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2020-07-02 Planning Commission Agenda Packet
"U" __ CITY OF CORCORAN Corcoran Planning Commission Agenda July 2, 2020 - 7:00 pm 1. Call to Order / Roll Call Meeting Held Via Telephone/Other Electronic Means Call -in Instructions: Call: +1 312 626 6799 US 2. Pledge of Allegiance Enter Meeting ID: 894 8235 9428 Press *9 to speak during the Public Comment Sections. 3. Agenda Approval Video Instructions: Click this link: https://us02web.zoom.us/j/89482359428 OR visit www.zoom.us and enter Meeting ID: 815 4766 0164 4. Open Forum Participants can utilize the Raise Hand function to be recognized to speak during the Public Comment Sections. Participant video feeds 5. Minutes will be muted. a. Minutes — June 4, 2020* For more information on options to provide public comment visit: www.corcorammn.gov 6. New Business - Public Comment Opportunity a. Sign Variance for the Corcoran Crossroads property located at 7625 County Road 116 (PID 26-119-23-11-0013) (city file no. 20-014) i. Staff Report ii. Commission Discussion & Recommendation b. Sign Variance for property at 9350 County Road 19 (PID 07-119-23-43-0004) (city file no. 20-020) i. Staff Report ii. Commission Discussion & Recommendation c. Public Hearing. Site Plan, Conditional Use Permit and Preliminary Plat for Eagle Brook Church on property located at the northwest corner of Hackamore Road and CR 101 (PID 36-119-23-44-0008, 36-119-23-44-0010, 36-119-23-44-0009, 36-119-23-44-0013, 36-119- 23-44-0014) (city file no. 20-023) i. Staff Report ii. Open Public Hearing iii. Close Hearing iv. Commission Discussion & Recommendation d. Final PUD Development Plan for Bellwether 5th Addition (PID 0-119-23-43-0011) (city file no. 20-024) i. Staff Report ii. Commission Discussion & Recommendation 7. Reports/Information a. Planning Project Update* b. City Council Report* — Council Liaison Schultz c. Other Business *Includes Materials - Materials relating to these agenda items can be found in the House Agenda Packet by Door. 8. Commissioner Liaison Calendar City Council Meetings 7/9/20 7123/20 8113/20 8127/20 9110/20 9124/20 Vehrenkamp Wu Shoulak Jacobs Dickman Vehrenkamp 9. Adjournment Due to the COVID-19 health pandemic, the Planning Commission's regular meeting place is not available and is not open to the public. Pursuant to Minnesota Statute 1313.021 the one or more members of the Planning Commission may participate by telephone or other electronic means. *Includes Materials - Materials relating to these agenda items can be found in the House Agenda Packet by Door. 5a. CITY OF COVCOV,-,AV Corcoran Planning Commission Minutes June 4, 2020 - 7:00 pm The Corcoran Planning Commission met on June 4, 2020 at City Hall in Corcoran, Minnesota. Present via telephonic or other electronic means were: Chair Jacobs, Commissioner Wu, Commissioner Dickman, Commissioner Shoulak, and Commissioner Vehrenkamp. Also present via telephonic or other electronic means were: City Administrator Martens, City Planner Lindahl, and Council Liaison Schultz. Compliance Official Pritchard was present at City Hall. 1. Call to Order / Roll Call Chair Jacobs called the meeting to order at 7:01 pm. 2. Pledge of Allegiance 3. Agenda Approval Motion made by Vehrenkamp seconded by Dickman to approve the agenda with the removal of Agenda Item 6d. Voting Aye: Jacobs, Wu, Dickman, Shoulak, and Vehrenkamp. (Motion carried 5:0) 4. Open Forum — NONE 5. Minutes a. Minutes — May 7, 2020 Motion made by Wu seconded by Vehrenkamp to approve the agenda with correction to voting on item 6a. Voting Aye: Jacobs, Wu, Dickman, Shoulak, and Vehrenkamp. (Motion carried 5:0) 6. New Business a. Public Hearing. Park Dedication Ordinance Update (20-004) i. Staff Report — Planner Lindahl presented her staff report. ii. Open Public Hearing — Chair Jacobs opened the public hearing. NONE iii. Close Hearing Motion made by Wu seconded by Shoulak to close the public hearing. Voting Aye: Jacobs, Wu, Dickman, Shoulak, and Vehrenkamp. (Motion carried 5:0) iv. Commission Discussion & Recommendation — Staff clarified Park Dedication is based on actual/ fair market value. Motion made by Dickman seconded by Wu to recommend approval of the resolution as presented. Voting Aye: Jacobs, Wu, Dickman, Shoulak, and Vehrenkamp. (Motion carried 5:0) b. Public Hearing. Preliminary Plat for Kariniemi Addition (PID 33-119-23-22-0004 and 33-119- 23-21-0001) (city file 20-016) i. Staff Report — Planner Lindahl presented her staff report. ii. Open Public Hearing — Chair Jacobs opened the public hearing. Two public comment letters were received prior to the meeting. Andrew Wyffels, 6840 Rolling Hills Rd, shared concerns with the private drive, including setbacks, snow storage and crop kill, ditch location and drainage, especially regarding existing drain tile disturbance, as well as dust control. He also asked form clarification regarding septic sites, Lot 4 access and development rights. Mr. Wyffels also stated that the development was denser than the surrounding area. Armand Brachman, 6855 Rolling Hills Rd, shared concerns with calculating development rights from wetland areas. He also shared concern with allowing a private driveway vs. a city street. He shared that septic sites might be challenging in the area as other neighbors had issues locating septic sites. Mr. Brachman also stated that the development is out of character for the surrounding area. Donovan Demarais, 26175 Birch Bluff La. Excelsior, (Realtor, Partner Developer of Rolling Hills Acres) shared that the subdivision was a surprise and not conveyed by the purchaser. He also shared concerns about drainage and run-off as well as the driveway and septic sites/soil conditions. Phillip Kothrade 6627 Co Rd 5, Annandale, (Developer of Rolling Hills Acres) shared concerns with existing drain tile and the private drive including location, ditch and setback from the property line. He said the development is out of character for the area and that transfer of development rights creates burden on other properties. He also shared concern with septic sites. Mark Radintz, 6890 Rolling Hills Rd, stated he is currently building his home on Lot 1 Rolling Hills Acres and agrees with the other concerns shared. He is concerned about his elevations and how this development may impact his drainage. Nate Kariniemi, 19927 Larkin Rd, Applicant/developer, stated the development would meet or exceed code, the private drive would be built to City standards, and the stormwater management and wetland delineation were approved. He stated the there is a septic application pending with Hennepin County. Mr. Kariniemi also stated he grew up and still lives in Corcoran and would be open for discussion with anyone. iii. Close Hearing Motion made by Vehrenkamp seconded by Shoulak to close the public hearing. Voting Aye: Jacobs, Wu, Dickman, Shoulak, and Vehrenkamp. (Motion carried 5:0) iv. Commission Discussion & Recommendation -Staff clarified and answered questions raised during the public hearing: The applicant still has a number of conditions to address as part of approval; private drives are allowed per City Code; development rights can be reassigned when platting and an OSP could allow this number to double; septic is reviewed by Hennepin County prior to plat approval; HOA will be required for private drive. The Commission discussed development rights and calculation based on buildable acreage vs. non -buildable as well as the "transfer" of rights. The Commission inquired about access to the 40-acre property. Staff stated they had access to the east for the existing homestead and that any new access would most likely require wetland fill and that there is currently no approval for this. Staff briefly clarified the wetland fill process. The Commission discussed driveway design/construction and drainage and shared concerns that there wasn't enough information provided. They discussed that even though they approve the plat, the conditions would need to be met prior to release and construction; staff confirmed and shared that this has been a Council policy, to keep applications moving through the process (with conditions) rather than holding the application up. Staff also clarified the final plat process and how conditions are resolved and that this application had several conditions prior to final plat. Motion made by Jacobs seconded by Wu to recommend approval of the resolution as presented. Voting Aye: Jacobs, Wu, Dickman, Shoulak, and Vehrenkamp. (Motion carried 5:0) c. Public Hearing. Spanier Conditional Use Permit and Variance for the Property located at 10580 Cain Road (PID 02-119-23-23-004) (city file no. 20-019) i. Staff Report — Planner Lindahl presented her staff report. ii. Open Public Hearing — Chair Jacobs opened the public hearing. NONE iii. Close Hearing Motion made by Wu seconded by Dickman to close the public hearing. Voting Aye: Jacobs, Wu, Dickman, Shoulak, and Vehrenkamp. (Motion carried 5:0) iv. Commission Discussion & Recommendation — The Commission briefly discussed the setback non -conformity and that it would not expand. Motion made by Shoulak seconded by Wu to recommend approval of the resolution as presented. Voting Aye: Jacobs, Wu, Dickman, Shoulak, and Vehrenkamp. (Motion carried 5:0) d. Sign Variance at 9350 CR 19 (city file 20-020) REMOVED Chair Jacobs called a five-minute recess. (9:05) Chair Jacobs called the meeting back to order at 9:10pm. e. Public Hearing. Comprehensive Plan Amendment, Rezoning, Preliminary Plat and Preliminary PUD Development Plan for "Tavera" (PID 35-119-23-44-0001, 35-119-23-11-0001, 35-119-23- 12-0002, 35-119-23-41-0001 and 35-119-23-43-0001) (City File 20-017) i. Staff Report — Planner Lindahl presented her staff report. ii. Open Public Hearing — Chair Jacobs opened the public hearing. One public comment letter was received prior to the meeting. Paul Tabone, Lennar, Applicant/Developer, gave an overview of the project and PUD request and thanked the Commission and staff and stated he was available for questions. Mark Lanterman, 6936 Oakridge Dr., referenced his public comment letter and reiterated his concerns with lot size and the PUD vs. variance process. He stated that a PUD should be treated the same as a variance and the plat should be required to meet code. Mr. Lanterman also referenced information included in his letter regarding a 2014 federal investigation and $13.2 M settlement for violations of the False Claims Act for originating and writing bad loans. Greg Hoglund, 19220 Hackamore Rd, shared concerns with the City's website and the packet being too large to download and the location. He also asked for information on eminent domain process for the sewer route. He also shared his opinion that the development would be approved in a 5:0 vote. Nick Ashworth, 4760 Medina Lake Dr, shared concerns with density and that it should be lower. iii. Close Hearing Motion made by Vehrenkamp seconded by Jacobs to close the public hearing. Voting Aye: Jacobs, Wu, Dickman, Shoulak, and Vehrenkamp. (Motion carried 5:0) iv. Commission Discussion & Recommendation — At the request of the Commission, Staff clarified and answered a few questions: Staff clarified that the PUD and variance processes and requirements are distinctively and legally different and that a PUD does not need to meet variance standards per Code. The Commission is reviewing the application not the applicant and therefor the lawsuit is not relevant. Staff thanked Mr. Hoglund for the website comments and stated that eminent domain has not been voted on/finalized by the City Council. Mr. Lanterman asked for the floor and it was granted by Chair Jacobs. Mr. Lanterman stated that he believes his comments are relevant. The Commission asked Lennar for more information about their neighborhood meetings, why there was no amenity center proposed as well as cul de sac design and rear setback flexibility. Mr. Tabone stated neighborhood meetings had approximately 10-15 attendants and included questions on landscaping, drainage, stormwater, traffic, product type and design, as well as the referenced lawsuit. Rear setback flexibility is being requested to allow decks to be included. Mr. Tabone stated they are focusing on more natural amenities in lieu of a club house. They elected to leave out the cul de sac islands to simplify the plan as they were found to be problematic in construction and maintenance. Commissioner Vehrenkamp thanked Lennar for the work they've done to provide open space and conserve natural areas. Staff clarified the Theis parcel is included with the project. The Commission asked if allowing flexibility would set precedence. Staff clarified that PUD is unique to this project only and does not create or set precedence for other projects. The Commission shared concerns with tree preservation, fragmented ecologically significant areas and forests, preserving rural/natural character, as well as the possibility of requiring a conservation easement. The Commission discussed if there is enough benefit vs flexibility for the PUD. Buffering and screening was discussed, including the use of berms, larger trees, and more landscaping/existing natural landscape preservation, including working with and landscaping on neighboring properties. The Commission discussed the garage flexibility and the "gateway" sign. Paul Tabone responded that they could work with their landscape architect to address buffering in specific areas but that planting off their property is very difficult. Paul stated the topography and wetlands play a part in the site design as well as meeting Met Council density. These numbers could not be met without townhomes and twin homes and smaller lots. Paul clarified garage flexibility as well as setbacks. He also discussed grading and their reasoning for their request for early grading. Motion made by Wu seconded by Shoulak to recommend approval of all resolutions with amendments to the PUD resolution to add condition 54 requiring cul de sac islands, revise condition 34c. to require a conservation easement and add condition 35 to require additional landscaping and buffering to multiple lots. Voting Aye: Wu, Shoulak, and Vehrenkamp. Voting Nay: Jacobs and Dickman. (Motion carried 3:2) 7. Reports/Information a. Planning Project Update — Information only. b. City Council Report — Council Liaison Schultz updated the Commission on Council activities. a. Other Business — The Commission discussed tree preservation ordinance. Staff reminded the Commission of the July 2 meeting and confirmed attendance. 8. Commissioner Liaison Calendar City Council Meetings 6/11/20 6/25/20 7/9/20 7/23/20 8/13/20 8/27/20 Jacobs Dickman Vehrenkamp Wu Shoulak Jacobs 9. Adjournment Motion made by Shoulak seconded by Wu to adjourn. Voting Aye: Jacobs, Wu, Dickman, Shoulak, and Vehrenkamp. (Motion carried 5:0) Meeting adjourned at 12:47am, Friday June 5, 2020. Submitted by Mike Pritchard Code Compliance Official Agenda Item: 6.a. L A N D F O R M From Site to Finish • 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 www.landform.net TO: Corcoran Planning Commission FROM: T.J. Hofer through Kendra Lindahl, Landform DATE: June 25, 2020 for the July 2, 2020 Planning Commission Meeting RE: Corcoran Crossroads Marketplace Variances for the Property located at 7625 Co Rd No 116 (PID 26-119-23-11-0013) (city file no. 20-014) 60-DAY REVIEW DEADLINE: July 31, 2020 1. Application Request The applicant has requested approval of variances to exceed the total allowed sign area and to allow a second dynamic display. The applicant will also require a variance for the construction of the new canopy. The existing canopy is a legal, nonconforming structure that could be expanded, but the application's plan to remove and rebuild the canopy eliminates the legal, non -conformity. 2. Context Zoning and Land Use The property is in the Neighborhood Commercial (C-1) District and is guided Commercial on the Future Land Use Map. Surrounding Properties The surrounding properties are also zoned Neighborhood Commercial (C-1) and guided Commercial. Natural Characteristics of the Site There are no relevant natural characteristics or resources near the site. Compliance with Minnesota Statutes Staff notes that Section 1030 of the Corcoran City Code is not in compliance with the Minnesota State Statute §462.357 Subd. 1 e. Staff has reviewed this application using the standards set forth within the Minnesota Statutes. Landform", SensiblyGreeO and Site to Finish' are registered service marks of Landform Professional Services, LLC. • • • • 3. Analysis of Request The applicant recently purchased the property and is making improvements as part of a rebranding of the Corcoran Crossroads gas/convenience store. Sian Variance The applicant is requesting a variance to exceed the total allowable wall sign area and to allow the use of two dynamic displays on the site. The code allows for wall sign area equal to 10% of the primary building face. The primary building face is 980 sq. ft., which allows for 98 sq. ft. of wall sign area. The applicant is proposing 154.93 sq. ft. of sign area, which includes the existing wall sign on the primary building face, the proposed Marathon Channel Letter sign on the canopy and the proposed two dynamic displays. The site currently has approximately 158 sq. ft. of wall signage. The code also restricts a use to one dynamic display and the applicant is proposing the use of two. Section 1070.040 of the Zoning Ordinance describes the variance process and standards. 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. The site currently exceeds the amount of wall signage permitted by ordinance. The existing building signage totals 93 sq. ft., which would leave only five sq. ft. for the canopy signage. The canopy currently has approximately 65 sq. ft. of signage. The applicant is requesting a variance to allow two dynamic price signs. With only one dynamic display the canopy would only be able to advertise to traffic traveling one way along County Road 116. Currently, the canopy has a dynamic display on both the north and south side of the structure. This allows traffic coming from either way to identify the site as a motor fuel station and see the prices available. The same effect could be achieved by a free-standing sign, but given the proximity to County Road 116, a free standing sign would likely need to occupy the right-of-way. 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 parcel is located along County Road 116, where some of the largest setbacks are required in the City. This limits the amount of space available for sign placement and this requires that more wall signage be made available. Another gas station is unlikely to be constructed along the road, and if it were, it would be subject to the setbacks that are established then and could plan for more freestanding signage. Many businesses are not required to advertise with immediate pricing, but fuel stations are expected to advertise to potential customers at all time. The area that would normally house a freestanding sign with a dynamic display on both sides is within the right-of-way of County Road 116, and is not able to be used. Spanier CUP and Variance (20-019) June 4. 2020 • • • • 3. That the granting of the variation will not alter the essential character of the locality. The sign area will not be altered significantly from what the site currently has today and therefore does not alter the character of the locality. The existing canopy has two dynamic displays on it, and the applicant is looking to repeat this. It will not alter the character of the locality. 4. The proposed variance would be in harmony with the general purposes and intent of the Ordinance. The intent of the Code is to limit the amount of signage so that the signage does not become a public nuisance. The proposed variances will maintain what currently exists now. 5. The variance is consistent with the Comprehensive Plan. The Commercial land use is intended to allow business in areas where sewer and water are available. Approving the variance will allow the business to grow and expand its service while maintain the business's ability to advertise to its potential customers. The Commercial land use is intended to use the adopted Design Guidelines and updating the current signs to a more modern style will accomplish this. 6. The City may impose conditions on the variance to address the impact of the variance. The design and size of the building is comparable to other fuel station canopies and staff believes there are no adverse impacts to the surrounding property owners. Setback Variance The existing canopy on the site is a legal, nonconforming structure as it does not meet the front setback requirements. The applicant plans to demolish and construct a new larger canopy. Staff notes that the City Code has not been updated since Minnesota Statutes §462.357 Subd. le. was updated in 2004 to regulate the rights of a legal, nonconforming uses and allowed repair, replacement, restoration, maintenance, but not expansion of the legal non -conforming structures. This is an expansion of the existing canopy size and is not simply restoration of a legal non- conforming structure; therefore, the legal, non -conforming status is lost and a variance is required. Constructing the new canopy will require an additional variance. The applicant is requesting a variance to construct a structure within the setbacks from County Road 116. The code requires a 100-ft. setback from the right-of-way of County Road 116. The applicant has proposed construction of the canopy 30.9-ft. setback where a 29.5-ft. setback currently exists. Section 1070.040 of the Zoning Ordinance describes the variance process and standards. The burden of proof is on the applicant to show that all of the following criteria have been met: Spanier CUP and Variance (20-019) June 4. 2020 • • • • 1. That there are practical difficulties in complying with the Zoning Ordinance. The 100-ft. setback from County Road 116 creates a practical difficulty due to the size of the lot. The lot is approximately 200-ft. deep and enforcing the 100-ft. setback would render over half the lot unusable. The lot could not be used for the intended use of a motor fuel station with the 100-ft. setback as the canopy could not be built and the canopy is required for the use. The new canopy would be no closer to the front setback than the existing structure. 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 parcel is located along County Road 116, where some of the largest setbacks are required in the City. This limits the amount of space available for the placement of the canopy. Another gas station is unlikely to be constructed along the road, and if it were, it would be subject to the setbacks that are established then and would be required to build on an appropriately sized lot to accommodate the required structures. 3. That the granting of the variation will not alter the essential character of the locality. The canopy will be set back further than it is now and will increase in size, but will not alter the character of the locality significantly. 4. The proposed variance would be in harmony with the general purposes and intent of the Ordinance. The intent of the Code is to establish a corridor along County Road 116 where buildings can be placed. Enforcing the setback would ultimately render the lot unusable and would set the building considerably further back than neighboring properties. 5. The variance is consistent with the Comprehensive Plan. The Commercial land use is intended to allow business in areas where sewer and water are available. Approving the variance will allow the business to grow and expand its service and serve more customers. The Commercial land use is intended to use the adopted Design Guidelines and updating the current signs to a more modern style will accomplish this. 6. The City may impose conditions on the variance to address the impact of the variance. The design and size of the building is comparable to other fuel station canopies and staff believes there are no adverse impacts to the surrounding property owners. Spanier CUP and Variance (20-019) June 4. 2020 • • 4. Conclusions • • The Planning Commission must first determine if the variance standards have been met. If the Commission finds that the variance standards have been met, they may recommend approval of the variances. If the Planning Commission finds that the variance standards have not been met, they should recommend denial of the requests. 5. Recommendation Staff recommends approval of the resolution approving the variance for exceeding the total wall sign area and the allowance of two dynamic displays and the variance to allow for a reduced setback. Attachments 1. Draft Resolution approving Variances 2. Site Location Map 3. Applicant's Narrative dated June 1, 2020 4. Site Plan received May 27, 2020 5. Site Renderings received June 1, 2020 Spanier CUP and Variance (20-019) June 4. 2020 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2020-XX Motion By: Seconded By: July XX, 2020 APPROVAL OF VARIANCES TO EXCEED TOTAL WALL SIGN AREA, ALLOWTWO DYNAMIC DISPLAYS AND ALLOW A REDUCED SETBACK FROM THE CANOPY AT THE PROPERTY LOCATED AT 7625 CO RD NO 116 CORCORAN, MN 55340 (PID 02-119-23-23-0004) (CITY FILE NO. 20-019) WHEREAS, Mahant, LLC. is requesting approval of a variance to allow for the construction of signs that exceed the total wall sign area allowed, allow two dynamic displays and allow a reduced canopy setback at the property described as follows: See Attachment A WHEREAS, the Planning Commission has reviewed the variance at a duly called public meeting and recommends approval. 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 variance and conditional use permit approval, subject to the following findings and conditions: Approval is granted to allow for the construction of a replacement gas canopy as shown on application and plans received by the City on April 8, 2020 and revisions received on April 17, 2020, April 24, 2020, May 18, 2020, May 27, 2020 and June 1 2020, except as amended by this resolution. 2. A variance to allow for more wall sign area than is allowed and two dynamic displays, is approved subject to the following findings: a. There are practical difficulties for the applicant in complying with the Zoning Ordinance. The site currently exceeds the amount allowed. The existing signage after the demolition of the canopy leaves only five square feet of wall signage. Without two dynamic displays the property has no ability to advertise to the northbound and southbound traffic at the same time. b. The conditions upon which the variance request is based are unique to this parcel due to there being no other fuel stations located along County Road 116. Fuel stations have a unique need for signage. c. The variance will not alter the essential character of the locality. The proposed variance will essentially reconstruct what already exists. d. The variance is in harmony with the general purposes and intent of the Ordinance and the standards for the C-1 District. e. The sign area will be greater than allowed and the second dynamic display will be more than is allowed, but is otherwise consistent with the Comprehensive Plan. The Page 1 of 4 City of Corcoran July XX, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-XX variance is consistent with the commercial nature of the zoning district. 3. A variance to allow a 30.9-foot setback from County Road 116 where 100 feet is required, is approved subject to the following findings: a. There are practical difficulties for the applicant in complying with the Zoning Ordinance. The site is restricted due to setbacks from County Road 116. Enforcing the setbacks would render the site unusable for the proposed use due to the depth of the lot. b. The conditions upon which the variance request is based are unique to this parcel due to there being no other fuel stations located along County Road 116. Fuel stations have a unique need for additional structures. c. The accessory structure will not alter the essential character of the locality. The proposed variance will essentially reconstruct what already exists and expand it. d. The accessory structure is in harmony with the general purposes and intent of the Ordinance and the standards for the C-1 District. e. The structure is proposed to be set further back than currently exists and supports a use consistent with the Comprehensive Plan. The variance is consistent with the commercial nature of the zoning district. 4. A building permit is required prior to beginning construction of the canopy. 5. Prior to issuance of building permits, the applicant/landowner must record the approving resolution at Hennepin County and provide proof of recording to the City. 6. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use and the required improvements. Page 2 of 4 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2020-XX VOTING AYE ❑ Thomas, Ron ❑ Bottema, Jon ❑ Dejewski, Brian ❑ Anderson, Thomas ❑ Schultz, Alan July XX, 2020 VOTING NAY ❑ Thomas, Ron ❑ Bottema, Jon ❑ Dejewski, Brian ❑ Anderson, Thomas ❑ Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this XX,d day of July 2020. Ron Thomas - Mayor ATTEST: City Seal Jessica Beise — City Clerk/ Administrative Services Coordinator Page 3 of 4 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2020-XX Attachment A July XX, 2020 That part of the Northeast Quarter of the Northeast Quarter of Section 26, Township 119, Range 23 Hennepin County, Minnesota described as follows: Commencing at the northeast corner of the Northeast Quarter of said Section 26; thence Southerly along the east line thereof 553.25 feet to the point of beginning; thence Westerly at right angles 242 feet; thence Southerly at right angles 102.75 feet; thence Easterly at right angles 242 feet to the east line of said Northeast Quarter, thence Northerly along said east line 102.75 feet to the point of beginning. Except Road. Page 4 of 4 Legend Hennepin County Natural Resources Map FEMAFloodplains-100Year Date:6/25/2020 Z A AE FLOODPLAIN I r i r Y i AH AO jk Ej AE FLOODWAY #o Wetlands �' s Potential Wetland - HCWI Probable Wetland - HCW I Probable Wetland - NWI 4 I .#�I r r� �� � - �' '-` ;�� Ali �:r� r f`'�J 111 I '� �'1�' I �11 ! I I , • I �.