMUM, THE CONTRACTOR SHALL: 1.1. RESPREAD SALVAGED TOPSOIL. TOPSOIL SHALL BE DEBRIS FREE AND PULVERIZED TO A DEPTH OF 6 ". 1.2. RESTORE DISTURBED VEGETATED AREA WITH: • 'TRPD SEED MIX" @175 LBS /AC (SEE SPECS) • MLIDOT TYPE 2 (22 -0 -10) FERTILIZER @ 350 LBS /AC • CATEGORY 3 EROSION CONTROL BLANKET, ALL NATURAL STITCHING ONLY. RESTORATION SHALL BE PAID BY UNIT PRICES, WHICH SHALL INCLUDE ALL LABOR, EQUIPMENT, AND MATERIALS USED. 1 1 1 NANNYBERRY - 7 TOTAL 33 GALLON FF ozp3 \ p .F THpap w X z¢ 0. ED S^ mLO f►� i 4 N 2 it n n F w V a n N� w ^'1 0 e a KK zo a a w l�l ° UL D, w z � EE Z_ wED XO 0 °of °na ULILnr NOte THE SUBSURFACE UT ILY INFORMATION IN THE PLAN 6 UDLM LEVEL OUAOIY "D". UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 38U2 ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPIQbN OF EXISTING SUBSURFACE UTILRY DATA,' THE LOCATION AND TYPE OF PRIVATE UTILITIES SHOWN ON THE DRAWINGS ARE FOR GENERAL INFOLMATION ONLYI THREE RIVERS PARK DISTRICT DOES NOT WARRANT THIS '0"LTOBEAOCURATEOR "FE ARNING INFORMATION THEO BE ACCURATE IN COOPERATION WOH THEAPPROPRIATE 7pACipgsHrvLCRLLGGEHEP `VATEUTILRY COMPANY IS ATEgyE CUi BFFdiEdGGIHG. RESPONSIBLE TO VERIFYTHELOCA110N BC1.600.252.116fi AND DEPTH OF ALL UNDERGROUND UTILITIES. GUIREIJ BY lAW N 7%-!!MIIIIIIII_ -a x N c O ED LL O r U O To C U u ^C C W � U C 06 a Q 6 FD O H � Y J U F�ck . TLI 1401 ate 5/14/2014 d By ]B y NS ey JB SHEET TITLE Construction Plan C601 Sheet 07 of 09 DWO LUDO ��.. +1D�TD�9�fiz F� I ft7AM \ 12 %l8— HAZEL 5TOTAL 3 GALLON CONCRETE PAVEMENT. SEE DETAIL TR -5, INSET'A' CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ALL DISTURBED AREAS. AT A MINIMUM, THE CONTRACTOR SHALL: 1.1. RESPREAD SALVAGED TOPSOIL. TOPSOIL SHALL BE DEBRIS FREE AND PULVERIZED TO A DEPTH OF 6 ". 1.2. RESTORE DISTURBED VEGETATED AREA WITH: • 'TRPD SEED MIX" @175 LBS /AC (SEE SPECS) • MLIDOT TYPE 2 (22 -0 -10) FERTILIZER @ 350 LBS /AC • CATEGORY 3 EROSION CONTROL BLANKET, ALL NATURAL STITCHING ONLY. RESTORATION SHALL BE PAID BY UNIT PRICES, WHICH SHALL INCLUDE ALL LABOR, EQUIPMENT, AND MATERIALS USED. 1 1 1 NANNYBERRY - 7 TOTAL 33 GALLON FF ozp3 \ p .F THpap w X z¢ 0. ED S^ mLO f►� i 4 N 2 it n n F w V a n N� w ^'1 0 e a KK zo a a w l�l ° UL D, w z � EE Z_ wED XO 0 °of °na ULILnr NOte THE SUBSURFACE UT ILY INFORMATION IN THE PLAN 6 UDLM LEVEL OUAOIY "D". UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI /ASCE 38U2 ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPIQbN OF EXISTING SUBSURFACE UTILRY DATA,' THE LOCATION AND TYPE OF PRIVATE UTILITIES SHOWN ON THE DRAWINGS ARE FOR GENERAL INFOLMATION ONLYI THREE RIVERS PARK DISTRICT DOES NOT WARRANT THIS '0"LTOBEAOCURATEOR "FE ARNING INFORMATION THEO BE ACCURATE IN COOPERATION WOH THEAPPROPRIATE 7pACipgsHrvLCRLLGGEHEP `VATEUTILRY COMPANY IS ATEgyE CUi BFFdiEdGGIHG. RESPONSIBLE TO VERIFYTHELOCA110N BC1.600.252.116fi AND DEPTH OF ALL UNDERGROUND UTILITIES. GUIREIJ BY lAW N 7%-!!MIIIIIIII_ -a x N c O ED LL O r U O To C U u ^C C W � U C 06 a Q 6 FD O H � Y J U F�ck . TLI 1401 ate 5/14/2014 d By ]B y NS ey JB SHEET TITLE Construction Plan C601 Sheet 07 of 09 BE D. 0 PIT YN O ED US MIN. O 1. COMIFNANCL DRIVEWAY CROSSINGS OR e MAIMEATED TO RECEIVE 2. MACH( MACHINERY N PORVE VEHICLES Ni USE BY LIGHT MACHIPATEDT RECEDE VEHICLES. i HEAVY MACIORECEDEORHEE UEFA IISEK HEAVY MACHINERY ANDIOR HF�', ( � FLICKS. L R CONCRETE PAVEMENT (REBAR REOUIREDI 12 " CRUSHED CLASS5 REBAR OR WELDED MIRE MESH NOTES' (SEE NOTE 5). 1. AGGREGATE BASE SHALL CONFORM TO Mn00T SPEC 2211, 2, CONCRETE SHALL CONFORM TO MUDDY SPECS 2521 AND 2531, 3. CONCRETE SHALL BE FIRER- REINFORCED WHERE SPECIFIED OR INDICATED ON THE PLANS, ADD ESPERSIBLE, ALKALMESISTANT FIBERS AT A RATE Of 10 LB/ CY TO CONCRETE MIX OR PER FIBER SUPPLIERS RECOMMENDATIONS. AT LOCATIONS WHERE PEDESTRIAN TRAFFIC 15 EXPECTED, OPEN SLAB SURFACES SHALL BE STRUCK OFF W/ VIBRATING SCREED OR EQUAL, SUCH THAT FIBERS ARE NOT EXPOSED TO THE SURFACE, 4. ANY LOCATION ANTICIPATED TO RECEIVE MODERATE USE BY HEAVY MACHINERY AND /OR HEAVY T EHICLES IS r0 BE DESIGNED SEPARATELY AND SHOWN ON THE PLANS. 5. REBAR OR WELDED WIRE MESH IS TO BE PLACED 4- ABOVE BOTTOM OF CONCRETE AND IT FROM EDGE Of CONCRETE. (SEE PUNS; FOR REFUND OR WELDED WIRE MESH INFORMATION. e. SEE PLANS FOR ACTUAL LOCATIONS AND DIMENSIONS OF CONCRETE PAVEMENTS. Tres CONCRETE PAVEMENT (TRAIL PURPOSES ��I� �/ NIS W'PLACE ELEVATION VIEW PENINGS FOR OVERFLOW HER ASSEMBLY RD 23 IGX FLOW FILTER FABRIC (ARMOUR COVER ASSEMBLY MNXOLE STRUCTURE FACE POST NOICHES A'A AT FROIA FABRIC SUPPORT POST WITH IN -SBU SOIL, COMPACT ALL DISTURBED OR LOOSE SOIL TO PROVIDE STABILITY, STEEL FENCE POST. 5' MIN. POST LENGTH, 6'MA %.SPACING BETWEEN POSTS, 30-HIGH MIN. MS. NI WOVEN GEOTEXTILE FABRIC AS PER MnfgT SPAE 381 FABRIC ANCHORAGE TRENCH, MCKRUNKENCHWITH GMPED NATURAL SOIL. F F' rv6 NOTES: 1. CONFORM TO MUDOT SPEC$ 2573 AND BEEF. 2. ATTACH FABRIC TO POSTS WITH PLASTIC ZIP TIES IW POUND TENSILE STRENGTH, MINI. PROVIDE A MIN. 131 TIES WITHIN THE TOP ED OF FABRIC. 