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2014-06-24 - Parks & Trails Agenda Packet
City of Corcoran Corcoran Parks and Trails Commission Agenda June 24, 2014 - 7:00 PM 1. Call to Order / Roll Call 2. Pledge of Allegiance 3. Agenda Approval a. Agenda b. Minutes 04/15/2014* 4. Open Forum 5. Presentations 6. Reports/Information a. Active Corcoran Planning Applications* 7. Old/Unfinished Business a. Scoreboard Fundraising Request* 8. New Business a. Memorial Garden Planning* i. Introduction to Chelsea b. Park Planning Discussion* c. Lake Independence Regional Trailhead at 23475 CR 10 Rezoning, Site Plan and Variance (PID 18-119-23-12-0002) (city file 14-010)* 9. Subcommittee & Miscellaneous Reports a. City Council Liaison – Councilor Asleson* b. Athletic Association c. Park Dedication Fund* 10. Other Business 11. Announcements 12. Adjournment *Includes Materials - Materials relating to these agenda items can be found in the House Agenda Packet by Door. This page has intentionally been left blank City of Corcoran Corcoran Parks and Trails Commission Minutes April 15, 2014 - 7:00 PM 3b. The Corcoran Parks and Trails Commission met on April 15, 2014, at City Hall in Corcoran, Minnesota. Present were 8 Commissioners - Anderson, Tessmer, Nybo, Regan, Meister, Krueger, Dale; Student Commissioners Monzo, and Minkoff. Arriving at 7:10 pm – Commissioner Robran Absent: Commissioner Strehler, Also present were City Administrator Martens, Administrative Support/Payroll and Benefits Coordinator Smith-Arens, City Planner Lindahl, and Council Liaison Councilor Cossette Commissioner Anderson called the meeting to order at 7:00 pm 1. Call to Order / Roll Call 2. Pledge of Allegiance 3. Agenda Approval a. Agenda Motion: made by Meister, seconded by Nybo to approve the Agenda as presented Voting Aye: Anderson, Dale, Krueger, Meister, Nybo, Regan, Tessmer (Motion carried 7:0) b. Minutes 03/18/2014 Motion: made by Nybo, seconded by Dale to approve the Minutes as presented Voting Aye: Anderson, Dale, Krueger, Meister, Nybo, Regan, Tessmer (Motion carried 7:0) 4. Open Forum 5. Presentations 6. Reports/Information a. Active Corcoran Planning Applications – Informal no action required 7. Old/Unfinished Business Updates on Tree Give-away, Trail Head CO RD 19, NWJC’s Easter Egg Hunt 8. New Business a. Final PUD Development Plan for U.S. Home corporation (dba Lennar) for a residential development called “Ravinia” at Gleason Road and County Road 101 Discussion led by Planner Lindahl giving a presentation and update - Informational no action required b. Sports Fundraiser Opportunity Other options for advertising were discussed. It was decided that the CAA would take on the project to find business to advertise using the field fence line. Motion: made by Robran, seconded by Krueger to decline the opportunity for the bat rack and sign advertising offer. Voting Aye: Anderson, Dale, Krueger, Meister, Nybo, Regan, Robran, Tessmer (Motion carried 8:0) City of Corcoran Corcoran Parks and Trails Commission Minutes April 15, 2014 - 7:00 PM 3b. Scoreboard Funding Request - TABLED 9. Subcommittee & Miscellaneous Reports a. City Council Liaison – Councilor Cossette b. Athletic Association c. Park Dedication Fund* 10. Other Business – Commissioner Anderson updated the commission on the tree giveaway. 11. Announcements 12. Adjournment Motion: made by Robran, seconded by Krueger to adjourn the meeting at 8:45pm Voting Aye: Anderson, Dale, Krueger, Meister, Nybo, Regan, Robran, Tessmer (Motion carried 8:0) MEMORANDUM 105 South Fifth Street, Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net DATE April 16, 2014 TO Brad Martens CC City Council, Planning Commission, Parks & Trails Commission FROM Kendra Lindahl, City Planner RE Active Corcoran Planning Applications The following is a summary of project status for current, active projects: 1. Lano Equipment at 23580 Highway 55 Site Plan Modification for Cold Storage Building. (31- 119-23-34-0007) (13-006). This item was approved by the City Council on July 11th. 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 has submitted revised plans for review by the Council at their May 22nd. 2. 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 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. The applicant submitted a written request to table this item at the March 27th City Council meeting. The applicant submitted a letter extending the review an additional 60 days to June 18th. Staff will continue to coordinate with the applicant about how they wish to proceed. 3. 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 is scheduled for Council review on May 22nd. 4. 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. 5. 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. Staff is reviewing the application and will schedule for a future Council meeting. Agenda Item ____ Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 6. 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. 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 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. The conditions have been met and a building permit was issued in September. The applicant has completed most of the site work with final items to be completed and final inspection this spring. 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. 7. 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. 8. 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. 9. Rockford School District Site Plan, Variances and Conditional Use Permit for a Baseball Field at 20400 County Road 50 (PID 23-119-23-34-001) (city file no. 13-023). The applicant has withdrawn this request. Staff is in the process of closing out the file and refunding the remaining escrow. 10. 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. 11. Corcoran Mini-Storage Comprehensive Plan Amendment, Rezoning, Preliminary PUD Development Plan, Preliminary Plat at 19219 and 19235 County Road 10 (PID 25-119-23-44-0002 and 25-119-23-44-0003) (city file 13-032). A sketch plan was reviewed by the City in August 2013 and comments were provided to the applicant. The applicant has taken those comments and prepared revised plans. This formal application is currently incomplete and the applicant has asked that the City process another round of sketch plan concepts in advance of completing their application submittal. The PUD Sketch Plan (round 2) was reviewed by the Parks and Trails Commission on January 21st, by the Planning Commission on February 6th and by the Council on February 27th. The MEMORANDUM 2 Council did not support the concept. The applicant has submitted a written request to withdraw the request and refund any remaining escrow. 