• . PID: 2611923110013 Address: 7625 CO RD NO 116, Comments: 1 inch = 200 feet " A CORCORAN Owner Name: MAHANT LLC This data () is fumished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with Acres: 0.48 no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injuryor loss resulting from this data. COPYRIGHT ©HENNEPIN COUNTY 2020 Corcoran % Crossroads Marketplace Food Deli Fuel LOCALLY OWNED // COMMUNITY SUPPORTER DATE: 06/01 /2020 VARIANCE REQUEST LETTER. To: City of Corcoran, MN From: Mahant LLC / 7625 County RD 116, Corcoran, MN-55340 CC: Kendra Lindahl, AICP, LANDFORM MAHANT LLC, is the current owner of the property/ gas station located at 7625 county rd 116, Corcoran, MN-55340. As new development comes to the surrounding area, community is requesting us to bring Biodiesel and non- oxy fuel at this site. To support the community, we would like to add pumps for additional dispensing capacity to satisfy customers' needs. As we have gone through preliminary requirements including site survey and scope of work with the city staff members to add one dispenser in addition to two existing 2 dispensers. In addition, we will be adding an underground 20000gallon fuel tank with multiple compartments. To make this project possible, we will be required to demolish existing canopy and replace it with new canopy. This plan is also aimed to maintain safe access to the pump by public and will also comply with the current and upcoming standards. Our objective is with this variance request is an effort to build the front structure of the property with modern canopy and new dispensers to serve the community's need while considering customers safety and maintaining current and upcoming requirements. Our Requests are as follows. 1. Dynamic Gas price sign Display: Currently we have two dynamic display signs on the canopy, one on the north side of the canopy and another on the south side of the canopy. Community and traffic find this convenient as they are used to such display. If only one dynamic display is allowed, the traffic moving in one direction will be able to see the sign. This will create lots of inconvenience to the traffic coming from other direction. In addition to the inconvenience, this can also be a safety concern as it may distract the drivers trying to look for the gas price while driving in opposite direction. In addition, as a business owner, we like to make sure that dynamic displays are properly displayed and conveniently visible to the customer in the competitive market. Considering all these reasons, ideally, we would like to maintain the same dynamic display we currently have. However, per ordinance mentioned in your letter, only one dynamic display is allowed. So, we would like City council to consider our request for variance to allow 23.86 sq. ft. display sign (which will include gas and diesel price display) each to the north and south side of the canopy, which is less than the total current display sign on the canopy. In general, in most gas station, in addition to one standard dynamic display sign permitted under section 84.05, gas stations in any district are permitted to display one additional 12 square foot dynamic display as one wall sign or freestanding sign. This means, if we have free standing MID sign, the ordinance will allow additional dynamic display sign. However, since the property is close to highway, it will be difficult to have MID sign because of the safety reason. So, in lieu of this option, we would appreciate if you can consider addition dynamic sign option sign on the option. 2. Exceed total allowable sign area: The front side building area is 14' x 70'= 980 sq. ft., which will permit 98 sq. ft of signage for the business as per city ordinance. We would like to keep the existing signs on the front side of the building, which is 93 sq. ft. because these 93 sq. ft. signs mainly covers the name of the business and important products, which is common for any business. This means only 5 sq. ft. spare space is available for sign area on the canopy to advertise gas price which is practically not possible. All these signs are essential to the success for gas station and c-store type business. As keeping business name sign as the owner of the business and community take prides in the name of "Corcoran Crossroads Marketplace" Which has been historical and well respected in the community. Therefore, removing the business sign may adversely affect business as well as emotions of the community. Considering all these crucial factors it's not possible to remove the existing business sign. While we respect the ordinances defined by the city for the display sign, considering above mentioned practical difficulties, we are requesting to the city council to allow proposed sign as to describe below. Existing Building sign: Corcoran Crossroads Sign 36'*25' = 75 Sqft Java Sign 3'*3' = 9 sqft Crossroads Deli Sign: 3'*3'= 9 Sgft Total Sign area on Building: 93 sgft Corcoran Crossroads (9 marketpla" Purposed sign on Canopy: 2 Gas & Diesel Price Canopy price sign: 11.88 Sqft each *4 QTY = 47.52 Sqft. . K"" =I= KOMI North Side I I South Side AAARATF1oN ■ Marathon Channel Letter: 15" *138" = 14.38 sqft Total Sign area on Canopy: 61.90 sqft. Total sign area including canopy and front part of the building= 154.93 sq.ft. We hope you agree with our request for the variances and will be able accept our proposal per above mentioned explanation. We sincerely think that this project will be better for our community and better for the business. We appreciate your time and efforts you are putting in reviewing this application. We will be open to work with you, if you have any specific suggestions to make this project successful. Thank you, Sincerely yours, RAJ Patel For Corcoran Crossroads Marketplace SITE PLAN SURVEY FOR: 973.5 973.3 Cast Iron Monument - - - - - - - - - - - - - - - - - - - - ------------------------ - - - -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 970.3 NE CORNER OPT!-IENEI/40FSEC 26 I .I I I i I I I I I I � I I I I I I I I � LI I I WI I I I I of I Z' I l -STORY METAL BUILDING 977.5 9774 I 977.1 No. l 9905 � I 12Z7.4 97.8 oil _-----_ 976. l 976.2 -------976----------------- __--------_-- x x '-N 975.4 -----_ 976.2 _- 9�6.-- 975.7 o Guy 242.00 _ _ t � 01 rl s �0° Gu Anchor 975.5 N 89044'46" W 202M. 976ao tcc --- i Anchor tpe cped 975.0 975.2 GAS GAS - - - 975.96 975.8 1r9776 a�na,/- 976. l - - --- �I roweri ia° Aec. ° a Concrete necIrPetCurb, rb 4d° N deti� rhPole Powe ° 9�75.3 W ° Cod ad Wires W ° n III N Power Pole ��cQ° ° W W °° °d ® ° pU W W �Po% d40 ° Prop. propane d faG Sanitary Manhole dispenser ° ° 50 rim=974.0/ d a °974.n o% QG OGr° 40 m 974.7 975.3 975.E tcc.° Il l8.8 d 60.4 x x975.E ° 975.5 ° m ° ° d 975"8 30.91 7A'17 �Iter ° ®° i °I0 ° d d ° 24,G rop. 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Co. coord. MAHANT, LLC 7625 County Road No. 116 Corcoran, MN 55340 Legal Description That part of the Northeast Quarter of the Northeast Quarter of Section 26, Township 119, Range 23 Hennepin County, Minnesota described as follows: Commencing at the northeast corner of the Northeast Quarter of said Section 26; thence Southerly along the east line thereof 553.25 feet to the point of beginning; thence Westerly at right angles 242 feet; thence Southerly at right angles 102.75 feet; thence Easterly at right angles 242 feet to the east line of said Northeast Quarter; thence Northerly along said east line 102.75 feet to the point of beginning. Except Road. Zoning Information Property Currently Zoned: C-1, Neighborhood Commercial Zoning Ordinance Requirements: Building Setbacks Front, from Major Roadways - 100 feet Front, from all other streets - 25 feet Side Yard - 20 feet Rear Yard - 20 feet Maximum principal building height - 35 feet Maximum building size - 50,000 sq.ft Maximum impervious surface coverage - 80% Minimum Lot Size - 25,000 sq.ft (single -tenant building) Minimum Lot Width - 100 feet Minimum Lot Depth - 200 feet Refer to City code for condition requirements. Miscellaneous Notes OProperty Address: MN 1 7625 County Road No. 116, Corcoran, MN 55340 MN 2 Property Identification Number 26-119-23-11-0013 MN 3 MN 4 SCALE I N FEET MN 5 0 20 40 60 MN 6 Legend GAS Gas Main UT Underground Communications uE Underground Electric < Sanitary Sewer Storm Sewer - I Watermain -W Overhead Wires Denotes Found Iron Monument O Denotes Iron Monument Set (9 Bollard Light �S Power Pole Hydrant 0 Sanitary Manhole Q Storm Manhole 0 Water Manhole ® ® Catch Basin tped 0 Telephone Pedestal Riser cped © Cable Pedestal Riser Q Electric Box or Transformer © Gas Storage Tank Cover MN 7 Total Area of Parcel = 20,756 sq.ft Benchmark: Global Positioning System Property is in Flood Zone "X" (an Area of minimal flooding) per FEMA Flood Zone Map No. 27053C0158F, dated 11/04/2016. This survey was prepared without the benefit of current title work. Differences in description, easements and encumbrances may exist that may alter this survey. Survey subject to change upon current title insurance commitment. Proposed Hardcover Lot Area 20,756 sq ft Bullding 4,263 sq ft Pavement l 4,665 sq ft Total l 8, 926 sq ft Percentage 9 1. 19% Certification I certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed land Surveyor under the laws of the State of Minnesota. Prepared this 30th day of March 2020. 4/3/2020 prop canopy location 4/7/2020 prop canopy location 412 112020 City comments 5-14-20 new pumps 13EMARC LAND SURVEYING 5 ENGINEERING 7601 73rd Avenue North (763) 560-3093 Minneapolis, Minnesota 55428 Demarclnc.com F.B. No. 1114-25 inv. 88901 Signed: Greg R. P asch Registration No. 24992 drawn by:� File No. F:\5urvey\26- 1 1 9-23 henn\O I Surveying - 88901 7625 Co Rd I I G\O I CAD\O I Source\O I Survey Base.dwg Crossroads Building Size 14' x 70' 980 sq ft Existing sign to keep = 93 sq ft Corcoran Sign 36" x 25' 75 SF Java Sign 3'x3'=9sgft Fresh Deli Sign 3'x3'=9sgft New signs to add Channel Letter ( 1 qty) 14.38 sq ft. 15"hx138"1 Gas price Sign (4 qty) 47.52 sq ft 11.88 SF active area ea Asking for 154.98 sq ft of 98 sq ft Corcoran 7625 County Rd 116 Corcoran MN 55340 �neelt�do'1i /' '7 r /" ... - 4... n .J 1 1 c Crossroads Gas, Diesel Pricers Marathon Non Illuminated canopy fascia. 60' Channel Letters We are asking for a variance for the second 12 sq ft pricer 7625 County Rd 116 Corcoran MN 55340 I' Gas, Diesel Pricers Crossroads Channel Letter ( 1 qty) 15"hx138"1 14.38 sq ft. 7625 County Rd 116 Corcoran MN 55340 Pricer example . r *� Sign Size (2 qty) 30" x 57" 11.88 SF Active area ea. Sign Size (2 qty) 30" x 57" 11.88 SF Active Area ea. Agenda Item: 6_b. L A N D F O R M From Site to Finish • 105 South Fifth Avenue Tel: 612-252-9070 Suite 513 Fax: 612-252-9077 Minneapolis, MN 55401 www.landform.net TO: Corcoran Planning Commission FROM: Kevin Shay through Kendra Lindahl, Landform DATE: June 24, 2020 for the July 2, 2020 Planning Commission Meeting RE: Sign Variance for the Property located at 9350 County Road 19 (PID 07-119-23-43- 0004) (city file no. 20-020) 60-DAY REVIEW DEADLINE: July 18, 2020 1. Application Request The applicant has requested approval of a variance to allow three freestanding signs, where one is allowed and 204 square feet of freestanding signage where 64 square feet is allowed. 2. Context Zoning and Land Use The property is in the Rural Commercial (CR) District and is guided Rural Service/Commercial on the Future Land Use Map. Surrounding Properties The surrounding properties are also zoned Rural Commercial (CR) and guided Rural Service/Commercial. Natural Characteristics of the Site The site is a developed site with no wetlands or major natural characteristics. 3. Analysis of Request Variance The property at 9350 County Road 19 currently has three freestanding signs on the site. Staff finds no record of these sign permits at City Hall, but it is an older site and we are proceeding under the assumption that they are legal, non -conforming signs. The existing signs were likely installed meeting setback standards and have since become legal, nonconforming signs due to changes in the property lines related to acquisition of right-of-way related to the County Road 19 improvements several years ago. The applicant is proposing to modify these signs in the following manner: Landform", SensiblyGreeO and Site to Finish' are registered service marks of Landform Professional Services, LLC. • • • • 1. The first sign is located along County Road 10 on the east side of the site and is an 81- square foot freestanding sign that is approximately 16 feet tall. The applicant is proposing to leave the sign in the existing location and reface the top cabinet of the sign. This modification is allowed as maintenance of a non -conforming sign. 2. The second sign is located on the corner of County Road 10 and 19 and is a 102-square foot freestanding sign that is partially located outside the property line and does not meet setback standards (again this is due to acquisition of right-of-way as part of the County Road 19 project). The applicant is proposing to reface the top two cabinets of the existing sign and remove the bottom cabinet from the sign. The resulting sign would be 66 square feet with 30 square feet for the top cabinet and 36 square feet for the middle cabinet. The sign would still be partially located outside the property line. This modification is allowed as maintenance of a non -conforming sign. a. Staff recommends reducing this sign from 66 square feet to 64 square feet for it to comply with the current freestanding sign area standards. 3. The third sign is located on the northwest side of the site along County Road 19 and is an 89 square foot and 19.8-foot-tall freestanding sign. The applicant is proposing to replace the existing sign with a new sign in the same location. The proposed sign will have 56.8 square feet of signage (includes 11.7 square feet of dynamic display) and will be 16 feet tall. The new sign complies with city code requirements. 4. They are also proposing new canopy signage. The applicant is proposing to remove the two 30 square foot existing canopy signs attached to the gas station canopy to install a single 12 square foot sign on the front of the gas canopy. The applicant is requesting a variance to allow three freestanding signs on the property. The site currently has three freestanding signs which do not comply with Section 84.05 of the Zoning Ordinance which allows one freestanding sign on the property. Removal of the third sign results in the loss of the legal non -conformity. 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. In order to comply with the Zoning Ordinance, the applicant would be required to remove two existing signs to replace any of the existing signs. This would remove needed signage for the multi -tenant commercial site and would create a hardship for existing tenants. 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 property is unique with multiple tenants located on one parcel creating the need for greater than usual signage to advertise the businesses. The three freestanding signs exist today and the applicant is requesting to improve upon those signs while complying with City Code standards for all new signage. If the variance is approved the total square footage of the freestanding signs will be reduced by 68 square feet. 9350 CR19 Sign Variance (20-020) July 2, 2020 • • • • 3. That the granting of the variation will not alter the essential character of the locality. The area is characterized by numerous commercial businesses and the proposed signage will not alter the essential character of the area. The new signage will reflect the new tenant in the gas/convenience store and will provide a refresh the look of the multi - tenant business area. 4. The proposed variance would be in harmony with the general purposes and intent of the Ordinance. The proposed sign variance is in harmony with the general purposes and intent of the Ordinance. The new freestanding sign complies with the ordinance requirements while removing a sign that does not comply with ordinance standards. 5. The variance is consistent with the Comprehensive Plan. In the Comprehensive Plan it is identified that a goal is to enhance the City's commercial development and facilitate expansion of existing businesses. The variance is consistent with the Comprehensive Plan goals for commercial businesses 6. The City may impose conditions on the variance to address the impact of the variance. The design, size and height of the new freestanding sign meet the City Code standards for a freestanding sign in the Rural Commercial zoning district. We encourage the applicant to reduce the sign are on the second sign from 66 to 64 square feet, which would also bring that sign into compliance with the size area standards. 4. Conclusions Staff has reviewed the signage plans against the applicable standards outlined in the Comprehensive Plan and Zoning Ordinance and finds that the standards for a variance have been met. The Planning Commission must determine if the variance standards have been met. If the Commission finds that the variance standards have been met, they may recommend approval of the variance. 5. Recommendation Staff recommends approval of the resolution approving the sign variance to allow three freestanding signs. 9350 CR19 Sign Variance (20-020) July 2, 2020 • • Attachments 1. Draft Resolution 2020-xx approving the Variance 2. Site Location Map 3. Applicant's Narrative dated May 7, 2020 4. Survey received May 13, 2020 5. Sign Exhibits • • 9350 CR19 Sign Variance (20-020) July 2, 2020 City of Corcoran July XX, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-XX Motion By: Seconded By: APPROVAL OF A VARIANCE ALLOWING THREE FREESTANDING SIGNS AT 9350 COUNTY ROAD 19 (PID 07-119-23-43-0004) (CITY FILE NO. 20-020) WHEREAS, Rose City Inc. is requesting approval of a variance to allow three freestanding signs on property legally described as follows: All that part of the South 629.00 feet of the Southeast Quarter of Section 7, Township 119, Range 23, Hennepin County, Minnesota, which lies West of the following described line and its extension: Commencing at the Southwest corner of said Southeast Quarter; thence on an assumed bearing of North 89 degrees 50 minutes 29 seconds East along the South line thereof, a distance of 709.5 feet to the actual point of beginning of the line to be described; thence North 00 degrees 09 minutes 31 seconds West to the North line of said South 629.00 feet of the Southeast Quarter and there terminating except the South 22 rods of the East 16 rods of the West 43 rods of said Southeast Quarter. WHEREAS, the Planning Commission has reviewed the variance and recommends approval. 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 variance, subject to the following findings and conditions: Approval is granted to allow three freestanding signs totaling 204 square feet and new canopy signage as shown on application and plans received by the City on May 7, 2020 and revised materials received on May 13, 2020 and June 4, 2020, except as amended by this resolution. 2. A variance to allow three freestanding signs totaling 204 square feet where one 64 square foot sign is allowed, is approved subject to the following findings: a. In order to comply with the zoning ordinance, the applicant would be required to remove two existing signs to replace any of the existing signs. This would remove needed signage for the multi -tenant commercial site. b. The property is unique with multiple tenants located on one parcel creating the need for greater than usual signage to advertise the businesses. The three freestanding signs exist today and the applicant is requesting to improve upon those signs while complying with city code standards for all new signage. If the variance is approved the total square footage of the freestanding signs will be reduced by 68 square feet c. The area is characterized by commercial businesses and the proposed signage will not alter the essential character of the area. The new signage will provide a refresh the look of the multi -tenant business area. Page 1 of 2 City of Corcoran July XX, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-XX d. The proposed sign variance is in harmony with the general purposes and intent of the Ordinance. The new freestanding sign complies with the ordinance requirements while removing a sign that does not comply with ordinance standards. e. In the Comprehensive Plan it is identified that a goal is to enhance the City's commercial development and facilitate expansion of existing businesses. The variance is consistent with the Comprehensive Plan goals for commercial businesses. 3. The signage shall comply with all ordinance requirements, except as specifically approved by this resolution. 4. A sign permit is required prior to beginning construction. 5. Although not required on this legal, non -conforming sign, the City encourages the developer to consider reducing the sign area for the second sign from 66 to 64 square feet in area to bring into compliance with the sign standards for a new freestanding sign. 6. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use and the required improvements. VOTING AYE ❑ Thomas, Ron ❑ Bottema, Jon ❑ Dejewski, Brian ❑ Anderson, Thomas ❑ Schultz, Alan VOTING NAY ❑ Thomas, Ron ❑ Bottema, Jon ❑ Dejewski, Brian ❑ Anderson, Thomas ❑ Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this xx day of July 2020. Ron Thomas - Mayor ATTEST: City Seal Jessica Beise — Administrative Services Director Page 2 of 2 Hennepin County Property Map Date: 6/25/2020 R • • •' � _ : l * .. 1. � 9L- . - _ �=., �,��. �•r i _ 4 1 ' Q6. 'i A^ 1 inch — 400 feet PARCEL ID: 0711923430004 OWNER NAME: Ess Real Estate Llc PARCEL ADDRESS: 9350 Co Rd No 19, Corcoran MN 55374 PARCEL AREA: 7 acres, 304,815 sq ft A-T-B: Torrens SALE PRICE: $2,725,000 SALE DATA: 10/2006 SALE CODE: Excluded From Ratio Studies ASSESSED 2019, PAYABLE 2020 PROPERTY TYPE: Commercial -Preferred HOMESTEAD: Non -Homestead MARKET VALUE: $1,873,000 TAX TOTAL: $6 5, 853.66 ASSESSED 2020, PAYABLE 2021 PROPERTY TYPE: Commercial -preferred HOMESTEAD: Non -homestead MARKET VALUE: $1,967,000 Comments: This data (i) is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injury or loss resulting from this data. COPYRIGHT © HENNEPIN COUNTY 2020 Corcoran City Hall Kendra Lindahl 8200 County Road 116 Corcoran, MN 55340 Re: PID# 0711923430004 Marathon/Tom Thumb 9350 Co Rd No 19 Loretto, MN 55374 Hearing Date: June 4, 2020 With the above site we have proposed within the city the following signage that the Marathon standards: 1) Canopy signage proposed is 3 sides of illuminated fascia on the gas canopy with 3 sets of Marathon decals (12.3sq ft ea). 2) Sign #2 we are proposing that we reface the one existing sign cabinet only. 3) Sign #1 We have proposed a 24' Sign with 71.9sq ft of signage and 20.7 sq ft of Electronic Message Center and have a blue lit bar on the side of the sign. To comply with the city's ordinances and comply with Marathon standards we have reduced our signage proposed to 1)Canopy signage to have non -illuminated fascia & only (1) set of illuminated channel letters that comply with Section 84.05 Subd 3-f. 2)Sign #2 we are compliant. 3)Sign #1 new sign with 45.1 sq ft and 11.7 sq ft Electronic Message Center. This will conform with the city's ordinances Section 84.04 Subd 7, 8 and 9. Section 84.05, Section 84.10, and 84.11. The variance that is being proposed for the above business is as follows. Remove the existing main sign and install new footings and a new Marathon sign in the same area as the old sign on the property. A) We are installing a new s total and the existing sign is 102 sq ft. that is older and in need of upgrading. also has a metal catwalk around the sign to change out the manual reader board. With the proposed sign this will be eliminated. The existing sign is also closer to the intersection and with the new sign it will be closer in the property line and comply with 84.04 subd 2-a. B) This is unique to this parcel within the city. This is a multi -tenant property. The signage proposed would be incorporating a new image with the gas station and re -fresh the look of the sign and canopy. C) Granting a variation will clean up the image of the business's facade. And have a sign that is compliant with the city's ordinances. And the sign will be moved back from obstructing the intersection with less things to look around. D) With an approved variance, the site would be within the city's ordinance and have a new sign to enlighten the business front & curb appeal which is good for the business and the community. The new sign lighting inside and out will also comply with the city ordnance of Section 84.04 subd 8 a-h. 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N� 1006�05 l010.3 inv.=1005.93 oo E e . 1011.06 \ 1009.70 fence 2.3' =1011.12 j fen a �00� 1006.89 j 1006. 58 E. INV. �03.37 south of line ST 1010.50 1010.24\ I bituminous surface - 15 "�MP I • 1006.45 \ catch basin • 1010.43 j mac° N. INV,=,1006.51 • 1007.50 rim $1009. 13 S. INV. =1007. 06 inv. =1005. 63 j .~�' I 1010.9, � _ I • 1007, 77 a) I O MH-San. TOTO� I • 100 12 \ • 1009.84 rim=1011.55 1010,22 t in v.=1003.55 as ter I I II I.1010.29 concrete surface �' I 1009. CO 1011,31 b . 1010.64 • tot0.78 \ I o 30 0 30 60 $ U s I • 1Ol o 96 1010.91 oM M 771 o I I rn / I I �' I Scale: 1"= 30' o u 1011.07 I 1 l 1009. 1009. �18 a ' j 2 concrete surface` f 1 I AREA = 798 ACRES 90 ° �p Exist, building 1010.98 �� % I I �" 264- 00�16 Rods) • 1010.75 1011.29 • 11011,24 1 • 1011.10 Exist, building -...- - .- .- - _- - .- _- -- .- - _- Rods - .- � f nce � I I • 1010.95 709.50 (43 Rods) _...-...-..._.. ... _... -. -..-...-...- . -...-. - .._ - -.-.1.011>.14 ...-...-...-. _ - - -. - .- -...- _ -. - .- - -. - .- - - _- -. - - _- . - -. - - _- -. - .- • 1010.87 I / • 1009. 7 shed o LEGEND y -fence wlac units • lolo.s� t2"CMP `ebox j -X denotes fence 1010.46 1011.19 We// 06 i 010.01 W INV.=1008.68 meter �J ST , denotes storm sewer line i I E. 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I • 1011.07 / /�� I 1009.36 1009.75 I i denotes culvert / O CCU �o I 1009.99 1009.E T {ro1o° �'Oy '� •o v 0 denotes telephone box o os o60 I gate\ 1009.55 U denotes ligh t pole I I ♦ "Oconcrete bollards � �_ .� � � denotes power pole I/ "�I'oi 'oi bollard d • 1010.7E • 1010.87 Aof I / s�r�^ �� °�.� 00 jE denotes guy wire o o Ofo. denotes proposed spot elevation s / / 0.9E I 3 • l009.85 01220 1009.49 / s I • 1010.78 •1010.77 . 1011.34 I . 1009.77 \ 1 I. 1011.23 �'�s vlo1o.75 I • 1011.2 09.82 I h j PROPERTY DESCRIPTION. •1010.87 •1010.73 /oor ev. 3 / • 1010.90 = 1 70 a I All that port of the South 629.00 feet of the Southeast Quarter of Section 7, Township concrete surface I - 6 .c 1 119, Range 23, Hennepin County, Minnesota, which lies West of the following described 0 r °!3S ro73s8 I ,o line and its extension: g -propane 1013.26 c T sOn / fi//otank • 1010.38 • 1010.58 • 1010.71 • 1010.87 I . 1010.99 F I • 1013.13 I 1 Commencing of the Southwest corner of said Southeast Quarter, thence on on Oign 10 33 1010 47 • tOtt,05 assumed bearing of North 89 degrees 50 minutes 29 seconds East along the South x 1010. 919 I g line thereof, o distance of 709.5 feet to the actual point of beginning of the line to 1 �lanfer 0� n • 1010.3E underground ^) Ot1,03 I '0 1 be described; thence North 00 degrees 09 minutes 31 seconds West to the North sign fuel 'kL 0 .�.1011,0E �� f011, 101 0�catch basin �0 1010.69 j 69� _ line of said South 629.00 feet of the Southeast Quarter and there terminating sign rim=1009.3E Oro o% hl` o , 2 0 • 1009 except the South 22 rods of the East 16 rods of the West 43 rods of said Southeast inv=1005.8E 3?-rat-----.1011,23 - .1011.25ITai19 QUOrter,O - - E� 0 43 �1 • 1010.94 conc\ ete \ Q� 10.64 - �' "�yl �j'� / . 1009.43 _ - p9`,-1010- catch basin oio ro38 catch basin - 96r 10 rn : `pp9 rim=1009.99 sy -MH-San. concrete ram=1009.39 n inv.=1005.49 (has pump in it) % inv.=1005.29 I 00 catch basin i j f� exist. curb & gutters p rim=1008.45 � 90° � \ - - N89 *50 29 "E 709.50 - Hennepin County Monument at South line of the SEA o the SW corner the SE 1/4 of 1/4 of Section 7 COUNTY ROAD NO. 10/ Section 7, Township 119, Range 23 l hereby certify that this survey, plan, Requested By. llll • denotes iron monument found Certificate of Survey and Topographic Survey on part of the Southeast Quarter of Section 7, Township or report was prepared by my or under 101 1V www.ottoassociates.com O denotes 112inch by 14 inch iron pipe g p. y my direct supervision and that l am a F-Q-q Brothers Ons IC Y119 Ran e 23 Henne 1n Count Minnesotaset and marked b License #40062 dlSd th� -� 9 West Division Street u y lcense an urveyor un er a All ° Vl Buffalo, MN 55313 laws of the State of Minnesota. �� 763 682-4727 Date: Drawn By. Scale: Checked B : 1 �l F ( ) Y Y 1°yl `1wlll p10 Fax (763)682-3522 �0,� ���sc.�c.raf�S Paul E. Otto 11 /11 /13 M.L.H. lit = 30' P.E.O. \ Project No. License #40062 Date: 11115113 Engineers & Land Surveyors, Inc. 13- 0525 I Revised: Storm- `an'S L A N D F O R M From Site to Finish 14 +Tom Thumb .r u Sign #1 SIGN VARIANCE AT 9350 CR 19 • Corcoran, MN 06.24.2020 L.MV.0.,d Site. RNMOare-i—duM. malls ML Mt. Pra(es—ll Services, LLC. � � �--bollards .O jn I tpr0 75 r010 87 ,oG aki �i4 s 4G rClt23 � �q, t010. 75 lO1D 87 1010. 73 107090 rV m T sign ro an O fi t e 10f0.38 c Frfl funk ol1 5 rola. erg j033 1010.47 7B/vnt r S ign f0f0.36 underground N sign fuel tanks y3 ��,�� catch basin sr n in =1005.86 �rq ONE 10.64 3 catch basin �'o MH—San. 10319 ,ill =1009.99 in v.=1005.49 F (has pump in it) Hennepin County Monument at the SW corner of the SE 114 of Section 7, Township 119, Range 23 Location Map South line of the 114 of Section 7 Existing Sign Proposed Sign �i0�- -ivuch � r19 P o 90° I U �\ o 1010.98 .� 7010. 75 1010.95 x 1010.87 L y I � i x 1010 46 .