3. OVERLAP GEOTEXTILE FABRIC bS MIN. AND FASTEN AT 2' WTfRSON, MAX. ERO-1 MACHINE SLICED SILT FENCE ---6.r .. %� TUTS NOT 1. CONFORM TO MFDOT SPEC 2564. 2. P05T MARSHAL: 21. fIBERGUSS FILAMENT REINFORCED RECYCLED PCNIC LUMBER POSTS. 2R. MST LENGTH SHALL BE I S.TYP.OR LONGER, AS REQUIRED TO MAINTAIN STANDARD SIGN MOUNTING HEIGHT. 2.3. NO SPLICES ALLOWED. 2.4. APPROVED PRODUCT: FIBERFORCE 0 PLASTIC LUMBER, AS MANUFACTURED BY BEDFORDTECHNOLOGYO LUC OR APPROVED EQUAL AND MEETING THE FOLLOWING SPECIFICATIONS: 2.4.1. DIMENSIONAL 4X4(ACTUAL DIMENSIONS 35'%35). 2.42. COLOR BROWN, 3. SIGN PANEL MATERIAL 3.1, CONFORMTO MnDOI SPEC 2564 AND 3352. 3.2, REFLECTIVE SHEETING SHALL MEET MUDOT SPEC 3352RA2 SIGN SHEETING TYPE HE 4. SIGN MOUNTING HARDWARE: 4.1, CARRARGE BOLTS SHALL BE XeSQE A IN LENGTH A304 STAINLEASTEEL IN ACCORDANCE WITH MnDOT SPEC 3391.2E. 4 .2. LAG SCREWS SHALL BE X( IN SIZE, Y IN LENGTH A304 STAINLESS PEEL IN ACCORDANCE WRH MnDOF SPEC 35913E, 4J. PROVIDE NYLON WASHER BETWEEN BOLT HUD AND SIGN PANEL. 4.4. FASTEN BOLTS WITH NYLON INSERT LOCK NUTS OF THE SAME GRADE AND MATERIAL AS THE TONS. 5. AUGER POST HOLES AND SET POSTS SUCH THAT SIGN FACE 6 PERPENDICULAR TO ROADWAY OR PARALLEL PARKING LOT. 6 SUBMR SHOP DRAWINGS AND SIGN LAYOUTS FOR ALL TRAFFIC SIGNS AND DEVICES FOR APPROVAL BY THE ENGINEER PRIOR TO FABRICATION. 2. FIELD VERIFY ALL LOCATIONS WITH THE ENGINEER PRIOR TO PLACEMENT. CONCEAL TOP OF POST 0.5' 1G 1.0 ". GYP. PRIMARY SIGN PANEL, TYF. 6 "MIN. EXISTING TURF D O =I USE£ T —. WALK PICNIC SLAB. PARK BENCH PAN OR CCESS ICOMMON OPEN SPATE. CONCRETE LOCATION N ANTICIPATED 2, LOCAFpNLGHTMACHIE BEIMPIPAVEMENT ISO REBAR( IN IMF R BY LIGHT MACHINERY AND/OR Pon VEHICLES. LgXI VEHICLES. 6 "CRUSHED CLASS S 6 "MIN. EXISTING TURF De THE PRIMARY SIGN x R. USES: PANEL. INS, I, PRIVATE DRIVEWAY CROSSINGS. PEDESTRIAN CURB RAMPS AND ERIN KING FOUNTAIN SLAB. BE `? 2 MODERATE USE BYLKINI MARTXINERYAND /OR COVER ASSEMBLY INSTALL SIGN POST WHT VEHCILES. 6' CONCRETE PAVEMENT (NoREHARI /I ) B "CRUSHED CLASS5 � WITH B6MINEMBEDMENT DEPTH,IYP. r— EXISTING TURF US MIN. O 1. COMIFNANCL DRIVEWAY CROSSINGS OR e MAIMEATED TO RECEIVE 2. MACH( MACHINERY N PORVE VEHICLES Ni USE BY LIGHT MACHIPATEDT RECEDE VEHICLES. i HEAVY MACIORECEDEORHEE UEFA IISEK HEAVY MACHINERY ANDIOR HF�', ( � FLICKS. L R CONCRETE PAVEMENT (REBAR REOUIREDI 12 " CRUSHED CLASS5 REBAR OR WELDED MIRE MESH NOTES' (SEE NOTE 5). 1. AGGREGATE BASE SHALL CONFORM TO Mn00T SPEC 2211, 2, CONCRETE SHALL CONFORM TO MUDDY SPECS 2521 AND 2531, 3. CONCRETE SHALL BE FIRER- REINFORCED WHERE SPECIFIED OR INDICATED ON THE PLANS, ADD ESPERSIBLE, ALKALMESISTANT FIBERS AT A RATE Of 10 LB/ CY TO CONCRETE MIX OR PER FIBER SUPPLIERS RECOMMENDATIONS. AT LOCATIONS WHERE PEDESTRIAN TRAFFIC 15 EXPECTED, OPEN SLAB SURFACES SHALL BE STRUCK OFF W/ VIBRATING SCREED OR EQUAL, SUCH THAT FIBERS ARE NOT EXPOSED TO THE SURFACE, 4. ANY LOCATION ANTICIPATED TO RECEIVE MODERATE USE BY HEAVY MACHINERY AND /OR HEAVY T EHICLES IS r0 BE DESIGNED SEPARATELY AND SHOWN ON THE PLANS. 5. REBAR OR WELDED WIRE MESH IS TO BE PLACED 4- ABOVE BOTTOM OF CONCRETE AND IT FROM EDGE Of CONCRETE. (SEE PUNS; FOR REFUND OR WELDED WIRE MESH INFORMATION. e. SEE PLANS FOR ACTUAL LOCATIONS AND DIMENSIONS OF CONCRETE PAVEMENTS. Tres CONCRETE PAVEMENT (TRAIL PURPOSES ��I� �/ NIS W'PLACE ELEVATION VIEW PENINGS FOR OVERFLOW HER ASSEMBLY RD 23 IGX FLOW FILTER FABRIC (ARMOUR COVER ASSEMBLY MNXOLE STRUCTURE FACE POST NOICHES A'A AT FROIA FABRIC SUPPORT POST WITH IN -SBU SOIL, COMPACT ALL DISTURBED OR LOOSE SOIL TO PROVIDE STABILITY, STEEL FENCE POST. 5' MIN. POST LENGTH, 6'MA %.SPACING BETWEEN POSTS, 30-HIGH MIN. MS. NI WOVEN GEOTEXTILE FABRIC AS PER MnfgT SPAE 381 FABRIC ANCHORAGE TRENCH, MCKRUNKENCHWITH GMPED NATURAL SOIL. F F' rv6 NOTES: 1. CONFORM TO MUDOT SPEC$ 2573 AND BEEF. 2. ATTACH FABRIC TO POSTS WITH PLASTIC ZIP TIES IW POUND TENSILE STRENGTH, MINI. PROVIDE A MIN. 131 TIES WITHIN THE TOP ED OF FABRIC. 3. OVERLAP GEOTEXTILE FABRIC bS MIN. AND FASTEN AT 2' WTfRSON, MAX. ERO-1 MACHINE SLICED SILT FENCE ---6.r .. %� TUTS NOT 1. CONFORM TO MFDOT SPEC 2564. 2. P05T MARSHAL: 21. fIBERGUSS FILAMENT REINFORCED RECYCLED PCNIC LUMBER POSTS. 2R. MST LENGTH SHALL BE I S.TYP.OR LONGER, AS REQUIRED TO MAINTAIN STANDARD SIGN MOUNTING HEIGHT. 2.3. NO SPLICES ALLOWED. 2.4. APPROVED PRODUCT: FIBERFORCE 0 PLASTIC LUMBER, AS MANUFACTURED BY BEDFORDTECHNOLOGYO LUC OR APPROVED EQUAL AND MEETING THE FOLLOWING SPECIFICATIONS: 2.4.1. DIMENSIONAL 4X4(ACTUAL DIMENSIONS 35'%35). 2.42. COLOR BROWN, 3. SIGN PANEL MATERIAL 3.1, CONFORMTO MnDOI SPEC 2564 AND 3352. 3.2, REFLECTIVE SHEETING SHALL MEET MUDOT SPEC 3352RA2 SIGN SHEETING TYPE HE 4. SIGN MOUNTING HARDWARE: 4.1, CARRARGE BOLTS SHALL BE XeSQE A IN LENGTH A304 STAINLEASTEEL IN ACCORDANCE WITH MnDOT SPEC 3391.2E. 4 .2. LAG SCREWS SHALL BE X( IN SIZE, Y IN LENGTH A304 STAINLESS PEEL IN ACCORDANCE WRH MnDOF SPEC 35913E, 4J. PROVIDE NYLON WASHER BETWEEN BOLT HUD AND SIGN PANEL. 