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. 13. Kopperhead Ranch LLC Comprehensive Plan Amendment, Agriculture Preserve Designation and Initiate Expiration at 20471 Larkin Road (PID 26-119-23-31-0001 and 26-119-23-34-0001) (city file 14-002). Chris and Kristin Smith have requested that two parcels be enrolled in Agriculture Preserve and have also initiated expiration so that they will come out of Agriculture Preserve in 8 years. The property is located in the MUSA, but is not planned to be serviced until after expiration of the Agriculture Preserve designation. The MN Ag Preserves program requires the property to be designated Ag Preserve on the Future Land Use Map. The City Council approved the request on March 27th. 14. 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. We expect to have the development contract signed this month and grading would begin in June. Finally, there are a few projects that have not yet been started but have been identified as action items or future projects: 1. 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 3 This page has intentionally been left blank 8a. CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 – Office 763.420.6056 – Fax E-mail - general@ci.corcoran.mn.us / Web Site - www.ci.corcoran.mn.us MEMO Meeting Date: June 24, 2014 To: Parks and Trails Commission From: Brad Martens, City Administrator Re: Memorial Garden Planning ______________________________________________________________________________ On May 22, 2014 Parks and Trails Commission Chair Tom Anderson met with Roz Milbrandt to discuss her vision for the Memorial Garden and to advise staff on maintenance related to the garden. The discussion led to a recommendation to increase the number and diversity of plantings in the area as well as to possibly provide further improvements. It is requested that the Parks and Trails Commission discuss planning for future work on the Memorial Garden. Attached is a quote for replacing damaged plantings which will need Parks and Trails Commission approval. Chelsea Caye, our contracted Certified Professional Garden/Landscaper will be at the meeting to introduce herself and answer questions. Ms. Caye has been maintaining both City Hall and Memorial Garden landscaping since Spring 2012 Attachment: Memorial Garden Replacement Bid 8b. CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 – Office 763.420.6056 – Fax E-mail - general@ci.corcoran.mn.us / Web Site - www.ci.corcoran.mn.us MEMO Meeting Date: June 24, 2014 To: Parks and Trails Commission From: Brad Martens, City Administrator Re: Park Planning Discussion ______________________________________________________________________________ In recent months significant discussions have taken place that affect future parks in Corcoran (Lennar development, Peachtree proposal, Roehlke opportunity). Staff requests the commission begin thinking about what approach would be most appropriate for planning the future park system for the City. A scheduled tour of each property may be helpful to plan each park. Attachment: N/A This page has intentionally been left blank 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. TO: Corcoran Parks and Trails Commission FROM: Kendra Lindahl, Landform DATE: June 17, 2014 for the June 24, 2014 Parks and Trails Commission Meeting RE: Lake Independence Regional Trailhead at 23475 CR 10 Rezoning, Site Plan and Variance (PID 18-119-23-12-0002) (city file 14-010) 60-DAY REVIEW DEADLINE: N/A 1. Application Request Three Rivers Park District submitted a request for a Site Plan, Rezoning and Variance approval for the construction of a parking lot, bathroom and landscaping at Lake Independence Regional Trailhead. We are completing our review of the application and Planning Commission and City Council meeting dates have not yet been scheduled. The plans are provided to the Parks and Trails Commission for information only. No action is required. 2. Context Background The project has been proposed on a Hennepin County Tax-Forfeited Property, which will be leased to Three Rivers Park District. The project is proposed as 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). Surrounding Properties The surrounding properties are guided Rural Service / Commercial, and zoned TCR. Natural Characteristics of the Site The 2030 Comprehensive Plan does not identify any significant natural resources in the Natural Resource Inventory. Agenda Item: Lake Independence Regional Trailhead (14-010) 2 June 17, 2014 3. Analysis of Request Site Plan The site plan shows a parking lot and bathroom on 1.32 acres (approximately .84 net acres). The site plan proposes 9 parking spaces on a gravel surface. An additional paved handicap parking space and loading area will provide access to a bathroom constructed of tilt-up concrete. 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 a snowmobile path and paved path will connect users to the 15.87 mile trail. Next Steps The application for site plan, rezoning, and variance will be scheduled for review by Planning Commission and City Council. 4. Action Any comments given by the Parks Commission are advisory in nature and non-binding. Planning Commission and City Council will consider the comments from the Parks Commission when making decisions about final approval. Attachments a. Aerial Location Map b. Applicant Narrative, June 13, 2014 c. Applicant Narrative, May 20, 2014 d. Application Graphics, June 13, 2014 6/17/2014 Hennepin County GIS - Pr intable Map http://g is.co.hennepin.mn.us/Proper ty/pr int/default.aspx?C=450094.69098636124,4996797.811791581&L=8&T=hybrid&D=tr ue&LID=0&FID=1811923120002&VIS…1/2 Par cel ID:18-119-23-1 2-0002 A-T-B:Abs tract Ow ne r Name:Hennepin Cou nty Marke t Total:$0 Par cel Addre ss: 23475 Co Rd No 10 Corcoran, MN 55357 Tax Total: $0.00 (Payable: 201 4) Property Type:Vacant Land -Res idential Sale Price:$165,500 Hom e- ste ad:Non-Hom es tead Sale Date:1 2/1999 Par cel Ar ea: 0.85 acres 37,000 s q ft Sale Code: Map Scale: 1'' ≈ 100 ft. Print Date: 6/17/2014 T hi s m a p i s a co m p i l a ti o n o f d a ta from vari ou s sources and i s fu rn i shed "AS IS" wi th n o re p re sentati on or wa rra n ty e xpressed