� 1011_ ig ° planter het yip Pion a o��^ moil 1010.81 I box 1010.81 1010.8.3 x 1011.07 � C'o � I O ,bollords Location Map Existing Sign 73.125" Proposed Sign Ir N_ t g9'� -13 . y5-1 A7L� ► pq S%9nQ�� EXi7nS , Si fAnS (?, 30P X IUL/ " 3�) 42S aa- L�r�q ode /SR it] C. 8350 County Rd 19 Corcoran, MN Gvvom,AND SIGN Agenda Item: 6.c. L A N D F O R M From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 TO: Corcoran Planning Commission FROM: Kendra Lindahl, Landform DATE: June 24, 2020 for the July 2, 2020 Planning Commission Meeting • Tel: 612-252-9070 www.landform.net RE: PUBLIC HEARING. Site Plan, Conditional Use Permit and Preliminary Plat for Eagle Brook Church for property at the northwest quadrant of Hackamore Road and CR 101 (PID 36-119-23-44-0008, 36-119-23-44-0010, 36-119-23-44-0009, 36-119-23-44-0013, 36-119-23-44-0014) (city file no. 20-023) REVIEW DEADLINE: August 9, 2020 Description of Request The applicants are requesting approval of a site plan, conditional use permit and preliminary plat for a proposed place of worship. The facility is planned as a 70,000 sq. ft. single story structure with 1,500 seats in the worship auditorium, a lobby with cafe, an administrative area for approximately ten staff and a children's ministry classroom area for weekend kid's programming use. 2. Context Level of City Discretion in Decision -Making The City's discretion in approving a site plan is limited to whether or not the plan meets the standards outlined in the Zoning Ordinance. If it meets these standards, the City must approve the site plan amendment. The City's discretion in approving or denying a conditional use permit 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 conditional use permit. The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the subdivision and zoning ordinance. If it meets these standards, the City must approve the preliminary plat. Background The site is made up of five lots with PID numbers 36-119-23-44-0008, 36-119-23-44-0009, 36-119-23- 44-0010, 36-119-23-44-0013 and 36-119-23-44-0014. Each lot has a single family residential structure on it and four of them contain accessory structures. The Council reviewed a concept plan on April 23rd and was generally supportive of the request provided that access issues were addressed. ♦� %G M EMp LandforW and Site to FinisW are registered service marks of Landform Professional Services, LLC. 9 WP 2 9m a r i Zoning and Land Use The site is guided Low Density Residential in the Comprehensive Plan and is zoned RSF-2 (Single Family Residential 2). Places of Worship/Assembly (such as churches) are a conditional use in residential districts. Surrounding Properties The property to the north and west is zoned PUD (Planned Unit Development), is guided for Low Density Residential and is part of the Ravinia development. The properties to the south and east are outside the City of Corcoran and are in the cities of Medina and Maple Grove, respectively. Natural Characteristics of the Site There are natural plant communities on the site identified as Wet Prairie on the Natural Resource Inventory Areas Map in the Comprehensive Plan. Further, multiple wetlands are shown on Hennepin County's Natural Resources mapping software as shown on the Site Location map. 3. Analysis: Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance and City Code requirements, as well as City policies. The City Engineer's comments are incorporated into this staff report. Site Plan Eagle Brook Church has several sites around the metropolitan area and church services are broadcast live from the Lino Lakes campus to their other campuses each weekend. Eagle Brook holds four services each weekend (4:00 pm and 6:00 pm on Saturday and 9:00 am and 11:00 am on Sunday); however, additional services may be added. Design Guidelines/Architecture The property is located in the Southeast District of the City and subject to the design standards in Appendix B and the building standards in Section 1060.060 of the Zoning Ordinance. Architectural elevations were submitted showing a mix of architectural precast concrete, architectural metal panels and glass. The cross spire is natural stone with an aluminum cross. This feature is exempt from height limits in the Zoning Ordinance. The building articulation would help break up the mass of the building. The ordinance limits curtain wall panels of steel, fiberglass and aluminum (non-structural, non -load bearing) to 20% of any wall surface (excludes overhead doors). It does appear that the building may exceed these standards. The applicant did not provide a percentage of materials and must provide these details prior to issuance of a building permit to ensure compliance with ordinance requirements. A material sample board with proposed colors shall be provided for City review and approval. Eagle Brook Church (city file 20-023) 2 July 2, 2020 i i ■ The plans note that mechanical equipment will be screened as required by Section 1060.030 of the Zoning Ordinance, but details must be provided to ensure compliance with these standards. Lot Standards The site complies with the RSF-2 zoning standards: Re uired Proposed Minimum Lot Area 11,000 sq. ft. 27 +/- acres Minimum lot width 80 feet 1,010 feet Minimum Principal Structure Setbacks: Front, From Major Roadways* 100 feet 550 +/- feet Front, From all other streets 20 feet 50 +/- feet from Larkspur 470 +/- feet from Hackamore Side(living) 10 feet N/A Side (garage)** 5 feet N/A Rear 30 feet 225 +/- feet Maximum Principal Building Height 35 feet 35 feet *Major Roadways are Principal Arterial, A Minor Reliever, A Minor Expander and A Minor Connector Roadways as shown on the 2030 Roadway Functional Classification map in the 2030 Comprehensive Plan. **Minimum separation between structures on adjacent parcels shall be 15 feet. The 70,000 sq. ft. building is similar to other Eagle Brook Church facilities in other communities. As a comparison, some data for other campuses is provided below: Location Building S . Ft. Seats Lino Lakes Campus 85,000 sq. ft. two stories 2,100 Seats Woodbury Campus 75,000 sq. ft. two stories 1,500 Seats Blaine Campus 61,500 sq. ft. 1,500 Seats Anoka Campus 59,000 sq. ft. 1,000 Seats Like the proposed Corcoran site, these campuses are in or adjacent to residential areas. Churches can be an asset to a community but must be well designed to transition the large structure to the adjacent residential properties. In this case, the structure is centrally located on the site and does provide larger setbacks and landscaping to transition to the adjacent residential. The landscaping is discussed in more detail later in this this report. Parking The plan shows 848 parking stalls for this 1,500 seat facility. The code requires one space for every 4 seats, based on the design capacity of the facility. The code would require 375 parking stalls for a facility of this size. The church indicates that the 848 stalls proposed (2.26 times the minimum standard) are required based on data from other facilities. The applicant indicates that they have studied parking at their other facilities and find an average of 1.5 people per car. While they acknowledge that parking proposed may be more than required for an average weekend, they believe it is important to provide the proposed parking. Eagle Brook Church (city file 20-023) July 2, 2020 r i ■ The code states that a "pedestrian circulation route shall be provided from all parking areas and loading zones as may be applicable to the entrance of the building. Such circulation routes shall be surfaced with material such as asphalt, concrete, or equivalent material determined acceptable by the Zoning Administrator." The plans show sidewalks near the building but no pedestrian routes through the parking lot. Given the number of people and vehicles using the site during peak times, clear pedestrian routes from the south parking lots must be identified on the plans. Additionally, staff recommends that a sidewalk connection be provided from Hackamore Road to CR 101 to connect to the planned trails. Parking areas with 4 or more stalls shall be screened from properties guided or zoned residential and from public streets. Screening to a height of at least 3 feet shall be provided to screen vehicle headlights. No such screening is shown and plans must be provided to address this standard. This is also discussed in the landscape section of the staff report and is included as a condition of approval. Snow storage is a significant issue for a parking lot of this size. The applicant shall provide additional information showing the location of snow storage on site. While there are no limits to the hours of operation for snow plowing operations, the applicant should work to minimize disruptions to adjacent residential properties. Landscaping Section 1060.070 of the Zoning Ordinance lists the landscaping requirements. The church landscaping plan meets minimum requirements. The applicant has indicated areas of tree preservation around the perimeter of the site, which will provide a buffer to adjacent residential areas. As noted earlier, in addition to the minimum standards in the ordinance, screening from adjacent residential properties must be provided. Staff finds the combination of tree preservation and new landscaping, combined with larger than required setbacks, provides an appropriate transition the adjacent residential. However, if the Planning Commission finds that additional landscaping is needed, they should provide specific direction to the staff and the applicant. Parking areas with 4 or more stalls shall be screened from properties guided or zoned residential and from public streets. Screening to a height of at least 3 feet shall be provided to screen vehicle headlights. All exterior sides of the different parking lots are subject to these screening standards and the landscape plans shall be revised to add shrubs to screen headlights from adjacent properties. Underground irrigation is required for all new non-residential development where municipal water is available. An irrigation plan must be provided. Signage The ordinance allows one 32 sq. ft. sign up to 6 feet high for non-residential uses in the RSF-2 district. The plans show one sign 31.5 sq. ft. sign at the Hackamore Road entrance with stone and metal to match the building. It is not clear how the sign will be lit. The applicant must apply for a sign permit to ensure compliance with ordinance standards. Eagle Brook Church (city file 20-023) 4 July 2, 2020 i i Sidewalks and Trails ■ Pedestrian connections should be provided within the site. The future public street that will connect Larkspur to Lupine will include a sidewalk on one side of the street. As noted in the parking section, additional sidewalk connections should be provided from the planned trails on Hackamore Road and CR 101 to the building entrance. New public trails are planned on CR 101 and Hackamore Road within the right-of-way. Each of those trails will be constructed when the associated street is reconstructed. The County has requested 60- foot'/2 right-of-way for CR 101, but for Ravinia they requested an additional 5-foot trail easement adjacent to the right-of-way and we expect the same to be required for this project. The trail along Hackamore is being designed as part of the street improvement project. We expect that in addition to the right-of-way dedication, a trail easement will be required to accommodate the trail north of Hackamore. The engineer's memo notes that the developer will be required to install the trail as part of the project, but the street plans are still in design and final details should be available prior to approval of the final plat. Park Dedication The subdivision ordinance does not require park dedication for this site. The ordinance states "Development of land for schools, religious institutions or other non-profit organizations may create additional demand on the City's park and recreational land and facilities. The City may create partnerships with these organizations that foster cooperative use of school, non-profit and park properties for recreational activities." A trail will be installed on the north side of Hackamore Road as part of the Hackamore Road improvements. These costs will be incorporated into that project and the church responsibility for costs will be 50% of the project from the property's western boundary to County Road 101. No additional park dedication is required. Transportation/Access The City Engineer has completed a feasibility study to address all infrastructure needs. That study is attached to the memo included in this report. The public street connecting Lupine and Larkspur must be dedicated as a public right-of-way with this plat. After review, public safety finds that the emergency vehicle access is not required. No access to the church is planned from this future street, but the street will be constructed when Outlot A is developed. Utilities will be constructed in this right-of-way as part of the church project. The applicant is proposing two accesses onto Hackamore Road (one entrance/one exit) and one new access onto CR 101. The Hackamore Road street improvements are currently being designed in partnership with the City of Medina. The developer is responsible for a portion of the improvements as outlined in the engineer's memo. Additionally, a new right-in/right-out access is proposed on County Road 101. Hennepin County has reviewed the requested access and supports this access with improvements required on CR 101 as Eagle Brook Church (city file 20-023) 5 July 2, 2020 r i ■ noted in their memo, which is attached as an appendix to the City Engineer's memo. Additionally, the City Engineer is requesting that the applicant work with Lennar and the City to Consider internal street access/temp turnarounds on Goldenrod Trail and 63Id Avenue (Amethyst Lane). Utilities Utilities can be extended through the site from the adjacent Ravinia developments to service the site. Utilities will be stubbed to Outlot A for future development. Public Safety Review The public safety team reviewed the plans and will require additional details to ensure that turning radii for emergency vehicles is met. The plans must be revised to show the require turning radius and hydrant locations. The draft resolution includes conditions to address the public safety requirements. Ponding Two treatment ponds are provided adjacent to the wetlands on the south. Stormwater ponding can be provided on site in compliance with local and state requirements with some modifications. More detail is provided in the engineer's memo. Wetlands There are a number of wetlands on site. The applicant has submitted a wetland delineation for review and approval by the City as the LGU for the WCA. Wetland impacts are proposed for the County Road 101 access and mitigation will be required. The applicant must comply with the wetland buffer and setback requirements in Section 1050.010 of the Zoning Ordinance. The wetlands require an average buffer of 25 feet and a structure setback of 15 feet from the buffer. Wetland buffers, setbacks and buffer monument signs must be shown on the plans in compliance with ordinance requirements. Wetland buffer planting mix must be installed by the applicant and the applicant must provide a buffer maintenance plan for review and approval by City staff. Eagle Brook Church (city file 20-023) July 2, 2020 r i Conditional Use Permit A conditional use permit for the place of worship must be reviewed against the standards outlined in the Zoning Ordinance. Staff finds that they meet those standards as follows: A. Compliance with and effect upon the Comprehensive Plan, including public facilities and capital improvement plans. The church facility is consistent with the types of uses typically found in residential districts, which includes educational facilities, government facilities and places of worship. B. The establishment, maintenance or operation of the conditional use will promote and enhance the general public welfare and will not be detrimental to or endanger the public health, safety, morals or comfort. The church facility complies with all ordinance standards for development in the RSF-2 district standards. Churches have historically been located in residential neighborhoods and there is no empirical data to suggest that it would be detrimental to the public health, safety, morals or comfort in the community. C. The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. The church will not be injurious to the use and enjoyment of other property in the immediate vicinity for the permitted uses in the RSF-2 district. Staff is not aware of any evidence to suggest that the development will diminish or impair property values in the neighborhood. D. The establishment of the conditional use will not impede the normal and orderly development and improvement of surrounding property for uses permitted in the district. The development will not impede normal and orderly development for uses permitted in the district. The surrounding properties have developed on the north and west as Ravinia residential development and public streets border the east and south property lines. The project will access existing streets and will allow for a future street connection through the northern portion of the site. That street right-of-way will be dedicated when the church is built and will be constructed as a new street when the outlot is developed in the future. E. Adequate public facilities and services are available or can be reasonably provided to accommodate the proposed use. Adequate public facilities are available to serve the site and the development will need to pay for improvements on adjacent public streets. F. The conditional use shall, in all other respects, conform to the applicable regulations of the district in which it is located. Eagle Brook Church (city file 20-023) 7 July 2, 2020 r i The conditional use conforms to the regulations in the RSF-2 district with the conditions noted in the staff report and draft resolution. G. The conditional use and site conforms to performance standards as specified by this Chapter. With conditions noted in the staff report and draft resolutions, the use will conform to the performance standards in the Zoning Ordinance. Preliminary Plat The preliminary plat application complies with ordinance standards and would create one 27.05-acre lot for the church and one 4.38-acre outlot for future development from the five existing parcels. The two parcels would be separated by an easement for a future street that would be constructed when Outlot A is planned for development. The plat includes dedication of additional right-of-way for Hackamore Road and County Road 101. The church's narrative indicates that they do not have plans to develop the outlot, but it would be available for development in the future. The church has provided a concept plan that shows how the property could be developed with residential lots. Any plat for future subdivision would require a public hearing for preliminary plat approval and final plat approval. There are existing driveway and utility easements running north/south and east/west to the Schnell property that must be vacated/released prior to approval of the final plat. There is also a utility easement running north/south that must be vacated. As part of the Ravinia 11 th Addition, Lennar requested vacation of the easement but the two other benefitting landowners (who own the property that the church is purchasing) were unwilling to release the easement. City staff has had several discussions with this applicant about the issue and have directed them to reach out Lennar to obtain agreement for release of the easement. This has been included as a condition of approval. If the applicant reaches out and is unable to reach agreement with Lennar, the City Attorney will work with staff and the applicant on other options to bring forward with the final plat. Conclusion The proposal appears to comply with ordinance requirements if the conditions in the staff report and draft resolutions are met. If the application is approved, the next step would be for applicant to apply for a final plat. The final plat and development contract, which outlines all financial responsibilities, would be reviewed and approved by the City Council. Eagle Brook Church (city file 20-023) July 2, 2020 i i ■ 4. Recommendation: Move to recommend approval of the following: 1. Draft Resolution Approving Site Plan and Conditional Use Permit 2. Draft Resolution Approving Preliminary Plat Attachments 1. Draft Resolution Approving Site Plan and Conditional Use Permit 2. Draft Resolution Approving Preliminary Plat 3. Site Location Map 4. Public Safety Memo dated June 24, 2020 5. City Engineer's Memo dated June 24, 2020 6. Applicant Narrative received June 10, 2020 7. Topographic/Tree Survey received on May 19, 2020 8. Site Graphics received May 19, 2020 9. Site Photometrics received May 19, 2020 10. Preliminary Plat received May 19, 2020 11. Ghost Plat for outlot received June 10, 2010 12. Sign Plan graphics received June 10, 2020 13. Letters from Residents Eagle Brook Church (city file 20-023) July 2, 2020 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2020- Motion By: Seconded By: July xx, 2020 APPROVING A SITE PLAN AND CONDITIONAL USE PERMIT FOR EAGLE BROOK CHURCH FOR PROPERTY AT THE NORTHWEST QUADRANT OF HACKAMORE ROAD AND CR 101 (PID 36-119-23-44-0008, 36-119-23-44-0010, 36-119-23-44-0009, 36-119-23-44- 0013, 36-119-23-44-0014) (CITY FILE NO. 20-023) WHEREAS, the Eagle Brook Church has requested site plan and conditional use permit approval for the construction of a 70,000 square foot worship facility on property legally described as follows: See Attachment A WHEREAS, the Planning Commission has reviewed the site plan and conditional use permit at a duly called Public Hearing and recommends approval; 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 and conditional use permit, based on the following findings and conditions: A site plan amendment and conditional use permit is approved to allow construction of an approximately 70,000 square foot worship facility with associated uses and parking, in accordance with the application and plans received by the City on May 19, 2020 and additional material received on June 10, 2020, except as amended by this resolution. 2. Approval is granted for development on Lot 1 only. Any further subdivision or development of Outlot A must be processed in accordance with City regulations, prior to development. 3. A conditional use permit for the worship facility is approved, based on the finding that the standards in Section 1070.020 of the Zoning Ordinance have been met. Specifically: a. The church facility is consistent with the types of uses typically found in residential districts, which includes educational facilities, government facilities and places of worship. b. The church facility complies with all ordinance standards for development in the RSF-2 district standards. Churches have historically been located in residential neighborhoods and there is no empirical data to suggest that it would be detrimental to the public health, safety, morals or comfort in the community. c. The church will not be injurious to the use and enjoyment of other property in the immediate vicinity for the permitted uses in the RSF-2 district. Staff is not aware of any evidence to suggest that the development will diminish or impair property values in the neighborhood. d. The development will not impede normal and orderly development for uses permitted in the district. The surrounding properties have developed on the north Page 1 of 4 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2020- July xx, 2020 and west as Ravinia residential development and public streets border the east and south property lines. The project will access existing streets and will allow for a future street connection through the northern portion of the site. That street right-of-way will be dedicated when the church is built and will be constructed as a new street when the outlot is developed in the future. e. Adequate public facilities are available to serve the site and the development will need to pay for improvements on adjacent public streets. f. The conditional use conforms to the regulations in the RSF-2 district with the conditions noted in the staff report and draft resolution. g. With conditions noted in the staff report and draft resolutions, the use will conform to the performance standards in the Zoning Ordinance. 4. The applicant must comply with the public safety memo dated June 24, 2020. 5. The applicant must provide detailed plans to show compliance with Section 1060.050 of the Zoning Ordinance which limits curtain wall panels of steel, fiberglass and aluminum (non- structural, non -load bearing) to 20% of any wall surface (excludes overhead doors). Plans must be revised to show material percentages. 6. The applicant must provide a material sample board with proposed colors for review and approval by the City. 7. The applicant must provide detailed drawings to ensure that mechanical equipment is screened as required by Section 1060.030. 8. The applicant shall provide lighting fixture cut sheets and pole details to ensure cut-off fixture requirements and maximum pole height requirements are met. 9. The plans shall be revised to provide a pedestrian route via sidewalk from the trails planned on Hackamore Road and County Road 101 to the front entry to the facility. 10. Clear pedestrian routes shall be provided from the large parking lots on the south to the front entry to the facility. 11. A snow storage plan shall be submitted for review and approval by staff. 12. The landscape plan shall be revised to provide a 3-foot high landscape screen around the perimeter of all parking areas as required by the Zoning Ordinance. 13. Underground irrigation is required for all new non-residential development. An irrigation plan must be submitted for City review and approval. 14. A sign permit with additional details about sign lighting will be required to be submitted prior to sign construction. 15. FURTHER, that the following conditions be met prior to issuance of building permits: Page 2 of 4 City of Corcoran July xx, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020- a. The applicant shall comply with the preliminary plat (Resolution 2020-_) conditions. b. The applicant shall submit any and all necessary permits to Hennepin County for septic system abandonment on site and provide proof of application to the City. c. The applicant shall submit any and all necessary permits to the State of Minnesota for the construction of a well and provide proof of application to the City. d. The applicant shall submit any and all necessary permits to the watershed and receive approval and shall provide proof of permits to the City. e. Record the approving resolution and required easements at Hennepin County and provide proof of recording to the City. Drainage and utility easements in recordable form must be provided to the city in recordable form for review and approval by the City Attorney. g. Enter into a development contract and submit a financial guarantee for the proposed work as outlined in Section 1070.050, Subd. 9 of the Zoning Ordinance. i. Any request to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project landscape architect. A letter signed by the project landscape architect verifying plantings have been corrected and is in compliance with the plans and specifications will suffice. 16. Approval shall expire within one year of the date of approval unless the applicant commences the authorized use and completes the required improvements. VOTING AYE ❑ Thomas, Ron ❑ Bottema, Jon ❑ Dejewski, Brian ❑ Anderson, Thomas ❑ Schultz, Alan VOTING NAY ❑ Thomas, Ron ❑ Bottema, Jon ❑ Dejewski, Brian ❑ Anderson, Thomas ❑ Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this XX day of July 2020. ATTEST: Ron Thomas - Mayor City Seal Jessica Beise — Administrative Services Director Page 3 of 4 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2020- ATTACHMENT A July xx, 2020 The North 310.00 feet of the South 1010.00 feet of East 780.00 feet of Southeast Quarter of the Southeast Quarter of Section 36, Township 119, Range 23, Hennepin County, Minnesota. And The East 874.5 feet of the South 400 feet of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of Section 36, Township 119, Range 23, West of the 51h Principal Meridian according to the U.S. Government Survey thereof, Hennepin County, Minnesota. And The South 700 feet of that part of the Southeast Quarter (SE1/4 of SE1/4) of Section 36, Township 119 North, Range 23, West of the Fifth Principal Meridian, lying West of the East 780 feet thereof and which lies North of the South 700 feet thereof, according to the U.S. Government Survey thereof. And That part of the Southeast Quarter of the Southeast Quarter (SE1/4 of SE1/4) of Section 36, Township 119 North, Range 23, West of the Fifth Principal Meridian, lying West of the East 780 feet thereof and which lies North of the South 700 feet thereof, according to the U.S. Government Survey thereof. And The East 874.5 feet of the North 300 feet of the South 700 feet of the Southeast Quarter of the Southeast Quarter_ (SE1/4 of SE1/4) of Section 36, Township 119, Range 23, Hennepin County, Minnesota Page 4 of 4 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2020- Motion By: Seconded By: July xx, 2020 APPROVING A PRELIMINARY PLAT EAGLE BROOK CHURCH FOR PROPERTY AT THE NORTHWEST QUADRANT OF HACKAMORE ROAD AND CR 101 (PID 36-119-23-44-0008, 36-119-23-44-0010, 36-119-23-44-0009, 36-119-23-44-0013, 36-119-23-44-0014) (CITY FILE NO. 20-023) WHEREAS, the Eagle Brook Church has requested preliminary plat approval for the property legally described as follows: See Attachment A WHEREAS, the Planning Commission reviewed the submitted preliminary plat at a duly called Public Hearing 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 preliminary plat subject to the following findings and conditions: 1. A preliminary plat is approved to allow the creation of one lot and one outlot, in accordance with the application and plans received by the City on May 19, 2020 and additional material received on June 10, 2020, except as amended by this resolution. 2. Park dedication is not required for religious institutions. However, the applicant must provide the required trail easements on Hackamore Road and County Road 101. 3. The application shall comply with all conditions in the City Engineer's memo dated June 24, 2020. 4. The application is subject to the review and approval by Hennepin County. The applicant shall comply with any conditions of approval from the letter from the County dated June 18, 2020. 5. The applicant shall provide the required wetland buffer, buffer setback and buffer monuments in compliance with Section 1050.10, Subd. 5 of the Zoning Ordinance. a. The plans must be revised to show the wetland buffer, the wetland buffer setback and the wetland buffer signs and submitted for City review and approval. b. The wetland buffer planting must be installed as required by the ordinance. c. The applicant must provide a wetland buffer maintenance plan for review and approval by staff. d. Drainage and utility easements shall be provided over the wetland and wetland buffer. e. All permanent wetland buffer monument signs must be erected along the wetland buffer line as required by Section 1050.010, Subd. 7 of the Zoning Ordinance prior issuance of building permits. Page 1 of 3 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2020- July xx, 2020 f. Wetland signs shall be purchased from the City. g. Wetland buffer signs must be installed at each lot line where it crosses a wetland buffer and where needed to indicate the contour of the buffer, with a maximum spacing of 200 feet of wetland edge as shown on the preliminary plat. h. The final locations must be inspected and approved by City staff. 6. The wetland delineation and wetland mitigation plan must be approved prior to final plat approval. The preliminary and final plat must reflect the approved delineation. 7. There is a public driveway agreement easement and utility easement on the property that will need to be vacated/released prior to approval of the final plat. If the applicant is unable to obtain approval from all affected parties after a good faith effort, staff and the City Attorney will work with them to provide an acceptable alternative for Council approval. 