4.4. FASTEN BOLTS WITH NYLON INSERT LOCK NUTS OF THE SAME GRADE AND MATERIAL AS THE TONS. 5. AUGER POST HOLES AND SET POSTS SUCH THAT SIGN FACE 6 PERPENDICULAR TO ROADWAY OR PARALLEL PARKING LOT. 6 SUBMR SHOP DRAWINGS AND SIGN LAYOUTS FOR ALL TRAFFIC SIGNS AND DEVICES FOR APPROVAL BY THE ENGINEER PRIOR TO FABRICATION. 2. FIELD VERIFY ALL LOCATIONS WITH THE ENGINEER PRIOR TO PLACEMENT. CONCEAL TOP OF POST 0.5' 1G 1.0 ". GYP. PRIMARY SIGN PANEL, TYF. I IT DA, RUBBER BLACK HOSE j y t] 1 GA. GALVANIZED WIRE. £ C 401H EACH ENO TIGHTLY AROUND zp`aw 'I POSTS. rOu t5W BRANCHES TEE DRESSING ON FORM ROOT AND '^O i BRACH CUTS OVER I DRESSING ON ALL ROOT AND BRACH CUTS OVER Ij2'DIAMETER, z WFo WRAP (BUNKS GREATER THAN 2 -DEC CALIPER i wXH STRIAE W MATCH EXISTING PAVEMENT V CID W AND SUBGRADE THICKNESS �,' ` 2" OR AS DIRECTED BY ENGINEER. METALI POSTSTIN LENGTH mwEi�a a MAINTAIN TREE BASE AT OR SLIGHTLY HIGHER THAN T m O Yw EXISTING GRADE TO ALLOW FOR SETTLEMENT. Tf iYP, ) /J`PER R. MULCH a m N I'I CREATE SAUCER AROUND TREE. plrl m mN 3 EN1511NG GROUND 2 � 6- MIN. CLASS 5 AGGREGATE TOTE 12' S LME90NE QUARRY OR V) X CRUSHED CUT AND REMOVE TOP 1/3 OF STRIAE FROM [�I RECYCLED EQUAL NUDOT 313H ROOT GALL � III(...J111 p IN IT SPUR, TRIP. 615 ROOT BALL M .v O v PROTECT EXISTING BASE MATERIAL, a COMPACTED TOPSOIL E� 2 ZN PUP. E�WSE� FFF'7FFFlll��� yL SCARIFY BOTTOM OF PB TO A DEPTH OF ID. T E pF NOTES: ''11►► Z O I. SEE SPECIFICATIONS FOR TOPSOIL SPEQ p 6 W w 2. DO Not DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE W aZ STAKE. J Z B. WATER THOROUGHLY AFTER INSTALLATION. ££ SIR -3 CONCRETE VALLEY GUTTER <. REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION. 0 5. PROVIDE DRAINAGE FOR PUNTING PIT IN MPERMEABLE SOIL. ZF FITS cfN -I TREE INSTALLATION DETAIL K O O J HIS n o I Z TD ST O — U O U L. O r ~ N ...,,LOCO; D/ _ K V IV " -2 WASHED ROCK C T C c JD V 0 6 O U THIN TALLOFD AMID C w FOLIAGE RETAINING Qj OR BYLARETAININGNORMAL Q -A b' MIN. DEPTH PLIANT SHAPE. THINNING 10 T NOT EVERGREENS / a% N 'S[F EVERGREENS. N O 2+ N PROVIDE CUT OFF BERM TO ! y MINIMIZE RUNOFF FROM SITE, IB' HEIGHT, MIN. / \ J CID 0 U EXISTING WIDTH AS REQUIRED J r MULCH GRADE Proj. No. TLI 1401 rO EXCEED VEH CLE MOUND Issue Date 5/14/2014 WHEELPATHS, PLANTING SOIL ° TO OUCMR Designed By JB / tz 12 Drawn By NS Checked By ]B NOTES: 1. PLACE FILTER FABRIC UNDER ROCK TO SHEET TITLE RESTRICT MUD MIGRATION THROW H FEMME BURLAP FROM ROCK TOP 16 OF BALL \ ` —MIXTURE DETAILS 2 ADD AND REPLACE ROCK AS NEEDED TO REMOVE PLANTING MAINTAIN EFFECTIVENESS Of ENTRANCE. CONTAINERIZED SOIL 3. REMOVE MATERIALS AND RESTORE SITE PLANTS FROM THEIR UPON COMPLETION. CONTAINERS ER-a ROCK CONSTRUCTION ENTRANCE DENS SHRUB PLANTING DETAIL C80 �— fiALE'. Fp SCALE Nn Sheet 09 of 09 O INSTALL SECONDARY SIGN 1 m PANEL (`103' BENEATH / THE PRIMARY SIGN x R. PANEL. INS, BE `? MANHOLE COVER ASSEMBLY INSTALL SIGN POST S VERY CALLY ANO PLVMB /I ) � WITH B6MINEMBEDMENT DEPTH,IYP. PAVED SURFACE ' cU ISOMETRIC VIEW I. WMCO ROAD DRAIN RD 33 HIGH 1. 6'MIN., IT MA %. FLOW INLET PROTECTION TOP SLAB EDGE TO EDGE MODEL Oft APPROVED EQUAL. L IR -G' TYPICAL SIGN PLACEMENT- PARK ROAD/PARKING LOT Ro -G INLET PROTECTION - BEFORE CURB Y` Y` FPS NITS I IT DA, RUBBER BLACK HOSE j y t] 1 GA. GALVANIZED WIRE. £ C 401H EACH ENO TIGHTLY AROUND zp`aw 'I POSTS. rOu t5W BRANCHES TEE DRESSING ON FORM ROOT AND '^O i BRACH CUTS OVER I DRESSING ON ALL ROOT AND BRACH CUTS OVER Ij2'DIAMETER, z WFo WRAP (BUNKS GREATER THAN 2 -DEC CALIPER i wXH STRIAE W MATCH EXISTING PAVEMENT V CID W AND SUBGRADE THICKNESS �,' ` 2" OR AS DIRECTED BY ENGINEER. METALI POSTSTIN LENGTH mwEi�a a MAINTAIN TREE BASE AT OR SLIGHTLY HIGHER THAN T m O Yw EXISTING GRADE TO ALLOW FOR SETTLEMENT. Tf iYP, ) /J`PER R. MULCH a m N I'I CREATE SAUCER AROUND TREE. plrl m mN 3 EN1511NG GROUND 2 � 6- MIN. CLASS 5 AGGREGATE TOTE 12' S LME90NE QUARRY OR V) X CRUSHED CUT AND REMOVE TOP 1/3 OF STRIAE FROM [�I RECYCLED EQUAL NUDOT 313H ROOT GALL � III(...J111 p IN IT SPUR, TRIP. 615 ROOT BALL M .v O v PROTECT EXISTING BASE MATERIAL, a COMPACTED TOPSOIL E� 2 ZN PUP. E�WSE� FFF'7FFFlll��� yL SCARIFY BOTTOM OF PB TO A DEPTH OF ID. T E pF NOTES: ''11►► Z O I. SEE SPECIFICATIONS FOR TOPSOIL SPEQ p 6 W w 2. DO Not DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE W aZ STAKE. J Z B. WATER THOROUGHLY AFTER INSTALLATION. ££ SIR -3 CONCRETE VALLEY GUTTER <. REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION. 0 5. PROVIDE DRAINAGE FOR PUNTING PIT IN MPERMEABLE SOIL. ZF FITS cfN -I TREE INSTALLATION DETAIL K O O J HIS n o I Z TD ST O — U O U L. O r ~ N ...,,LOCO; D/ _ K V IV " -2 WASHED ROCK C T C c JD V 0 6 O U THIN TALLOFD AMID C w FOLIAGE RETAINING Qj OR BYLARETAININGNORMAL Q -A b' MIN. DEPTH PLIANT SHAPE. THINNING 10 