or i m p l i e d , i n cl u d i n g fi tn e ss o f a n y parti cul ar p u rp o se, m erchantabi l i ty, o r th e accuracy a n d co m p l e te n e ss of the i n fo rm a ti o n shown. COPY RIGHT © HENNEPIN COUNT Y 2 0 1 4 Three Rivers Park District Board of Commissioners Penny Steele District 1 Jennifer DeJournett District 2 Daniel Freeman, Vice Chair District 3 John Gunyou, Chair District 4 John Gibbs District 5 Larry Blackstad Appointed At Large Steve Antolak 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 City of Corcoran Attn: Brad Martens 8200 County Road 116 Corcoran, MN 55340 RE: Additional Information Request for Lake Independence Regional Trail Trailhead Parking Lot & CXT Bathroom Site Plan, Rezoning, and Variance Application Dear Mr. Martens: 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 corner of County Road 10 and County Road 19. The project includes a gravel parking lot with bituminous accessible parking, a paved connection between the Lake Independence Regional Trail and parking lot, and a CXT bathroom. Items needed to complete the application Item 1 See the Existing Drainage Condition, Proposed Drainage Condition, and Aerial Exhibits. Item 2 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 10 feet from the property line. Lighting will not be provided for any site signage. Item 3 The CXT Bathroom’s walls and roof are precast concrete. This complies with the standards in Section 1060.050, Subdivision 1(C)1.d. Items needed to be addressed, but did not make the May 20, 2014 application 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 Three Rivers Park District Board of Commissioners Penny Steele District 1 Jennifer DeJournett District 2 Daniel Freeman, Vice Chair District 3 John Gunyou, Chair District 4 John Gibbs District 5 Larry Blackstad Appointed At Large Steve Antolak 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 May 20, 2014 City of Corcoran Attn: Brad Martens 8200 County Road 116 Corcoran, MN 55340 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 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: 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), w hich 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. 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 sta lls 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, Josh Bowe PE, LEED® AP BD+C Civil Engineer Three Rivers Park District RE V I S I O N S J:\PROJECTS\Regional Trails\TLI 1401 CR 19-CR 10 Trailhead\B Design\TLI 1401 Trailhead CDs.dwg 5/16/2014 9:23 AMPlotted:Lake I n d e p e n d e n c e R e g i o n a l T r a i l T r a i l h e a d La k e I n d e p e n d e n c e R e g i o n a l T r a i l Co r c o r a n , M N TL I 1 4 0 1 LOCATION MAP DR A W I N G I N D E X GE N E R A L CO V E R S H E E T G0 0 1 GE N E R A L N O T E S CI V I L C0 0 1 SI T E L A Y O U T V1 0 1 RE G I S T E R E D L A N D S U R V E Y C2 0 1 DE M O / E R O S I O N C O N T R O L C3 0 1 TY P I C A L S E C T I O N S C6 0 1 CO N S T R U C T I O N P L A N S C7 0 1 CR O S S S E C T I O N S C8 0 1 DE T A I L S BU I L D I N G G- 0 2 BU I L D I N G E L E V A T I O N S G- 0 3 IN T E R I O R E L E V A T I O N S G- 0 4 FL O O R P L A N I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.DATE :5/15/2014 REG. NO.:NAME DE S I G N D E S I G N A T I O N : DE S I G N E X C E P T I O N S : I H E R E B Y C E R T I F Y T H A T T H E F I N A L F I E L D R E V I S I O N S , I F A N Y , W E R E P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y R E G I S T E R E D LA N D S C A P E A R C H I T E C T U N D E R T H E L A W S O F T H E S T A T E O F M I N N E S O T A . DA T E : R E G . N O . : NA M E MA R K DA T E DE S C R I P T I O N GO V E R N I N G S P E C I F I C A T I O N S : TH E 2 0 1 4 E D I T I O N O F T H E M I N N E S O T A D E P A R T M E N T O F T R A N S P O R T A T I O N "S T A N D A R D S P E C I F I C A T I O N S F O R C O N S T R U C T I O N , EX C E P T A S M O D I F I E D I N T H E C O N T R A C T D O C U M E N T S . AL L T R A F F I C C O N T R O L D E V I C E S A N D S I G N I N G S H A L L C O N F O R M T O T H E MI N N E S O T A M U T C D I N C L U D I N G T H E F I E L D M A N U A L T E M P O R A R Y T R A F F I C CO N T R O L Z O N E L A Y O U T S EL E C T R I C , U N S P E C I F I E D ( A L L T Y P E S ) UN D E R G R O U N D C A B L E OV E R H E A D C A B L E MA N H O L E , M E T E R , P E D E S T A L LI G H T , P O L E L I G H T , M A R K E R P O S T FU E L , U N S P E C I F I E D ( A L L T Y P E S ) GA S O L I N E / R E F I N E D P E T R O L E U M GE O T H E R M A L HV A C / C O N D E N S A T E NA T U R A L G A S OI L / U N R E F I N E D P E T R O L E U M ST E A M MA N H O L E , M E T E R , P E D E S T A L UN D E R G R O U N D T A N K , M A R K E R P O S T VA L V E ( A N Y ) , V E N T TE L E C O M , U N S P E C I F I E D ( A L L T Y P E S ) UN D E R G R O U N D C A B L E OV E R H E A D C A B L E UN D E R G R O U N D F I B E R O P T I C OV E R H E A D F I B E R O P T I C MA N H O L E , M E T E R PE D E S T A L , M A R K E R P O S T WA T E R , U N S P E C I F I E D ( A L L T Y P E S ) MA N H O L E , M E T E R , P E D E S T A L MA R K E R P O S T , C L E A N O U T VA L V E ( A N Y ) , C H E C K , C O N T R O L CU R B B O X , H Y D R A N T , W E L L DR I N K I N G F O U N T A I N IR R I G A T I O N , U N S P E C I F I E D ( A L L T Y P E S ) MA N H O L E , M E T E R , P E D E S T A L MA R K E R P O S T , C L E A N O U T VA L V E ( A N Y ) , C I S T E R N SP R I N K L E R H E A D , W E L L SA N I T A R Y S E W E R , U N S P E C I F I E D GR A V I T Y P I P I N G FO R C E M A I N P I P I N G MA N H O L E , M A R K E R , C L E A N O U T LI F T S T A T I O N , S E P T I C T A N K , V E N T VA L V E ( A N Y ) , C H E C K , C O N T R O L ST O R M S E W E R , U N S P E C I F I E D DR A I N T I L E MA N H O L E , M A R K E R , C L E A N O U T CA T C H B A S I N ( S Q U A R E , R O U N D ) AP R O N , W / G R A T E , V A L V E ( A N Y ) PL A N S Y M B O L N O T E S 1. SE E M A T E R I A L S L E G E N D F O R T Y P I C A L E R O S I O N C O N T R O L BL A N K E T , S E E D I N G , A N D S O D D I N G S Y M B O L H A T C H P A T T E R N S CB CB LS SE P W W E E E F F F F FU E L F I I I I I IR R I I SS SS SSSS SS SS S S S S W W W W W W E C C C C PA R K B O U N D A R Y CO U N T Y B O U N D A R Y CI T Y / M U N I C I P A L B O U N D A R Y PR I V A T E B O U N D A R Y RI G H T - O F - W A Y L I N E CO N S T R U C T I O N / G R A D I N G E A S E M E N T RE S O U R C E P