8. Approval of the preliminary plat shall expire within one year of the date of approval unless the applicant has filed a complete application for approval of a final plat. VOTING AYE ❑ Thomas, Ron ❑ Bottema, Jon ❑ Dejewski, Brian ❑ Anderson, Thomas ❑ Schultz, Alan VOTING NAY ❑ Thomas, Ron ❑ Bottema, Jon ❑ Dejewski, Brian ❑ Anderson, Thomas ❑ Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this XX day of July 2020. ATTEST: Ron Thomas - Mayor City Seal Jessica Beise — Administrative Services Director Page 2 of 3 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2020- ATTACHMENT A July xx, 2020 The North 310.00 feet of the South 1010.00 feet of East 780.00 feet of Southeast Quarter of the Southeast Quarter of Section 36, Township 119, Range 23, Hennepin County, Minnesota. _N. The East 874.5 feet of the South 400 feet of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of Section 36, Township 119, Range 23, West of the 5t" Principal Meridian according to the U.S. Government Survey thereof, Hennepin County, Minnesota. And The South 700 feet of that part of the Southeast Quarter (SE1/4 of SE1/4) of Section 36, Township 119 North, Range 23, West of the Fifth Principal Meridian, lying West of the East 780 feet thereof and which lies North of the South 700 feet thereof, according to the U.S. Government Survey thereof. And That part of the Southeast Quarter of the Southeast Quarter (SE1/4 of SE1/4) of Section 36, Township 119 North, Range 23, West of the Fifth Principal Meridian, lying West of the East 780 feet thereof and which lies North of the South 700 feet thereof, according to the U.S. Government Survey thereof. And The East 874.5 feet of the North 300 feet of the South 700 feet of the Southeast Quarter of the Southeast Quarter_ (SE1/4 of SE1/4) of Section 36, Township 119, Range 23, Hennepin County, Minnesota Page 3 of 3 Hennepin Count Natural Resources Ma I p� Y p Date: 4/14/2020 A-P F '7 A IL Ilk 41 • a i .. 4 r r r 111111 r f, •' -�pub, � y � � ,•tom} ■ Legend FEMA Floodplains-100Year Z A Z AE FLOODPLAIN Z AH Z AO c� AE FLOODWAY Wetlands Potential Wetland - HCWI Probable Wetland - HCWI Probable Wetland - NWI 6 � CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 E-mail - generalkci.corcoran.mn.us / Web Site - www.ci.corcoran.mn.us Memo To: Planning (Planner Lindahl) From: Director Gottschalk Date: June 24, 2020 Re: Eagle Brook Church Plan Review On June 19, 2020, the public safety plan review committee discussed (via email) the updated Eagle Brook Church plans and proposals. Feedback was received from Director of Public Safety Gottschalk, Lieutenant Burns, Fire Chief Feist, Fire Chief Leuer, Building Inspector Geske, and Code Compliance Official Pritchard. The following additional comments on the plan are provided: With the inclusion of right in, right out, access from County Road 101 the group can support the elimination of the gravel access road on the North end of the project; however, the group did express some concerns about hydrant locations and other fire -fighting needs/requirements. Additionally, demonstrated turn radiuses, hydrant locations, and sprinkler room details will still need to be addressed by the developer and public safety group. These details are typically addressed when more detailed plans are received but felt it was important to note. Based on the most recent information the proposed site planning for the project is acceptable to the public safety group. This memo serves as a concept review and assumes that all specifications not articulated in the concept meet City standards. Additional fire and building codes will apply. Technical Memo To: Kevin Mattson, P.E., Public Works Director From: Kent Torve, P.E., City Engineer Date: June 24, 2020 Subject: Plan Review - Eagle Brook CUP V^A V WENCK Responsive partner. Exceptional outcomes. 0.0 Background This review was conducted for the CUP review. Feasibility Study and concept plan Engineering Memo are included by reference. A stormwater review has been completed and a second model iteration will be required prior to WMO submittal. Those changes may affect comments below and will be incorporated in further reviews. The stormwater review memo is Attachment A, County comments on CSAH 101 are Attachment B, and Feasibility Study is Attachment C. 1.0 Transportation CSAH 101 1.1 Hennepin County provided review which is Attachment B. The memo describes a right-in/right-out access with additional design requirements. 1.2 Updated traffic signal and intersection improvements to be required as part of this project per Feasibility Study. Hackamore Road 1.3 Entrance road widths meet City standard. 1.4 Eastbound left turn lane and westbound right turn lane at CSAH 101 shall be required as part of this project per Feasibility Study. Project design currently underway with Medina. 1.4.1 Coordinate east approach grades with the Hackamore Road improvements project. Vertical curve being lowered per State Aid design. 1.5 Consider internal street access/temp turnarounds on Goldenrod Trail and 63rd Avenue (Amethyst Lane). Coordinate with City and adjacent property owners. Internal 1.6 Radius at east entrance on Hackamore Road to be 25'. 1.7 Larkspur Lane will be connected to Lupine Lane and shall be dedicated as public right-of-way. Grading and platting are required. 1.8 Emergency access routes to pass roll test as observed by City Engineer. Wenck I Colorado I Georgia I Minnesota I North Dakota I Wyoming Toll Free 800-472-2232 Web wenck.com 'V^V WENCK Responsive Partner. Exceptional outcomes. 2.0 Trails 2.1 A trail is proposed from west boundary of Ravinia to CSAH 101 as part of the overall Hackamore Project as noted in Feasibility Study 2.1.1 Trail to be graded with this development and easements to be provided on north side of Hackamore Road. 2.1.2 Trail alignment and elevation to be provided by City. 3.0 Sewer 3.1 Install SDR 26 (as opposed to SCH 40) for sanitary sewer within City right-of-way to SAN MH 2, per City Standards. 3.1.1 SAN MH 2 along west property line will be the transition point from public to private sewer. Easement or access agreement to be provided to allow for maintenance. 3.2 Review and relabel any duplicate sanitary manholes, for example there are duplicate SAN MH 2. 3.3 All sewer services shall be in accordance with State building code. 3.4 Watermain is stubbed east of sanitary sewer on Goldenrod Trail. Precautions shall be made to protect watermain while core -drilling the existing sanitary manhole. 3.5 Coordinate sewer utility stub to Outlot A with City. 4.0 Water 4.1 Coordinate water utility stub to Outlot A with City. 4.2 Install DIP on hydrant leads per City standards. 4.3 Temporary hydrant on Larkspur Lane to be relocated/reinstalled when connecting to watermain. 4.4 Hydrant at Lupine Lane to be relocated to high point of watermain. 4.5 Hydrant spacing to be reviewed by public safety. 4.6 Domestic water service is to be stubbed directly from City owned and maintained watermain. Unless Eagle Brook provides and agreement to access private property for the shut off valve. 4.7 Water valves required at tie-in points, or provide documentation developer's contractor is willing to test against existing City valves. 4.8 Watermain alignment to be installed on the south side of future road (Larkspur Lane). Connect to north side of Lupine Lane using bends. Watermain on south side of road is necessary to accommodate the future sanitary sewer extension. 4.9 City recommends considering an additional watermain connection to both 63rd Avenue and Goldenrod Trail. The additional connection will facilitate continued water service when any repairs are needed, or the construction connection is made to Outlot A in the future. 2 T:\2294-Corcoran\54 Eagle Brook Church\Plan Review\Submittal #1_2020_0519\_Wenck Review\Plan review_CUP Submittal #1_2020_0622.docx 'V^V WENCK Responsive Partner. Exceptional outcomes. 4.10 Water valve locations for the private water line to be located at the right-of-way line. 4.11 Hydrants to be located at highpoints of watermain. 4.12 Retaining wall on Larkspur Lane may need to be reinstalled after watermain installation. Coordination with Lennar and City is required. 5.0 Storm Sewer, Grading and Stormwater As noted previously, a stormwater memorandum was previously provided that required modifications. The memo is attached. 5.1 Developments creating significant impervious areas have contributed funding towards offsite water quality projects. In lieu of this approach, Eagle Brook shall provide ponding area for Hackamore Road improvements. 5.2 From the existing 30% Hackamore design, there will be approximately 50,000 cubic feet of storage required. More information will be provided on the breakdown of water quality vs live (rate control) storage. 5.3 There is some potential for small cost credits for the road improvement for stormwater assistance. Storm Sewer 5.4 City recommends RCP for storm sewer under pavement areas. 5.5 City recommends RCP for all outlets from ponds and wetlands. Eagle Brook retains ownership of the BMPs and provides easement to the City. 5.6 Drainage along Larkspur Lane right-of-way to be coordinated with City. 5.7 Storm sewer may be needed to collect Hackamore drainage. 5.8 Culvert conveying public drainage connecting the two wetlands under the CSAH 101 access road to be RCP. 5.9 Relocate FES on west property edge to be away from the existing FES, coordinate with City, a structure may be required to connecting pipes. 5.10 Culvert under Hackamore Road to be improved (extended or replaced) with the Hackamore improvements project. 5.11 Existing outlet in SE corner to be coordinated/reviewed by Hennepin County. 5.12 Label existing pipe size and material. Verify condition of the culverts leaving site. Grading 5.13 Larkspur Lane will require EOF near connection with existing Larkspur Lane at an elevation lower than 985.0 as shown on Ravinia 11t" Addition plans. Secondary pipe may be needed. 5.14 East driveway access on Hackamore to show an overland EOF or additional piped outlets may be required. 5.15 Existing homestead driveway off Hackamore Road culvert crossing to be removed and hydraulic effects downstream should be reviewed with City. 3 T:\2294-Corcoran\54 Eagle Brook Church\Plan Review\Submittal #1_2020_0519\_Wenck Review\Plan review_CUP Submittal #1_2020_0622.docx ^V WENCK Responsive partner. Exceptional outcomes. 5.16 Grading adjacent to Larkspur Lane to be no steeper than a 3:1. All other grading adjacent to wetlands and other water features to be graded no steeper than a 3:1. 5.17 10:1 maintenance access bench to be provided to all ponds. 5.18 Swale between 2 wetlands on east property line to be stabilized. 5.19 Modify grading plan to stay off adjacent properties or coordinate with property owner. 5.20 Plastic sheet pile weir along north property line to be removed. Permanent feature to be installed and coordinated with City and Lennar per feasibility study. 6.0 Erosion Control 6.1 City of Corcoran is an MS4 city and site visits to be conducted weekly 6.2 Compliance with owner's MS4 permit will be monitored 7.0 General 7.1 2020 detail plates to be incorporated in plan set 7.2 Abandon culverts and driveway accesses off CSAH 10 and Hackamore Road. 7.3 Submit irrigation plan. 7.4 Submit signage plan. Signage within right-of-way to meet City or County standards 7.5 Snow storage areas to have pre-treatment prior to discharge to water bodies. 8.0 Plat 8.1 60' half right-of-way on CSAH 101 is adequate. 8.2 Hackamore road concept design is at 30%. Additional right-of-way and trail easements shall be coordinated with plans and provided at final plat. 8.3 Blanket drainage and utility easement required over Outlot A 8.4 Existing private driveway easement to be abandoned along Ravinia 11t". Coordinate with Lennar. 8.5 Drainage and utility easement to be required on public drainage areas between wetlands on east property edge. 8.6 Provide 20' easement centered on manhole SAN MH 2 at Goldenrod Trail. 8.7 10' drainage and utility easement required on both sides of the Larkspur Lane right-of-way 4 T:\2294-Corcoran\54 Eagle Brook Church\Plan Review\Submittal #12020_0519LWenck Review\Plan review CUP Submittal #1_2020_0622.docx V*V WENCK Responsive partner. Exceptional outcomes. Attachment A C:\Users\TorKC0063\Documents\Corcoran Offsite\3_City Projects\5_TLAC\2017 Water Revision\2016 TLAC Water Memo.docx Technical Memo To: Kevin Mattson, PE, Public Works Director From: Danielle Tourtillott, EIT Kent Torve, PE (MN) Date: June 11, 2020 Subject: Eagle Brook Runoff Model Preliminary Review V^,Ik V WENGK Responsive partner. Exceptional outcomes. Background The purpose of this memorandum is to provide preliminary review comments on the HydroCAD model submitted by Loucks and Associates. In order to increase review efficiency for applicants and City staff, these guidelines were created to promote a standardized approach to hydraulic and hydrologic modeling on every proposed development. The WMO has requested that development models be in general compliance with City requirements before the applicant submits information to the WMO. Doing so will increase consistency between the City and WMO approval and ultimately result in better overall stormwater management. Model Modifications Below are required modifications for a second iteration before the City authorizes submittal to the WMO: HWLs, NWLs, and Methodology • Establish an existing and proposed NWL and HWL for all wetlands. Wetlands shared with offsite properties shall be modeled and City will assist with any offsite coordination. • Revise time of concentration calculations for a maximum sheet flow length of 100-ft. • Justify changing the Reach Routing/Pond Routing Method between existing and proposed conditions. If the applicant desires to use the Sim -Route method, outlet devices must be entered downstream to upstream. Curve Numbers • Assume land use covers listed in TR-55/HydroCAD are in "good" condition, unless proof is provided to document poor or fair condition. • Assign CN of 77 for existing conditions. • Assign CN 85 for proposed conditions pervious area. • Assign CN 98 for wetlands, ponds and impervious surfaces. EOFs Separate EOF pipe may be needed from west of main entrance towards CR 101 if pipe failure under Hackamore will cause flooding risk for properties upstream (Ravinia). West access (Exit) EOF shall be designed to protect upstream properties. Wenck I Colorado I Georgia I Minnesota I North Dakota I Wyoming Toll Free 800-472-2232 Web wenck.com Kevin Mattson, PE Public Works Director City of Corcoran V^V ■ WENCK Responsive partner. Excep[lonal outcomes. Water Quality • City prefers a pond with filter bench rather than filtration (sand) basins. Applicant shall provide alternative design (that is acceptable to WMO) for review. Other Provide treatment for the runoff from the curb cut on the south driveway before it reaches the wetland. Label biofiltration basin cross section with basin -specific elevations. North property boundary has plastic weir that will need to be addressed with final construction plans. 2 T:\2294-Corcoran\54 Eagle Brook Church\Plan Review\Submittal #12020_0519\Stormwater Review prior to WMO Submittal\Attachment A_CUP Memo_ Stormwater Initial Summary for WMO Submittal June ll.docx V*V WENCK Responsive partner. Exceptional outcomes. Attachment 6 C:\Users\TorKC0063\Documents\Corcoran Offsite\3_City Projects\5_TLAC\2017 Water Revision\2016 TLAC Water Memo.docx HENNEPIN COUNTY MINNESOTA June 18, 2020 Ms. Kendra Lindahl, AICP Principal Consultant City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Re: Preliminary Plat Review — Eagle Brook Church (Received 05/22/20) County State Aid Highway (CSAH) 101 at Hackamore Road Hennepin County Plat Review ID #3829A (Reviewed 05/26/20) Dear Ms. Lindahl: Please consider the following county staff comments in your review of this preliminary plat proposal to redevelop five single family homesteads into a 1,500-seat church and campus: Access: This plat proposes three new accesses, one inbound and one outbound on Hackamore Road and a third right-in/right-out access on County Road 101. From a safety and operations standpoint, no new access on County Road 101 is recommended for this site. However, we recognize the desire for this access based on the projected traffic demands and to accommodate emergency vehicles. Therefore, we will accept a right-in/right-out access that is limited to weekend (Saturday and Sunday) services. Preferably, the location of the access would be halfway between Hackamore Road and 63rd Place. Given the constraints of wetlands west of County Road 101, we ask that the proposed access be located as close to the mid -point as feasible and that adequate sight distance be verified. To maintain safety and mobility along County Road 101, the proposed access will need to include a southbound right -turn lane and raised concrete center median along County Road 101. The median will need to extend 100 feet on both sides of the new access. The southbound right -turn lane length will need to provide adequate space for vehicles to safely decelerate and to accommodate the county's preferred turn lane dimensions. To ensure traffic impacts to County Road 101 will be limited to weekend hours, the access will need to incorporate a barricade (e.g. chain, gate, etc.) to be opened only during weekend services. Details of the access permit, as well as the design of the access, median, and right -turn lane will need to be formally reviewed by county staff during the permitting process. Hennepin County Transportation Project Delivery Public Works Facility, 1600 Prairie Drive, Medina, MN 55340 612-596-0300 1 hennepin.us ti Right -of -Way: We request right-of-way dedication (approximately 10 feet) necessary along County Road 101 to match our preferred 60-foot half right-of-way section allowing for future roadway needs, such as an off -road trail. Bicycle and Pedestrian: Consistent with the Hennepin County Bicycle Plan, we recommend the inclusion of an off -road trail along County Road 101 to both connect to the existing trail system south of Hackamore Road as well as the city's planned Hackamore Road trail. This would provide transportation choices and create connectivity within and between transportation modes for both the church community and surrounding neighborhoods. We welcome further discussion between the developer and city on how best to plan for and deliver this important multi -modal amenity. Americans with Disabilities Act (ADA) ramps and Accessible Pedestrian Signal (APS) infrastructure at the intersection of County Road 101 and Hackamore Road will need to be coordinated through the cities' planned Hackamore Road project. Storm Water / Drainage: Please ensure discharge rates remain less than existing flow rates. The county storm water system will not take water from new drainage areas. Additional treatments may be necessary if flow rates cannot match existing. Contact- Drew McGovern at 672-596-0208 or drew. mcgo vern @hennepin. us Permits: Please inform the developer that all construction within county right-of-way requires an approved Hennepin County permit prior to beginning construction. This includes, but is not limited to, driveway and street access, drainage and utility construction, trail development, and landscaping. Please also ensure the removal of all vacated driveways along County Road 101 and regrading of the ditch drainage. Contact: Michael Olmstead, Permits Coordinator at 612-596- 0336 or michael.olmstead@hennepin.us More Information: Please contact us for any further discussion of these items. Bob Byers: 612-596- 0354, robert.bvers@hennepin.us or Jason Gottfried. 672-596-0394,-ioson.gottfried@hennepin.us Sincerely, Carla Stueve, PE, PTOE County Highway Engineer Hennepin Legend Hennepin County Natural Resources Map — Streams Date:3/2/2020 wetlands Potential Wetland - HCWI Probable Wetland - HCWI I' A �L �• f�" ' 1 ; ! ; f I 4 Probable Wetland - NWI _ 40- �-7 r'Fla IF + Irk 1iY1� 4!ir.#t�s. ..... ti��- :i,l �4L dc-Ot �+ •+i11 S 5 � �.4 * t.5 No results Comments: 1 inch = 400 feet N A This data () is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnishedwith no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injuryor loss resulting from this data. COPYRIGHT ©HENNEPIN COUNTY 2020 E �;i i CALL BEFORE YOU DIG! Q \ ," Gopher State One Cal TWIN CITY AREA: 651-454-0002 �13M13M-�1-�41 n' TOLL FREE: 1-800-252-1166 WET NIL MUL C T U) \ WARNING: w I I THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY Q COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF \ LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, \ I \ VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE \ / CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED © WETLAND DURING CONSTRUCTION AT NO COST TO THE OWNER. � \ \ \ I � � � / 20' BUILDING / Oo-Oo� & PARKING SETBACK ' / / �BSd - / -IBSd - V V V V V 1 � � N +o- pSB� PSBL B612 CURB 0- m & GUTTER TYP-SEE DETAIL 1 31 J J m � 6 J \J Ln Jm ✓}�V) m LIGHT DUTY - BITUMINOUS PAVEMENT TYP-SEE DETAIL � J J � m NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A TOPOGRAPHIC SURVEY PREPARED BY E. G. RU D & SONS, INC. AND DATED APRI L, 2020. 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HEAVY DUTY I + �F+ + ++++ + z to 9s•96X 160 R BITUMINOUS \++++++0+++++ 0 /PAVEMENT \` +++++++++ +++++++ o J / TYP-SEE DETAIL ++++++++++ +++++++ or **** WETLAND *** +++++ +++ + + + + + + + 13612 CURB \` \++++++++ + + + + + 126 R &GUTTER 15'R / TYP-SEE DETAIL \ +\�_+.+++++++ +++++++ / WETLAND \� + + + R BUFFER-TYP \` m + ,,� + + + MONUMENT ` �, + + - +- 100'R SIGN � _ ++ + `--- +++ ++++++ + _ + 6.0' BIOFILTRATION BASIN ++r+ +' - - - 6. TYP-SEE DETAIL +�++ ++++++I /+ + + + + ++++�++ +++ + SBL PSBL PSBL PSBL PSBL _ fPdeH5 PSBL CURB *+I++ + +++ \ + + + - � 15' R 0 50 100 N- SCALE IN FEET CIVIL LEGEND DOSTING PROPOSED SANITARY MANHOLE • GSTORM MANHOLE O ® CATCH BASIN 00 CULVERT HYDRANT { GATEVALVE 14 OPIV POST INDICATOR VALVE OOPIV 0 LIGHT POLE 0 POWER POLE -Cr- SIGN -cr- owR BENCHMARK - SOIL BORINGS_ ® WATER MANHOLE ® TELEPHONE MANHOLE ® UTILITY MANHOLE V ELECTRIC MANHOLE -WWATER SERVICE -S• SANITARY SERVICE 4 HANDICAP PARKING DIRECTION OF FLOW SPOT ELEVATION i'-924-CONTOURS > SANITARY SEWER » STORM SEWER WATERMAIN FM FORCEMAIN FM DT- DRAINTILE » DT- SILT FENCE CURB & GUTTER RETAINING WALL f`fYWWYI TREELINE r'YW1rWY1 - - - - - EASEMENT LINE - - - - - SETBACK LINE - - - - -X X- FENCE LINE -X X TEL- UNDERGROUND TELE GAS UNDERGROUND GAS OH- OVERHEAD UTILITY FO- UNDERGROUND FIBER OPTIC ALE- UNDERGROUND ELECTRIC CTV- UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS 23 SITE DATA CURRENT ZONING: RSF-2 PROPOSED ZONING: RSF-2 PROPERTY AREA: 32.45 AC DISTURBED AREA: 25.26 AC EXISTING IMPERVIOUS AREA: 1.95 AC (6.0%) PROPOSED IMPERVIOUS AREA: 10.68 AC (32.9%) DEVELOPMENT AND DESIGN STANDARDS YARD (BUILDING) SETBACKS: FRONT (FROM 101) 100 FT MINIMUM SIDE (FROM HACKAMORE) 20 FT MINIMUM SIDE 10 FT MINIMUM REAR 30 FT MINIMUM OFF-STREET PARKING AND DESIGN STANDARD REQUIREMENTS OFF-STREET PARKING SETBACKS: FRONT (FROM 101) 100 FT MINIMUM SIDE (FROM HACKAMORE) 20 FT MINIMUM SIDE 10 FT MINIMUM REAR 10 FT MINIMUM MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 9 FT PARKING SPACE LENGTH = 18.5 FT DRIVE LANE WIDTH = 26 FT OFF-STREET PARKING CALCULATIONS PROPOSED CHURCH: XX,XXX SF @ X STALLS PER XXXX = XXX STALLS TOTAL PARKING REQUIRED = XXX STALLS TOTAL PARKING PROVIDED = 848 STALLS ACCESSIBLE PARKING PROPOSED ACCESSIBLE PARKING: 22 STALLS REQUIRED ACCESSIBLE PARKING: 17 STALLS" "REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 501 TO 1000 STALLS (2% OF TOTAL STALLS PROVIDED) SITE NOTES 1 . ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5. TYPICAL FULL SIZED PARKING STALL IS 9' X 18.5' UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED. 7. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. SIGNAGE AND STRIPING NOTES 1 . CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH. 3. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE PAINT. 4. ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5. ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL. 6. ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7. ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. EAGLE BROOK CHURCH WEST METRO CAMPUS B W B R 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 651.222.3701 bwbr.com Consultants ■ ■■ LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 19176A This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed/Registered Professional Engineer under the laws of the State of Minnesota Name Trevor D. Gruys- PE Date 05-19-2020 Lic./Reg. No. 53706 Issued For Item Date SD ISSUE 04-29-2020 CUP ISSUE 05-19-2020 C, This Sheet may be a Reduced Copy. The bar above is T' long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Comm. No. Drawn 3.2019023.00 TDG/ZBM/M DC Sheet Title SITE PLAN Sheet No. 220,oCS • 14.'�uic � /KUALVY x CORCORAN- CITY LIMITS - N 1 � _ FUTURE ROAD IMPROVEMENTS TO BE- DESIGNED &CONSTRUCTED BY CITY BITUMINOUS+ _CURB B-STYLE CURB m a o U V*V WENCK Responsive partner. Exceptional outcomes. Attachment C C:\Users\TorKC0063\Documents\Corcoran Offsite\3_City Projects\5_TLAC\2017 Water Revision\2016 TLAC Water Memo.docx Prepared for: City of Corcoran, MN 7^7 WENCK Responsive parmer. Exceptional O LALOm es. WENCK File #2294-0054 May 2020 8200 County Road 116 Corcoran, MN 55340 Prepared by: WENCK Associates, Inc. 1800 Pioneer Creek Center Maple Plain, MN 55359 Phone:763-479-4200 Fax: 763-479-4242 Table of Contents 1.0 INTRODUCTION..........................................................................................1-1 2.0 TRANSPORTATION......................................................................................2-1 2.1 Background.......................................................................................2-1 2.2 Proposed Development Characteristics..................................................2-1 2.3 Existing Conditions.............................................................................2-1 2.4 Existing Traffic Volumes......................................................................2-2 2.5 Traffic Forecasts.................................................................................2-2 2.6 Traffic Analysis...................................................................................2-4 2.7 Findings............................................................................................2-7 2.8 Cost Estimates...................................................................................2-7 3.0 SEWER AND WATER....................................................................................3-1 3.1 Background.......................................................................................3-1 3.2 Sewer...............................................................................................3-1 3.3 Potential Upsize of Water Main.............................................................3-1 3.4 Model Results.....................................................................................3-1 3.5 Sewer and Water Findings...................................................................3-1 4.0 DRAINAGE AND WATER RESOURCES...........................................................4-1 4.1 Stormwater Management.....................................................................4-1 4.2 Wetlands...........................................................................................4-1 4.3 Findings............................................................................................4-1 5.0 FINANCING.................................................................................................5-1 5.1 Summary..........................................................................................5-1 6.0 CONCLUSIONS AND RECOMMENDATIONS...................................................6-1 '7^'7WENCK May 2020 i Responsive partner. Exceptional outcomes. \\wenck.local\wenckspace\Voll\2294-Corcoran\54 Eagle Brook Church\Eagle Brook Report Text May 14th.docx Table of Contents (Cont.) IN -TEXT TABLES Table 1. Weekday Peak Hour Trip Generation for Proposed Church................................2-3 Table 2. Wednesday Evening Trip Generation for Proposed Church................................2-3 Table 3. Saturday Trip Generation for Proposed Church...............................................2-3 Table 4. Sunday Trip Generation for Proposed Church.................................................2-4 Table 5. Level of Service Results without CSAH 101 Access..........................................2-5 Table 6. Level of Service Results with CSAH 101 Access..............................................2-6 Table 7. Model Results for Water Main Increase and New Tower....................................3-1 FIGURES Site Plan and Infrastructure Impacts APPENDICES A Traffic Volumes B Preliminary Hackamore Design for Two Options C Stormwater Modeling Guidelines V^VWENCK May 2020 ii Responsive partner. Exceptional outcomes. \\wenck.local\wenckspace\Voll\2294-Corcoran\54 Eagle Brook Church\Eagle Brook Report Text May 14th.docx 1.0 Introduction Eagle Brook Church is proposing to construct a facility located on Hackamore Road and CSAH 101 in southeast Corcoran. The area is currently large lot (rural) residential and had previously been ghost platted as urban residential, so the change in use is under review for infrastructure impacts and needs related to traffic, sewer service, water supply, drainage and stormwater. This Draft Feasibility Study is the basis for cost estimating on public infrastructure needs for the site. Figure 1 shows the site layout and infrastructure impacts for the facility. May 2020 '7^'7WENCK 1-1 Responsive partner. Exceptional outcomes. \\wenck.local\wenckspace\Voll\2294-Corcoran\54 Eagle Brook Church\Eagle Brook Report Text May 14th.docx 2.0 Transportation 2.1 BACKGROUND This study examined weekday, Saturday, and Sunday peak hour traffic impacts of the proposed project at the following intersections: • County Road 116/1-lackamore Road • CSAH 101/1-lackamore Road • Hackamore Road/west development access • Hackamore Road/east development access • CSAH 101/development access 2.2 PROPOSED DEVELOPMENT CHARACTERISTICS For purpose of the traffic impact analysis, the proposed project will consist of the construction of a new church building with 1,500 seats (70,000 square feet). The project includes approximately 850 on -site parking spaces. The project has two access points on Hackamore Road, with the western access having dual lanes exit only and the eastern access, also dual lanes and enter only. A right in/right out access is proposed on CSAH 101. Church activities consist of the following: • Weekday activities between 8:00 am and 5:00 pm are conducted with 15 employees on site. • Wednesday evening student activities occur between 6:00 pm and 9:00 pm. Church staff estimate these activities involve 350 students and 35 adult volunteers. • On Saturdays, the church plans to hold services at 4:00 pm and 6:00 pm. • On Sundays, the church plans to hold services at 9:00 a.m. and 11:00 a.m. The project is expected to be completed in early 2022. 