T NOT EVERGREENS / a% N 'S[F EVERGREENS. N O 2+ N PROVIDE CUT OFF BERM TO ! y MINIMIZE RUNOFF FROM SITE, IB' HEIGHT, MIN. / \ J CID 0 U EXISTING WIDTH AS REQUIRED J r MULCH GRADE Proj. No. TLI 1401 rO EXCEED VEH CLE MOUND Issue Date 5/14/2014 WHEELPATHS, PLANTING SOIL ° TO OUCMR Designed By JB / tz 12 Drawn By NS Checked By ]B NOTES: 1. PLACE FILTER FABRIC UNDER ROCK TO SHEET TITLE RESTRICT MUD MIGRATION THROW H FEMME BURLAP FROM ROCK TOP 16 OF BALL \ ` —MIXTURE DETAILS 2 ADD AND REPLACE ROCK AS NEEDED TO REMOVE PLANTING MAINTAIN EFFECTIVENESS Of ENTRANCE. CONTAINERIZED SOIL 3. REMOVE MATERIALS AND RESTORE SITE PLANTS FROM THEIR UPON COMPLETION. CONTAINERS ER-a ROCK CONSTRUCTION ENTRANCE DENS SHRUB PLANTING DETAIL C80 �— fiALE'. Fp SCALE Nn Sheet 09 of 09 d 0 .p. N N b 0 a m w rn 0 e x T U. 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No. TLI 1401 Issue Date 6/13/2014 Designed By JB Drawn By NS Checked By JB SHEET TITLE sed Drainage Exh -2 � N c � 0 U L 0 U � o � m 0 U N C c 0 U C (3) a Q) m C N Z� c .Y J U Proj. No. TLI 1401 Issue Date 6/13/2014 Designed By JB Drawn By NS Checked By JB SHEET TITLE sed Drainage Exh -2 s i AFAEW I i t.� e AY �m h� COUNTY RQAD 10 �- - NOW U %N zD r„ 'I � ♦3)e�; �e r +. P" Ni � ' i .. 5 f > Ilk S'7 NRUT i tt , A k c a 2: MEMORANDUM PATE.. ............... O T .............. .C......0 ........ FRO ............... M RE June 17, 2014 .............. ............................... Brad Martens Agenda Item i • i • L A N D F O R M From Site to Finish • 105 South Fifth Street, Suite 513 Minneapolis, MN 55401 Council. Plannina Commission. Parks & Trails Commission Kendra Lindahl, City Planner ........................................................................................ ............................... Active Corcoran Planninq Applications The following is a summary of project status for current, active projects: • Tel: 612 - 252 -9070 Fax: 612 - 252 -9077 www.landform.net 1. City- Initiated Park Dedication Ordinance Update (City File 14 -007). At the April 10th meeting, the City Council directed staff to prepare a minor update to the park dedication ordinance as outlined in the staff memo. Staff will bring a draft to the City Council for review at the June 26th meeting and, based on Council feedback will schedule a public hearing at the Planning Commission and bring back to the Council for formal action later this summer. 2. City- Initiated Ordinance Update for Sketch Plans (City file 14 -009). At the April 10th meeting, the City Council directed staff to prepare an ordinance update to streamline the sketch plan review process and require Council action only. Staff will bring a draft to the City Council for review at the June 26th meeting and, based on Council feedback will schedule a public hearing at the Planning Commission and bring back to the Council for formal action later this summer. 3. Lake Independence Regional Trailhead at 23475 CR 10 Rezoning, Site Plan and Variance (PID 18- 119 -23 -12 -0002) (city file 14 -010). Three Rivers Park District has submitted a request for a temporary trailhead at this location. Staff is currently reviewing the application for completeness. This has been scheduled for the June 24th Parks and Trails Commission meeting for informal review. A public hearing is tentatively scheduled for the July 3rd Planning Commission meeting and City Council action on July 241H 4. Saue Certificate of Compliance for an accessory building with a metal roof at 9950 Sundance Road. (City File 14 -011). Staff will approve administratively. 5. Hentges Lawn Land Snow Special Home Occupation at 21310 Meadow Lane (City file 14 -012). An application was submitted and staff notified the applicant of items needed to make this a complete application. The application may be administratively approved. 6. Sprint Antenna administrative permit at 20140 CR 30 (city file 14 -013). An administrative permit was received to upgrade the antennas on this existing tower. Staff is reviewing for completeness. The application may be administratively approved. 7. Topographic Survey and Wetland Delineation Waiver for Mike Patnode at 22610 CR 50 (city file 14 -014). The applicant has submitted an application and staff has notified them of additional items needed to make this item complete. We expect this to be placed on the July 24th Council agenda for consideration. Also, there are a number of projects that have been approved, but are still not filed and closed out: 1. Corcoran Business Park (city file 06 -005). The City Council granted a one year extension to the final plat approval, which expired on April 12, 2011. Staff has spoken to the applicant and is still Landform , SensiblyGreen and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 working to close out this project. Notably, we met with the land owner in February and may have a new development application for this site later this year. 