R O T E C T I O N E A S E M E N T TR A N S P O R T A T I O N E A S E M E N T UT I L I T Y E A S E M E N T PR O P E R T Y S E T B A C K L I N E RA I L R O A D T R A C K S TR A N S P O R T A T I O N C E N T E R L I N E UN K N O W N L I N E A R F E A T U R E ( S E E L A B E L ) GA T E , U N S P E C I F I E D AU T O M A T I C V E H I C L E A C C E S S MA N U A L V E H I C L E A C C E S S BI C Y C L E A C C E S S DO G O F F - L E A S H A C C E S S FE N C E , U N S P E C I F I E D FE N C E , S P E C I F I E D T Y P E BW = B A R B E D W I R E CL = C H A I N L I N K PS = P O S T A N D S P I N D L E SR = S P L I T R A I L WW = W O V E N W I R E EL E C = E L E C T R I C PO L E , W / G U Y A N C H O R PO S T O R B O L L A R D , G R I L L GU A R D R A I L HA N D R A I L SI G N W / S I N G L E , D O U B L E P O S T ID = S I G N C O D E TO P O G R A P H I C C O N T O U R ( M A J O R ) TO P O G R A P H I C C O N T O U R ( M I N O R ) DI T C H O R S W A L E B O T T O M ( F L O W L I N E ) DR A I N A G E A R R O W ( F L O W D I R E C T I O N ) ED G E O F N O R M A L W A T E R L E V E L FL O O D P L A I N L I N E WE T L A N D E D G E , U N S P E C I F I E D WE T L A N D E D G E , D E L I N E A T E D CO N I F E R O U S T R E E L I N E DE C I D U O U S T R E E L I N E TR E E , C O N I F E R O U S A N D D E C I D U O U S SH R U B O R B R U S H PL A N T I D E N T I F I C A T I O N L A B E L PR O T E C T ( T R E E ) RE M O V E ( T R E E ) CL E A R B R U S H ( W / I N T R E E L I N E ) SI L T F E N C E , S T A N D A R D SI L T F E N C E , H E A V Y D U T Y FL O A T I N G S I L T C U R T A I N BI O R O L L RO O T B A R R I E R RO C K C O N S T R U C T I O N E N T R A N C E PE D E S T R I A N C U R B R A M P IR O N M O N U M E N T , C O N T R O L P O I N T BE N C H M A R K , 12" I R O N M O N U M E N T TE S T P I T PL A N S Y M B O L S L E G E N D O O i ************************* ()()()()()()()() i 9 9 9 6 6 6 oooooooooooooooo k k k k RC E UT I L I T Y S Y M B O L S L E G E N D ()()()( ) ( )()() ( ) ()() ( ) ( ) ()()() ( ) F SS AB B R E V I A T I O N S AB B R E V I A T I O N S CO M M O N TO TH E CO N S T R U C T I O N IN D U S T R Y AR E PR E S E N T IN TH E DR A W I N G S . TH E FO L L O W I N G AB B R E V I A T I O N LI S T MA Y NO T BE CO M P R E H E N S I V E OF AL L AB B R E V I A T I O N S US E D . TH E CO N T R A C T O R IS RE S P O N S I B L E TO RE A D AN D UN D E R S T A N D AL L AB B R E V I A T I O N S AN D TE R M I N O L O G Y IN TH E DR A W I N G S AN D CO N T A C T TH E OW N E R ' S RE P R E S E N T A T I V E AS NE E D E D FO R AD D I T I O N A L C L A R I F I C A T I O N . AI A AM E R I C A N I N S T I T U T E O F A R C H I T E C T S AR C H AR C H I T E C T AS C E AM E R I C A N S O C I E T Y O F C I V I L E N G I N E E R S BL D G BU I L D I N G BO BO T T O M O F BP BI D P A C K A G E CD CO N S T R U C T I O N D O C U M E N T S CI P CA S T I N P L A C E O R C A S T I R O N P I P E CO N C CO N C R E T E CO N T CO N T I N U O U S CM P CO R R U G A T E D M E T A L P I P E CM U CO N C R E T E M A S O N R Y U N I T CT CO N T R A C T I O N J O I N T DE T L DE T A I L DI A DI A M E T E R DI M DI M E N S I O N DI P DU C T I L E I R O N P I P E DN DO W N EA EA C H EJ EX P A N S I O N J O I N T EL , E L E V EL E V A T I O N EN G EN G I N E E R EX , E X I S T EX I S T I N G EX T EX T E R I O R EW EA C H W A Y FE S FL A R E D E N D S E C T I O N FO FA C E O F FT G FO O T I N G FV FI E L D V E R I F Y GA L V GA L V A N I Z E D HD P E HI G H D E N S I T Y P O L Y E T H Y L E N E HT HE I G H T ID IN S I D E D I A M E T E R IN S P IN S P E C T I O N O R I N S P E C T O R IN T IN T E R I O R IN V IN V E R T JT JO I N T LO C LO C A T I O N MA X MA X I M U M MI N MI N I M U M MN MI N N E S O T A NI C NO T I N C O N T R A C T NO M NO M I N A L NT S NO T T O S C A L E OC ON C E N T E R OD OU T S I D E D I A M E T E R OH OV E R H E A D PC PR E C A S T PH PH A S E PV C PO L Y V I N Y L C H L O R I D E ( P L A S T I C ) P I P E R, R A D RA D I U S RE C RE C O M M E N D E D RC P RE I N F O R C E D C O N C R E T E P I P E RE I N F RE I N F O R C E M E N T S T E E L B A R RE Q RE Q U I R E D SE C T SE C T I O N ST D ST A N D A R D TE M P TE M P O R A R Y TO TO P O F TY P TY P I C A L UG UN D E R G R O U N D VC P VI T R I F I E D C L A Y P I P E VE R T VE R T I C A L VF Y VE R I F Y W/ WI T H W/ O WI T H O U T DESIGN ORGANIZATION: PO S T C O N S T R U C T I O N C E R T I F I C A T I O N EXISTING, TYP.PROPOSED, TYP.THE DRAWINGS ARE THE GRAPHIC AND PICTORIAL PORTIONS OFTHE CONTRACT DOCUMENTS SHOWING THE DESIGN, LOCATION,AND DIMENSIONS OF THE WORK. DISCREPANCIES IN LINE ANDSYMBOL COLOR, WEIGHT, OR CLARITY MAY EXIST. THECONTRACTOR SHALL REVIEW THE DRAWINGS FOR CONSISTENCYWITH FIELD CONDITIONS PRIOR TO BID PLACEMENT, AND NOTIFYTHE OWNER OF ANY DISCREPANCIES THAT MAY AFFECT THEEXTENT OF WORK. ST A T I O N DE S C R I P T I O N PE D E S T R I A N P A T H - P A R K DE S I G N S P E E D : ST O P P I N G S I G H T D I S T A N C E B A S E D O N : HE I G H T O F E Y E = 67 2 3 3 , 1 * ' , 6 7 $ 1 & ( § SIGNATURES AS REQUIRED AP P R O V E D : PR O J E C T M A N A G E R , T H R E E R I V E R S P A R K D I S T R I C T DE P A R T M E N T O F P L A N N I N G A N D D E V E L O P M E N T DA T E AP P R O V E D : SE N I O R M A N A G E R O F E N G I N E E R I N G OR L A N D S C A P E A R C H I T E C T U R E DE P A R T M E N T O F P L A N N I N G A N D D E V E L O P M E N T DA T E AP P R O V E D : SU P E R I N T E N D E N T TH R E E R I V E R S P A R K D I S T R I C T DA T E AP P R O V E D : AG E N C Y O R P E R S O N DA T E AP P R O V E D : AG E N C Y O R P E R S O N DA T E AP P R O V E D : DI R E C T O R DE P A R T M E N T O F P L A N N I N G A N D D E V E L O P M E N T DA T E Ma y 1 5 , 2 0 1 4 Ma y 1 5 , 2 0 1 4 NO T R E Q U I R E D NO T R E Q U I R E D NO T R E Q U I R E D NO T R E Q U I R E D BM CP F N TN M ON SHEET TITLE G001 Proj. No.TLI 1401 Issue Date 5/14/2014 Designed By JCB Drawn By NCS Checked By JCB Ma r k D a t e D e s c r i p t i o n RE V I S I O N S I H E R E B Y C E R T I F Y T H A T T H I S P L A N WA S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y R E G I S T E R E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E ST A T E O F M I N N E S O T A . DA T E 5 / 1 4 / 2 0 1 4 R E G . N O . 