2.3 EXISTING CONDITIONS The proposed site consists of five existing single family homes and one house may remain (northwest lot), but four will be removed as part of the project. The project site is bounded by CSAH 101 on the east, Hackamore Road on the south, and single family homes (Lennar) to the west and north. Adjacent to the site, CSAH 101 is a two-lane undivided roadway with turn lanes at major intersections. On the south, Hackamore Road is a two-lane undivided roadway. Existing conditions near the proposed project location are further described below. County Road 116/Hackamore Road - The signalized intersection provides one left turn lane and one through/right turn lane on the northbound and southbound approaches. The eastbound and westbound approaches consist of one lane shared by all movements. CSAH 101/Hackamore Road - The signalized intersection provides one left turn lane, one through lane, and one right turn lane on the northbound and southbound approaches. The eastbound and westbound approaches consist of one lane shared by all movements. May 2020 '7^'7WENCK 2-1 Responsive partner. Exceptional outcomes. \\wenck.local\wenckspace\Voll\2294-Corcoran\54 Eagle Brook Church\Eagle Brook Report Text May 14th.docx 2.4 EXISTING TRAFFIC VOLUMES Existing weekday turn movement volumes for the CSAH 101/Hackamore Road and CR 116/Hackamore Road collected for the Hackamore Road design project were obtained from City staff. This data was used for the weekday a.m. and p.m. peak hour forecasts. The significant reduction in traffic volumes due to closures associated with COVID-19 eliminated the possibility of collecting accurate volume data for the Wednesday evening, Saturday, and Sunday time periods. Traffic volumes during these time periods were estimated using data from nearby MnDOT Automatic Traffic Recording locations collected in 2019. Using this data, hourly adjustment factors were developed and applied to the current weekday data, resulting in reasonable estimates for the Wednesday evening, Saturday, and Sunday time periods. These volumes were used in the development of traffic forecasts as described next. 2.5 TRAFFIC FORECASTS To adequately address the impacts of the proposed project, forecasts and analyses were completed for the years 2023 and 2030. Specifically, traffic forecasts were developed for the following time periods: • Weekday a.m. and p.m. peak hours • Wednesday from 6:00-7:00 pm and 9:00 to 10:00 pm • Saturday from 3:15 to 4:15 pm, 5:00 to 6:00 pm, and 7:00 pm to 8:00 pm • Sunday from 8:15 - 9:15 a.m., 10:00 - 11:00 a.m., and 12:00 - 1:00 p.m. These time periods were chosen based on information from Church staff, the church service times on Saturday and Sunday, and the time periods for student instruction on Wednesday evenings. In addition, traffic forecasts were developed both with and without the proposed right in/right out access on CSAH 101. Traffic forecasts were developed for following scenarios: • 2020 Existing. Existing volumes were determined through traffic counts at the subject intersections. The existing volume information includes trips generated by nearby uses. • 2023 No -Build. Existing volumes at the subject intersections were increased by 1.0 percent per year. In addition, traffic generated by nearby approved residential developments were added to determine 2023 No -Build volumes. The 1.0 percent per year growth rate was calculated based on both recent growth experienced near the site and projected growth in the area. • 2023 Build. Trips generated by the proposed development were added to the 2023 No -Build volumes to determine 2023 Build volumes. • 2030 No -Build. Existing volumes at the subject intersections were increased by 1.0 percent per year. In addition, traffic generated by nearby approved residential developments were added to determine 2030 No -Build volumes. The 1.0 percent per year growth rate was calculated based on recent growth experienced near the site May 2020 T^TWENCK 2-2 Responsive partner. Exceptional outcomes. \\wenck.local\wenckspace\Voll\2294-Corcoran\54 Eagle Brook Church\Eagle Brook Report Text May 14th.docx and projected growth in the area. • 2030 Build. Trips generated by the proposed project and the additional development to the west were added to the 2030 No -Build volumes to determine 2030 Build volumes. The expected development trips were determined from detailed attendance information provided by Eagle Brook Church. Attendance information from the existing Wayzata High School location was analyzed to establish the expected attendance at the proposed location. Based on this data and growth estimates for this area, the following attendance estimates were developed: Wednesday evening - 350 students and 35 adult volunteers Saturday services - 840 persons for the 4:00 pm service and 750 persons for the 6:00 pm service Sunday services - 1,200 persons for the 9:00 am service and 1,410 persons for the 11:00 am service. Expected vehicle occupancy and entering and exiting percentages were based on data from existing Eagle Brook Church locations. The entering and exiting percentages from this data were applied to the forecasted vehicle counts, resulting in the trip generation information in Tables 1 to 4. Table 1. Weekday Peak Hour Trip Generation for Proposed Church In Out A.M. Peak Hour 20 0 P.M. Peak Hour 0 20 Table 2. Wednesday Evening Trip Generation for Proposed Church PeriodTime Trips In Out 6-7 pm 235 200 9-10 pm 200 235 May 2020 Table 3. SaturdaX THL3 Generation for ProL3osed Church PeriodTime Trips In Out 315-330 p.m. 18 0 330-345 p.m. 96 0 345-400 p.m. 261 0 400-415 p.m. 106 0 500-515 p.m. 26 221 515-530 p.m. 95 210 530-545 p.m. 236 35 545-600 p.m. 73 13 700-715 p. m. 0 155 715-730 p.m. 0 223 730-745 p.m. 0 37 745-800 p.m. 0 14 2-3 V^VWENCK Responsive partner. Exceptional outcomes. \\wenck.local\wenckspace\Voll\2294-Corcoran\54 Eagle Brook Church\Eagle Brook Report Text May 14th.docx Table 4. Sunday Trip Generation for Proposed CI PeriodTime Trips In Out 815-830 a.m. 25 0 830-845 a.m. 137 0 845-900 a.m. 372 0 900-915 a.m. 152 0 1000-1015 a.m. 48 316 1015-1030 a.m. 179 300 1030-1045 a.m. 442 50 1045-1100 a.m. 136 19 1200-1215 p.m. 0 291 1215-1230 p.m. 0 419 1230-1245 p.m. 0 69 1245-100 p.m. 0 27 hurch Trip distribution percentages for the subject development trips were established based on information from Church staff. The distribution percentages for trips generated by the proposed development are as follows: • 25 percent to/from the north on CSAH 101 • 11 percent to/from the east on Hackamore Road • 28 percent to/from the south on CSAH 101 • 13 percent to/from the north on CR 116 • 4 percent to/from west (of CR 116) on Hackamore Road • 19 percent to/from the south on CR 116 Development trips were assigned to the surrounding roadway network using the preceding trip distribution percentages. Traffic volumes were established for all the forecasting scenarios described earlier. The resultant traffic volumes are shown in the appendix. 2.6 TRAFFIC ANALYSIS Traffic analyses were completed for the subject intersections for all scenarios described earlier using Synchro software. Year 2020 analysis was completed using existing geometrics, control, and signal timing. Year 2023 and 2030 analyses assumed the following improvements had been implemented on Hackamore Road: • CSAH 101/1-lackamore Road - East and west approaches expanded to provide one left turn lane, one through lane, and one right turn lane • CR 116/Hackamore Road - East and west approaches expanded to provide one left turn lane, one through lane, and one right turn lane • Hackamore Road/east development access - westbound right turn lane and eastbound left turn lane provided • CSAH 101/right turn access - southbound right turn lane provided Capacity analysis results are presented in terms of level of service (LOS), which is defined in terms of traffic delay at the intersection. LOS ranges from A to F. LOS A represents the best May 2020 T^TWENCK 2-4 Responsive partner. Exceptional outcomes. \\wenck.local\wenckspace\Voll\2294-Corcoran\54 Eagle Brook Church\Eagle Brook Report Text May 14th.docx intersection operation, with little delay for each vehicle using the intersection. LOS F represents the worst intersection operation with excessive delay. The following is a detailed description of the conditions described by each LOS designation: • Level of service A corresponds to a free flow condition with motorists virtually unaffected by the intersection control mechanism. For a signalized or an unsignalized intersection, the average delay per vehicle would be approximately 10 seconds or less. • Level of service B represents stable flow with a high degree of freedom, but with some influence from the intersection control device and the traffic volumes. For a signalized intersection, the average delay ranges from 10 to 20 seconds. An unsignalized intersection would have delays ranging from 10 to 15 seconds for this level. • Level of service C depicts a restricted flow which remains stable, but with significant influence from the intersection control device and the traffic volumes. The general level of comfort and convenience changes noticeably at this level. The delay ranges from 20 to 35 seconds for a signalized intersection and from 15 to 25 seconds for an unsignalized intersection at this level. • Level of service D corresponds to high -density flow in which speed and freedom are significantly restricted. Though traffic flow remains stable, reductions in comfort and convenience are experienced. The control delay for this level is 35 to 55 seconds for a signalized intersection and 25 to 35 seconds for an unsignalized intersection. • Level of service E represents unstable flow of traffic at or near the capacity of the intersection with poor levels of comfort and convenience. The delay ranges from 55 to 80 seconds for a signalized intersection and from 35 to 50 seconds for an unsignalized intersection at this level. • Level of service F represents forced flow in which the volume of traffic approaching the intersection exceeds the volume that can be served. Characteristics often experienced include long queues, stop -and -go waves, poor travel times, low comfort and convenience, and increased accident exposure. Delays over 80 seconds for a signalized intersection and over 50 seconds for an unsignalized intersection correspond to this level of service. The LOS results for the study intersections are presented in Tables 5 and 6. 2020 Existing Weekday.. B c Table S. Level B c of Service Pm B c Results Pm B c without 415 pm B c CSAH Pm B c 101 Access Pm B c 915 am B c A c B c 2023 No -Build B d B d B d B c B c B c B c B c A c B c 2023 Build B d B d B d B c B c B c B c B c C d C c 2030 No -Build C d B d C d B c B c B c B c B c C d C c 2030 Build C d B d C d B c B d C c B c B c C d C d CR 116/ Hackamore 2020 Existing B c B c B c A c A c A c A c A c A c A c 2023 No -Build B d B c B c A c B c A c A c A c A c A c 2023 Build B d B c B d B c B c B c B c B c B d B c 2030 No -Build B d C (d) C d B c B c B c B c B c B d B (c) May 2020 T^TWENCK 2-5 Responsive partner. Exceptional outcomes. \\wenck.local\wenckspace\Voll\2294-Corcoran\54 Eagle Brook Church\Eagle Brook Report Text May 14th.docx CSAH 101/ Hackamore Weekday AM Weekday PM Wed 6-7 pm Wed 9-10 pm Sat 315- 415 Sat 5-6 pm pm Sat 7-8 pm Sun 815- 915 am Sun 11 10- am Sun 1 12- pm Eastaccess Westaccess A=Overall intersection LOS, (b) = Worst movement LOS CSAH 101/ 2020 Existing Weekday B Table c 6. Level Weekday B c of Service Wed Pm B c Results Wed Pm B c With Sat 415 pm B c CSAH Sat Pm B c 101 Access Sat Pm B c Sun 915 B am c Sun A 10- c Sun B 12- c 2023 No -Build B d B d B d B c B c B c B c B c A c B c 2023 Build B d B d B d B c B c B d B c B c C d B c 2030 No -Build C d B d B d B c B c B c B c B c C d C c 2030 Build C d B d B d B c B d B d B c B c C d C c CR 116/ Hackamore 2020 Existing B c B c B c A c A c A c A c A c A c A c 2023 No -Build B d B c B c A c B c A c A c A c A c A c 2023 Build B d B c B d B c B c B c B c B c B d B c 2030 No -Build B d C d C d B c B c B c B c B c B d B c 2030 Build B d C d C d B c B c B c B c B c B d B c CSAH 101/ access 2023 Build A a A a A b A b A a A b A b A a A b A c 2030 Build A a A a A b A b A a A b A b A a A b A c Hackamore/ East access 2023 Build A a A a A a A a A a A a A a A a A b A a 2030 Build A a A a A a A a A a A a A a A a A b A a Hackamore/ West access 2023 Build A a A b A b A b A a A b A b A a A c A b 2030 Build A a A b A b A b A a A b A b A a A d A c A=Overall intersection LOS, (b) = Worst movement LOS As shown in Table 5, all movements and intersections with one exception operate at acceptable levels of service under the scenario with no access on CSAH 101. The one exception is the Hackamore Road/west access intersection, which operates poorly during the Sunday 10-11 am and Sunday 12-1 pm time periods. The poor level of service is due to the high volume of exiting traffic during the time periods. As shown in Table 6, all movements and intersections operate at acceptable levels of service under the scenario with access on CSAH 101. Operations at the Hackamore Road/west access intersection improve during the Sunday 10-11 am and Sunday 12-1 pm time periods because a portion of traffic exits onto CSAH 101 instead of Hackamore Road. Vehicle queue length impacts at the CSAH 101/Hackamore Road intersection were reviewed using the SimTraffic software. The queue length information was developed based on five runs of SimTraffic using detailed 15-minute volumes developed for each scenario. The SimTraffic simulations were carefully reviewed for all scenarios to determine if any vehicle queues on Hackamore Road would impede traffic operations at the Hackamore Road/east T^TWENCK May 2020 2-6 Responsive partner. Exceptional outcomes. \\wenck.local\wenckspace\Voll\2294-Corcoran\54 Eagle Brook Church\Eagle Brook Report Text May 14th.docx access intersection. Based on the current site plan, this intersection is located approximately 600 feet west of CSAH 101. Under all scenarios, the longest queue length was 329 feet on the eastbound approach at CSAH 101 during the Saturday 5-6 pm time period. All other eastbound queue lengths were shorter than 329 feet. Therefore, vehicle queues from the CSAH 101/1-lackamore Road intersection are not expected to impact the proposed access locations on Hackamore Road. 2.7 FINDINGS In order to accommodate the 2023 and 2030 traffic volumes presented in this report, we recommend implementation of the following improvements: CSAH 101/Hackamore Road • Construct left turn and right turn lanes on both the eastbound and westbound approaches • Install updated traffic signal control Hackamore Road/east development access • Construct a westbound right turn lane and an eastbound left turn lane CSAH 101/development access • We recommend construction of this access on CSAH 101, in order to improve traffic operations at the Hackamore Road access locations. Trail • A trail is proposed from west boundary of Ravinia to CSAH 101 which is part of the overall Hackamore project. Other recommendations: Recommended that Church staff develop a detailed Traffic and Parking Management Plan tailored for the proposed site to ensure efficient traffic and parking operations. The plan should include details on temporary traffic control at the access intersections, pedestrian accommodations, and parking accommodations. Ravinia has constructed temporary turnarounds and Larkspur and Lupine will be connected on the north loop road. For the remaining Goldenrod and 63rd Avenue connections, coordination is required for modification to permanent solutions meeting City standards with a design goal to minimize the necessary improvements. Easements may be required. 2.8 COST ESTIMATES The cost estimates for the Hackamore project were determined using the plans developed by WSB, the engineering firm contracted by the two cities for the preliminary Hackamore design plans. Since Hackamore has several developments and small cul de sac access points, two options were created for discussion between the cities. Option 1 is a "Continuous Three Lane", where the middle of the road is dedicated to left turns (See Appendix B for preliminary layout). This provides straighter alignment for the complete length of Hackamore. Option 2 is "Standard Turn Lanes", where the taper and turn lane are designed for each access point, and some road widths are narrower if no turn lane or taper occurs. The difference in road surface areas between Option 1 and Option 2 for this length of Hackamore road is minimal since the access points of Eagle Brook Church and CSAH 101 May 2020 T^TWENCK 2-7 Responsive partner. Exceptional outcomes. \\wenck.local\wenckspace\Voll\2294-Corcoran\54 Eagle Brook Church\Eagle Brook Report Text May 14th.docx turn lanes are all within the length so a "Continuous Third Lane" is very similar to the "Standard Turn Lane" design. Cost Basis Cost estimating was done using a Corcoran data base of recently constructed paving projects. Bid results for the public turn lane projects have ranged from $80 per square yard to a more recent $106 per square yard cost for the pavement work. For this Hackamore estimate a bituminous, aggregate and select granular for a recent (2020) street project was also utilized resulting in a unit cost of $90 per SY (see Appendix B). Construction estimates were from the Eagle Brook West Boundary and the CSAH 101 intersection and totals were increased by 25% for contingency, engineering, construction management, easements, etc. Option 1 Continuous Three Lane Total Square Yards = 10,600 = $954,000 Total Project Estimate = $1.2 M Option 2 Standard Turn Lane Design Total Square Yards = 10,240 = $921,600 Total Project Estimate = $1.15 M Signal For estimating purposes a cost of $250,00 can be used for new CSAH 101 signals. County and other cities participation will be pursued. Right In / Right Out The traffic analysis recommends a Right In / Right Out along CSAH 101 for the facility. The County will provide any design approval, however, for cost estimating purposes pavement quantity of 600 SY for "right in" and 400 SY improvement for the "right out" were used. County may require a center median to ensure the right in/right out movements, which triggers further road widening etc. Therefore, the cost estimate is: Right in / Right Out-- CSAH 101 • Total Square Yards = 1,000 SY = $90,000 • Used a 2.0 "Multiplier" for site constraints, median, widening, and other unknowns. Total Construction = $180,000 Total Estimate = $225,000 Trail Improvements A trail along the north side was estimated using $33 / SY for the thinner section of a pavement estimate. Trail results are: May 2020 V^VWENCK 2-8 Responsive partner. Exceptional outcomes. \\wenck.local\wenckspace\Voll\2294-Corcoran\54 Eagle Brook Church\Eagle Brook Report Text May 14th.docx Eagle Brook West Boundary to CSAH 101 • Total Square Yards = 2,030 SY = $67,000 • Culvert extension, creek crossing, etc. = $50,000 • Assumes grading and subgrade preparation are done with the development Total Trail Construction = $117,000 Total Trail Estimate = $150,000 May 2020 V^VWENCK 2-9 Responsive partner. Exceptional outcomes. \\wenck.local\wenckspace\Voll\2294-Corcoran\54 Eagle Brook Church\Eagle Brook Report Text May 14th.docx 3.0 Sewer and Water 3.1 BACKGROUND The parcel has laterals available from Ravinia and the existing water model was executed for pressure and fire flow. Corcoran will eventually have a tower and booster station so the analysis was provided for both (No Tower and With Tower). Secondly, it is assumed the 2020 Trunk Water Main is installed and operating along CR 116 west of Ravinia which provides 'looping" for the SE corner of Corcoran. Should the City project be delayed additional analysis on water modeling is needed. 3.2 SEWER The church can be serviced by the laterals installed with Ravinia as follows: • For "slab on grade" (no basement) construction, either Goldenrod (970.5) or Ravinia 11t" (979.25) • For a structure with a basement, the Goldenrod stub would be utilized. Additional information is needed for the land north of the "North Loop", which may also require sewer service. 3.3 POTENTIAL UPSIZE OF WATER MAIN Since the proposed land use changed and fire flows are above residential needs, the model was executed for 1) connecting to the existing 8-inch stubs and a second analysis 2) investigating the benefit achieved by increasing water main size to 12 inch. This would require replacing new 8-inch in Ravinia streets with 12-inch diameter pipe further back into the Ravinia system. 3.4 MODEL RESULTS Table 7. Model Results for Water Main Increase and New Tower 3.5 SEWER AND WATER FINDINGS • Sewer service is feasible through the Ravinia development. • Water model analysis shows that the upsizing to 12-inch (and reconstructing new infrastructure) does not provide additional benefit. • Looping will be occur between Lupine and Larkspur with the north loop road, and • Depending on the final site plan layout, looping for the remaining two water stubs may be necessary in accordance with municipal system practices. '7^'7WENCK May 2020 3-1 Responsive partner. Exceptional outcomes. \\wenck.local\wenckspace\Voll\2294-Corcoran\54 Eagle Brook Church\Eagle Brook Report Text May 14th.docx 4.0 Drainage and Water Resources 4.1 STORMWATER MANAGEMENT Stormwater is manageable for the site and will be subject to City stormwater guidelines, wetland regulations and Elm Creek Watershed approval. • Site drainage is to the southeast and it can be estimated from other developments in the west metro with heavy soils, that 3% to 5% of the buildable parcel area would be utilized for stormwater management (outside wetland boundaries). This site has elevation "drop" which will allow for higher pond storage and result in the lower end of the range (3% of buildable area) for an estimate of pond footprint area. • Drainage to southeast enters a culvert under Hackamore Road, then is channeled back under Hackamore Road from Medina near CR 101. • FEMA LOMR (Letter of Map Revision) process is being conducted for Ravinia drainage to the west, therefore upstream floodplain elevation will be established with that process and is not foreseen to affect this building site. • One unique site feature is a heavy duty plastic weir for a pond that drains onto the property. The weir was reviewed during Ravinia 11th EOF review and determined that access for improvements would occur during redevelopment of the residential property. Therefore, the City will coordinate the replacement with Lennar and Eagle Brook. 4.2 WETLANDS Significant wetlands exist and the formal process will need to be followed. It can be noted that Corcoran is the LGU for the Wetland Conservation Act and obtained this authority in 2019. 4.3 FINDINGS The stormwater shown on the concept plan will be modified during design and approval process. • City stormwater guidelines will be utilized (see Attachment) that cover flood modeling and drainage items. • An emergency overflow or diversion culvert conveying stormwater under church's main entrance may be required to protect Hackamore Road during extreme events. • Replacement / modification of the plastic weir is required. • Coordination with Hackamore project will be required, this site may provide combined benefit for treatment or wetland mitigation. • Opportunity may exist for an enhanced water quality treatment project and City would assist with leveraging watershed or grant funds. • FEMA LOMR process is underway for upstream Ravinia and may include Eagle Brook Church drainageway. May 2020 '7^'7WENCK 4-1 Responsive partner. Exceptional outcomes. \\wenck.local\wenckspace\Voll\2294-Corcoran\54 Eagle Brook Church\Eagle Brook Report Text May 14th.docx 5.0 Financing 5.1 SUMMARY Financing options of the infrastructure necessary for development and to mitigate impacts typically follow the approach of: On -site infrastructure is managed by the developer Updated (June) 2020 Trunk Line Area Charges for sewer and water (TLAC) will apply. Off -site projects are typically managed by the City (engineering, bidding and construction management) through a Letter of Credit and escrow process. Typically the LOC is posted for the entire project amount, and as bids are opened the construction amount is deposited in cash so the City can enter into a construction contract and the LOC is reduced. The financial package will be further detailed and negotiated as the project moves forward and culminates with inclusion in the overall Developer Agreement with the overall preliminary plat approval, which is updated for each final plat phase of the development. May 2020 '7^'7WENCK 5-1 Responsive partner. Exceptional outcomes. \\wenck.local\wenckspace\Voll\2294-Corcoran\54 Eagle Brook Church\Eagle Brook Report Text May 14th.docx 6.0 Conclusions and Recommendations The following infrastructure improvements are feasible and necessary to manage the development. These improvements are consistent with similar requirements based on infrastructure analysis for other developments in Corcoran Overall This feasibility study was based on a concept plan shown on Figure 1. Construction plans will be reviewed and modified related to stormwater management, utility pipe sizes, adjacent property stubs, street connections, pipe inverts, etc. Sewer and Water Sewer service is feasible through the Ravinia development. Water model analysis for the change in use show that the upsizing to 12-inch (and reconstructing new infrastructure) does not provide additional benefit, therefore the existing 8-inch pipes in Ravinia will be utilized. Looping will be required between Lupine and Larkspur and looping for the remaining two stubs will be at City discretion for municipal best practices and determined during approval process. Transportation The project impacts require improvements for traffic management as shown in this report and summarized below. Corcoran and Medina are beginning a joint project on Hackamore road improvements and Eagle Brook Church impacts will be included in the project. CSAH 101/Hackamore Road • Construct left turn and right turn lanes on both the eastbound and westbound approaches. • Install updated traffic signal control. Hackamore Road/east development access • Construct a westbound right turn lane and an eastbound left turn lane. CSAH 101/development access • We recommend construction of this access on CSAH 101 in order to improve traffic operations at the Hackamore Road access locations. Trail • A trail is proposed from Ravinia to CSAH 101, which is part of the overall Hackamore project. Traffic Management • We recommend that Church staff develop a detailed Traffic and Parking Management Plan tailored for the proposed site to ensure efficient traffic and parking operations. The plan should include details on temporary traffic control at the access intersections, pedestrian accommodations, and parking accommodations. May 2020 '7^'7WENCK 6-1 Responsive partner. Exceptional outcomes. \\wenck.local\wenckspace\Voll\2294-Corcoran\54 Eagle Brook Church\Eagle Brook Report Text May 14th.docx Turnarounds • Ravinia has constructed temporary turnarounds and Larkspur and Lupine will be connected on the north loop road. For the remaining Goldenrod and 63rd Avenue connections, coordination is required for modification to permanent solutions meeting City standards with a design goal to minimize the necessary improvements. Easements may be required. Stormwater and Water Resources • On site stormwater management is feasible. • The Elm Creek Watershed Management Commission's development rules and standards will apply and City stormwater guidelines. • City stormwater guidelines will also be utilized (see Attachment). • Plastic weir on the north edge is required to be replaced as directed by City. • An emergency overflow or diversion culvert conveying stormwater under church's main entrance may be required to protect Hackamore Road during extreme events. • Coordination with Hackamore road improvement project will be required, this site may provide combined benefit for road treatment, wetlands or enhanced water quality project. Credits in the overall project would be provided. • FEMA LOMR process is underway for upstream Ravinia and may include Eagle Brook Church drainageway. May 2020 V^VWENCK 6-2 Responsive partner. Exceptional outcomes. \\wenck.local\wenckspace\Voll\2294-Corcoran\54 Eagle Brook Church\Eagle Brook Report Text May 14th.docx Figures Site Plan and Infrastructure Impacts tir l a c f N ro � I m O ' J EXISTING POND WEIR STRUCTURE v _ NEEDS TO BE STUDIED AND FIX L COORDINATED WITH LENNAR D v Place RAVINIA 11TH TURNAROUD, STORMWATER 63rd -tF vEOF AND UTILITY COORDINATION WITH f NOlth { �'•,-.. LENNAR IS NECESSARY. SEWER INVERT LOOP WATER THROUGH 979.25 AT LARKSPUR IS FEASIBLE FOR AT SITE FROM LUPINE TO LARKSPUR WETLAND GRADE CONSTRUCTION. CONNECT TO 8" " WATERMAIN IN LARKSPUR VACATE EXISTING PRIVATE ` DRIVEWAY EASEMENT 8" WATER PROVIDE INFORMATION FROM LUPINE FOR DEVELOPMENT PLAN FOR THIS AREA NORTH OF LOOP ROAD MODIFY EASTERN v, g" bane PROPOSED STREET ALIGNMENT STREET STUB TO J LUpin e PERMANENT SOLUTION `!►" AND WATER LOOPING 0 SEWER INVERT IN 1,500 SEATS '�'_ Up LUPINE 994.3, a to NOT FEASIBLE FOR SINGLE STORY CHURCH SEWER SERVICE 70,000 SF CONNECTION. COUNTY DETERMINES CR 101 ACCESS /PCB °aT 310 CARS 200 CARS 8" WATER FROM 340 CARS00 " •�F+ GOLDENROD MAY LOOP TO LUPINE} •• ` SEWER INVERT IN GOLDENROD TRAFFIC ATER� GOLDENROD 970.5, IS FEASIBLE FOR ENT OR EMERGENCY ACCESSMAY '� WETLAND •: BE REQUIRED _ rr CONNECTION. t •ry• •�,,,,••• •• +•�[�.• _ WETLAND;.�.;�„ '•,{ T STORMWATER •{f MANAGEMENT •' • STORM WATER• AREA •-•"""""""""""•r• ••.MANAGEMENT AREA '-• •• r"'••• PLANNED COUNTY TRAIL ON WEST SIDE OF CR 101 - EXIT Hackamore Road ENTRY County Road 4- - EOF DIVERSION PIPE TO PLANNED TRAIL - STORMWATER GOES SOUTH INTO EAST MAY BE REQUIRED ON NORTH SIDE MEDINA THEN NORTH UNDER OF HACKAMORE HACKAMORE AND EAST UNDER CR 101 0 #•` y .