2. Park Place Storage After- the -Fact Extension of Approvals (city file no. 10 -008). On September 23, 2010, the City Council approved a site plan and conditional use permit amendment for Park Place Storage to construct the 18th and final mini - storage building on that site. The approvals expired on September 23, 2011. Staff completed a final inspection on June 11, 2014 and is in the process of releasing the letter of credit and escrow and closing out the file. 3. Hope Ministries Conditional Use Permit for Cemetery and Vacation of Drainage & Utility Easement at 19951 Oswald Farm Road (city file 12 -002). Hope Ministries has submitted a request for a conditional use permit to allow a cemetery west of the existing church. The application was approved by the City Council on March 22nd and site work had begun. The letter of credit for site improvements has been released but we are holding the escrow pending completion of the approved landscaping. 8. Heinz Second Addition Preliminary and Final Plat at 20801 CR 117 (03- 119 -23 -14 -0002) (City file 13 -003). A wetland and topographic waiver was approved on January 24th. This item was approved by the City Council action on April 25th. The applicant is working on complying with approval conditions so that they can get the final plat mylar signed and recorded. The applicant has site work to complete and then the escrow can be refunded. 9. Ess Addition (city files 05 -017, 08 -003 and 12 -024). The City Council granted an after - the -fact extension for this final plat at their November 29, 2012 meeting and a second extension at the November 25, 2013 meeting. The plat has been recorded and staff is working with the applicant to address any outstanding issues and close out the file /refund the escrow after wetland monuments and lot monuments are installed this spring. 10. Lano Equipment at 23580 Highway 55 Site Plan Modifications for Cold Storage Building. (31- 119 -23 -34 -0007) (13 -006). This item was approved by the City Council on July 11 h. The building permit has been issued, but staff has determined that the building was not being built according the approved plans. The City Planner and Code Enforcement Official met with the applicant on March 26tH to review the conditions of approval. The applicant submitted revised plans and the City Council approved a site plan modification at the June 12th meeting. The Code Enforcement Official will work with them to complete a building permit application and make the corrections to the building. 11. Ess Brothers Site Plan Amendment and Conditional Use Permit Amendment for an accessory building at 9350 County Road (PID # 07- 119 -23 -43 -0004) (City File No. 13 -031) The applicant is requesting approval for a 5,500 square feet detached, accessory building with 20 -foot sidewalls. The City Council approved this item on January 23rd. The applicant must now file the resolution at the County and then staff will close out the file and refund any remaining escrow. The applicant may apply for a building permit after the resolution is recorded. 12. Maple Hill Estates 3rd Addition Preliminary and Final Plat (PID 24- 119 -23 -43 -0016 and 24- 119 -23- 43 -0014) (city file 14 -001). A site plan and variance was approved on April 25, 2013 for this project, but it was recently was determined that the new community center should be located on City property. The plat is required to adjust property lines. The preliminary plat was reviewed at a public hearing at the March 6th Planning Commission meeting. The City Council approved the preliminary and final plat on March 27th. The mylar has been prepared and is ready for signatures and filing. 13. Lennar Final Plat, Vacation, Development Contract and Final PUD Development Plan for "Ravinia" (City file 14 -003). The applications were approved at the April 24th City Council meeting. Staff is now working through the final plan revisions with the applicant. The development contract has been signed, the financial guarantee submitted and the final details are being addressed. We expect them to start grading this week. 14. Peachtree Partners request for PUD Sketch Plan and Comprehensive Plan Amendment for Schendel property at 20400 County Road 10 (City file 14 -005). Development of this site will require several complicated transportation and right -of -way decisions that need to be guided by City Council. Staff has provided direction to the applicant based on the 2030 Comprehensive Plan, which MEMORANDUM 2 shows a realignment of County Road 10 up to Meister Road and a local street connection from the old County Road 10 to County Road 50. The applicant has provided a concept that incorporates these road improvements but has indicated that they do not need these items to occur for their project. The applicant is asking to reguide the 103 -acre property from High Density Residential to Low Density Residential, which requires a Comprehensive Plan Amendment and extension of municipal sewer and water. The City Council has informally reviewed this concept at December and January City Council meetings. This was reviewed by Parks Commission on March 18th and Planning Commission public hearing on March 6th. On June 12t ", the City Council approved the Comprehensive Plan amendment. Staff will prepare the submittal to the Metropolitan Council for review and we will work with the applicant outline the next steps in the process. 