4 6 2 3 0 General Notes J: \ P R O J E C T S \ R e g i o n a l T r a i l s \ T L I 1 4 0 1 C R 1 9 - C R 1 0 T r a i l h e a d \ B D e s i g n \ T L I 1 4 0 1 T r a i l h e a d C D s . d w g 5/ 1 6 / 2 0 1 4 9 : 2 3 A M Pl o t t e d : 30 0 0 X E N I U M L A N E N O R T H PL Y M O U T H , M I N N E S O T A 5 5 4 4 1 DE P A R T M E N T O F D E S I G N 76 3 - 5 5 9 - 9 0 0 0 P H O N E 76 3 - 5 5 7 - 5 2 4 8 F A X Sheet 02 of 09 NA M E : J O S H U A B O W E PROJECT: LAKE INDEPENDENCE REGIONAL TRAIL TRAILEAD IN CORCORAN, MN 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 CI/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).IMPORTED 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 LAYOUT TO 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. GENERAL NOTES: BITUMINOUS PERMEABLE BITUMINOUS SURFACE CONCRETE PERMEABLE CONCRETE SURFACE MODULAR BLOCK (MANUFACTURED) PERMEABLE PAVER-TYPE SURFACE EARTH OR EXISTING IN-SITU SOILS SAND OR GRANULAR MATERIAL GRAVEL OR CRUSHED MATERIAL COBBLE OR RIPRAP OR BOULDERS GROUT METAL PLYWOOD STONE (QUARRIED AND CUT) WOOD CLEAR AND GRUB ALL VEGETATION CLEAR AND GRUB BRUSH PLACE EROSION CONTROL BLANKET PLACE SEED PLACE SOD SECTION CUT DETAIL CUT EXTERIOR ELEVATION CONSTRUCTION KEY NOTE DEMOLITION KEY NOTE WORK OR CONTROL POINT SITE SURVEY POINT TRAVERSE POINT SOIL BORING, TEST PIT REVISION TAG WITH CLOUD MATERIALS LEGEND ANNOTATION SYMBOLS LEGEND A1 A000 A1 A000 A1 A000 C5 D3 BLDG CORNER ELEV. 940.02 2 OWNER:THREE RIVERS PARK DISTRICT 3000 XENIUM LANE NORTH PLYMOUTH, MN 55441-1299 PROJECT MANAGER:JOSH BOWE, CIVIL ENGINEER THREE RIVERS PARK DISTRICT 3000 XENIUM LANE NORTH PLYMOUTH, MN 55441-1299 PHONE: 763-694-2063 FAX: 763-557-5248 EMAIL: JBOWE@THREERIVERSPARKDISTRICT.ORG PARK MAINTENANCE :SCOTT SCHMIDT SUPERVISOR THREE RIVERS PARK DISTRICT PHONE: 612-490-0843 EMAIL: SSCHMIDT@THREERIVERSPARKDISTRICT.ORG La k e I n d e p e n d e n c e R . T . T r a i l h e a d Co u n t y R o a d 1 9 & C o u n t y R o a d 1 0 , C o r c o r a n , M N 23 9 . 2 5 ' 1 ( 6 : 92.75' 6 : 37 9 . 5 0 ' 1 ( 24 7 . 5 0 ' 1 ( 13 2 . 0 0 ' 6 : 6 : 305.00' 88.50' 13 2 . 0 0 ' 1 ( 17 0 . 5 6 ' 1 ( 62. 6 4 ' 1 ( 227.59' 33' 33 . 0 0 ' 1 ( 95.66' 6 : 13 2 . 0 0 ' 6 : 13 2 . 0 0 ' 10 7 . 2 5 ' NE COR OF NE 1/4 SEC. 18, T. 119, R. 23 Hennepin Co. C.I.M. N 1/4 COR SEC. 18, T. 119, R. 23 Hennepin Co. C.I.M. EXC E P T I O N NORTH LINE OF NW 1/4 OF NE 1/4, SEC. 18, T. 119, R. 23 WE S T L I N E O F N W 1 / 4 O F NE 1 / 4 , S E C . 1 8 , T . 1 1 9 , R . 2 3 36.00' 6 : N LINE OF THE S 8 RODS 13 2 . 0 0 ' 88.50' 181.25 123.75' 128.75' found 1" iron pipe found 1" iron pipe, up 1' 33 33 concrete curb & gutter con c . BI T U M I N O U S P A T H chain link fence 1.2' south of property line 83 33 33 HE N N E P I N C O U N T Y S T A T E A I D HI G H W A Y N O . 1 9 , P L A T 3 9 HENNEPIN COUNTY STATE AID HIGHWAY NO. 10, PLAT 8 33 33 So. R/W line of CSAH No. 10 99 . 0 0 ( d e e d ) 99 . 3 1 ( m e a s ) 123.75 Dr a i n a g e , U t i l i t y , & T r a i l E a s e m e n t pe r D o c . N o . 8 6 5 1 5 4 3 Highway Easement Per Do. No. 8651543 6 ( 8 . 2 5 ' 1 ( 2319.14 1 ( EXISTING GARAGE COUNTY ROAD 10 0+00 0+50 1+00 1+50 1+61 CO U N T Y R O A D 1 9 22' - 1 " SHEET TITLE C001 Proj. No.TLI 1401 Issue Date 5/14/2014 Designed By JB Drawn By NS Checked By JB Ma r k D a t e D e s c r i p t i o n RE V I S I O N S I H E R E B Y C E R T I F Y T H A T T H I S P L A N WA S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y R E G I S T E R E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E ST A T E O F M I N N E S O T A . DA T E R E G . N O . Site Layout J: \ P R O J E C T S \ R e g i o n a l T r a i l s \ T L I 1 4 0 1 C R 1 9 - C R 1 0 T r a i l h e a d \ B D e s i g n \ T L I 1 4 0 1 T r a i l h e a d C D s . d w g 5/ 1 6 / 2 0 1 4 9 : 2 3 A M Pl o t t e d : La k e I n d e p e n d e n c e R . T . T r a i l h e a d Co u n t y R o a d 1 9 & C o u n t y R o a d 1 0 , C o r c o r a n , M N 30 0 0 X E N I U M L A N E N O R T H PL Y M O U T H , M I N N E S O T A 5 5 4 4 1 DE P A R T M E N T O F D E S I G N 76 3 - 5 5 9 - 9 0 0 0 P H O N E 76 3 - 5 5 7 - 5 2 4 8 F A X Sheet 03 of 09 N NA M E EXISTING SNOWMOBILE TRAIL, TYP.PROPOSED SNOWMOBILE TRAIL PROPOSED BITUMINOUS PROPOSED CXT 0 10 20 40 SHEET TITLE V101 Proj. No.TLI 1401 Issue Date 5/14/2014 Designed By JB Drawn By NS Checked By JB Ma r k D a t e D e s c r i p t i o n RE V I S I O N S I H E R E B Y C E R T I F Y T H A T T H I S P L A N WA S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y R E G I S T E R E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E ST A T E O F M I N N E S O T A . DA T E R E G . N O . EX CONDITIONS LAND SURVEY J: \ P R O J E C T S \ R e g i o n a l T r a i l s \ T L I 1 4 0 1 C R 1 9 - C R 1 0 T r a i l h e a d \ B D e s i g n \ T L I 1 4 0 1 T r a i l h e a d C D s . d w g 5/ 1 6 / 2 0 1 4 9 : 2 3 A M Pl o t t e d : La k e I n d e p e n d e n c e R . T . T r a i l h e a d Co u n t y R o a d 1 9 & C o u n t y R o a d 1 0 , C o r c o r a n , M N 30 0 0 X E N I U M L A N E N O R T H PL Y M O U T H , M I N N E S O T A 5 5 4 4 1 DE P A R T M E N T O F D E S I G N 76 3 - 5 5 9 - 9 0 0 0 P H O N E 76 3 - 5 5 7 - 5 2 4 8 F A X Sheet 04 of 09 NA M E 1 0 1 1 10 1 0 10 0 9 1008 101 1 1 0 1 0 COUNTY ROAD 10 9 9 999999 999999 9 9 9 9 9999999999999 0+00 0+50 1+00 1+50 1+61 CO U N T Y R O A D 1 9 SHEET TITLE C201 Proj. No.TLI 1401 Issue Date 5/14/2014 Designed By JB Drawn By NS Checked By JB Ma r k D a t e D e s c r i p t i o n RE V I S I O N S I H E R E B Y C E R T I F Y T H A T T H I S P L A N WA S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y R E G I S T E R E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E ST A T E O F M I N N E S O T A . DA T E R E G . N O . Removals Erosion Control J: \ P R O J E C T S \ R e g i o n a l T r a i l s \ T L I 1 4 0 1 C R 1 9 - C R 1 0 T r a i l h e a d \ B D e s i g n \ T L I 1 4 0 1 T r a i l h e a d C D s . d w g 5/ 1 6 / 2 0 1 4 9 : 2 3 A M Pl o t t e d : La k e I n d e p e n d e n c e R . T . T r a i l h e a d Co u n t y R o a d 1 9 & C o u n t y R o a d 1 0 , C o r c o r a n , M N 30 0 0 X E N I U M L A N E N O R T H PL Y M O U T H , M I N N E S O T A 5 5 4 4 1 DE P A R T M E N T O F D E S I G N 76 3 - 5 5 9 - 9 0 0 0 P H O N E 76 3 - 5 5 7 - 5 2 4 8 F A X Sheet 05 of 09 NA M E X XXX X 316 LF SILT FENCE SEE DETAIL ERO-8 ROCK CONSTRUCTION ENTRANCE SEE DETAIL ERO-1 REMOVE AND GRUB TREE, TYP. CONSTRUCTION LIMITS, TYP. SALVAGE AND STOCKPILE 6" TOPSOIL AT LOCATION SHOWN ON PLAN 187 CY TOTAL STOCKPILE TOPSOIL AT THIS LOCATION IN FORM OF A BERM. 