{ a m +L F HACKAMORE , TRAIL AND CR 101 t r INTERSECTION IMPROVEMENTS 0 UNDER STUDY WITH MEDINA 0 U 250 125 0 250 N Feet Path: L:\2294\00541Pro\EagleBrooklEagleBrook.aprx y r 2 5/1/2020 4:25 PM ShuJCO243 Layout: Site Plan and Infrastructure Impacts CITY OF CORCORAN 'V^TWENCK MAY 2020 Site Plan and Infrastructure Impacts Responsive partner. Exceptional outcomes. Figure 1 Appendix A Traffic Volumes Weekdav A.M. Peak Hour Traffic Volumes without CSAH 101 Access CSAH 101/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 13 143 28 139 44 21 12 134 162 100 467 27 2023 No -Build 13 147 29 143 45 22 12 138 167 103 481 28 2023 Build 13 147 29 143 47 22 17 138 167 103 481 33 2030 No -Build 20 222 43 154 63 23 16 148 179 110 516 39 2030 Build 20 222 43 154 65 23 21 148 179 110 516 44 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 17 48 34 58 10 14 1 96 44 48 485 8 2023 No -Build 18 49 35 60 10 14 1 99 45 49 500 8 2023 Build 18 50 35 60 10 14 1 99 49 52 500 8 2030 No -Build 25 71 73 64 43 73 58 208 49 88 595 18 2030 Build 25 72 73 64 43 73 58 208 53 91 595 18 Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 8 190 - - 86 12 - - - - - - 2030 Build 8 285 - - 118 12 - - - - - - Hackamore/ West access 2023 Build - 198 - - 86 - - - - 0 - 0 2030 Build - 293 - - 118 - - - - 0 - 0 Weekdav P.M. Peak Hour Traffic Volumes without CSAH 101 Access CSAH 101/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 27 106 14 119 93 67 42 490 150 34 211 10 2023 No -Build 28 109 14 123 96 69 43 505 155 35 217 10 2023 Build 33 111 19 123 96 69 43 505 155 35 217 10 2030 No -Build 40 155 20 131 161 74 72 541 166 38 233 17 2030 Build 45 157 25 131 161 74 72 541 166 38 233 17 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 22 25 19 37 24 51 25 566 94 21 132 14 2023 No -Build 23 26 20 38 25 53 26 583 97 22 136 14 2023 Build 23 26 20 42 26 56 26 583 97 22 136 14 2030 No -Build 30 46 56 41 59 114 85 727 104 58 205 24 2030 Build 30 46 56 45 60 117 85 727 104 58 205 24 Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 0 163 - - 149 0 - - - - - - 2030 Build 0 227 - - 250 0 - - - - - - Hackamore/ West access 2023 Build - 151 - - 149 - - - - 12 - 8 2030 Build - 215 - - 250 - - - - 12 - 8 Wednesdav 6-7 P.M. Peak Hour Traffic Volumes without CSAH 101 Access CSAH 101/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 26 104 14 117 91 66 41 480 147 33 207 10 2023 No -Build 27 107 14 121 94 68 42 495 151 34 213 10 2023 Build 77 129 70 121 120 68 107 495 151 34 213 69 2030 No -Build 34 134 18 129 130 73 58 530 162 36 229 14 2030 Build 84 156 74 129 156 73 123 530 162 36 229 73 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 22 25 19 36 24 50 25 555 92 21 129 14 2023 No -Build 23 26 20 37 25 52 26 572 95 22 133 14 2023 Build 23 35 20 75 33 78 26 572 140 53 133 14 2030 No -Build 27 37 39 40 43 84 57 664 102 41 172 20 2030 Build 27 46 39 78 51 110 57 664 147 72 172 20 Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 85 276 - - 146 150 - - - - - - 2030 Build 85 314 - - 202 150 - - - - - - Hackamore/ West access 2023 Build - 233 - - 146 - - - - 128 - 72 2030 Build - 271 - - 202 - - - - 128 - 72 Wednesday 9-10 P.M. Peak Hour Traffic Volumes without CSAH 101 Access CSAH 101/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 7 41 7 43 23 15 9 103 51 22 112 6 2023 No -Build 7 42 7 44 24 15 9 106 53 23 115 6 2023 Build 66 68 72 44 46 15 65 106 53 23 115 56 2030 No -Build 9 49 9 47 31 17 13 114 56 24 124 8 2030 Build 68 75 74 47 53 17 69 114 56 24 124 58 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 7 12 9 16 6 11 4 109 23 12 102 4 2023 No -Build 7 12 9 16 9 11 4 112 24 12 105 4 2023 Build 7 20 9 61 15 42 4 112 62 38 105 4 2030 No -Build 9 15 14 18 10 18 10 130 25 17 119 5 2030 Build 9 23 14 63 19 49 10 130 63 43 119 5 Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 72 207 - - 39 128 - - - - - - 2030 Build 72 216 - - 51 128 - - - - - - Hackamore/ West access 2023 Build - 129 - - 39 - - - - 150 - 85 2030 Build - 138 - - 51 - - - - 150 - 85 Saturdav 315-415 P.M. Peak Hour Traffic Volumes without CSAH 101 Access CSAH 101/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 14 86 14 89 48 30 19 215 108 46 234 13 2023 No -Build 14 89 14 92 49 31 20 222 111 47 241 13 2023 Build 14 89 14 92 102 31 154 222 ill 47 241 133 2030 No -Build 16 99 16 98 59 33 24 237 119 51 258 15 2030 Build 16 99 16 98 112 33 158 237 119 51 258 135 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 14 26 19 33 12 23 9 228 48 24 213 8 2023 No -Build 14 27 20 34 12 24 9 235 49 25 219 8 2023 Build 14 46 20 34 12 24 9 235 49 25 219 8 2030 No -Build 16 31 25 36 16 31 16 262 53 31 241 10 2030 Build 16 50 25 36 16 31 16 262 144 94 241 10 Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 173 117 - - 82 307 - - - - - - 2030 Build 173 131 - - 97 307 - - - - - - Hackamore/ West access 2023 Build - 290 - - 82 - - - - 0 - 0 2030 Build - 304 - - 97 - - - - 0 - 0 Saturday 5-6 P.M. Peak Hour Traffic Volumes without CSAH 101 Access CSAH 101/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 14 86 14 89 48 30 19 215 108 46 234 13 2023 No -Build 14 89 14 92 49 31 20 222 111 47 241 13 2023 Build 134 142 148 92 96 31 140 222 111 47 241 120 2030 No -Build 16 99 16 98 59 33 24 237 119 51 258 15 2030 Build 136 152 150 98 106 33 144 237 119 51 258 122 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 14 26 19 33 12 23 9 228 48 24 213 8 2023 No -Build 14 27 20 34 12 24 9 235 49 25 219 8 2023 Build 14 44 20 125 31 87 9 235 131 81 219 8 2030 No -Build 16 31 25 36 16 31 16 262 53 31 241 10 2030 Build 16 48 25 127 35 95 16 262 135 87 241 10 Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 155 424 - - 82 274 - - - - - - 2030 Build 155 438 - - 97 274 - - - - - - Hackamore/ West access 2023 Build - 272 - - 82 - - - - 307 - 173 2030 Build - 286 - - 97 - - - - 307 - 173 Saturdav 7-8 P.M. Peak Hour Traffic Volumes without CSAH 101 Access CSAH 101/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 11 66 11 68 37 23 14 165 83 36 180 10 2023 No -Build 11 68 11 70 38 24 14 170 86 37 185 10 2023 Build 118 115 131 70 38 24 14 170 86 37 185 10 2030 No -Build 13 77 13 75 47 25 18 182 92 40 199 12 2030 Build 120 124 133 75 47 25 18 182 92 40 199 12 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 11 20 14 25 9 17 7 175 37 19 164 6 2023 No -Build 11 21 14 26 9 18 7 180 38 20 169 6 2023 Build 11 21 14 108 26 74 7 180 38 20 169 6 2030 No -Build 13 24 19 28 13 25 14 203 41 25 187 8 2030 Build 13 24 19 110 30 81 14 203 41 25 187 8 Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 0 365 - - 63 0 - - - - - - 2030 Build 0 376 - - 76 0 - - - - - - Hackamore/ West access 2023 Build - 91 - - 63 - - - - 274 - 155 2030 Build - 102 - - 76 - - - - 274 - 155 Sunday 815-915 A.M. Peak Hour Traffic Volumes without CSAH 101 Access CSAH 101/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 5 29 5 30 16 10 6 72 36 15 78 4 2023 No -Build 5 30 5 31 16 10 6 74 37 15 80 4 2023 Build 5 30 5 31 92 10 198 74 37 15 80 176 2030 No -Build 7 36 7 33 24 11 10 80 40 17 86 5 2030 Build 7 36 7 33 100 11 202 80 40 17 86 177 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 5 9 6 11 4 8 3 76 16 8 71 3 2023 No -Build 5 9 6 11 4 8 3 78 16 8 73 3 2023 Build 5 36 6 11 4 8 3 78 146 97 73 3 2030 No -Build 7 12 11 12 7 15 9 94 18 13 84 4 2030 Build 7 39 11 12 7 15 9 94 148 102 84 4 Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 246 40 - - 27 440 - - - - - - 2030 Build 246 48 - - 38 440 - - - - - - Hackamore/ West access 2023 Build - 286 - - 27 - - - - 0 - 0 2030 Build - 294 - - 38 - - - - 0 - 0 Sundav 1000-1100 A.M. Peak Hour Traffic Volumes without CSAH 101 Access CSAH 101/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 9 58 10 59 32 20 12 144 72 31 156 9 2023 No -Build 9 60 10 61 33 21 12 148 74 32 161 9 2023 Build 181 136 202 61 122 21 238 148 74 32 161 210 2030 No -Build 11 68 12 65 41 22 16 159 80 34 172 11 2030 Build 183 144 204 65 130 22 242 159 80 34 172 212 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 9 17 12 22 8 15 6 152 32 16 142 5 2023 No -Build 9 18 12 23 8 15 6 157 33 16 146 5 2023 Build 9 50 12 153 35 104 6 157 186 121 146 5 2030 No -Build 11 21 17 24 12 23 13 178 35 22 163 7 2030 Build 11 53 17 154 39 112 13 178 188 127 163 7 Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 290 519 - - 55 516 - - - - - - 2030 Build 290 530 - - 68 516 - - - - - - Hackamore/ West access 2023 Build - 369 - - 55 - - - - 440 - 246 2030 Build - 380 - - 68 - - - - 440 - 246 Sunday 1200-100 P.M. Peak Hour Traffic Volumes without CSAH 101 Access CSAH 101/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 13 81 14 84 45 29 19 203 101 44 220 12 2023 No -Build 13 83 14 87 46 30 19 209 104 45 227 12 2023 Build 214 172 240 87 46 30 19 209 104 45 227 12 2030 No -Build 15 93 16 93 56 32 23 224 112 49 243 14 2030 Build 216 182 242 93 56 32 23 224 112 49 243 14 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 13 24 18 31 11 21 8 215 45 23 201 7 2023 No -Build 13 25 19 32 11 22 8 222 46 24 207 7 2023 Build 13 25 19 185 43 127 8 222 46 24 207 7 2030 No -Build 15 29 24 34 15 29 15 247 50 29 228 9 2030 Build 15 29 24 187 47 134 15 247 50 29 228 9 Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 0 627 - - 77 0 - - - - - - 2030 Build 0 640 - - 92 0 - - - - - - Hackamore/ West access 2023 Build - 111 - - 77 - - - - 516 - 290 2030 Build - 1 124 - - 92 - - - - 516 - 290 Weekdav A.M. Peak Hour Traffic Volumes with CSAH 101 Access CSAH 101/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 13 143 28 139 44 21 12 134 162 100 467 27 2023 No -Build 13 147 29 143 45 22 12 138 167 103 481 28 2023 Build 13 147 29 143 47 22 17 138 167 103 481 28 2030 No -Build 20 222 43 154 63 23 16 148 179 110 516 39 2030 Build 20 222 43 154 65 23 21 148 179 110 516 39 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 17 48 34 58 10 14 1 96 44 48 485 8 2023 No -Build 18 49 35 60 10 14 1 99 45 49 500 8 2023 Build 18 50 35 60 10 14 1 99 49 52 500 8 2030 No -Build 25 71 73 64 43 73 58 208 49 88 595 18 2030 Build 25 72 73 64 43 73 58 208 53 91 595 18 CSAH 101/ access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build - - 0 - - - - 173 - - 612 5 2030 Build - - 0 - - - - 192 - - 665 5 Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 8 190 - - 86 7 - - - - - - 2030 Build 8 285 - - 118 7 - - - - - - Hackamore/ West access 2023 Build - 198 - - 86 - - - - 0 - 0 2030 Build - 293 - - 118 - - - - 0 - 0 Weekdav P.M. Peak Hour Traffic Volumes with CSAH 101 Access CSAH 101/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 27 106 14 119 93 67 42 490 150 34 211 10 2023 No -Build 28 109 14 123 96 69 43 505 155 35 217 10 2023 Build 32 110 15 123 96 69 43 505 155 37 221 10 2030 No -Build 40 155 20 131 161 74 72 541 166 38 233 17 2030 Build 44 156 21 131 161 74 72 541 166 40 237 17 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 22 25 19 37 24 51 25 566 94 21 132 14 2023 No -Build 23 26 20 38 25 53 26 583 97 22 136 14 2023 Build 23 26 20 42 26 56 26 583 97 22 136 14 2030 No -Build 30 46 56 41 59 114 85 727 104 58 205 24 2030 Build 30 46 56 45 60 117 85 727 104 58 205 24 CSAH 301/ access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build - - 6 - - - - 606 - - 263 0 2030 Build - - 6 - - - - 659 - - 288 0 Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 0 157 - - 149 0 - - - - - - 2030 Build 0 221 - - 250 0 - - - - - - Hackamore/ West access 2023 Build - 151 - - 149 - - - - 6 - 8 2030 Build - 215 - - 250 - - - - 6 1- 8 Wednesdav 6-7 P.M. Peak Hour Traffic Volumes with CSAH 101 Access CSAH 301/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 26 104 14 117 91 66 41 480 147 33 207 10 2023 No -Build 27 107 14 121 94 68 42 495 151 34 213 10 2023 Build 65 117 32 121 120 68 107 495 151 58 251 10 2030 No -Build 34 134 18 129 130 73 58 530 162 36 229 14 2030 Build 72 144 36 129 156 73 123 530 162 60 267 14 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 22 25 19 36 24 50 25 555 92 21 129 14 2023 No -Build 23 26 20 37 25 52 26 572 95 22 133 14 2023 Build 23 35 20 75 33 78 26 572 140 53 133 14 2030 No -Build 27 37 39 40 43 84 57 664 102 41 172 20 2030 Build 27 46 39 78 51 110 57 664 147 72 172 20 CSAH 301/ access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build - - 62 - - - - 627 - - 258 59 2030 Build - - 62 - - - - 675 - - 279 59 Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 85 214 - - 146 91 - - - - - - 2030 Build 85 252 - - 202 91 - - - - - - Hackamore/ West access 2023 Build - 233 - - 146 - - - - 66 - 72 2030 Build - 271 - - 202 - - - - 66 - 72 Wednesdav 9-10 P.M. Peak Hour Traffic Volumes with CSAH 101 Access CSAH 101/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 7 41 7 43 23 15 9 103 51 22 112 6 2023 No -Build 7 42 7 44 24 15 9 106 53 23 115 6 2023 Build 52 54 27 44 46 15 65 106 53 51 160 6 2030 No -Build 9 49 9 47 31 17 13 114 56 24 124 8 2030 Build 54 61 29 47 53 17 69 114 56 52 469 8 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 7 12 9 16 6 11 4 109 23 12 102 4 2023 No -Build 7 12 9 16 9 11 4 112 24 12 105 4 2023 Build 7 20 9 61 15 42 4 112 62 38 105 4 2030 No -Build 9 15 14 18 10 18 10 130 25 17 119 5 2030 Build 9 23 14 63 19 49 10 130 63 43 119 5 CSAH 101/ access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build - - 73 - - - - 174 - - 144 50 2030 Build - - 73 - - - - 184 - - 156 50 Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 72 134 - - 39 78 - - - - - - 2030 Build 72 143 - - 51 78 - - - - - - Hackamore/ West access 2023 Build - 129 - - 39 - - - - 77 - 85 2030 Build - 138 - - 51 - - - - 77 - 85 Saturdav 315-415 P.M. Peak Hour Traffic Volumes with CSAH 101 Access CSAH 101/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 14 86 14 89 48 30 19 215 108 46 234 13 2023 No -Build 14 89 14 92 49 31 20 222 111 47 241 13 2023 Build 14 89 14 92 102 31 154 222 ill 47 241 13 2030 No -Build 16 99 16 98 59 33 24 237 119 51 258 15 2030 Build 16 99 16 98 112 33 158 237 119 51 258 15 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 14 26 19 33 12 23 9 228 48 24 213 8 2023 No -Build 14 27 20 34 12 24 9 235 49 25 219 8 2023 Build 14 46 20 34 12 24 9 235 49 25 219 8 2030 No -Build 16 31 25 36 16 31 16 262 53 31 241 10 2030 Build 16 50 25 36 16 31 16 262 144 94 241 10 CSAH 101/ access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build - - 0 - - - - 267 - - 302 120 2030 Build - - 0 - - - - 287 - - 325 120 Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 173 117 - - 82 187 - - - - - - 2030 Build 173 131 - - 97 187 - - - - - - Hackamore/ West access 2023 Build - 290 - - 82 - - - - 0 - 0 2030 Build - 304 - - 97 - - - - 0 - 0 Saturdav 5-6 P.M. Peak Hour Traffic Volumes with CSAH 101 Access CSAH 101/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 14 86 14 89 48 30 19 215 108 46 234 13 2023 No -Build 14 89 14 92 49 31 20 222 ill 47 241 13 2023 Build 105 113 57 92 96 31 140 222 111 105 332 13 2030 No -Build 16 99 16 98 59 33 24 237 119 51 258 15 2030 Build 107 123 59 98 106 33 144 237 119 109 349 15 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 14 26 19 33 12 23 9 228 48 24 213 8 2023 No -Build 14 27 20 34 12 24 9 235 49 25 219 8 2023 Build 14 44 20 125 31 87 9 235 131 81 219 8 2030 No -Build 16 31 25 36 16 31 16 262 53 31 241 10 2030 Build 16 48 25 127 35 95 16 262 135 87 241 10 CSAH 301/ access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build - - 149 - - - - 358 - - 302 107 2030 Build - - 149 - - - - 378 - - 325 107 Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 155 275 - - 82 167 - - - - - - 2030 Build 155 289 - - 97 167 - - - - - - Hackamore/ West access 2023 Build - 272 - - 82 - - - - 158 - 173 2030 Build - 286 - - 97 - - - - 158 - 173 Saturdav 7-8 P.M. Peak Hour Traffic Volumes with CSAH 101 Access CSAH 101/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 11 66 11 68 37 23 14 165 83 36 180 10 2023 No -Build 11 68 11 70 38 24 14 170 86 37 185 10 2023 Build 92 89 50 70 38 24 14 170 86 89 266 10 2030 No -Build 13 77 13 75 47 25 18 182 92 40 199 12 2030 Build 94 98 52 75 47 25 18 182 92 92 280 12 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 11 20 14 25 9 17 7 175 37 19 164 6 2023 No -Build 11 21 14 26 9 18 7 180 38 20 169 6 2023 Build 11 21 14 108 26 74 7 180 38 20 169 6 2030 No -Build 13 24 19 28 13 25 14 203 41 25 187 8 2030 Build 13 24 19 110 30 81 14 203 41 25 187 8 CSAH 101/ access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build - - 133 - - - - 286 - - 233 0 2030 Build - - 133 - - - - 302 - - 251 0 Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 0 232 - - 63 0 - - - - - - 2030 Build 0 243 - - 75 0 - - - - - - Hackamore/ West access 2023 Build - 91 - - 63 - - - - 141 - 155 2030 Build - 102 - - 76 - - - - 141 - 155 Sundav 815-915 A.M. Peak Hour Traffic Volumes with CSAH 101 Access CSAH 101/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 5 29 5 30 16 10 6 72 36 15 78 4 2023 No -Build 5 30 5 31 16 10 6 74 37 15 80 4 2023 Build 5 30 5 31 92 10 198 74 37 15 80 4 2030 No -Build 7 36 7 33 24 11 10 80 40 17 86 5 2030 Build 7 36 7 33 100 11 202 80 40 17 86 5 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 5 9 6 11 4 8 3 76 16 8 71 3 2023 No -Build 5 9 6 11 4 8 3 78 16 8 73 3 2023 Build 5 36 6 11 4 8 3 78 146 97 73 3 2030 No -Build 7 12 11 12 7 15 9 94 18 13 84 4 2030 Build 7 39 11 12 7 15 9 94 148 102 84 4 CSAH 301/ access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build - - 0 - - - - 90 - - 100 172 2030 Build - - 0 - - - - 97 - - 108 172 Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 246 40 - - 27 268 - - - - - - 2030 Build 246 48 - - 38 268 - - - - - - Hackamore/ West access 2023 Build - 286 - - 27 - - - - 0 - 0 2030 Build - 294 - - 38 - - - - 0 - 0 Sundav 1000-1100 A.M. Peak Hour Traffic Volumes with CSAH 101 Access CSAH 101/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 9 58 10 59 32 20 12 144 72 31 156 9 2023 No -Build 9 60 10 61 33 21 12 148 74 32 161 9 2023 Build 139 95 72 61 122 21 238 148 74 115 291 9 2030 No -Build 11 68 12 65 41 22 16 159 80 34 172 11 2030 Build 141 103 74 65 130 22 242 159 80 117 302 11 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 9 17 12 22 8 15 6 152 32 16 142 5 2023 No -Build 9 18 12 23 8 15 6 157 33 16 146 5 2023 Build 9 50 12 153 35 104 6 157 186 121 146 5 2030 No -Build 11 21 17 24 12 23 13 178 35 22 163 7 2030 Build 11 53 17 154 39 112 13 178 188 127 163 7 CSAH 101/ access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build - - 213 - - - - 308 - - 202 201 2030 Build - - 213 - - - - 322 - - 218 201 Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 290 306 - - 55 315 - - - - - - 2030 Build 290 317 - - 68 315 - - - - - - Hackamore/ West access 2023 Build - 369 - - 55 - - - - 227 - 246 2030 Build - 380 - - 68 - - - - 227 - 246 Sundav 1200-100 P.M. Peak Hour Traffic Volumes with CSAH 101 Access CSAH 101/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 13 81 14 84 45 29 19 203 101 44 220 12 2023 No -Build 13 83 14 87 46 30 19 209 104 45 227 12 2023 Build 165 124 87 87 46 30 19 209 104 142 380 12 2030 No -Build 15 93 16 93 56 32 23 224 112 49 243 14 2030 Build 167 134 89 93 56 32 23 224 112 146 396 14 CR 116/ Hackamore EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2020 Existing 13 24 18 31 11 21 8 215 45 23 201 7 2023 No -Build 13 25 19 32 11 22 8 222 46 24 207 7 2023 Build 13 25 19 185 43 127 8 222 46 24 207 7 2030 No -Build 15 29 24 34 15 29 15 247 50 29 228 9 2030 Build 15 29 24 187 47 134 15 247 50 29 228 9 CSAH 301/ access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build - - 250 - - - - 404 - - 284 - 2030 Build - - 250 - - - - 424 - - 306 - Hackamore/ East access EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2023 Build 0 377 - - 77 0 - - - - - - 2030 Build 0 390 - - 92 0 - - - - - - Hackamore/ West access 2023 Build - 111 - - 77 - - - - 266 - 290 2030 Build - 124 - - 92 - - - - 266 - 290 Appendix B Preliminary Hackamore Design for Two Options ROADWAY COSTS PER SQUARE YARD Depth (IN) Conversion Conversion Units Unit Qty / SY Unit Price Total Price / SY Common Excavation 36.5 - CU YD 1.01 $ 12.00 $ 12.17 Bituminous Pavement - Road 6.5 120 LB/SY-IN TON 0.39 $ 70.00 $ 27.30 Aggregate Base - Road 12 115 LB/SY-IN TON 0.69 $ 18.00 $ 12.42 Select Granular - Road 18 115 LB/SY-IN TON 1.04 $ 18.00 $ 18.63 Geotextile - Road - - SQ YD 1.00 $ 3.00 $ 3.00 Striping LIN FT 1.00 $ 1.00 $ 1.00 SUBTOTAL COST / SY $ 75.00 TRAIL COSTS PER SQUARE YARD Bituminous Pavement - Trail Aggregate Base - Trail Mobilization, Traffic, Removals $ 7.50 Other $ 7.50 TOTAL COST / SY $ 90.00 Ueprn Conversion conversion I Unit Qty / SY Unit Price 1 otai Trice (IN) Units SY V - - 3 120 LB/SY-IN 6 115 LB/SY-IN TON 0.18 $ 90.00 $ TON 0.35 1 $ 20.00 $ SUBTOTAL COST / SY $ Mobilization, Traffic, Removals $ Other $ TOTAL COST / SY 1 $ 16.20 6.90 27.00 2.70 32.40 Appendix C Stormwater Modeling Guidelines V ^Ak V WENCK Stormwater Guidelines for Development March 2019 Issue Cities changing from rural to urban development are challenged by the additional stormwater generated due to construction of impervious surfaces, along with the offsite infrastructure, or lack thereof, to manage effectively. To standardize the modeling and review process, the guidelines below were created for efficiency. Note: A watershed approval is required per Elm Creek WMO rules, which also reviews flow rates, water quality and volume management. Modelin Watershed Information • Provide an aerial photo of the development that includes the overall watershed and subwatershed boundaries • Provide a summary of the acreage to each discharge point leaving the site. Any increase (or decrease) shall be identified. • Show any floodplain adjacent to project or within the project • Show downstream water bodies and flow paths o Downstream flow paths and water bodies typically need to have elevations, inverts, and condition identified. Subwatersheds A HydroCAD model (typically used) has inputs that can vary by user. To minimize resubmittals, review time and effort, the following data shall be utilized. • Electronic model shall be submitted • Hydrologic Soil Group (HSG) shall be lowered one category due to the mass grading and compaction of the soils. For example, an existing B soil, shall be modeled as a proposed C soil (unless it remains undisturbed) • Wetlands, filtration basins, and ponds shall be modeled at CN of 98 • Identify peak rates for storm events and proposed shall be equal or less than existing rates. o Note: There are certain conditions where at City's discretion the off -site conditions require a reduction in flow rate from existing rates. SWMM (i.e. EPA-, XP-, or PC-) models can be submitted for review, however these increase review time. Model Setup for Outlet Control Structures, NWLs and Infiltration • The model's flow control structures (OCS, culverts, etc.) shall match the construction plan information. During the plan and model review both may be modified and revised • Individual detail plates are required for each OCS, and individual plates shall have inverts identified • A pond or wetland NWL (and model starting elevation) shall be set at the constructed outlet control elevation. o No live storage shall be utilized below the controlling OCS elevation. o No live storage shall be used for filtration shelves on ponds below controlling OCS elevation If a pond or wetland has an NWL (wet surface), infiltration shall not be used in flood routing. If a pond has filtration BMP causing drawdown below the NWL, this drawdown elevation shall not be used as the NWL for flood routing. (Filtration has a slower release time and during wet periods is not available as live storage). Construction Plans Catch Basins • Street drainage shall be sufficient to manage the 10-year event • Typical a CB inlet capacity is 2 to 2.5 CFS, and CBs shall be spaced accordingly • Three inches (0.25 feet) of head on a CB will inundate a street centerline (20/o slope). • Spacing is 200 to 250 feet using longitudinal street dimensions of 40 feet from road centerline to half the house footprint (assumes rear half of house drains to rear yard). Dimensions equal 10,000 SF. • CBs may be required on both sides of ped ramps to capture flows Natural Drainage Features • Waterbodies receiving urban drainage (wetlands, ditches, gullies) may need to have OCS installed, erosion protection, or reduced flow rates to allow the feature to function over the long term due to more consistent flows from increased impervious via development • Offsite work may be necessary and City will assist with coordination, easements, etc. HWLs and EOFs • The freeboard requirements are: o Low Opening is a minimum of two feet above the HWL o Low Opening is a minimum of two feet above the EOF • EOFs shall be accurately shown and as builts are required. The highest point shall be the EOF (for example top of curb) since this is the controlling elevation o In certain instances, channel calculations of the swale may be required to show the EOF has capacity to manage estimated flow • Overland EOFs are preferred, however if a second pipe serves as an EOF then modeling will include a 100-year event using the second pipe (EOF) as the only outlet (primary outlet plugged). Rear Yards • Rear yards or swales less than 2% shall have draintile. Typically, every two to three lots will require rear yard CBs. Sump Connections • Houses adjoining a wetland or pond do not need individual sump connection • Others will have access to rear yard stormsewer. Offsite Impacts Adjacent Parcels • City will review adjacent parcels (downstream and upstream) for impacts from volume, point discharge, etc. and may require off site improvements. City will assist in coordination of any off site work. • Off site water quality improvement projects may be determined by the City for assistance with compliance with City's TMDL approach of implementing improvements upon development. • FEMA modifications may be necessary due to development and implemented by City. 2 T:\2294-Corcoran\33-Pulte Homes\Stormwater Modeling Guidelines for Development.do- '7 ^JY WENCK Responsive partner. Exceptional outcomes. Toll Free: 800-472-2232 Email: wenckmp@wenck.com Web: wenck.com CERTIFICATE OF SURVEY TREEINVENTORY (TAGGING/DATA FURNISHED BY JACOBSON ENVIRONMENTAL) --for-- EAGLE BROOK CHURCH --of-- Eagle Brook Church - West Campus I Corcoran, MN \ I \ I NORTH LINE OF THE SE 1/4 OF THE SE 1/4 OF S.36-T.119-R.: y........ 547-.- 93.. 1 °°° Q o'.. ''.Q.. o a 0. o ., . I O . Q C �...... I OO `: — ° ° °� o o o :aax .. ow a1 3�9 ° -6 265, 5 D ;O 81 'ACR I' ., E El v y" 3164 ¢50 27 O 28 N S 2 .. 24' " z --I ....�..�..... 5 2 . 70•'� ......0.... I I I I ,. ......... '................4" .� .......... ..........IOU �.............".......... ...•'' .'' �l2 1_ :fI.� .. .................. ...' ... L-7 Yv :•N O ° • / n�•'•, .................... O OOO >/ m GLL o � } ' O I_ Lu O U) ... w . 15 158 JI 1 ... / �'• E I$o'': Is4 ''�.''•• . 182 .• ,":::...::: 1, ' 53I N N ... 152fR151 M N W 187..''�� lyF T 165 WETLAND �ISU ❑E < 75 8889. 90 91 i ^� 85 1490- : •••............ 8 1 T 4.. • • a 1488- 82''. 110- 1487-/".•.77.' ..'•. 8 V . 78', $b O°:;�•.O°O°O°OvOvOU0 ........ DRAWN BY: CMB JOB NO: 200191PP DATE: 04/09/20 CHECK BY: JER FIELD CREW: CB / JH 1 04/24/20 ADDITIONAL TOPO CMB 2 04/30/20 RECORD PLAN INFORMATION CMB 3 NO. DATE DESCRIPTION BY EST. I'll professional Land Surveyors www.egrud.com 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 OVERALL PROTECT BUNDARY W 3 ...........................� CL \ J 50 O.0 71\ o / ° �':'1QO ._4..f9..-.°.:.IIII''; :Q�1 �.i::.fIIIlIIIIoI� '® '�.'\.r.• O�4� :- .•.'.: O.—i�..-.�1', —1'<'��<. 3 2 50\'- lr :Q.g:'opam! _III r II '•\ •...1Q'9' 9�_,- Q'�~'`•LII1III.fII ' I•Ii .{• •I .I '. . .. .�."...•.o-.\U. r•—.`''= �•=.\�. .8.r ." bjr C•—\'—IQ2-3isA�— "—--�QDD -- '• —��/-\: (—� \f4t sJ4S = , S .b�flOOO-CO '/r .. •..i:.• •OC�°C�'O : s : •` ; .. • ,i �60 .44 1.3 D LU F. ...... 4 R3O'O''°WWN °° (n C( � °°O °°zp -j 00 cO O 'ETLAND, W W LU EOwn O OO Q. �JC O 0O280-/ 0 O : 4(NOTHAE7`E S&TH 780 -FEET OF HE SE 1/4 OF T 1/4 OF 5.36-T.119-R.23 -------------P:---- .289 �w 119 191�262,155S.F.°' 0...SO Oao 3.02 ACRES) O O w293 0 LU O02 O O �°° o W .. O O z M'29 W W.:..: ias O O O o .Q� FORTH LINE OF THE 50UTH 400 'SE 1/4 OF'°OQ' ,O FEET OF THE.SE"-.. —23 44a 141/4 OF S.36-fi.1 9 R.''..O. OO O 09,.806 S.F.. 0i 03: O 0 O39247Oi 201° 232 O 23U .......... 231 Ooi•. zzs Oe 225 223. ......... _ cu — wwm0 _ r ` 21 '•: 1. L• I � � �. '•. 209 Z . I.Y�• •. '•.� x �1.0 213 ,i 21Y•. 