15. Fox Ridge 2nd Addition Final Plat at 9495 Trail Haven Road (PID 09- 119 -23 -41 -0011) (City File 14- 006. This final plat application for a final plat of Outlot A, Baumeister 3rd Addition was approved by the City Council on May 22nd. The applicant will prepare mylar for signature and filing. After the documents are filed, the remaining escrow can be released. 16. Agriculture Preserve Designation and Expiration for Don Scherber at 22622 County 10. (PID 08- 119 -23 -42 -0002 and 17- 119 -23 -11 -0001) (City file 14 -008). Don and Ann Scherber are requesting approval to re- enroll this property in Agricultural Preserve and initiate expiration. This property has been enrolled since 1986. The Council approved this application at the May 22nd meeting. Finally, there are a few projects that have not yet been started but have been identified as action items or future projects: Sign Ordinance Update. At the April 25th Council meeting, the City reviewed a request for the city to initiate a sign ordinance update. Specifically, they requested that the City review the ordinance standards relating to sign area, sign height and internal illumination and, because this is a city -wide issue, that the ordinance update be completed by the City out of the City funds. The Council discussed the issue and directed staff to bring a proposal back at a later date because the Council felt that this was a significant undertaking that would involve much more than this one issue. We will work with the City Administrator to determine the appropriate meeting to have this considered. 2. Design Guideline Update for Southeast District /Downtown. The Council approved a Landform proposal to update the existing design guidelines for this area. The design guidelines are adopted as part of the Zoning Ordinance and will be enforced as new development is proposed, consequently, the City Council wishes to revisit that planning effort to ensure it is still consistent with the City's goals. The City Council appointed a subcommittee, but the City Council has decided to delay kickoff as we work through some associated issues as part of some new development plans. We expect to convene this subcommittee later this year. MEMORANDUM CITY OF CO RCO RAN Mission Statement The City of Corcoran will provide high quality public services in a cost effective, responsible, and professional manner in order to create a preferred environment to live, work, play, and transact business. CITY OF CO RCO RAN Vision Statement The City of Corcoran will expand opportunities for its residents by supporting life cycle housing, recreational amenities, a vibrant business community, and a strong downtown city center while preserving its natural character and agricultural roots. The City of Corcoran will accomplish this vision through the following objectives: SERVICE DELIVERY OBJECTIVES The City of Corcoran will provide services to its residents and business owners in a manner that meets the following objectives: 1. Preserve a safe and well maintained community 2. Deliver services in a high quality manner 3. Provide services equitably to all 4. Address concerns in a prompt and thorough manner To achieve this vision the City will take the following actions: 1. Provide 24 hour Public Safety protection 2. Focus Public Works efforts on maintaining public infrastructure 3. Monitor complaints and enforce the City Code 4. Adopt policies and procedures to focus on efficiency 5. Seek partnerships with volunteer groups and associations FINANCIAL MANAGEMENT OBJECTIVES The City of Corcoran will manage the finances of the City in a manner that meets the following objectives: 1. Promote sound financial management as well as efficient and effective use of City resources 2. Maintain an adequate financial base to sustain a sufficient level of municipal services 3. Achieve a high bond credit rating to ensure the City's access to the bond markets 4. Invest in the community in order to prepare for future needs To achieve this vision the City will take the following actions: 1. Follow the adopted financial guidelines 2. Achieve and maintain an unrestricted fund balance equal to or above 35% of operating expenditures 3. Update the five year financial plan annually to incorporate actual conditions facing the City 4. Provide regular financial performance reports to the City Council 5. Establish fees and charges for certain services provided to users receiving a specific benefit 6. Establish a Capital Improvement Fund to pay for ongoing capital equipment acquisition to eliminate the need to borrow and incur interest expense 7. Establish a pavement improvement fund to pay for investments in the City's transportation system METROPOLITAN URBAN SERVICE AREA (MUSA) DEVELOPMENT OBJECTIVES The City of Corcoran will support development in the metropolitan urban service area that meets the following objectives: 1. Achieve a wide variety of housing types to support all generations. 