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. REMOVE 46 LF B624 CONCRETE CURB AND GUTTER 0 5 10 20 N INSTALL INLET PROTECTION PER DETAIL ERO-17 SHEET TITLE C301 Proj. No.TLI 1401 Issue Date 5/14/2014 Designed By JB Drawn By NS Checked By JB Ma r k D a t e D e s c r i p t i o n RE V I S I O N S I H E R E B Y C E R T I F Y T H A T T H I S P L A N WA S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y R E G I S T E R E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E ST A T E O F M I N N E S O T A . DA T E R E G . N O . Typical Sections J: \ P R O J E C T S \ R e g i o n a l T r a i l s \ T L I 1 4 0 1 C R 1 9 - C R 1 0 T r a i l h e a d \ B D e s i g n \ T L I 1 4 0 1 T r a i l h e a d C D s . d w g 5/ 1 6 / 2 0 1 4 9 : 2 3 A M Pl o t t e d : La k e I n d e p e n d e n c e R . T . T r a i l h e a d Co u n t y R o a d 1 9 & C o u n t y R o a d 1 0 , C o r c o r a n , M N 30 0 0 X E N I U M L A N E N O R T H PL Y M O U T H , M I N N E S O T A 5 5 4 4 1 DE P A R T M E N T O F D E S I G N 76 3 - 5 5 9 - 9 0 0 0 P H O N E 76 3 - 5 5 7 - 5 2 4 8 F A X Sheet 06 of 09 NA M E L O 3" TYPE SPWEA240B BITUMINOUS PAVEMENT 6" CL. 5 AGGREGATE BASE 12" SCARIFY, DRY, AND RECOMPACT SUBGRADE MATERIAL AS DIRECTED BY OWNER. 6" TOPSOIL, TYP. MAINTAIN 10' VERTICAL CLEAR ZONE ABOVE TRAIL. TRIM TREE BRANCHES ACCORDINGLY. TR-2 TYPICAL TRAIL SECTION 8' OFF-ROAD NTS J NOTES: J 2' WIDTH AT MAX. 2% SLOPE ON SHOULDER. K 3:1 MAXIMUM SLOPE (H:V) OUTSIDE OF 2' SHOULDER. L PREFERRED 3' CLEARANCE, 2' MIN. FROM TREES OR OTHER OBSTRUCTION. M SEE PLAN SHEETS FOR TRAIL STRIPING. N 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. CL M K N 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. K TYPE SPNWB230B BASE COURSE, 2" COMPACTED THICKNESS, MIN. CL5 AGGREGATE BASE, 6" COMPACTED THICKNESS, MIN. SEED MnDOT MIX 25-141 @ 60 LB/AC, TYP. RESTORE SHOULDER AREA WITH TOPSOIL, CONFORMING TO MnDOT SPEC 3877. 6" THICKNESS, MIN. (MINIMIZE COMPACTION). EXTEND BASE 12", MIN. COMPACT EXISTING SUBGRADE. STR-3 TYPICAL RURAL BITUMINOUS ROAD SECTION NTS TYPE SPWEB240B WEAR COURSE, 2" COMPACTED THICKNESS, MIN. CL5 AGGREGATE BASE, 12" COMPACTED THICKNESS, MIN. SEED MnDOT MIX 25-141 @ 60 LB/AC, TYP. RESTORE SHOULDER AREA WITH TOPSOIL, CONFORMING TO MnDOT SPEC 3877. 6" THICKNESS, MIN. (MINIMIZE COMPACTION). 12" SCARIFY, DRY, AND RECOMPACT SUBGRADE MATERIAL AS DIRECTED BY OWNER. STR-15 TYPICAL AGGREGATE PARKING SECTION NTS 1 0 1 1 101 0 100 9 1008 1011 COUNTY ROAD 10 0+00 0+50 1+00 1+50 1+61 CO U N T Y R O A D 1 9 22 ' - 1 " 1008 1012 0+00 10 1 1 . 9 0 10 1 1 . 9 0 5 10 1 1 . 9 3 10 1 1 . 8 6 7 10 1 1 . 3 7 10 1 1 . 4 9 6 10 1 0 . 9 9 10 1 0 . 9 4 0 1+00 10 1 0 . 4 3 10 1 0 . 4 8 2 10 1 0 . 2 4 10 1 0 . 2 3 5 10 0 8 . 9 2 10 0 9 . 8 5 6 0.11% -2.23% -0.74% -1.58% GRADE BREAK STA = 0+00.00 ELEV = 1011.905 GRADE BREAK STA = 1+61.15 ELEV = 1009.680 PVI STA: 0+94.85 PVI ELEV: 1010.50 K: 19.18 AD: 1.49% . BV C S : 0 + 8 0 . 5 9 BV C E : 1 0 1 0 . 8 2 EV C S : 1 + 0 9 . 1 1 EV C E : 1 0 1 0 . 3 9 VC: 28.529 PVI STA: 0+30.11 PVI ELEV: 1011.94 K: 17.23 AD: -2.34% . BV C S : 0 + 0 9 . 9 5 BV C E : 1 0 1 1 . 9 2 EV C S : 0 + 5 0 . 2 6 EV C E : 1 0 1 1 . 4 9 HIGH PT. STA: 0+11.91 HIGH PT ELEV: 1011.92 VC: 40.309 PVI STA: 1+22.05 PVI ELEV: 1010.30 K: 30.74 AD: -0.84% . BV C S : 1 + 0 9 . 1 1 BV C E : 1 0 1 0 . 3 9 EV C S : 1 + 3 4 . 9 8 EV C E : 1 0 1 0 . 0 9 VC: 25.867 SHEET TITLE C601 Proj. No.TLI 1401 Issue Date5/14/2014 Designed ByJB Drawn ByNS Checked ByJB Ma r k D a t e D e s c r i p t i o n RE V I S I O N S I H E R E B Y C E R T I F Y T H A T T H I S P L A N WA S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y R E G I S T E R E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E ST A T E O F M I N N E S O T A . DA T E R E G . N O . Construction Plan J: \ P R O J E C T S \ R e g i o n a l T r a i l s \ T L I 1 4 0 1 C R 1 9 - C R 1 0 T r a i l h e a d \ B D e s i g n \ T L I 1 4 0 1 D r a i n a g e E x h i b i t s . d w g 6/ 1 2 / 2 0 1 4 1 : 0 9 P M Pl o t t e d : La k e I n d e p e n d e n c e R . T . T r a i l h e a d Co u n t y R o a d 1 9 & C o u n t y R o a d 1 0 , C o r c o r a n , M N 30 0 0 X E N I U M L A N E N O R T H PL Y M O U T H , M I N N E S O T A 5 5 4 4 1 DE P A R T M E N T O F D E S I G N 76 3 - 5 5 9 - 9 0 0 0 P H O N E 76 3 - 5 5 7 - 5 2 4 8 F A X Sheet 07 of 09 N NA M E BACK OF CURB PROPOSED MINOR CONTOUR, TYP. PROPOSED MAJOR CONTOUR, TYP. 10 ' S E T B A C K 20 ' S E T B A C K PROPOSED 10' WIDE SNOWMOBILE TRAIL LIGHT REFORESTATION TYP PLANTINGS, TYP. 1,300 - ,1500 SF TOTAL. BY PARK DISTRICT PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION R7-8M 12 X 18 STOP R1-1 30 X 30 INSTALL 24"x24" STEEL "TRPD TRAILHEAD PARKING LOT" SIGN. SIGN PANEL PROVIDED BY OWNER CAUTION BURIED FIBER-OPTIC UTILITY NOTE: THE SUBSURFACE UTILITY INFORMATION IN THE PLAN IS UTILITY LEVEL QUALITY " ", UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE LOCATION AND TYPE OF PRIVATE UTILITIES SHOWN ON THE DRAWINGS ARE FOR GENERAL INFORMATION ONLY! THREE RIVERS PARK DISTRICT DOES NOT WARRANT THIS INFORMATION TO BE ACCURATE OR COMPLETE. THE CONTRACTOR IN COOPERATION WITH THE APPROPRIATE PRIVATE UTILITY COMPANY IS RESPONSIBLE TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES. 1-800-252-1166 WARNING REQUIRED BY LAW CONTRACTOR SHALL CALL GOPHER STATE ONE CALL BEFORE DIGGING. D 0510 20 FURNISH AND INSTALL CONCRETE VALLEY GUTTER PER STR-2, C801 2 1/2" WHITE OAK60 ' S E T B A C K 22 ' - 1 " SE T B A C K REPLACE FRAME AND GRATE WITH NEENAH R-3360-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: x "TRPD SEED MIX" @175 LBS/AC (SEE SPECS) x MnDOT TYPE 2 (22-0-10) FERTILIZER @ 350 LBS/AC x 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. CONCRETE PAVEMENT. SEE DETAIL TR-5, INSET 'A' CNST LIMITS 9' 18 . 5 ' HAZEL 8 TOTAL 3 GALLON NANNYBERRY 5 TOTAL 3 GALLON HAZEL 5 TOTAL 3 GALLON NANNYBERRY 7 TOTAL 3 GALLON CENTERLINE ELEV. ELEV: 1011.905 CENTERLINE ELEV. ELEV: 1011.905 OF F : - 6 . 1 7 EL E V : 1 0 1 1 . 8 7 7 OF F : - 6 . 1 7 EL E V : 1 0 1 1 . 8 7 7 OF F : 6 . 5 4 EL E V : 1 0 1 1 . 9 1 5 OF F : 6 . 5 4 EL E V : 1 0 1 1 . 9 1 5 -1.00%1.00%-6.00:1 6.00:1 CENTERLINE ELEV. ELEV: 1011.867 CENTERLINE ELEV. ELEV: 1011.867 OF F : - 6 . 1 7 EL E V : 1 0 1 1 . 8 9 6 OF F : - 6 . 1 7 EL E V : 1 0 1 1 . 8 9 6 OF F : 6 . 6 9 EL E V : 1 0 1 1 . 9 0 3 OF F : 6 . 6 9 EL E V : 1 0 1 1 . 9 0 3 -1.00%1.00%6.00: 1 6.00:1 CENTERLINE ELEV. ELEV: 1011.496 CENTERLINE ELEV. ELEV: 1011.496 OF F : - 6 . 1 0 EL E V : 1 0 1 1 . 4 8 0 OF F : - 6 . 1 0 EL E V : 1 0 1 1 . 4 8 0 OF F : 7 . 