219 } D ' E� GRAPHIC SCALE 100 0 50 100 200 1 INCH = 100F'EET I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. JA N Date: 5/18/2020 License No. 41578 i 400 N flTES \ \ 1 I 60 i LL LuO ww� LLO w w zOl J F- / U) Lu T I I I I \ I I � I 0 n 'SE CORNER OF THE SE 1/4 OF THE SE 1/4 OF S.36-T.119-R.23 TREE CONDITION KEY ......... ... \(E) (PER JAC6BS-OiV E1gV1RONMENTAL) - Field survey was completed by E.G. Rud and Sons, Inc. in March and April of 2020. - Bearings shown are on Hennepin County datum. - Curb shots are taken at the top and back of curb. - Utilities are shown per record plans as provided by the city of Corcoran and per Gopher State One Tickets #200660636, #200660637, #200660638, #200660639, and #200660640. - Tree inventory completed by Jacobson Environmental. - Wetland delineation completed by Kjolhaug Environmental. NORTH 1 Dead 2 Very Poor 3 Poor 4 Fair 5 Average 6 Good 7 Very Good 8 Excellent 9 Outstanding Tag DBH Condition Species 1 8 6 White spruce 2 11 6 Blue spruce 3 9 6 White spruce 4 1 10 5 Freeman Maple 5 12 5 Silver maple 6 13 4 Silver maple 7 10 5 Silver maple 8 10 5 Freeman Maple 9 g 4 Apple 10 8 5 Red pine 11 11 5 Red pine 12 12 5 Red pine 13 8 1 Red pine 14 9 5 Red pine 15 8 5 Red pine 16 8 5 Red pine 17 12 5 Red pine 18 1 8 5 Red pine 19 8 5 Red pine 20 12 5 Red pine 21 9 5 Red pine 22 8 5 Red pine 23 9 5 Red pine 24 11 5 Red pine 25 10 5 Red pine 26 12 5 Red pine 27 1 10 5 Red pine 28 10 5 Red pine 29 10 5 Red pine 30 10 5 Red pine 31 8 5 Red pine 33 9 4 Freeman Maple 32 10 6 Freeman Maple 34 8 6 Blue spruce 35 12 6 White spruce 36 8 6 Blue spruce 37 10 1 Sugar maple 38 10 6 White spruce 39 10 5 Blue spruce 40 12 5 Green ash 41 8 5 Freeman Maple 42 11 5 Green ash 43 14 4 Silver maple 44 10 6 1 White spruce 45 10 4 1 Silver maple 46 11 5 White spruce 47 18 5 Cottonwood 48 31 5 Black willow 49 30 5 Black willow 50 18 5 Black willow 51 12 2 Black willow 52 12 2 Black willow 53 8 4 Box elder 54 1 11 4 Black willow 55 31 4 Black willow 59 20 5 Cottonwood 60 12 4 Cottonwood 61 8 5 Red pine 62 8 3 Red pine 63 8 5 Red pine 64 8 5 Red pine 65 8 1 5 White spruce 66 10 5 Red pine 67 10 5 Red pine 68 10 5 Red pine 69 9 5 Red pine 70 1 9 5 Red pine 71 8 5 Red pine 72 g 5 Red pine 73 9 5 Red pine 74 8 5 Red pine 1652 9 4 Buroak 1651 1 8 5 Buroak 1503 21 5 Buroak 1502 10 5 Silver maple 1501 9 5 Silver maple 75 9 5 Buroak 76 8 4 Black willow 1490 12 5 Silver maple 1489 13 5 Silver maple 1488 8 4 Silver maple 1487 8 4 Box elder 77 8 5 Red pine 78 12 5 Red pine 79 20 5 Silver maple 80 9 1 White spruce 81 8 5 Red pine 82 10 4 Red pine 83 9 5 Red pine 84 8 5 Apple 85 8 5 Apple 86 8 5 Apple 87 25 4 Silver maple 88 20 5 Silver maple 89 19 5 Silver maple 90 8 3 Paper birch 91 25 5 Silver maple 92 23 5 Cottonwood 93 8 5 River birch 94 8 5 River birch 95 8 5 River birch 96 8 1 5 River birch 97 9 5 River birch 98 8 2 Freeman Maple 99 10 5 White pine 100 1 8 4 Box elder 101 8 4 Scotch pine 102 8 5 River birch 103 8 4 River birch 104 10 1 4 Box elder 105 8 2 Red pine 106 10 2 Red pine 107 12 5 Scotch pine 108 11 5 Red pine 109 9 5 Red pine 110 11 6 Scotch pine 112 8 3 White spruce 113 8 5 River birch 114 8 5 River birch 115 1 8 5 River birch 116 8 5 River birch 117 8 5 River birch 118 8 5 River birch 119 9 2 Freeman Maple 120 8 5 River birch 121 22 5 Silver maple 122 8 5 Apple 123 12 4 Freeman Maple 124 13 4 Freeman Maple 125 12 5 River birch 126 8 5 White spruce 127 10 3 Blue spruce 128 10 2 Blue spruce 129 20 5 Silver maple 130 10 3 Scotch pine 131 9 2 Freeman Maple 132 8 2 Freeman Maple 133 8 2 White spruce 134 9 5 Blue spruce 135 11 5 Blue spruce 136 12 5 Blue spruce 137 9 5 Scotch pine 138 9 5 Freeman Maple 139 8 5 Green ash 140 12 5 Blue spruce 141 9 4 Red pine 142 11 5 Red pine 143 21 5 Silver maple 144 8 1 4 Blue spruce 149 9 4 Red pine 145 8 5 White spruce 146 10 4 Blue spruce 147 9 3 White spruce 148 9 5 Red pine 150 9 5 White spruce 151 8 5 Green ash 152 24 5 Silver maple 153 10 4 Freeman Maple 154 12 5 Scotch pine 155 22 5 Silver maple 156 18 4 Blue spruce 157 15 5 Silver maple 158 17 5 White spruce 159 10 5 Scotch pine 160 10 2 White spruce 161 9 4 Green ash 162 12 5 Freeman Maple 163 14 6 White pine 164 11 5 Sugar maple 165 19 5 White pine 166 10 4 White spruce 167 10 4 Blue spruce 168 11 5 White spruce 169 10 5 Scotch pine 170 8 4 White spruce 171 20 3 Silver maple 172 21 5 Silver maple 173 11 4 Silver maple 174 12 5 Silver maple 175 8 3 Red pine 176 12 5 Blue spruce 177 11 5 Blue spruce 178 11 5 Blue spruce 179 12 5 Blue spruce 180 8 5 River birch 181 8 5 Lilac 182 15 4 Sugar maple 183 8 4 Apple 184 1 8 5 Apple 185 9 5 Apple 186 9 5 Apple 187 8 5 Apple 188 9 5 Apple 189 8 5 Apple 190 21 3 Cottonwood 191 24 4 Weeping willow 192 25 4 Weeping willow 193 35 1 4 Weeping willow 194 8 4 Weeping willow 195 36 4 Weeping willow 196 8 4 Green ash 197 15 4 Green ash 198 13 1 2 Box elder 199 15 2 Green ash 201 10 5 Blue spruce 202 12 5 Blue spruce 203 12 4 Green ash 204 10 5 Blue spruce 205 10 5 Blue spruce 206 10 5 1 Blue spruce 207 12 5 Red pine 208 1 13 3 Green ash 2091 13 4 Green ash 210 13 4 White spruce 211 8 4 White spruce 212 14 2 Norway spruce 213 14 4 Norway spruce 214 9 3 Black cherry 215 15 4 Norway spruce 216 14 4 White spruce 217 9 4 Paper birch 218 9 4 White spruce 219 10 5 Balsam Fir 220 15 4 Basswood 221 10 4 Green ash 222 10 4 Norway maple 223 14 5 Locust 224 18 5 Red pine 225 8 3 Red pine 226 12 5 Red pine 227 9 4 Red pine 228 8 4 Red pine 229 16 4 Red pine 230 10 5 Red pine 231 9 4 Red pine 232 14 4 Red pine 233 17 4 Green ash 234 16 5 Locust 235 14 5 Locust 236 12 4 White spruce 237 20 5 Blue spruce 238 22 5 White spruce 239 8 3 White spruce 242 8 4 White spruce 243 9 4 White spruce 244 10 4 White spruce 245 10 5 Paper birch 246 14 3 Paper birch 247 10 5 Locust 240 13 5 Box elder 241 10 4 Box elder 248 10 4 Sugar maple 249 9 4 Box elder 250 9 5 Balsam Fir 251 11 4 Green ash 252 13 4 Paper birch 253 12 5 Sugar maple 254 11 5 Siberian elm 255 10 4 Box elder 256 8 3 Box elder 257 8 3 Apple 258 14 4 Apple 259 18 4 Blue spruce 260 14 4 Norway maple 261 15 5 Red oak 262 12 5 Norway maple 263 15 5 Basswood 264 16 4 Basswood 265 26 6 Buroak 266 9 1 Norway maple 267 17 4 Norway maple 268 14 5 Paper birch 269 10 5 White spruce 270 11 5 White pine 271 14 5 White pine 272 14 5 White pine 273 12 5 White pine 274 12 5 White spruce 275 11 5 Red oak 276 12 6 White pine 277 11 6 White pine 278 10 5 White pine 279 g 5 White spruce 280 14 6 White pine 281 8 5 White spruce 282 8 5 White spruce 283 8 5 White spruce 284 8 5 White spruce 285 11 5 Green ash 286 8 6 White cedar 287 8 6 White cedar 288 8 5 Apple 289 9 5 River birch 290 8 4 White spruce 291 10 5 River birch 292 10 4 Blue spruce 293 11 5 River birch 294 8 4 Freeman Maple 295 10 4 Freeman Maple 296 10 4 Freeman Maple 297 9 1 5 Freeman Maple 298 8 5 Freeman Maple 299 10 5 Sugar maple 300 11 5 Sugar maple 501 12 5 Sugar maple 502 12 1 5 Sugar maple 503 8 1 6 White cedar 504 8 6 White cedar 506 18 5 Green ash 507 14 5 Sugar maple 508 9 5 River birch 509 9 5 River birch 510 9 5 River birch 511 8 5 River birch 512 9 5 River birch 513 10 5 River birch 514 9 5 River birch 515 18 4 Green ash 516 12 3 Green ash 517 15 4 Box elder C:\USERS\CHAD\DESKTOP\DEKSTOP DWGS\200191PP\200191PP.DWG SHEET 1 OF 3 1 - _ IQ01.4:_ „ ..... 001.0..• ' . 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DATE DESCRIPTION BY11 ' ' ' n r. r I -r I . ♦ L I SOUTH LINE OF THE SE 1/4 OF THE SE 1/4 OF S.36-T.119-R.23 ----- - - - - - CURB S �a _ _ LEGEND T�P�q 1/\/ I I I I I\/I H- /_\ I I I I \/1/ / I F1 963.59 �,I.y��G`Z� '12 R$. °9 J - - /_\ I I I I I I I I I I\ I 5 CQ 9 >I 8g r'y-- V Y I L_ L/ 1 I L- / \ L/ ♦/ Y Y/ -} 1 I 1 / \ L/ L/ I I I \/ I V �: / - • DENOTES IRON MONUMENT FOUND AS LABELED GV DENOTES GAS VALVE O� 9jI'6I Ill" Professional Land Surveyors www.egrud.com 6776 Lake Drive IV E, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. JA O� N E. RIJD Date: 5//18/2020 License No. 41578 O DENOTES FOUND MAGNETIC DRAW (_� DENOTES GUY WIRE 0 DENOTES AIR CONDITIONING UNIT ❑H DENOTES HAND HOLE -4 DENOTES BRACE POLE OR GUY POLE �Cf DENOTES HYDRANT ❑ DENOTES CATCH BASIN ]�( DENOTES LIGHT POLE © DENOTES CABLE PEDESTAL F__ DENOTES MAILBOX eco DENOTES CLEAN OUT � DENOTES MISCELLANEOUS MANHOLE OCs DENOTES CURB STOP CC)-, DENOTES POWER POLE ❑E DENOTES ELECTRICAL BOX � DENOTES SANITARY SEWER MANHOLE QE DENOTES ELECTRICAL MANHOLE DENOTES SIGN X952.36 DENOTES EXISTING SPOT ELEVATION DENOTES STORM SEWER APRON ❑F DENOTES FIBER OPTIC BOX © DENOTES GAS METER \ DENOTES STORM SEWER MANHOLE DENOTES TREE TAG NUMBER � DENOTES FINISHED FLOOR ELEVATION \w DENOTES WELL ® DENOTES SOIL TEST D4 DENOTES WATER VALVE ................................. ' • ..... DENOTES EXISTING CONTOURS x x DENOTES FENCE CDCDCDCDCDCDCDCDCD DENOTES RETAINING WALL DENOTES TREE LINE > DENOTES EXISTING SANITARY SEWER sST DENOTES EXISTING STORM SEWER -OHu DENOTES OVERHEAD UTILITY E DENOTES UNDERGROUND ELECTRIC LINE GAS DENOTES UNDERGROUND GAS LINE cBL DENOTES UNDERGROUND CABLE LINE FIBER DENOTES UNDERGROUND FIBER OPTIC LINE TEL DENOTES UNDERGROUND TELEPHONE LINE _. DENOTES FIELD LOCATED UTILITY INFORMATION 9�� 9�1.91 971.Sp ---- INFO: DENOTES UTILITY INFORMATION PER RECORD PLAN AS PROVIDED BY CITY OF CORCORAN (NOT FIELD LOCATED) I � =_0 � DENOTES TREES COVERED AREA 50 0 25 50 100 200 DENOTES RIPRAP ��'�� DENOTES ROCK SURFACE __1 DENOTES BITUMINOUS SURFACE 1 � L---___� DENOTES CONCRETE SURFACE L_ J " DENOTES GRAVEL SURFACE L- _. DENOTES PAVER SURFACE DENOTES WETLAND AS DELINEATED BY KJOLHAUG ENVIRONEMENTAL �µ�Tl C:\USERS\CHAD\DESKTOP\DEKKTOP DWGS\200191PP\200191PP.DW\ SHEET 2 OF 3 nEDTICNIMATE nE 0 DUEV � --\ � � / - \ -\ � \ \ , I NOTE -- \ , U \ -- -- Field survey was completed by E.G. Rud and Sons, Inc. in March and r� n \/ I A I I n // I I I n r N r N I I I /\ n l \/ April of 2020. 1 F e /_\ \/ I I \ I I /\ \ 11\ I "" \ /\ I I I I I\ I I 1 1 I\I / I \ / \ V I 1 V\ I / \ \.1 I I I / \ L/ L/ I I I \, 1 V --for-- EAGLE BROOK CHURCH r, n / I I I n 1 1 n r, r. 1 1 ,. 1 - Bearings shown are on Hennepin Count datum. I I I - _ - \ 1 \ \ / - Curb shots are taken at the top and back of curb. --of-- Eagle Brook Church - West Campus - - � � \ / - - \ Utilities are shown per record plans as provided by the city of Corcoran, M N NORTH LINE OF THE SE 1/4 OF THE SE 1/4 OF S.36-T.119-R.23----_\\\\\\ I I \ Corcoran and per Gopher State One Tickets #200660636, #200660637 #200660638 #200660639 and #200660640. 988.9 .................. I008 """' x986.1.............\\\� a1 I / - Tree inventory completed by Jacobson Environmental. Ft�1 43 . •_ • •. P. x f ff x 985 7 86. i x 985.7................ . x 986.3 6otiyy0 W x9 \ �- - ° _ 9'.17..3 .E 5' 93 �'"�3,,,�r ���Q z \ / . ''�• a 1°° rj O: V O C��,o�yg�1 C° O G�? " v �'' x991:� x989;3•.. x986.S" ••.., H/Er x983,s''.. �- - Q4/ - Wetland delineation completed by Kjolhaug Environmental. -�� O O O V O�\ O O 0..�..-.\•'b.•'' O:' O .. \- . 1 x988.9 \\ "x986.0 J. -.- / - - O �� 0 O ' O a\. o¢.Q �! O �99 �::•99 O :'O O :'• Lix 9'.�0 191 * ...... : : : . , O O O \ _ _ ;". nJ \ I /♦ O O Cam•. O O O Q O.. O/•\O O O//��O O Obd QOOO.Q�------\ I (j I / .11 / O O O O 0 0 •-' , O 0 `•Q O o.. O' .... •Q '•.0 O • O L I ` DC I ___ x1006.6 % O O -'••0 '• O '•' O :O 0 0''. O O O O 0•. 0 ` 0 i O O 0 `• 0 U / � I / O 0 0 0''. 0 O '. n • /--\ / � ..\ n .... ;0.. o. O Q O L- i Q )\ I O O O'.. ` O O1 -0 d O O O / I O O:' �. O O Q O O O O O.. O O. L r9$5.3 J ^ -_ 0 : x;014;4 0''i / y - - - I i BEN CNMARK ....0........ �I I / - - x iea7� ' O . : : : ""' r '. � � 0 - 0 � 0 •. � O %* O 985.71 / --- O O 0 1002.7 44 �p0 O :�. O C�.� O Q 0 �.•'' �i~�i,II ' FNDIP 403 I x 1'014.6 '• x 1008.3 x 1001.8 3 / , /_ / \ MNDOT NAME 2722 Y /-\ ... O O O '''fl O ' O/ d L 98s.s1\ \ GSID STATION: # 10305 O C 10 �I O'•. x989.3 C O:' O NDIP-40344 \ / L / / / ELEVATION: 979.677 (NAVD88) O CY....• x1014.7 0� iLJ C) �/ :O C7 O \ -i I < / O O O O O \ - ,-, O 0 �0...... `. o.oio C).. • �`O o O CI'ETLAND - ., L _ J O O '• x 10i4.7 . 1�0 O•l. O 'O O :O O O \ \ / \ - - x 1009.3 4., �• \ I O O O O 0- j '•.... , z. x1009.:. r x1005.4 IO .. '• O'• L. O O O O L rt � \ / x'1004.1 x 1001.7 \ . \ / / LO O 0 ''o ti : o� �./�\ b O C O O O O .''' C� < - / - + / \ O O O /a O' .0 ., x1003.3 �( O 1�': �J : O O O.•' L ♦� r,\ n \ , 1 I n n ^ -r I 1 n r\\ r\ 1 ,- I ,, I / v \ x1006.69 Z 990.2 - - -1uz1. 0 �� . '.'xloo7.12 aos. x1003.2.. 0 O. �; 'O O 0 , .''''O (n ko � / / \ \ / I I \ I I / \ I I I F- -1 / \ I I f I I I I I I 1 \ 1 o. o I\ /-\ V 1 1 V 1 /-\ I I I I I ,r L, L, 1/ 1 .1 .1 1 Y 1 EXISTING 7 C) O ' . 1 O O 'O 0! e / � , S \ O 0........ • '' ^� ZOo oo� SEPTIC xloos.9 x1oo4's......... z° ^ _ O Q O O 8 0 1007.39 °3 4 1, 3.3': O '• . \\ . J v 3. 2.O O O \ t/V S;, %� 1.O O x�° :2s s ARE j MH SEPTIC 1004 : 0'; Q \ O O O �� 9 / / <�� INV N: 979.39 0 1007.42 2 28.5 \ \ �• 83 \ ��- �/ r - O O• C xloii.7a ti °O G' O O L 9 3 3 / IN S: 979.47 I N / I O �%., 011'.77:' .'� ® MH SEPTIC x1006.Z oh I00SIOOS,? Gl N w O �. \\ P O O 5� j\ 8 3 3 _ T- : % O O �. :^ 001'2 C 01'9 '� ti y0 20 Sw D to m \ , \ 3 ^ ° : 1 SEF� 6 e °� m 70 ?� 0 ` \ O O 0 O 9g3 21" RCP STORM R�+ / / / s9' - 8" PVC WATERMAIN -.L - x1010.' O �oO o H O^ o �'.k v� O O :0 \ S6 �/ A� h m 9 O VIz. < ? ° ° ati o p5,a6 rt, O `• O C� O \\ ' \ Sr0 s9 \oa P _ _ _INV-N: 978.87 eys 1 / 3 x C� e ^ o^ o`O''• �� so o / d2., R� D'::. a �� INV-S• 978.95 98g S ��-- 8" PVC SANITARY / _ _ O O �~w 35 4 1007 92 00 O - Ob0 FFE 28.5 � ' O: 0 '•O ' O O `\ `'. O O O a5, $9 R0R�� .....'. \ 61 - IQ� - \ 990 3p Cr °/O . v . -1 GJ o pFE ti n I00 Z ° :O O': C O '. \�. O O O °��O 8Sg �\ O A _`Y :. S' - / ' 41 \ / . O O:' o TING :.: •' . l001 s a IOOS4390S / O O O: O o 0 t-__ O Ski 8 � I sro 99 D �/ 03 �o� 0 cys : :'' o :' �� Q ti XIS w '.. SE 1010 0 '': 1p0S.- '2 ,.�° :0 ' 0 ' LD �- C 0 NI, R g , -, / O 0 r ti HOU :.::.,. ; o ti 8 O : O O �o� O �� faLF . s �! , \ °wI < INV-N: 981.91 0 �% oa �'�P I /\ xf009. i�_ 0 0 9 x1005.5 s�4 tAD �9, 24 / 01 9 9a9 v0 , c •. ' y `: ; :: `` n '� 'D O C 0 t s . . INV-S: 981.88 8 \ o L� / w ` hi 5.5 'm xz0 r W rn N `� A OCq �`\ 09'ti \ `-- 8" PVC WATERMAIN �/ 0.9 I" / O O O 1008.2 rQ� ° \� 9 0^ J p\D 0 Oi x986.9 O O ` 985.44 1 982.54 98j \°m 9 09 ` \��- / ' x / o ♦ / w [p I 0 0 101 z `ti° ' 0 0 0 Q 0, 0 C x986.36 s s ,� 88 8 989, - 8" PVC SANITARY 15" RCP STORM / r O J III O 0 x1oo8.8a R4 0 {006.43 d 0 Q 0 : 0 O 0 CP m �� 03 / 9 0 ��' -- 18" RCP STORM ---� �s-2 .48 » O C31 i•3.82•. z °' o x: g 987,53x T e� �,61• -_ INV-W: 980.93 as ° . INV-W: 976.75 / U v 0p9.6 yZ m' �z.: :� ) :0 0 O`: [) n x984.0 �, 98 .....� '� 9$ 0 INV-N:9�1.49 .I >2 % _-- / i �: O 0 `. �- v zs o s8 °0 9g$ Y6x ss 91 ��' V-E: .70 1 __� .I S o INV-S: 976.74 / m 60 6 . I .,O Q o o o ) O`.O O O O O 0 % �, s8 z8 s o / IN.982:3....... / / I INV-E' 976.88 I / �' / ti I \' I 87.9 ' O x 981.7 9 / v 78.7 -------- Z>6 G I o~ ss�: 0 `. Q :0 : 0 ; ss° INV- - .•_/ m .. o.•'� ' X.; , es \ INV-N: 976.5 1 9$ .66 X 0'0 �; m.•' p v / °oti `-� :I 4 I# E:97b.4as� s8i\\ O O ".•••..........•o ° 1 . : rn� II�VI- 983 9 a°'.......• x9B1.9 •'-( I1 ,,s2 0 . . o .. 986 x • 9J, 9.9 / : : I 1 c� 1 0 0 o �. �, :o '' 44 013 I �....IN :' •9s4.o3 -- �, yl,...... 8 x 978.9' . «r `� �/ ': a� 0 I 1 "...•''y�' i ^ '. : .. :0 985.5••0. S Sa'' xA�9980.2. 7 .4 2.3 /` ` 98 : ''9 5 » >�.' 'o 0341. 0ZO ° 1014.20. : 7 x 979.2 x 9 9 s�' .x 98 , �/ 86 ` 9.25 ,..... CS - D x 983 ti 1013.93 O° : D. 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(651) 361-8200 Fax (651) 361-8701 (Per Title Commitments by Stewart Tiltle Guaranty Company, as issuing agent for Commercial Partners Title, LLC) my direct supervision and that I am a duly Registered Land Surveyor under 19200 Hackamore Road (PID: 36-119-23-44-0014): The East 874.5 feet of the South 400 feet of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE 1/4) of Section 36, Township 119, Range 23, West of the 5th the laws of the State of Minnesota. Principal Meridian according to the U.S. Government Survey thereof, Hennepin County, Minnesota. 19210 Hackamore Road (PID: 36-119-23-44-0013): That part of the Southeast Quarter of the Southeast Quarter (SE1/4 of SE1/4) of Section 36, Township 119 North, Range 23, West of the Fifth Principal Meridian, lying JAS N E. RU West of the East 780 feet thereof and which lies North of the South 700 feet thereof, according to the U.S. Government Survey thereof. Date: 5/18/2020 License No. 41578 19220 Hackamore Road (PID: 36-119-23-44-0009): The South 700 feet of that part of the Southeast Quarter of the Southeast Quarter of Section 36, Township 119 North, Range 23, West of the 5th Principal Meridian, lying Westerly of the East 874.5 feet thereof, Hennepin County, Minnesota. API-IIC S'CAI,E 6235 County Road 101 (PID: 36-119-23-44-0010): The East 874.5 feet of the North 300 feet of the South 700 feet of the Southeast Quarter of the Southeast Quarter (SE1/4 of SE1/4) of Section 36, Township 119, Rangei I I I I 1 23, Hennepin County, Minnesota. 50 0 25 50 100 6301 County Road 101 (PID: 36-119-23-44-0008): The North 310.00 feet of the South 1010.00 feet of East 780.00 feet of Southeast Quarter of the Southeast Quarter of Section 36, Township 119, Range 23, Hennepin NORTH County, Minnesota. 1 INCH = 50 FEET /-\ L_J I I I L" 0141I11 C:\USERS\CHAD\DESKTOP\DEKSTOP DWGS\200191PP\200191PP.DWG SHEET 3 OF 3 1 2 EAGLE BROOK 3 CHURCH 4 5 6 7 AI B Im L�7 E F GI HI 2, m 0 0 0 N 0 N Ln L WEST METRO CAMPUS 19200 HACKAMORE ROAD CORCORAN, MINNESOTA 55340 CONDITIONAL USE PERMIT ISSUE MAY 19, 2020 PROJECT DIRECTORY OWNER EAGLE BROOK CHURCH 7015 20TH AVENUE CENTERVILLE, MN 55038 T 651.429.9227 ARCHITECT BWBR 380 ST. PETER STREET SUITE 600 SAINT PAUL, MN 55102 T 651.222.3701 STRUCTURAL ENGINEER ERICKSEN ROED AND ASSOCIATES 2550 UNIVERISTY AVENUE WEST STREET SUITE 201 SAINT PAUL, MN 55114 T 651.251.7570 CIVIL ENGINEER LOUCKS ASSOCIATES INC 7200 HEMLOCK LANE SUITE 300 MAPLE GROVE, MN 55369 T 763.424.5505 LANDSCAPE ARCHITECT LOUCKS ASSOCIATES INC 7200 HEMLOCK LANE SUITE 300 MAPLE GROVE, MN 55369 T 763.424.5505 CONTRACTOR SHEEHY CONSTRUCTION COMPANY 360 WEST LARPENTEUR AVENUE SAINT PAUL, MN 55113 T 651.488.6691 F 651.488.4992 DESIGN 1 BUILD MECHANICAL ENGINEER MASTER MECHANICAL 1027 GEMINI ROAD EAGAN, MN 55121 T 651.605.1600 DESIGN 1 BUILD ELECTRICAL ENGINEER GEPHART ELECTRICAL 3550 LABORE ROAD SAINT PAUL, MN 55110 T 651.484.4900 F 651.484.2248 LUA— FRONT END INDEX NUMBER SHEET NAME 100 TITLE SHEET 101.RF FIRST LEVEL REFERENCE PLAN PLAT01 PRE-PLAT-01 PLAT02 PRE-PLAT-02 PLAT03 PRE-PLAT-03 SURVEY01 TOPOGRAPHIC SURVEY-01 SURVEY02 TOPOGRAPHIC SURVEY-02 SURVEY03 TOPOGRAPHIC SURVEY-03 Sheet count: 8 LUA — SITEWORK INDEX NUMBER SHEET NAME 200.EX EXISTING CONDITIONS DEMO PLAN 210.SD 220.CS SITE PLAN 230.CG GRADING PLAN 231.SW SWPPP 232.SW SWPPP NOTES 240.CU UTILITY PLAN - SANITARY & WATERMAIN 241.CU UTILITY PLAN - STORM SEWER 242.CU UTILITY PLAN - FOUNDATION DRAINTILE 250.CD CIVIL DETAILS 251.CD CIVIL DETAILS 252.CD CIVIL DETAILS 2601P LANDSCAPE PLAN 27011P LANDSCAPE DETAILS SITE01 SITE PHOTOMETRIC Sheet count: 15 LUA —ARCHITECTURAL INDEX NUMBERI SHEET NAME 510 1 EXTERIOR ELEVATIONS Sheet count: 1 SHEET NUMBERING EXPLANATION 11 /07/2019 w CD m z d W J z O w coOr wLu z ci J z ry w O w z LU OJ -1 = O co co LL N H_ 1 .402.1 DE 1.402.1DE: BLDG 1, SECOND FLOOR, ZONE 1, DEMOLITION PLAN SHEET GROUPING PLAN 300 STRUCTURALPLANS D STRUCTURAL DEMO PLANS 400 DE DEMOLITION PLAN DI DIMENSION PLAN EX EXTERIOR PLAN FL FLOOR PLAN FIN FINISH PLAN FP FLOOR PATTERN PLAN QU EQUIPMENT PLAN Of w cD RC REFLECTED CEILING PLAN co a Of SY (SYSTEMS) FURNITURE PLAN > J > w w co co � J 500 EXTERIOR ARCHITECTURE o o =co 600 INTERIOR ARCHITECTURE J J co 1 7 01 1 DF 700 DF DEMO FIRE PROTECTION . DM DEMO MED GAS 1.701.1DF: BLDG 1, FIRST FLOOR, DP DEMO PLUMBING ZONE 1, DEMO FIRE PROTECTION F MECH FIRE PROTECTION M MECH MED GAS SHEET P MECH PLUMBING GROUPING PLAN 100 TITLE SHEET 800 DH DEMO HVAC CO CODE PLAN DP DEMO PIPING PH PHASING PLAN H MECH HVAC RF REFERENCE PLAN P MECH PIPING 200 AS ARCHITECTURAL SITE PLAN 900 DL DEMO ELEC LIGHTING CD CIVIL DEMOLITION PLAN DP DEMO ELEC POWER CG CIVIL GRADING PLAN DS DEMO ELEC SYSTEMS CU CIVIL UTILITIES PLAN L ELEC LIGHTING CP CIVIL PAVING PLAN P ELEC POWER LP LANDSCAPE PLAN S ELEC SYSTEMS GENERAL NOTES 1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT. INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL, AND PLUMBING ALONG WITH OTHER SYSTEMS. THIS INCIDENTAL WORK SHALL BE PART OF THIS CONTRACT, AND ALL TRADES SHALL INSPECT THESE AREAS, ASCERTAIN WORK REQUIRED, AND DO THE WORK IN ACCORDANCE OF CONTRACT REQUIREMENTS AT NO ADDITIONAL COST. 2. CONTRACTORS SHALL VISIT THE SITE DURING BIDDING TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS. THE GENERAL CONTRACTOR SHALL LOCATE, INSPECT, AND FIELD VERIFY EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS PRIOR TO DEMOLITION AND CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 4. WHEREVER OPENINGS ARE CUT THROUGH FIRE RATED PARTITIONS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR WHOM THE HOLE IS CUT TO PATCH AND REPAIR ANY OPENING TO MAINTAIN THE INTEGRITY OF THE FIRE RATING. 5. GENERAL CONTRACTOR TO CHECK MECHANICAL DRAWINGS FOR EXISTING PIPES AND DUCTS FURRED IN WALLS. VERIFY SIZE AND LOCATION WITH MECHANICAL CONTRACTOR PRIOR TO PROCEEDING WITH REMODELING. 6. FIREPROOFING SHALL BE UNPIERCED. ANY SUBCONTRACTOR PENETRATING THE FIREPROOFING SHALL BE REQUIRED TO REPLACE FIREPROOFING TO THE ORIGINAL CONDITION AND FIRE RATING AT THE SUBCONTRACTOR'S EXPENSE. 07/11 /2017 7. EQUIPMENT UNIT DIMENSIONS ARE FOR PRODUCT DESCRIPTION ONLY, VERIFY SIZE WITH MANUFACTURER. 8. ALL DIMENSIONS PERTAINING TO MECHANICAL OR ELECTRICAL SERVICES OR EQUIPMENT SHALL BE VERIFIED WITH THE RESPECTIVE TRADE. 9. ALL CONTRACTORS THAT PENETRATE AND/OR DISTURB ANY AREAS AT EXISTING CONDITIONS SHALL PATCH AREA TO MATCH EXISTING ADJACENT AREA OR SURFACE AND PREPARE FOR SCHEDULED FINISH APPLICATION. COORDINATE WORK WITH GENERAL CONTRACTOR PRIOR TO PROCEEDING. 10. VERIFY HEIGHTS AND LOCATIONS OF ACCESS PANELS (AP) AND COORDINATE TYPES WITH TRADES WHICH REQUIRE THEM. 11. PROVIDE LINTELS AND FRAMING FOR GRILLES, LOUVERS, AND ROOF VENTS AS REQUIRED BY MECHANICAL CONTRACTOR, VERIFY SIZE AND LOCATION. 12. STRUCTURAL, MECHANICAL, AND ELECTRICAL ABBREVIATIONS AND SYMBOLS MAY DIFFER FROM ARCHITECTURAL. SEE RESPECTIVE SECTIONS AND/OR DRAWINGS FOR DEFINITIONS. 13. AT MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, PROVIDE 3/4" FIRE RESISTANT TREATED PLYWOOD BACKING BEHIND ALL SURFACE MOUNTED FIXTURES AND EQUIPMENT UNLESS NOTED OTHERWISE. 14. HOUSEKEEPING PADS SHALL BE PROVIDED BY TRADES WHICH REQUIRE THEM. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZES AND LOCATIONS. ABBREVIATIONS TERM AC AIR CONDITIONING ACC ACCESSIBLE ACT ACOUSTIC CEILING TILE AD ADDENDUM ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR AHU AIR HANDLING UNIT AL ALUMINUM ALT ALTERNATE AMB AMBULATORY AP ACCESS PANEL APPROX APPROXIMATE ARCH ARCHITECTURAL AUX AUXILIARY AV AUDIOVISUAL AWP ACOUSTIC WALL PANEL BCMU BURNISHED CONCRETE MASONRY UNIT BLDG BUILDING BLKG BLOCKING BR BRICK BRG BEARING BUR BUILT-UP ROOFING CC CUBICLE CURTAIN CCTV CLOSED CIRCUIT TELEVISION CF CUBIC FOOT CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED CFM CUBIC FEET PER MINUTE CG CORNER GUARD WIT CONTROL JOINT CL CENTERLINE CLG CEILING CM CULTURED MARBLE CMU CONCRETE MASONRY UNIT CO2 CARBON DIOXIDE COMP COMPUTER CONC CONCRETE CONT CONTINUOUS CPT CARPET CPTB CARPET BASE CR CRASH RAIL CR CARD READER CT CERAMIC TILE CTB CERAMIC TILE BASE CY CUBIC YARD DEMO DEMOLISH DIET DETENTION DF DECORATIVE FILM DG DECORATIVE OR ART GLASS DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DWG DRAWING DWP DECORATIVE WALL PANEL EA EACH EIFS EXTERIOR INSULATION FINISH SYSTEM EJT EXPANSION JOINT EL ELEVATION ELEC ELECTRIC, ELECTRICAL ELEV ELEVATOR ELF ELASTOMERIC LIQUID FLOORING EM ENTRANCE MAT EQ EQUAL EQPT EQUIPMENT EXG EXISTING EXT EXTERIOR FAB FABRIC FAF FLUID -APPLIED FLOOR COATING FAW FLUID -APPLIED WALL COATING FD FLOOR DRAIN FIE FIRE EXTINGUISHER ON BRACKET FEC FIRE EXTINGUISHER AND CABINET FIFE FINIISH FLOOR ELEVATION FG MONOLITHIC GLASS, FLAT GLAZING FRP FIBERGLASS REINFORCED PLASTIC FRT FIRE RETARDANT TREATED FT FOOT, FEET GA GAUGE GALV GALVANIZED GCMU GLAZED CONCRETE MASONRY UNIT GF GLAZING FILM GFCI GROUND FAULT CIRCUIT INTERRUPTER GLUELAM GLUED -LAMINATED GMU GLASS MASONRY UNIT GPBD GYPSUM BOARD HDW HARDWARE HIM HOLLOW METAL HORIZ HORIZONTAL HPNT HIGH-PERFORMANCE PAINT HR HANDRAIL HR HOUR ID INSIDE DIAMETER IG INSULATED GLASS UNIT(S) INS INSULATION INTB INTEGRAL BASE KBT KEYBOARD TRAY KID KNOCKED -DOWN LAV LAVATORY LB POUNDS LF LINEAR FEET LG LAMINATED GLAZING LVT LUXURY VINYL TILE MAX MAXIMUM MB MARKER BOARD MECH MECHANICAL MFR MANUFACTURER MG MIRRORED GLASS MIN MINIMUM ABBREVIATIONS TERM MIN MINUTE MIRROR MIR MISC MISCELLANEOUS MLAM METAL LAMINATE MO MASONRY OPENING MP ARCHITECTRUAL METAL PANEL MTD MOUNTED N/A NOT APPLICABLE NIC NOT IN CONTRACT Noor# NUMBER NRC NOISE REDUCTION COEFFICIENT OC ON CENTER OD OUTSIDE DIAMETER OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFOI OWNER FURNISHED OWNER INSTALLED OPG OPENING OPP OPPOSITE ORD OVERFLOW ROOF DRAIN PC PRECAST CONCRETE PD PENCIL DRAWER PG PLASTIC GLAZING PLAM PLASTIC LAMINATE PLF POUNDS PER LINEAL FOOT PNL PANEL, PANELING PNT PAINT PP PUSH PLATE PR PROPOSALREQUEST PREP PREPARATION PROJ NO PROJECT NUMBER PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PTD PAPER TOWEL DISPENSER PTN PARTITION PVC POLYVINYL CHLORIDE PWC PROTECTIVE WALL COVERING PWD PLYWOOD QSM QUARTZ SURFACE MATERIAL QT QUARRYTILE QTB QUARRY TILE BASE QTY QUANTITY R RADIUS RB RESILIENT BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN REBAR REINFORCING BAR REF REFERENCE REFR REFRIGERATOR REINF REINFORCED, REINFORCING REQD REQUIRED REV REVISED, REVISION RF RESILIENT FLOORING RG RADIATION SHIELDING GLASS RINS RIGID INSULATION RM ROOM RO ROUGH OPENING RP RESINOUS PANEL SC SHOWER CURTAIN SCHED SCHEDULE SD SOAP DISPENSER SDF STATIC DISSIPATIVE FLOORING SF SQUARE FEET SIM SIMILAR SLR SEALER SLW SLOTTED WALL SNT SEALANT SPD SANITARY PRODUCT DISPENSER SPEC SPECIFICATION SPR SANITARY PRODUCT RECEPTACLE SQ SQUARE SSM SOLID SURFACE MATERIAL SSNT SECURITY SEALANT SST STAINLESS STEEL STC SOUND TRANSMISSION COEFFICIENT STD STANDARD STN STONE STRUC STRUCTURAL TB TACKBOARD TBD TO BE DETERMINED TD TISSUE DISPENSER TEL TELEPHONE TEMP TEMPERATURE TEMP TEMPORARY TER TERRAllO TERB TERRAZZO BASE TPH TOILET PAPER HOLDER TS TRANSITION STRIP TV TELEVISION TYP TYPICAL UC UNDER CABINET / UNDER COUNTER LINO UNLESS NOTED OTHERWISE UTIL UTILITIES UV ULTRAVIOLET VAC VACUUM VAR VARIES VCT VINYL COMPOSITION TILE VERT VERTICAL VG VISION CONTROL GLAZING VIF VERIFY IN FIELD VOC VOLATILE ORGANIC COMPOUND WC WALL COVERING WC WATER CLOSET WD WOOD WDB WOOD BASE WG WIRED GLASS WP WATERPROOFING WT WINDOW TREATMENT WWF WELDED WIRE FABRIC >m m Q 0 U A C E F G H EAGLE BROOK CHURCH WEST METRO CAMPUS 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 651.222.3701 bwbr.com Consultants This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the on inal documents on file at BWBR. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. �FTiTA Date Lic./Reg. No. Issued For Item Date SD ISSUE 04/29/2020 CUP ISSUE 05/19/2020 C This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Comm. No. Drawn 3.2019149.00 ARS Sheet Title TITLE SHEET Sheet No. 100 1 2 3 4 5 0 7 1 2 3 4 5 6 7 AI BI CI DI EI F I GI H 75 n i E F 0 0 CV ti Zo N CV Zn M v 0 a) CV O� H CP 0 N J O 2 4 27'-9" 17'-10" 49'-0" L L 5 6 65'-6" 21'-0" 28'-9" L 7 8 9 12'-11" 24'-13/4"' 26'-5" 11 12 30'-0" 30'-0" y 13 30'-0" L A EAGLE BROOK CHURCH WEST METRO CAMPUS B B W B R 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 651.222.3701 bwbr.com C n Consultants This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the on inal documents on file at BWBR. I hereby certify that this plan, specification or report was prep by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Name Date Lic./Reg. No. Issued For Item Date CUP ISSUE 05/19/2020 E F G This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Keyplan TRUE PLAN NORTH NORTH Comm. 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Rg__---- _ `1° B-STYLE - // \ 0�3' 91 �s> 0 50 100 N SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A TOPOGRAPHIC SURVEY PREPARED BY E. G. RU D & SONS, INC. AND DATED APRI L, 2020. SURVEY LEGEND: • DENOTES IRON MONUMENT FOUND AS LABELED O DENOTES FOUND MAGNETIC DRAW ® DENOTES AIR CONDITIONING UNIT -4 DENOTES BRACE POLE OR GUY POLE ❑ DENOTES CATCH BASIN p DENOTES CABLE PEDESTAL •CO DENOTES CLEAN OUT •CS DENOTES CURB STOP E DENOTES ELECTRICAL BOX ® DENOTES ELECTRICAL MANHOLE DENOTES EXISTING SPOT ELEVATION L DENOTES FIBER OPTIC BOX n DENOTES GAS METER 1234 DENOTES TREE TAG NUMBER GV DENOTES GAS VALVE r[ DENOTES GUY WIRE ❑H DENOTES HAND HOLE DENOTES HYDRANT DENOTES LIGHT POLE e DENOTES MAILBOX O DENOTES MISCELLANEOUS MANHOLE � DENOTES POWER POLE O DENOTES SANITARY SEWER MANHOLE DENOTES SIGN DENOTES STORM SEWER APRON OD DENOTES STORM SEWER MANHOLE DENOTES FINISHED FLOOR ELEVATION O DENOTES SOIL TEST DM DENOTES WATER VALVE 0 DENOTES WELL x x DENOTES FENCE DENOTES RETAINING WALL DENOTES TREE LINE > DENOTES EXISTING SANITARY SEWER SST DENOTES EXISTING STORM SEWER OHU DENOTES OVERHEAD UTILITY E DENOTES UNDERGROUND ELECTRIC LINE -GAS- DENOTES UNDERGROUND GAS LINE CBL DENOTES UNDERGROUND CABLE LINE FIBER DENOTES UNDERGROUND FIBER OPTIC LINE TEL DENOTES UNDERGROUND TELEPHONE LINE �lJlJIJIJLJIJ� DENOTES TREES COVERED AREA DENOTES RIPRAP DENOTES ROCK SURFACE DENOTES BITUMINOUS SURFACE . , ' „° • ' DENOTES CONCRETE SURFACE DENOTES GRAVEL SURFACE DENOTES PAVER SURFACE DENOTES WETLAND AS DELINEATED BY KJOLHAUG ENVIRONEMENTAL DENOTES EXISTING CONTOURS CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 ,1110 TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT m 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 0 V EAGLE BROOK CHURCH WEST METRO CAMPUS 380 St. Peter Street, Ste. 600 Saint Paul, MN SS102 651.222.3701 bwbr.com Consultants ■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 19176A This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed/Registered Professional Engineer under the laws of the State of Minnesota Name Trevor D. GruyS- PE Date 05-19-2020 Lic./Reg. No. 53706 Issued For Item Date SD ISSUE 04-29-2020 CUP ISSUE 05-19-2020 This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Comm. No. Drawn 3.2019023.00 TDG/ZBM/MDC Sheet Title EXISTING CONDITIONS Sheet No. 200*EX REMOVE EXISTING RETAINING WALL-TYP _13M --- 13M _'I, ,4l wErAll Uj 3 Uj y� © WETLAND IW I \ CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY TOLL FREE:ARE8006 2152 5 166 002 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF 50 \ LINES. 50 / / / THE CONTRACTO SHALL CONTACT GOPHER STATE ONE CALL AT / \ 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, I / VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED \ L DURING CONSTRUCTION AT NO COST TO THE OWNER. Lo 0 50 100 N- SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A TOPOGRAPHIC SURVEY PREPARED BY E. G. RUD & SONS, INC. AND DATED APRIL, 2020. q / SURVEY LEGEND: + REMOVE EXISTING • DENOTES IRON MONUMENT FOUND AS LABELED GARAGE 983.72 \ INV4INCH-PVC �iyr DENOTES FOUND MAGNETIC DRAW ® DENOTES AIR CONDITIONING UNIT -4 DENOTES BRACE POLE OR GUY POLE ❑ DENOTES CATCH BASIN DENOTES CABLE PEDESTAL qC1 989.4> \ / DEMO RELATED TO ©o DENOTES CLEAN OUT \ / i FUTURE ROAD SCs DENOTES CURB STOP IMPROVEMENTS �� © DENOTES ELECTRICAL BOX REMOVE EXISTING \ TO BE DESIGNED & RETAINING WALLS-TYP \ / o� i I I ' 1 ® DENOTES ELECTRICAL MANHOLE �9 / /\ CONSTRUCTED w 4 W ,, � • BY CITY/COUNTY D 982.g8 > 82. 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EQUIPMENT ++ \ REMOVE EXISTING CATCH BASIN r REMOVE EXISTING REMOVE EXISTING -+++++ A/C UNIT, GAS & + + + O� I � + + TREES-TYP + + + EMOVE EXISTING �f � � ELECTRIC METERS ++ HOUSE f �{ + EXISTING ++ + + I 982.30 + + + MH SEPTIC SEPTIC REMOVE EXISTING *++ 982.31 AREA + I 99?>3 / �A •r' / P981PI4E SEPTIC SYSTEM +++++ Q Pv & ASSOCIATED + I MHSTING SEPTIC 9� SANITARY PIPING EXI++ + + + SEPTIC +++ x REMOVE EXISTING MOUND ++++ aN 9 • PAVERS-TYP REMOVE EXISTING + _ x SEPTIC SYSTEM & 82. s+ + �= ASSOCIATED + + REMOVE & REPLACE REMOVE EXISTING SANITARY PIPING +++ + EXISTING CURB & UTTER, CONCRETE-TYP +++ BITUMINOUS AND * SIDEWALK AS NEEDED REMOVE EXISTING +++ + FOR SANITARY SEWER X CATCH BASIN + + + INSTALLATION +A REMOVE EXISTING REMOVE EXISTING ++ ++ REMOVE EXISTING BITUMINOUS-TYP TREES-TYP TREES AS NEEDED FOR j +x SANITARY SEWER + i MTid ++ + i INSTALLATION i REMOVE EXISTING /��'ET + LIGHT FIXTURES (2) wEj WET ++++ REMOVE EXISTING REMOVE EXISTING / �vFT + GATE & POST +++ I REMOVE EXISTING _ RETAINING WALLS-TYP 'a s>S SI E 980.9 � 6 REMOVE EXISTING STORM SEWER CULVERT REMOVE EXISTING BRIDGE STRUCTURE REMOVE EXISTING LIGHT FIXTURES (2) REMOVE EXISTING WALLS-TYP REMOVE EXISTING FENCE-TYP -FIBER REMOVE POOL & PAVERS REMOVE EXI-11I.