2. Obtain sufficient population and density in order to attract commercial amenities while not over concentrating the highest densities in singular, large tracts of land 3. Protect and enhance natural features to retain the character of the City 4. Incorporate connectivity to existing residential neighborhoods into the design of new developments 5. Development in the southeast district will revolve around a strong downtown area anchored by City Hall which is connected to surrounding properties /neighborhoods and is built in a human scale that is pedestrian oriented 6. Development in the northeast district will revolve around a commercial - retail center and business park serving a mix of low and medium residential properties 7. Development in the southwest district will revolve around high quality business parks along Highway 55 and County Road 19 To achieve this vision the City will take the following actions: 1. Finance and complete periodic market studies for the MUSA, at minimum every five years 2. Approve comprehensive plan amendments which support the above objectives 3. Deny requests for the Metropolitan Agricultural Preserves Program 4. Meet an overall average of three housing units per post - development net acre 5. Use adopted ordinances and statutes as standards in approving developments NON - METROPOLITAN URBAN SERVICE AREA (MUSA) DEVELOPMENT OBJECTIVES The City of Corcoran will support development outside the metropolitan urban service area that meets the following objectives: 1. Protect agricultural purposes and associated accessory uses 2. Protect natural resources for future generations 3. Preserve efficient, future extension of public infrastructure To achieve this vision the City will take the following actions: 1. Approve requests for the Metropolitan Agricultural Preserves Program 2. Allow individual sewage treatment systems and well improvements 3. Promote residential housing to be clustered in order to preserve open space or natural features and limit access onto arterial and collector streets CITY OF CORCORAN Values Statement The following values are fundamental to the City of Corcoran's success and the fulfillment of our mission: 1) EXCELLENCE AND QUALITY IN THE DELIVERY OF SERVICES We believe that service to the public is our reason for being and strive to deliver quality services in a highly professional, cost - effective, and friendly manner. 2) FISCAL RESPONSIBILITY We believe that fiscal responsibility and the prudent stewardship of public funds is essential for citizen confidence in government. 3) ETHICS AND INTEGRITY We believe that ethics and integrity are the foundation blocks of public trust and confidence and that all meaningful relationships are built on these values. 4) OPEN AND HONEST COMMUNICATION We believe that open and honest communication is essential for an informed and involved citizenry and to foster a positive working environment for employees. 5) TREATING THE CITIZEN AS OUR CUSTOMER We believe that citizens are our customers and should be treated with courtesy, respect, and deserve the best services we can provide. 6) PROFESSIONALISM We believe that continuous improvement is the mark of professionalism and are committed to applying this principle to the services we offer and the development of our employees. 7) EQUAL OPPORTUNITY We believe that every employee and citizen should be afforded an equal opportunity to participate in all aspects of employment, citizenship, and governance in the City of Corcoran based exclusively on their ability to contribute. CITY OF CORCORAN Strategic Goals The City of Corcoran has identified the following seven strategic goals: 1) Improve communications with the public 2) Develop a mission statement, vision statement, values statement, and strategic goals program 3) Strengthen the City's commissions 4) Enhance staff to prepare for and respond to the City's future growth S) Address the City's infrastructure needs 6) Implement the City's utilities process 7) Create a recreational space strategic plan To achieve these goals the City will take the following actions: (See Work Plan) City of Corcoran Strategic Goal Work Plan GOAL: Improve communication with the public ASSIGNMENT DEADLINE ASSIGNED TO: COMMENTS: Investigate the opportunity for the website to host a blog May 31, 2014 City Administrator