4 3 EL E V : 1 0 1 1 . 1 7 7 OF F : 7 . 4 3 EL E V : 1 0 1 1 . 1 7 7 -1.00%1.00%-6.00:1 -6.00 : 1 CENTERLINE ELEV. ELEV: 1010.940 CENTERLINE ELEV. ELEV: 1010.940 OF F : - 7 . 5 4 EL E V : 1 0 1 1 . 1 9 7 OF F : - 7 . 5 4 EL E V : 1 0 1 1 . 1 9 7 OF F : 6 . 2 9 EL E V : 1 0 1 0 . 8 1 2 OF F : 6 . 2 9 EL E V : 1 0 1 0 . 8 1 2 -1.00%1.00%6.00: 1 -6.00 : 1 CENTERLINE ELEV. ELEV: 1010.482 CENTERLINE ELEV. ELEV: 1010.482 OF F : - 6 . 2 6 EL E V : 1 0 1 0 . 4 3 8 OF F : - 6 . 2 6 EL E V : 1 0 1 0 . 4 3 8 OF F : 6 . 1 8 EL E V : 1 0 1 0 . 4 3 2 OF F : 6 . 1 8 EL E V : 1 0 1 0 . 4 3 2 -1.00%1.00%-6.00:1 6.00:1 CENTERLINE ELEV. ELEV: 1010.235 CENTERLINE ELEV. ELEV: 1010.235 OF F : - 6 . 2 0 EL E V : 1 0 1 0 . 2 6 8 OF F : - 6 . 2 0 EL E V : 1 0 1 0 . 2 6 8 OF F : 6 . 7 5 EL E V : 1 0 1 0 . 2 7 9 OF F : 6 . 7 5 EL E V : 1 0 1 0 . 2 7 9 -1.00%1.00%6.00: 1 6.00:1 CENTERLINE ELEV. ELEV: 1009.856 CENTERLINE ELEV. ELEV: 1009.856 OF F : - 1 1 . 6 1 EL E V : 1 0 0 8 . 9 2 0 OF F : - 1 1 . 6 1 EL E V : 1 0 0 8 . 9 2 0 OF F : 1 1 . 7 2 EL E V : 1 0 0 8 . 8 2 3 OF F : 1 1 . 7 2 EL E V : 1 0 0 8 . 8 2 3 -1.00%1.00% -6.00:1 -6.00 : 1 CENTERLINE ELEV. ELEV: 1009.680 CENTERLINE ELEV. ELEV: 1009.680 OF F : - 9 . 9 5 EL E V : 1 0 0 9 . 0 2 2 OF F : - 9 . 9 5 EL E V : 1 0 0 9 . 0 2 2 OF F : 1 3 . 4 5 EL E V : 1 0 0 8 . 3 5 8 OF F : 1 3 . 4 5 EL E V : 1 0 0 8 . 3 5 8 -1.00%1.00% -6.00:1 -6.00 : 1 SHEET TITLE C701 Proj. No.TLI 1401 Issue Date 5/14/2014 Designed By JB Drawn By NS Checked By JB Ma r k D a t e D e s c r i p t i o n RE V I S I O N S I H E R E B Y C E R T I F Y T H A T T H I S P L A N WA S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y R E G I S T E R E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E ST A T E O F M I N N E S O T A . DA T E R E G . N O . Cross Sections J: \ P R O J E C T S \ R e g i o n a l T r a i l s \ T L I 1 4 0 1 C R 1 9 - C R 1 0 T r a i l h e a d \ B D e s i g n \ T L I 1 4 0 1 T r a i l h e a d C D s . d w g 5/ 1 6 / 2 0 1 4 9 : 2 3 A M Pl o t t e d : La k e I n d e p e n d e n c e R . T . T r a i l h e a d Co u n t y R o a d 1 9 & C o u n t y R o a d 1 0 , C o r c o r a n , M N 30 0 0 X E N I U M L A N E N O R T H PL Y M O U T H , M I N N E S O T A 5 5 4 4 1 DE P A R T M E N T O F D E S I G N 76 3 - 5 5 9 - 9 0 0 0 P H O N E 76 3 - 5 5 7 - 5 2 4 8 F A X Sheet 08 of 09 NA M E SHEET TITLE C801 Proj. No.TLI 1401 Issue Date5/14/2014 Designed ByJB Drawn ByNS Checked ByJB Ma r k D a t e D e s c r i p t i o n RE V I S I O N S I H E R E B Y C E R T I F Y T H A T T H I S P L A N WA S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y R E G I S T E R E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E ST A T E O F M I N N E S O T A . DA T E R E G . N O . DETAILS J: \ P R O J E C T S \ R e g i o n a l T r a i l s \ T L I 1 4 0 1 C R 1 9 - C R 1 0 T r a i l h e a d \ B D e s i g n \ T L I 1 4 0 1 D r a i n a g e E x h i b i t s . d w g 6/ 1 2 / 2 0 1 4 1 : 0 9 P M Pl o t t e d : La k e I n d e p e n d e n c e R . T . T r a i l h e a d Co u n t y R o a d 1 9 & C o u n t y R o a d 1 0 , C o r c o r a n , M N 30 0 0 X E N I U M L A N E N O R T H PL Y M O U T H , M I N N E S O T A 5 5 4 4 1 DE P A R T M E N T O F D E S I G N 76 3 - 5 5 9 - 9 0 0 0 P H O N E 76 3 - 5 5 7 - 5 2 4 8 F A X Sheet 09 of 09 NA M E 7' M I N . , 8 ' M A X . PA V E D S U R F A C E T O S I G N B O T T O M 6' MIN., 12' MAX. EDGE TO EDGE STR-12 TYPICAL SIGN PLACEMENT - PARK ROAD/PARKING LOT NTS CONCEAL TOP OF POST 0.5" TO 1.0", TYP. PRIMARY SIGN PANEL, TYP. INSTALL SECONDARY SIGN PANEL 1" TO 3" BENEATH THE PRIMARY SIGN PANEL, TYP. INSTALL SIGN POST VERTICALLY AND PLUMB WITH 3' - 6"MIN EMBEDMENT DEPTH, TYP.PAVED SURFACE NOTES: 1.CONFORM TO MnDOT SPEC 2564. 2.POST MATERIAL: 2.1.FIBERGLASS FILAMENT REINFORCED RECYCLED PLASTIC LUMBER POSTS. 2.2.POST LENGTH SHALL BE 13', TYP. OR LONGER, AS REQUIRED TO MAINTAIN STANDARD SIGN MOUNTING HEIGHT. 2.3.NO SPLICES ALLOWED. 2.4.APPROVED PRODUCT: FIBERFORCE ® PLASTIC LUMBER, AS MANUFACTURED BY BEDFORD TECHNOLOGY ®LLC OR APPROVED EQUAL AND MEETING THE FOLLOWING SPECIFICATIONS: 2.4.1.DIMENSIONAL 4X4 (ACTUAL DIMENSIONS 3.5"X3.5"). 2.4.2.COLOR BROWN. 3.SIGN PANEL MATERIAL: 3.1.CONFORM TO MnDOT SPEC 2564 AND 3352. 3.2.REFLECTIVE SHEETING SHALL MEET MnDOT SPEC 3352.2A2 SIGN SHEETING TYPE III. 4.SIGN MOUNTING HARDWARE: 4.1.CARRAIGE BOLTS SHALL BE 5 16"SIZE, 5" IN LENGTH A304 STAINLESS STEEL IN ACCORDANCE WITH MnDOT SPEC 3391.2E. 4.2.LAG SCREWS SHALL BE 5 16" IN SIZE, 2" IN LENGTH A304 STAINLESS STEEL IN ACCORDANCE WITH MnDOT SPEC 3391.2E. 4.3.PROVIDE NYLON WASHER BETWEEN BOLT HEAD AND SIGN PANEL. 4.4.FASTEN BOLTS WITH NYLON INSERT LOCK NUTS OF THE SAME GRADE AND MATERIAL AS THE BOLTS. 5.AUGER POST HOLES AND SET POSTS SUCH THAT SIGN FACE IS PERPENDICULAR TO ROADWAY OR PARALLEL TO PARKING LOT. 6.SUBMIT SHOP DRAWINGS AND SIGN LAYOUTS FOR ALL TRAFFIC SIGNS AND DEVICES FOR APPROVAL BY THE ENGINEER PRIOR TO FABRICATION. 7.FIELD VERIFY ALL LOCATIONS WITH THE ENGINEER PRIOR TO PLACEMENT. 4" CONCRETE PAVEMENT (NO REBAR) 6" CRUSHED CLASS 5 6" CONCRETE PAVEMENT (NO REBAR) 8" CRUSHED CLASS 5 8" CONCRETE PAVEMENT (REBAR REQUIRED) 12" CRUSHED CLASS 5 USES: 1.CONCRETE WALK, PICNIC SLAB, PARK BENCH SLAB OR ACCESS TO COMMON OPEN SPACE. 2.LOCATION ANTICIPATED TO RECEIVE INFREQUENT USE BY LIGHT MACHINERY AND/OR LIGHT VEHICLES. USES: 1.PRIVATE DRIVEWAY CROSSINGS, PEDESTRIAN CURB RAMPS AND DRINKING FOUNTAIN SLAB. 2.MODERATE USE BY LIGHT MACHINERY AND/OR LIGHT VEHCILES. USES: 1.COMMERCIAL DRIVEWAY CROSSINGS OR MAINTENANCE YARDS. 2.ANTICIPATED TO RECEIVE FREQUENT USE BY LIGHT MACHINERY AND/OR VEHICLES. 3.ANTICIPATED TO RECEIVE INFREQUENT USE BY HEAVY MACHINERY AND/OR HEAVY VEHICLES. NOTES: 1.AGGREGATE BASE SHALL CONFORM TO MnDOT SPEC 2211. 2.CONCRETE SHALL CONFORM TO MnDOT SPECS 2521 AND 2531. 3.CONCRETE SHALL BE FIBER-REINFORCED WHERE SPECIFIED OR INDICATED ON THE PLANS. ADD DISPERSIBLE, ALKALI-RESISTANT FIBERS AT A RATE OF 1.0 LB/ CY TO CONCRETE MIX OR PER FIBER SUPPLIERS RECOMMENDATIONS. AT LOCATIONS WHERE PEDESTRIAN TRAFFIC IS 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 VEHICLES IS TO BE DESIGNED SEPARATELY AND SHOWN ON THE PLANS. 5.REBAR OR WELDED WIRE MESH IS TO BE PLACED 4" ABOVE BOTTOM OF CONCRETE AND 3" FROM EDGE OF CONCRETE, (SEE PLANS) FOR REBAR OR WELDED WIRE MESH INFORMATION. 