Working with gov office Inestigate the opportunity and costs associated with video recording Council meetings to host on website May 31, 2014 IT Quote received, being reviewed b staff Develop social media plan /policy December 31, 2014 IT, City Administrator Reviewed at May 8, 2014 meeting Increase communications budget for 2015 December 31, 2014 City Council, City Administrator Scheduled for June 12, 2014 meeting Items incorporated into the website June 30, 2014 Admin. Supt /Payroll & Benefits Coord. Article in the summer newsletter June 1, 2014 City Administrator GOAL: Develop mission, vision, values statement, and goals program ASSIGNMENT DEADLINE ASSIGNED TO: COMMENTS: Hold initial work shop to draft statements March 15, 2014 City Council, City Administrator Workshop held March 8, 2014 Staff to revise statements and present to City Council March 31, 2014 City Administrator Completed City Council to revise statements April 31, 2014 City Council Reviewed at May 8, 2014 meeting City Council approval /adoption May 31, 2014 City Council, City Administrator Scheduled for June 12, 2014 meeting Items incorporated into the website June 30, 2014 Admin. Supt /Payroll & Benefits Coord. Article in the summer newsletter June 1, 2014 City Administrator GOAL: Strengthen the City's commissions ASSIGNMENT DEADLINE ASSIGNED TO: COMMENTS: Review applicable Ordinances May 31, 2014 City Administrator Staff review complete Recommend Ordinance changes to City Council June 30, 2014 City Administrator Review completed Complete Ordinance update July 31, 2014 City Administrator Revise Commissioner Orientation packet August 31, 2014 City Administrator, Staff Liaisons Hold Commissioner training session December 31, 2014 City Council, City Administrator Schedule additional training sessions as needed Ongoing City Administrator GOAL: Enhance staff to prepare for and respond to the City's growth ASSIGNMENT DEADLINE ASSIGNED TO: COMMENTS: Review and update Job Descriptions May 31, 2014 City Administrator Drafting updated Job Descriptions Evaluate staffing gaps and organizational needs May 31, 2014 City Administrator, PS Director, PW Supt. Review completed Present staffing proposal to City Council July 31, 2014 City Administrator, PS Director, PW Supt. Establish a training plan for the Public Works Dept. July 31, 2014 Public Works Superintendent Incorporate staffing proposal into 2015 budget December 31, 2014 City Council, City Administrator City of Corcoran Strategic Goal Work Plan GOAL: Address the City's infrastructure needs ASSIGNMENT DEADLINE ASSIGNED TO: COMMENTS: Develop a draft plan to complete the TIF project June 30, 2014 Engineer, Public Works Supt., City Administrator Several meetings have taken place Develop a draft plan to complete a CR 10 turnback June 30, 2014 Engineer, Public Works Supt., City Administrator Scheduled for June 12, 2014 meeting Develop a draft plan to purchase & improve Roehlke prop. June 30, 2014 Engineer, Public Works Supt., City Administrator Invite Council, Parks & Trails Commission Develop a draft plan to pave roads June 30, 2014 Engineer, Public Works Supt., City Administrator Review draft plans and decide action on each August 31, 2014 City Council Develop budget for park improvements February 28, 2015 City Administrator Establish priorities for park improvements April 30, 2015 Parks & Trails Commission, City Council GOAL: Implement the City's utilities process ASSIGNMENT DEADLINE ASSIGNED TO: COMMENTS: Meet with surrounding communities, learn best practices Ongoing City Clerk Several meetings have taken place Approve applicable Ordinances May 31, 2014 City Council, City Administrator Scheduled for June 12, 2014 meeting Choose software (payment) June 30, 2014 City Clerk Invite Council, Parks & Trails Commission Train staff on procedures Prior to first billing City Clerk Design park improvements December 31, 2014 Parks & Trails Commission Develop budget for park improvements February 28, 2015 City Administrator Establish priorities for park improvements April 30, 2015 Parks & Trails Commission, City Council GOAL: Develop a strategic plan for recreational space ASSIGNMENT DEADLINE ASSIGNED TO: COMMENTS: Tour City Park July 31, 2014 Public Works Supt., Admin. Support, CA Invite Council, Parks & Trails Commission Tour Roehlke property August 31, 2014 Public Works Supt., Admin. Support, CA Invite Council, Parks & Trails Commission Tour Lennar Open space park, neighborhood park locations September 30, 2014 Public Works Supt., Admin. Support, CA Invite Council, Parks & Trails Commission Review standards for park design in Comprehensive Plan October 31, 2014 Parks & Trails Commission Design park improvements December 31, 2014 Parks & Trails Commission Develop budget for park improvements February 28, 2015 City Administrator Establish priorities for park improvements April 30, 2015 Parks & Trails Commission, City Council