6.SEE PLANS FOR ACTUAL LOCATIONS AND DIMENSIONS OF CONCRETE PAVEMENTS. TR-5 CONCRETE PAVEMENT (TRAIL PURPOSES) NTS 6" MIN. 6" MIN. 12" MIN. EXISTING TURF EXISTING TURF EXISTING TURF REBAR OR WELDED WIRE MESH (SEE NOTE 5). IN S E T " A " IN S E T " B " IN S E T " C " ERO-1 MACHINE SLICED SILT FENCE NTS DIRECTION OF RUNO F F FABRIC ANCHORAGE TRENCH, BACKFILL TRENCH WITH TAMPED NATURAL SOIL. 30" HIGH MIN. MS, HI WOVEN GEOTEXTILE FABRIC, AS PER MnDOT SPEC TABLE 3886-1. STEEL FENCE POST, 5' MIN. POST LENGTH, 6' MAX. SPACING BETWEEN POSTS. NOTES: 1.CONFORM TO MnDOT SPECS 2573 AND 3886. 2.ATTACH FABRIC TO POSTS WITH PLASTIC ZIP TIES (50 POUND TENSILE STRENGTH, MIN). PROVIDE A MIN. (3) TIES WITHIN THE TOP 8" OF FABRIC. 3.OVERLAP GEOTEXTILE FABRIC 6", MIN. AND FASTEN AT 2' INTERVALS, MAX. 6" M I N . 24 " M I N . PO S T E M B E D M E N T PLASTIC ZIP TIES FACE POST NOTCHES AWAY FROM FABRIC. SUPPORT POST WITH IN-SITU SOIL, COMPACT ALL DISTURBED OR LOOSE SOIL TO PROVIDE STABILITY. 6" MIN. DEPTH PUBLIC R O A D ERO-8 ROCK CONSTRUCTION ENTRANCE NTS NOTES: 1.PLACE FILTER FABRIC UNDER ROCK TO RESTRICT MUD MIGRATION THROUGH ROCK. 2.ADD AND REPLACE ROCK AS NEEDED TO MAINTAIN EFFECTIVENESS OF ENTRANCE. 3.REMOVE MATERIALS AND RESTORE SITE UPON COMPLETION. PROVIDE CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE, 18" HEIGHT, MIN. 75' L E N G T H , T Y P . 50' L E N G T H , M I N . 1" - 2" WASHED ROCK WIDTH AS REQUIRED TO EXCEED VEHICLE WHEELPATHS. 3/4" PER FT.2%, TYP. 1:1 STR-2 CONCRETE VALLEY GUTTER NTS MATCH EXISTING PAVEMENT AND SUBGRADE THICKNESS OR AS DIRECTED BY ENGINEER. #4 REBAR, TYP. 6" MIN. CLASS 5 AGGREGATE 100% CRUSHED LIMESTONE QUARRY OR RECYCLED EQUAL (MnDOT 3138) 3" 3" 7" 18"18" PROTECT EXISTING BASE MATERIAL, TYP. 4" ERO-17 INLET PROTECTION - BEFORE CURB NTS FILTER ASSEMBLY RD 23 OPENINGS FOR OVERFLOW MANHOLE COVER ASSEMBLY HIGH FLOW FILTER FABRIC MANHOLE STRUCTURE POLYESTER SLEEVE FILTER ASSEMBLY RD 23 MANHOLE COVER ASSEMBLY NOTE: 1.WIMCO ROAD DRAIN RD 23 HIGH FLOW INLET PROTECTION TOP SLAB MODEL OR APPROVED EQUAL. IN-PLACE ELEVATION VIEW ISOMETRIC VIEW GEN-1 TREE INSTALLATION DETAIL NTS TRIM BRANCHES TO REMAIN NATURAL FORM OF TREE USE APPROVED TREE DRESSING ON ALL ROOT AND BRACH CUTS OVER 1/2" DIAMETER. WRAP TRUNKS GREATER THAN 2-1/4" CALIPER WITH BURLAP. 2 METAL "T" POSTS 7' IN LENGTH MAINTAIN TREE BASE AT OR SLIGHTLY HIGHER THAN EXISTING GRADE, TO ALLOW FOR SETTLEMENT. MULCH CREATE SAUCER AROUND TREE. CUT AND REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL. B&B ROOT BALL COMPACTED TOPSOIL SCARIFY BOTTOM OF PIT TO A DEPTH OF 6". 1/2" DIA. RUBBER BLACK HOSE 11 GA. GALVANIZED WIRE. COIL EACH END TIGHTLY AROUND "T" POSTS. NOTES: 1.SEE SPECIFICATIONS FOR TOPSOIL SPEC. 2.DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE. 3.WATER THOROUGHLY AFTER INSTALLATION. 4.REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION. 5.PROVIDE DRAINAGE FOR PLANTING PIT IN IMPERMEABLE SOIL. EXISTING GROUND 12" 6" THIN BRANCHES AND FOLIAGE (NOT ALL END TIPS) BY 1/3 RETAINING NORMAL PLANT SHAPE, THINNING, NOT REQUIRED ON EVERGREENS. MOUND PLANTING SOIL 4" TO FORM SAUCER REMOVE BURLAP FROM TOP 1/3 OF BALL REMOVE CONTAINERIZED PLANTS FROM THEIR CONTAINERS MIXTURE PLANTING SOIL EXISTING GRADE3" MULCH 12" 6" 12" 1 0 1 1 10 1 0 10 0 9 1008 101 1 COUNTY ROAD 10 CO U N T Y R O A D 1 9 SHEET TITLE Exh-1 Proj. No.TLI 1401 Issue Date6/13/2014 Designed ByJB Drawn ByNS Checked ByJB Ma r k D a t e D e s c r i p t i o n RE V I S I O N S I H E R E B Y C E R T I F Y T H A T T H I S P L A N WA S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y R E G I S T E R E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E ST A T E O F M I N N E S O T A . DA T E R E G . N O . Existing Drainage Condition J: \ P R O J E C T S \ R e g i o n a l T r a i l s \ T L I 1 4 0 1 C R 1 9 - C R 1 0 T r a i l h e a d \ B D e s i g n \ T L I 1 4 0 1 D r a i n a g e E x h i b i t s . d w g 6/ 1 2 / 2 0 1 4 1 : 0 9 P M Pl o t t e d : La k e I n d e p e n d e n c e R . T . T r a i l h e a d Co u n t y R o a d 1 9 & C o u n t y R o a d 1 0 , C o r c o r a n , M N 30 0 0 X E N I U M L A N E N O R T H PL Y M O U T H , M I N N E S O T A 5 5 4 4 1 DE P A R T M E N T O F D E S I G N 76 3 - 5 5 9 - 9 0 0 0 P H O N E 76 3 - 5 5 7 - 5 2 4 8 F A X N NA M E BACK OF CURB 0510 20 DRAINAGE AREAS EXISTING DRAINAGE AREA: 0.57 ACRES IMPERVIOUS SURFACE: 0 ACRES PERVIOUS SURFACE: 0.57 ACRES EXISTING AND PROPOSED DRAINAGE AREA FLOW ARROW 1 0 1 1 10 1 0 10 0 9 1008 101 1 COUNTY ROAD 10 CO U N T Y R O A D 1 9 SHEET TITLE Exh-2 Proj. No.TLI 1401 Issue Date6/13/2014 Designed ByJB Drawn ByNS Checked ByJB Ma r k D a t e D e s c r i p t i o n RE V I S I O N S I H E R E B Y C E R T I F Y T H A T T H I S P L A N WA S P R E P A R E D B Y M E O R U N D E R M Y DI R E C T S U P E R V I S I O N A N D T H A T I A M A D U L Y R E G I S T E R E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E ST A T E O F M I N N E S O T A . DA T E R E G . N O . Proposed Drainage Conditions J: \ P R O J E C T S \ R e g i o n a l T r a i l s \ T L I 1 4 0 1 C R 1 9 - C R 1 0 T r a i l h e a d \ B D e s i g n \ T L I 1 4 0 1 D r a i n a g e E x h i b i t s . d w g 6/ 1 2 / 2 0 1 4 1 : 0 9 P M Pl o t t e d : La k e I n d e p e n d e n c e R . T . T r a i l h e a d Co u n t y R o a d 1 9 & C o u n t y R o a d 1 0 , C o r c o r a n , M N 30 0 0 X E N I U M L A N E N O R T H PL Y M O U T H , M I N N E S O T A 5 5 4 4 1 DE P A R T M E N T O F D E S I G N 76 3 - 5 5 9 - 9 0 0 0 P H O N E 76 3 - 5 5 7 - 5 2 4 8 F A X N NA M E BACK OF CURB PROPOSED MINOR CONTOUR, TYP. PROPOSED MAJOR CONTOUR, TYP. 0510 20 PROPOSED IMPERVIOUS SURFACE DRAINAGE AREAS PROPOSED DRAINAGE AREA: 0.57 ACRES IMPERVIOUS SURFACE: 0.15 ACRES PERVIOUS SURFACE: 0.42 ACRES EXISTING AND PROPOSED DRAINAGE AREA FLOW ARROW COUNTY ROAD 10 CO U N T Y R O A D 1 9 1 of 2 CITY OF CORCORAN PARK CAPITAL FUND REPORT jheinecke May 15, 2014 9c. Date Park Dedication Memorial Park Maintenance Beginning Balance 2014 354,879.24 9,165.22 Jan-14 Park Dedication (Mattson)3,000.00 Mar-14 Interest earned 1.13 Apr-14 Stone & Steel (Brick Replace)(24.99) 2014 YTD ACTIVITY 2,975.01 1.13 0.00 0.00 0.00 0.00 ENDING BALANCE 357,854.25 9,166.35 0.00 0.00 0.00 0.00 CASH FUNDS PROJECT DETAIL CITY OF CORCORAN FARMERS STATE SAVINGS May 15, 2014 Savings Date Expense Interest Revenue Balance 3/2013 5.26 10,184.51 8/2013 Garden Maintenance (287.50) 9,897.01 6/2013 5.32 9,902.33 9/2013 1.65 9,903.98 10/2013 Garden Maintenance (430.00) 9,473.98 10/2013 Garden Maintenance (310.00) 9,163.98 12/2013 1.24 9,165.22 3/2014 1.13 9,166.35 (2,592.16)$ 217.57$ 11,540.94$ 9,166.35$ TOTAL