- --- ���� �'ii�i�ii•�l�•�•� BRIDGE �� \ + I APPROXIMATE ,jlk ,jlk ,L ,dL ,jlk SFr I EXTENTS OF W ETLAN Das IMPACTS _ - 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REMOVE EXISTING CBL DENOTES UNDERGROUND CABLE LINE + TREES-TYP +++++++++++++++ ++ I FIBER DENOTES UNDERGROUND FIBER OPTIC LINE + + + + + + + + + + + + + + + + + + + + + + + TEL DENOTES UNDERGROUND TELEPHONE LINE . + +`+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + F m r y 1r 1r 1r1 + +y REMOVE EXISTING A �� DENOTES TREES COVERED AREA +++++++++++++++++++++++++ ++++++++++ + + + +RO€+ENtS+++++++++++++++++++++++++++++++++++++ TREES-TYP + + + + + + + + + + I ++ APPROXIMATE DENOTESRIPRAP + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ��'� EXTENTS OF I 60 DENOTES ROCK SURFACE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + IMPACTS I DENOTES BITUMINOUS SURFACE + + , _ + + + + * * * * * * * * * * * * � DENOTES CONCRETE SURFACE REMOVE EXISTING +++++++++++ REMOVE EXISTING RETAINING WALLS-TYP �dL I WETLAND REMOVE EXISTING HOUSE-TYP EXISTING REMOVE EXISTING SEPTI00 o EPTIC 4'YSTEM R, ASSOCIATED REMOVE EXISTING + ... + + + + + + GARAGE-TYP CONCRETE-TYP + REMOVE EXISTING BITUMINOUS-TYP + + + + + + + REMOVE EXISTING PAVERS-TYP E WETLAND REMOVE EXISTING fUj HOUSE-TYP X O \ REMOVE EXISTING F X RETAINING WALL-TYP m 440.6 w F REMOVE EXISTING ELECTRICAL LINES »-q�' COORDINATE WITH EXISTING F UTILITY PROVIDER SEPTIC s AREA 9 REMOVE EXISTING My64>S`�°T REMOVE EXISTING SFA r STORM SEWER MysFPby CATCH BASINS & 9866_, Tjc REMOVE EXISTING CULVERT STORM SEWER rtC t8cp3 RETAINING WALLS-TYP + +++++ I,oF sp E +++��-rt REMOVE EXISTING + + + SEPTIC SYSTEM & ASSOCIATED Ate° AI°F »�»- REMOVE EXISTING _E rA SANITARY PIPING »_ BITUMINOUS-TYP »�» 9z X X 8 _ + REMOVE EXISTING ++++++ ++++G+A rE+8 9WdAfED + + + + + + + + + + + + + TREES-TYP +++++�L+E+eT+RICAt+EQU+IPMENT r + + + ` + + ++++++++- +++++++++4EM EWS I ING + + + + + + + + + + + + REMOVE EXISTING + + + + + + + + ++++++++++++++++++++++++++++++++++++++++ STORM SEWER, FLARED ++++++++++++++++W�+LS-TYP +++++++++++++++++++++++++++++++++++++++++++++ END & RIPRAP ++++++++++++++++++++REMOVE EXISTING ++++++++++++++++++++++++ +++++++++++ CONCRETE-TYP + + + + + + + + + + + + + + + + + + + + + + + + REMOVE EXISTING . + + + + + + + + + + + ++++++++++ +++++++++++ FENCE-TYP +++++++++++ REMOVE EXISTING +*+*+*+*+*+*+*+*+*+*+ ++*+*+*+*+*+*+*+*+*+ REMOVE EXISTING ++++++++++++ �+ + MAILBOX +++fix-1STIN�G +++++++++ `++++++++++++++++++++ GRAVEL-TYP +++++++++++�tr¢4++++++++++ + +++SAW + + +++ ++++++++++++++++++++++ +++++++++++++++++++++++++ REMOVE EXISTING ++ +++++++++++ REMOVE EXISTING +++++++++++++ I + + + + + + + + + + + + + + + + + + + + + + + + + + + + - TREES-TYP ++ ++ ++++++++ + ++-++++++++++ BITUMINOUS-TYP REMOVE EXISTING ++++++++++++ +++++++++++++ +++, +++++ +++++++++++�+ + + + + + + + + + + + + + + + + + + REMOVE EXISTING SHED-TYP + + + EXISTING + + + + + + + + + + + + + + + + + + OVERHEAD POWER + + HED %++t+ wE1 + + + + + +......... + + + + + + + + + + + LINES &POWER POLE ++ REMOVE EXISTING % ++++++++++++++++++++++++++ I COORDINATE WITH + + REMOVE EXISTING UTILITY PROVIDER GRAVEL-TYP + + ++++++++++++ GARAGE -TYPE J CID REMOVE EXISTING >-:-:, CONCRETE-TYP +� + �, + + +++ REMOVE EXISTING, + + PAVERS-TYPT ,,� ,,� I\ m + + REMOVE EXISTING REMOVE EXISTING \� RETAINING WALL-TYP RETAINING WALL-TYP � EXISTING REMOVE EXISTING REMOVE EXISTING WETLAND REMOVE EXISTING GARAGE .\ + BUILDING-TYP BUILDING-TYP +TREES-TYP + REMOVE EXISTING } ++ l + + �\ RETAINING WALL-TYP {�c X +++ SEAL EXISTING WELL % + REMOVE EXISTING \�\ � REMOVE ALL ASSOCIATED ++++ EXISTING SEPTIC SYSTEM &ASSOCIATED M' o SEPTIC SANITARY PIPING ::E WATER PIPING rn ++ x +++ AREA � + + + + + + r REMOVE EXISTING ++++ ++++ X t++++ ++ �G �\ BITUMINOUS-TYP ++++++++++++++ - - ZS�� REMOVE EXISTING ++++++++++ +++++* REMOVE EXISTING F_ ti FENCE-TYP +++++++ „�.+�� +++++ CLEAN OUT + + ' ^ f + + + + + ~ �a REMOVE EXISTING W + CURB _ BITUMINOUS I + + + + + / TREES-TYP�x +++++++++++++ , I CBL vnu u / S�sae IBE GAS CBL GAS L+ . i iUvHu� �RU GAS GAS- 1 ` CBL CBI GAS GAS GA - ;AS �l-GAS GAS GAS CBL CBL �� ry) J REMOVE EXISTING FENCE-TYP ���g� REMOVE EXISTING CONCRETE-TYP J I I I REMOVE EXISTING OVERHEAD POWER LINES, POWER POLE & GUY WIRE COORDINATE WITH UTILITY PROVIDER I CORCORAN __ - _ _REMOVE EXISTING, (-ITY LIMITS REMOVE EXISTING MAILBOX REMOVE EXISTING ELECTRICAL LINES STORM SEWER CULVERT COORDINATE WITH DEMO RELATED TO FUTURE ROAD IMPROVEMENT B€- DESIGNED & CONSTRUCTED BY CITY - UTILITY PROVIDER CURB'_' B-STYLE CIIRR m 50 s> 4 sTCp IGyT DENOTES GRAVEL SURFACE DENOTES PAVER SURFACE DENOTES WETLAND AS DELINEATED BY KJOLHAUG ENVIRONEMENTAL DENOTES EXISTING CONTOURS DEMOLITION LEGEND: REMOVE EXISTING BUILDING - -� REMOVE EXISTING BITUMINOUS PAVING W Co REMOVE EXISTING CONCRETE PAVING, m U SIDEWALKS, ETC. REMOVE EXISTING PAVERS REMOVE EXISTING GRAVEL PAVEMENT 981.37 + REMOVE EXISTING TREES/WOODS APPROXIMATE EXTENTS OF WETLAND IMPACTS REMOVE EXISTING CURB &GUTTER, xxxxxxxxxxxx RETAINING WALLS, FENCE, ETC. REMOVE EXISTING UTILITIES REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING TREES SITE DEMOLITION NOTES 1. CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. 2. CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. 3. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON -SITE. REFER TO GRADING PLAN AND SWPPP FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS. 4. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 5. CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. WELLS ON THE PROPERTY SHALL BE SEALED BY A MINNESOTA DEPARTMENT OF HEALTH (MDH) LICENSED CONTRACTOR. 973.76 7. SEPTIC SYSTEMS AND ALL ASSOCIATED SANITARY PIPING SHALL BE REMOVED AND DISPOSED OI - PER MINNESOTA POLLUTION CONTROL AGENCY (MPCA) REQUIREMENTS. ONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SMALL UTILITIES SUCH AS GAS, ELECTRIC, CABLE, TELEPHONE, ETC. SERVING THE EXISTING HOUSES TO THE PUBLIC RIGHT-OF-WAY (ROW) OR THE MAIN SERVING THE UTILITY. 9. CONTRACTOR TO COORDINATE ALL WORK WITHIN THE PUBLIC ROW WITH THE CITY AND/OIE COUNTY. co 10.CONTRACTOR TO COORDINATE ALL WORK WITHIN THE NORTH AND WEST PROPERTIES WITH THE PROPERTY OWNER. o V EAGLE BROOK CHURCH WEST METRO CAMPUS B W B 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 651.222.3701 bwbr.com Consultants ■ ■■ LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 19176A This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed/Registered Professional Engineer under the laws of the State of Minnesota Name Trevor D. Gruys- PE Date 05-19-2020 Lic./Reg. No. 53706 Issued For Item Date SD ISSUE 04-29-2020 CUP ISSUE 05-19-2020 L This Sheet may be a Reduced Copy. The bar above is T' long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Comm. No. Drawn 3.2019023.00 TDG/ZBM/M DC Sheet Title DEMOLITION PLAN Sheet No. 210*SD E �;i i CALL BEFORE YOU DIG! Q \ ," Gopher State One Cal TWIN CITY AREA: 651-454-0002 �13M13M-�1-�41 n' TOLL FREE: 1-800-252-1166 WET NIL MUL C T U) \ WARNING: w I I THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY Q COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF \ LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, \ I \ VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE \ / CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED © WETLAND DURING CONSTRUCTION AT NO COST TO THE OWNER. � \ \ \ I � � � / 20' BUILDING / Oo-Oo� & PARKING SETBACK ' / / �BSd - / -IBSd - V V V V V 1 � � N +o- pSB� PSBL B612 CURB 0- m & GUTTER TYP-SEE DETAIL 1 31 J J m � 6 J \J Ln Jm ✓}�V) m LIGHT DUTY - BITUMINOUS PAVEMENT TYP-SEE DETAIL � J J � m NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A TOPOGRAPHIC SURVEY PREPARED BY E. G. RU D & SONS, INC. AND DATED APRI L, 2020. PAVEMENT TYPES CONCRETE SIDEWALK a CONCRETE PAVEMENT LIGHT DUTY BITUMINOUS PAVEMENT NOTE: SEE PAVEMENT SE��P�NSJTJ�I�gRj/�jE�dLTj FOR TYPE AND DEPTH INFORMATION. ` ;may IV*\ \ � � T �,q 1__*' W / � FUTURE ROAD IMPROVEMENTS TO BE DESIGNED & CONSTRUCTED BY CITY/COUNTY ------------ -- - r---------�-- -----/------ �cs �� + + + a I I I c a I I I c - - / - - - - - - - - - - - - - - - - - - - - -- + - - - - ++ 0 0 + + + PSBL PSBL .4 PSBL SBL PS PSBL PSBL -�-- � � -----� -- -___+------- --- + + + - - - - - - - - - - - - - - - - - - O + / / ++ +++ + + ++ �Illc 'Ill`+� - I - ++++ 10' BUILDING _-_++ & PARKING SETBACK PSgL +* +* WETLAND _ _*+* J PSBL PSBL �* * BUFFER-TYP _* � CONCRETE STOOP-TYP PEDESTRIAN RAMP g \►+ + -++ ++ COORDINATE WITH TYP-SEE DETAIL +++ B612 CURB ++++++ ARCHITECTURAL & 5 R ++ &GUTTER ++ ++++'� STRUCTURAL PLANS +*+ •W TYP-SEE DETAIL + ++++++++++++ 10'R ++++ ++++++++ 6 4 10'R 5R ++++ +++++++I m o Q+++. WETLAND ++++++ M 5R 1$ + + + + + + + + CONCRETE STOOP-TYP 2tO\ + + + + + + 1 , [1[0025'R + + + + + + + COORDINATE WITH CONCRETE SIDEWALK 3 0�'� LIGHT DUTY '-+'+ + + + + ,,� ,,� +*+ 226'R ARCHITECTURAL & TYP-SEE DETAIL $��, 60,r'� BITUMINOUS +++++++++ 30' - I - STRUCTURAL PLANS CONCRETE STOOP-TYP 5 2' PAVEMENT ++++++ B612 CURB 30'R i 2'R COORDINATE WITH g' 1$ TYP-SEE DETAIL ++++++ & GUTTER 200'R a 25 RII SCREENING FOR 5 TYP-SEE DETAIL p1 TRASH DUMPSTERS ARCHITECTURAL & +++++ STRUCTURAL PLANS ++++ +++ 3 . CONCRETE PAVEMENT �� o o SNOW *U+*\1r1n 0 TYP-SEE DETAIL PROPOSED 'O STORAGE (� 10'R 10'R BUILDING A PAR IN AREA 500'R m CURB CUT 0'R FFE=995.00 CONCRETE STOOP-TYP TYP-SEE DETAIL 10'R COORDINATE WITH N/BOLLAR + a_ 5'R 5'R g ARCHITECTURAL & CONCRETE EDDETAIL BO (4) SURMOUNTABLE WET 526 R fzFr ,,,� ++ + 5 R i SEE HARDSCAPE PLAN T - EE DETAIL + STRUCTURAL PLANS FRONT ENTRY PLAZA CURB &GUTTER , o CONCRETE SIDEWALK / TYP-SEE DETAIL i PSBI' • ��30'R rn 8 s 5'R SNOW STORAGE m AREA SURMOUNTABLE-/ CURB & GUTTER TYP-SEE DETAIL 0- m HEAVY DUTY BITUMINOUS PAVEMENT 10.0, TYP-SEE DETAIL _ L _ \ m M P ADA IP-SEE DETAIL + + ++++ ' CONCRETE STOOP-TYP KING ST 10'R + + + I ;159 COORDINATE WITH ETAIL o ++++++++ *++++++� m ARCHITECTURAL & 5'R 10 R 5,R LIGHT DUTY + + + + + + + cn 1 BITUMINOUS ++++++++ +++++++ a 260 STRUCTURAL PLANS - - - ,j 5'R 10'R 10 R 5 R + + + + + + + + BUILDING COLUMNS - - - PAVEMENT +\ - - & CANOPY ABOVE ^ 5,R 10'R 10'R 5,R TYP-SEE DETAIL +*+++++ ++ �+'- SEE ARCHITECTURAL PLANS "' 10'R 10'R 5'R ++++++ ++++++++\ CONCRETE STOOP-TYP e 10'R COORDINATE WITH .� 10, ARCHITECTURAL & �, • STRUCTURAL PLANS R' 10'R 5 5'R / 30'R � •• I . / / 1 / 10' R 0'R �- 5'R •• / I5'R 5R .� ADA PAR . GN/BOLL 5, R COMBO 10 1O'R 5 R -SEE DETAI 0' R 10' R 5'R 1' TYP D 10'R PA IN STA LS 5'R 5'R EE DET IL 5 R 10 R 5'R � ADA PAR SIG �g5 5'R 10'R P- EE DET 2601/' 5'R 10' PARKING SETBACK 0.0 �'o_ TYPICAL ADA 1 O'R STALLS PARKING 2601,r' �\ x SEE DETAIL I ' \� M in 30' BUILDING SETBACK 3 2 m / DOUBLE SIDED ADA / NO PARKING ACCESS AISLE I I 3 X & G CURB & GUTTER / SIGN/BOLLARD COMBO (3) �� 260 1S5%�-I 5'R 5'R 200'R TYP-SEE DETAIL TYP-SEE DETAIL I I 5'R x in in 0- m 226 R _ r /// I I 5'R 5'R 5 R J J m m m m J J m m IL m J m U) m J m m 2, 26.0' 25'R 2 5' -/ DOUBLE SIDED AD �� I 5'R BIOFILTRATION BASIN PARKING SIGN/ 5'R 5'R TYP-SEE DETAIL BOLLARD ++!{+++++ COMBO (6) I 5'R + + + + + + + + GYP -SEE DETAIL 5 R �++++++++++++++++++++++++++++++++�-T--r+++� 5,R + 5'R +�+++++++++� +++E+++++++++ +++++� + 5'R / + + + + T + + + + + + + + + + + + � B612 CURB + + + + + + + + X,: + + + + + + & GUTTER +++++++�, I I X +*+++* TYP-SEE DETAIL ++++++*+ + + -a + +N + +++I+ I 5'R . + + / , _ _ _ WETLAND +++++++ o I ++++I ++ I 5'R JL �Ihc `��\ �llc �Y III• AL + +++ I 99 LIGHT DUTY 5 R s BITUMINOUS +I PAVEMENT +,+++++ 1 74'R 0 5' ++ ��I �'___ EDGE OF WATER AS ____ /� \�� + + +++� j MEASURED 3-18-2020 I �� LYP-SEE DETAIL +++ ++ +++�� �'> ill \�I 10'R , 4 +++++�ul� ".' �ul� i/ +* {dl� 'n'` ++ ++ SNOW 5 R 1 \++++++� " z%z%/ +++++++++++ \���\`\ I ++ ++ STORAGE 200 R 40 5'R 10 R ++++++ \ I / + + + +�+ AREA 5 R 40 0 ++++++ �\\ i /�/ ++++++++�+++++++ ++++ ++ ++�+++ ++++� ++++ �_ _ _ ++++�+++ ++ +++++• \++++++++++ + + + + + + +� ++++\\�++++ ++++++ + +++ + CURB CUT + + + + + + + + + + + + + + ++++++ +++'I+++ +++ TYP-SEE DETAIL +++++++++++++++++++++++++++' +++++++ +++++ 'I+++ ++++I++++�� ��+++++++\ SURMOUNTABLE + 'I \� CURB &GUTTER 15 R + +�+ + + + + + + + + + + + + + + + l + + + + - + HEAVY DUTY WETLAND I \\ \ TYP-SEE DETAIL BITUMINOUS BUFFER-TYP ++++++++++++ I ++++++++ + ++++++++ PAVEMENT + + +� \ \ + TYP-SEE DETAIL ++++++++ I I I+++++++++ ++++++.\ 20' BUILDING F + + I I + +.�+ + + + + + B612 CURB ++ \ +z ++++++ ++*+++++ & PARKING SETBACK � � +� & GUTTER, */ : ++++++++ \ +++++++ TYP-SEE DETAIL 5� G � + �\ + 6��0 `+++++< �� +++ PSBL PSBL PSBL PSBL PSBL PS PSBL PSBL + + + + ++\+ + - PSBL PSBL PSE + + + + + + + + + + + + + + + - - - R + ++++++++, �C:: 7-) n � ! n 1 1 SNOW ++ '+ +++ ,,L �,+ ++ 1O'R / / STORAGE +++ +++ ++++ + + + + + + J /+++++++++++\ , AREA ++++++ +++++++ \ m i+ + /+ + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �++++++++++ + SURMOUNTABLE ++++++++ + + + + + + +++ CURB & GUTTER +++++ AJIL+++ + + +1� +++++ g5 TYP-SEE DETAIL ✓` 0,UL + 26. ' WETLAND + + UTLAND w+ + + + + ++ d 3++++++ BUFFER-TYP NSF.$ ++++++ / ,,� + + + + + +++r<t +++ + + +-� + +++ J+ 5'R �+ m + + + ++++++ ++++ + + 5'R 5'R + + + w CIO+ R + + + 5'R +++ +++ J� +++++++ ++++++ U 5'R �dL m SNOW +++++ V) 120 a ++++++ STORAGE ++++++ ++++++ AREA+*+*+ +++++++/ / + + + + + + + + + + + + +++++++ + +++ +++++++++++++ ++ + + + + + + + + + + + + + + ++ +++++++++++++ + + +.Lt + + + + + + + SURMOUNTABLE m + � c / CURB & GUTTER TYP-SEE DETAIL J m 40 0- 5'R 40 5'R 40 ------100_0'------- 5' R 14' R 40 5'R 40 10'R 40'R m 5'R 10'R 100' BUILDING 'R & PARKING 10'R SETBACK 0'R I� + + A 1O'R / �r +++++ +++ +++ ++++ 15'R 74'R / / + + + + + + + + + + + + + + + + + + +++++++� I+ ++++ 100'R ++++++ + + + + 40 / +++ wm + + - + / + + + + + + + + + + X995. HEAVY DUTY I + �F+ + ++++ + z to 9s•96X 160 R BITUMINOUS \++++++0+++++ 0 /PAVEMENT \` +++++++++ +++++++ o J / TYP-SEE DETAIL ++++++++++ +++++++ or **** WETLAND *** +++++ +++ + + + + + + + 13612 CURB \` \++++++++ + + + + + 126 R &GUTTER 15'R / TYP-SEE DETAIL \ +\�_+.+++++++ +++++++ / WETLAND \� + + + R BUFFER-TYP \` m + ,,� + + + MONUMENT ` �, + + - +- 100'R SIGN � _ ++ + `--- +++ ++++++ + _ + 6.0' BIOFILTRATION BASIN ++r+ +' - - - 6. TYP-SEE DETAIL +�++ ++++++I /+ + + + + ++++�++ +++ + SBL PSBL PSBL PSBL PSBL _ fPdeH5 PSBL CURB *+I++ + +++ \ + + + - � 15' R 0 50 100 N- SCALE IN FEET CIVIL LEGEND DOSTING PROPOSED SANITARY MANHOLE • GSTORM MANHOLE O ® CATCH BASIN 00 CULVERT HYDRANT { GATEVALVE 14 OPIV POST INDICATOR VALVE OOPIV 0 LIGHT POLE 0 POWER POLE -Cr- SIGN -cr- owR BENCHMARK - SOIL BORINGS_ ® WATER MANHOLE ® TELEPHONE MANHOLE ® UTILITY MANHOLE V ELECTRIC MANHOLE -WWATER SERVICE -S• SANITARY SERVICE 4 HANDICAP PARKING DIRECTION OF FLOW SPOT ELEVATION i'-924-CONTOURS > SANITARY SEWER » STORM SEWER WATERMAIN FM FORCEMAIN FM DT- DRAINTILE » DT- SILT FENCE CURB & GUTTER RETAINING WALL f`fYWWYI TREELINE r'YW1rWY1 - - - - - EASEMENT LINE - - - - - SETBACK LINE - - - - -X X- FENCE LINE -X X TEL- UNDERGROUND TELE GAS UNDERGROUND GAS OH- OVERHEAD UTILITY FO- UNDERGROUND FIBER OPTIC ALE- UNDERGROUND ELECTRIC CTV- UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS 23 SITE DATA CURRENT ZONING: RSF-2 PROPOSED ZONING: RSF-2 PROPERTY AREA: 32.45 AC DISTURBED AREA: 25.26 AC EXISTING IMPERVIOUS AREA: 1.95 AC (6.0%) PROPOSED IMPERVIOUS AREA: 10.68 AC (32.9%) DEVELOPMENT AND DESIGN STANDARDS YARD (BUILDING) SETBACKS: FRONT (FROM 101) 100 FT MINIMUM SIDE (FROM HACKAMORE) 20 FT MINIMUM SIDE 10 FT MINIMUM REAR 30 FT MINIMUM OFF-STREET PARKING AND DESIGN STANDARD REQUIREMENTS OFF-STREET PARKING SETBACKS: FRONT (FROM 101) 100 FT MINIMUM SIDE (FROM HACKAMORE) 20 FT MINIMUM SIDE 10 FT MINIMUM REAR 10 FT MINIMUM MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 9 FT PARKING SPACE LENGTH = 18.5 FT DRIVE LANE WIDTH = 26 FT OFF-STREET PARKING CALCULATIONS PROPOSED CHURCH: XX,XXX SF @ X STALLS PER XXXX = XXX STALLS TOTAL PARKING REQUIRED = XXX STALLS TOTAL PARKING PROVIDED = 848 STALLS ACCESSIBLE PARKING PROPOSED ACCESSIBLE PARKING: 22 STALLS REQUIRED ACCESSIBLE PARKING: 17 STALLS" "REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 501 TO 1000 STALLS (2% OF TOTAL STALLS PROVIDED) SITE NOTES 1 . ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5. TYPICAL FULL SIZED PARKING STALL IS 9' X 18.5' UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED. 7. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. SIGNAGE AND STRIPING NOTES 1 . CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2. CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH. 3. CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE PAINT. 4. ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5. ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL. 6. ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7. ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. EAGLE BROOK CHURCH WEST METRO CAMPUS B W B R 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 651.222.3701 bwbr.com Consultants ■ ■■ LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 19176A This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed/Registered Professional Engineer under the laws of the State of Minnesota Name Trevor D. Gruys- PE Date 05-19-2020 Lic./Reg. No. 53706 Issued For Item Date SD ISSUE 04-29-2020 CUP ISSUE 05-19-2020 C, This Sheet may be a Reduced Copy. The bar above is T' long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Comm. No. Drawn 3.2019023.00 TDG/ZBM/M DC Sheet Title SITE PLAN Sheet No. 220,oCS • 14.'�uic � /KUALVY x CORCORAN- CITY LIMITS - N 1 � _ FUTURE ROAD IMPROVEMENTS TO BE- DESIGNED &CONSTRUCTED BY CITY BITUMINOUS+ _CURB B-STYLE CURB m a o U x 988.9 x 986.8 - x199;-9 XIUI1 x1009. x 1007.6 1007 I .961 A O Ooip x 1004.9 x 1002.8 4.6 C990 •o 5 a0.0 991.8 x 990.8 ____-4'flo 986.3 x 54.83 x 980.84 x g83.98x x 984.24 x x9 x A�� I g> ; 98158x S61 980.9 98�9ox x 986.5 x 986.1 85.7 13M 13M l�,i,, - -lau _ _ _ _ I x 986.3 �- - - CITY LIMITS I J 4, / \ 0- T 50 \ FFS \ 8 %__ \ 990"3p c'�� o 98538 '�,\e/989.1/6 gs5.44 ) \ \`�'m 98R V � I � I 0 50 100 N SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A TOPOGRAPHIC SURVEY PREPARED BY E. G. RU D & SONS, INC. AND DATED APRIL, 2020. - - - CIVIL LEGEND EXISTING PROPOSED / SANITARY MANHOLE • ccMANHOLE O L/ ®® CATCH BASIN00 / D CULVERT HYDRANT DQ GATEVALVE H @PIV POST INDICATOR VALVE OPIV FUTURE ROAD IMPROVEMENTS 0 LIGHT POLE TO BE DESIGNED & CONSTRUCTED 0 POWER POLE � BY CITY/COUNTY � v SIGNLU � BENCHMARK p J 982.,8 > �' 82.36 _ SOIL BORINGS INV = 980.03 I8 �p O 6 ® WATER MANHOLE � 98 .66 ® TELEPHONE MANHOLE 9 �J 4g 9�1 x982.3 10 8z ® UTILITY MANHOLE 85 • 1 "o I" ' 9 » x983 g x x I ® ELECTRIC MANHOLE 981.19 ��1 9�9 0 9 3.02 -W WATER SERVICE 9 �j --x4Z1D. T - - 9�4.4- -'Qx- - - - dI�? 99p979 66 x979 2 x978 9 x978 9 x979 8 JX80.9 I -S_ SANITARY SERVICE qq HANDICAP PARKING L� --------_ ___ _ ___ _ 1 0 I I' DIRECTION OF FLOW Owl x9g0.1 98� 980.2 x982, SPOT ELEVATION xI fl x982.5 $2 I 8' i 191f.765 CONTOURS I 983.78 3' T " �� UU I LL IC�b0F' FUTURE ROAD IMPTOVE�N ENTS7C»���\ BITUMINOUS -�^�- BOTTOIv1=971.50 - D-SLGNED & CONSTRUCTED BY CITY - CURB DRAIN CTTNV= 8.fi� -E - SEE DETAIL B-STYLE _ CURB CI > SANITARY SEWER 14 98 98 .90 .66 » STORM SEWER WATERMAIN I FM FORCEMAIN fY 983 96 »- DRAINTILE »-DT- 9849 SILT FENCE CURB &GUTTER RETAINING WALL ITREELINE - - - - EASEMENT LINE - - - - - 984.6� - - - SETBACK LINE - - - - 0 _x_x_ FENCE LINE -X X- 984.73I TEL- UNDERGROUND TELE SAE- UNDERGROUND GAS 984.681 OH- OVERHEAD UTILITY FO- UNDERGROUND FIBER OPTIC I ALE- UNDERGROUND ELECTRIC IATV- UNDERGROUND CABLE TV PROPERTY LINE 9 CONIFEROUS TREE 6 IDECIDUOUS TREE II PARKING COUNTS 984.501I 60 GRADING, DRAINAGE & EROSION CONTROL NOTES I 1 . SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. - 984.3) 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3. GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW -IMPACT EARTH -MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. 983.89 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND - SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 983.52 5. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF 983.35 WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 983.18 I 6. REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO. ), ' DATED AS PREPARED BY FOR AN EXISTING SUBSURFACE SITE LU co CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. U m 7. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND 982.42 I BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 8. DUST MUST BE ADEQUATELY CONTROLLED. 9. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 981.37 10. SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. 1 1 . SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. I 980.46 GRADING LEGEND: APPROXIMATE EXTENTS OF WETLAND IMPACTS 979.47 978.97 \ 978.07 O 974.90 I 961.60 76 3 ti Ca.,���oQ�1G� C)A ST0, 7 9>1.89 CALL BEFORE YOU DIG! // Gopher State One Call TWIN CITY AREA: 651-454-0002 till TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF m ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 0 EAGLE BROOK CHURCH WEST METRO CAMPUS 380 St. Peter Street, Ste. 600 Saint Paul, MN SS102 651.222.3701 bwbr.com Consultants ■ ■■ LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 19176A This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed/Registered Professional Engineer under the laws of the State of Minnesota Name Trevor D. Gruys - PE Date 05-19-2020 Lic./Reg. No. 53706 Issued For Item Date SD ISSUE 04-29-2020 CUP ISSUE 05-19-2020 A L This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Comm. No. Drawn 3.2019023.00 TDG/ZBM/MDC Sheet Title GRADING AND DRAINAGE PLAN Sheet No. 230*CG x 988.9 x 986.8 - x199;-9 XIUI1 x1009. x 1007.6 1007 ? I 98 A O Ooip x 1004.9 x 1002.8 4.6 C990 •o 5 a0.0 991.8 x 990.8 ____-4'flo 986.3 x 54.83 x 980.84 x g83.98x x 9g4.24 x x9 A�� I g) ; 98!, 58 x S 61 980.9 98�9ox � L ' x986.5 x 986.1 i-13M x985.7 x986.3 J �13M�l�,yl WET�x 983.5 I / \ i.o o T - CL x985.0 I I ko / \ a Q IL / x985.3 Ld 50 © WETLAND \ \ \ I I83.72 NV4INCH-PVC \ 61� \ 990,30 96S 98538 \ ,I(0 Y / \ 98g 4> \ x985.1 � \ 9 x 984. 2 y1 a 988 C, x 986.9 1 \� -1 11 / 99 CID 985.44 98>,5q 98�9 ,. \gym 9&,,0 9d/ /19� 989.16 CITY LIMITS I iI L FUTURE ROAD IMPROVEMENTS TO BE DESIGNED & CONSTRUCTED BY CITY/COUNTYLU 1 J 982, 82.36 48 � 1 80.03 In I 0 6 98 .66 I 9 `fld>� x 982.3 � ,� 8Z x � 9 O >> x 983.9>�> x x 981.19 ��L 9>9 - - 9 3.02 90 Z4 .4- x 80.9 x979.6 x979.2 x978.9 x978.9 x979.8 ------ x980.1 98-IT------- - - x980.2 x982,0 I m I 9 .67 1175 II- 983.78 . m I 9 I 98 .90 RO m I 98 .66 CONSTRUCTION ; X z� ENTRANCE C) x 9a3 x986. SEE DETAIL 983 6 g3 Al $ 0 9 x �9 i 7 J 984 9 K 9 .LQ x9$1 x0$6 x°a sx K� y titi 9a �yti Ijjjl `x x x b rp �W OQkO x rn �O L o a. 00 984.61 rn Z 0 O L 6 W Os to O 984.731 Nx IL Z x Q W 984.681 x C=7 o U =O ° o 0 98U 6Q 6 I x 980.8 I it x 977.8 I x 976.6 I 6 - I I m e�ED I I $Rv I I I 984.501 I x974.2 x974.3 x976 5 60 :�746 + ++++++#+++++++++ FUTURE ROAD IMPROVES ENTSTO-Br\ BITUMINOUS - D.ESI NED & CONSTRUCTED BY CITY _CURB �o B-STYLE CURB eI v ?V1 g3 5' 983.52 983.35 983.18 0 50 100 =N_ SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A TOPOGRAPHIC SURVEY PREPARED BY E. G. RU D & SONS, INC. AND DATED APRIL, 2020. CIVIL LEGEND EXISTING PROPOSED SANITARY MANHOLE • CSTORM MANHOLE O ®® CATCH BASIN 00 D CULVERT HYDRANT DQ GATEVALVE H @RV POST INDICATOR VALVE OPIV 0 LIGHT POLE 0 POWER POLE v SIGN �- BENCHMARK SOIL BORINGS_ ® WATER MANHOLE ® TELEPHONE MANHOLE ® UTILITY MANHOLE ® ELECTRIC MANHOLE -W WATER SERVICE -S_ SANITARY SERVICE qq HANDICAP PARKING L� I'm[ DIRECTION OF FLOW Owl SPOT ELEVATION i"'924- CONTOURS > SANITARY SEWER » STORM SEWER WATERMAIN FM FORCEMAIN fY »- DRAINTILE »-DT- SILT FENCE CURB & GUTTER RETAINING WALL TREELINE - - - - EASEMENT LINE - - - - - SETBACK LINE - - - - -X X- FENCE LINE -X X- TEL- UNDERGROUND TELE SAS UNDERGROUND GAS OH- OVERHEAD UTILITY 170- UNDERGROUND FIBER OPTIC ALE- UNDERGROUND ELECTRIC ATV- UNDERGROUND CABLE TV - - - PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS SWPPP LEGEND SF- SILT FENCE BIO ROLLS 0 INLET PROTECTION EXISTING DRAINAGE PATTERN PROPOSED DRAINAGE PATTERN EROSION CONTROL BLANKET '\, GRADING, DRAINAGE & EROSION CONTROL NOTES 1 I 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, L1m r E) OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. U C0 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS 98242 I / IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3. GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW -IMPACT EARTH -MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. 981.37 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 5. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE 980.46 I GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO. ), DATED AS PREPARED BY FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 979.47 \ 7, STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE \ MUST BE ESTABLISHED. 978.97 I\ 8. DUST MUST BE ADEQUATELY CONTROLLED. 9. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 10. SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. 978.07 I 11. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. O 974.90 I 961.60 76 3 - C)i2oti Q�lG� 5� NN CIO NO Ceti Sr0, 4 9j7.8g IG� - CALL BEFORE YOU DIG! // Gopher State One Call TWIN CITY AREA: 651-454-0002 tillTOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF m ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 0 EAGLE BROOK CHURCH WEST METRO CAMPUS 380 St. Peter Street, Ste. 600 Saint Paul, MN SS102 651.222.3701 bwbr.com Consultants ■ ■■ LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 19176A This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed/Registered Professional Engineer under the laws of the State of Minnesota Name Trevor D. Gruys - PE Date 05-19-2020 Lic./Reg. No. 53706 Issued For Item Date SD ISSUE 04-29-2020 CUP ISSUE 05-19-2020 C-11 This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Comm. No. Drawn 3.2019023.00 TDG/ZBM/MDC Sheet Title STORM WATER POLLUTION PREVENTION PLAN (SWPPP) Sheet No 231,oSW SWPPP NOTES 1 . THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A PROPOSED BUILDING, PARKING LOT, SURFACE PAVEMENTS, BIOFILTRATION BASINS, AND UTILITIES. 2. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 1. INSTALL VEHICLE TRACKING BMP (SPRING 2022) 2. INSTALL INLET PROTECTION (SPRING 2022) 3. INSTALL SILT FENCE AROUND SITE (SPRING 2022) 4. CLEAR AND GRUB SITE (SPRING 2022) 5. STRIP AND STOCKPILE TOPSOIL (SPRING 2022) 6. REMOVE PAVEMENTS AND UTILITIES (SPRING 2022) 7. ROUGH GRADE SITE (SPRING 2022) 8. IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE (SPRING 2022) 9. INSTALL UTILITIES (SPRING 2022) 10. INSTALL BUILDING FOUNDATIONS (SPRING 2022) 11. INSTALL CURB AND GUTTER (SUMMER 2022) 12. INSTALL PAVEMENTS AND WALKS (SUMMER 2022) 13. FINAL GRADE SITE (SUMMER 2022) 14. REMOVE ACCUMULATED SEDIMENT FROM STORMWATER SYSTEMS (FALL 2022) 15. SEED AND MULCH (FALL 2022) 16. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE, INLET PROTECTION, AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 3. SITE DATA: PROPERTY AREA / DISTURBED AREA: 32.45 AC / 25.26 AC PRE -CONSTRUCTION IMPERVIOUS AREA: 1.95 AC POST -CONSTRUCTION IMPERVIOUS AREA: 10.68 AC GENERAL SOIL TYPE: SEE PRELIMINARY GEOTECHNICAL SOIL BORINGS BY BRAUN INTERTEC HYDROLOGY INFORMATION: SEE HYDROLOGY REPORT PREPARED BY LOUCKS DATED MAY 19, 2020 4. EROSION AND SEDIMENT CONTROLS WERE DESIGNED TO EFFECTIVELY CONTROL STORMWATER RUNOFF WITHIN THE PROJECT AREAS. EROSION AND SEDIMENT CONTROL HAVE BEEN PROPOSED TO MINIMIZE CHANNEL EROSION AND SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS. FACTORS THAT WERE CONSIDERED INCLUDE PROPOSED IMPERVIOUS AREAS, SLOPE OF IMPERVIOUS SURFACES, STORMWATER INFRASTRUCTURE DISCHARGE POINTS, AND ANNUAL AVERAGE PRECIPITATION DATA FOR THE PROJECT AREA. 5. HENNEPIN COUNTY RECEIVES AN AVERAGE OF 32 INCHES OF PRECIPITATION PER YEAR. THE FOLLOWING HENNEPIN COUNTY 24-HOUR STORM EVENTS ARE BASED ON ATLAS 14 RAINFALL DATA: 2-YR 2.86INCHES 10-YR 4.26INCHES 100-YR 7.32INCHES 6. SEE "EXHIBIT:PROPOSED DRAINAGE AREAS" FOR SITE MAP WITH DRAINAGE AREA BOUNDARIES. 7. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 8. CONTRACTOR SHALL INSTALL RAIN GAUGE ON SITE. 9. NO DEWATERING IS EXPECTED TO OCCUR ON SITE. NO GROUNDWATER EXPECTED TO BE ENCOUNTERED DURING CONSTRUCTION. IF DEWATERING IS REQUIRED, REFER TO CITY REGULATIONS. 10. NO SOIL CONTAMINATION EXPECTED TO BE ENCOUNTERED DURING EXCAVATION. 11. ALL DISTURBED GROUND LEFT INACTIVE FOR FOURTEEN (14) OR MORE DAYS SHALL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. 12. ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH EROSION CONTROL BLANKET 13. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 14. SOIL COMPACTION SHALL BE MINIMIZED DURING CONSTRUCTION. 15. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 16. SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED ON ALL DOWNGRADIENT PERIMETERS AND UPGRADIENT OF ANY BUFFER ZONES. 17. SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 18. SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 19. NO VEHICLE WASHING ALLOWED ON SITE. ESTIMATED QUANTITIES DESCRIPTION UNIT QUANTITY TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 3 PREFABRICATED CONCRETE WASHOUT EA - SILT FENCE (STANDARD) LF 9,950 EROSION CONTROL BLANKET SY 22,400 INLET PROTECTION EA 32 BIO-ROLL LF - V:\Trevor\SWPPP (2020).PNG SITE VICINITY MAP Rockford Crow -Hassan Park Reserve Hanover frog ws PROJECT SITE Corcoran ndependence Lore1 I •.. Maple Pialn - Anoka Champlin Elm Creek Bl:•J Park Reserve ossen Maple Grove 610 Brooklyn Park Brooklyn Center 55 New Hope Ndedrna Crystal _ bg 1- Plymouth Mredicine Lake 20. NO ENGINE DEGREASING IS ALLOWED ON SITE. 21. THE OWNER IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR IS RESPONSIBLE FOR COMPLIANCE WITH SECTIONS 3, 4, 6-22, 24 AND APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23. 22. TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER THE FOLLOWING CONDITIONS HAVE BEEN MET: A. PERMIT TERMINATION CONDITIONS, PER NPDES PERMIT SECTION 13.1 HAVE BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. A.A. PERMANENT UNIFORM PERENNIAL VEGETATIVE COVER MUST BE ESTABLISHED AT 70% DENSITY OF ITS EXPECTED FINAL GROWTH. A.B. THE PERMANENT STORMWATER TREATMENT SYSTEM IS CONSTRUCTED, MEETS ALL REQUIREMENTS, AND IS OPERATING AS DESIGNED. A.C. ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE REMOVED. A.D. CLEAN OUT SEDIMENT FROM CONVEYANCE SYSTEMS AND PERMANENT STORMWATER TREATMENT SYSTEMS (RETURN TO DESIGN CAPACITY). 23. INSPECTIONS A. INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS REQUIRED. B. EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT. C. STABILIZED AREAS: ONCE EVERY 30 DAYS D. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. E. INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. F. OBSERVE ANY DISCHARGE OCCURRING ONSITE AND DOCUMENT CORRECTIVE ACTIONS TAKEN. DISCHARGE SHOULD BE DESCRIBED AND PHOTOGRAPHED. 24. MINIMUM MAINTENANCE A. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW. B. REPAIR, REPLACE, OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 2 THE HEIGHT OF THE DEVICE. C. SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME. D. SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN CALENDAR DAYS OF DISCOVERY. E. CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITHIN (DONE CALENDAR DAY. F. PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER THAN %" IN 24 HOURS. 25. THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 26. OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. 27. SWPPP MUST BE AMENDED WHEN: A. THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE B. INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QUALITY STANDARDS. C. THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 28. CONCRETE WASHOUT AREA A. CONCRETE WASH -OUT SITES NOT ALLOWED ON SITE AND MUST BE CONTAINED ON TRUCKS. B. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY. 29. IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 30. PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 31. FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY. 32. RESPONSIBILITIES A. THE OWNER MUST IDENTIFY A PERSON WHO WILL OVERSEE THE SWPPP IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE: CONTACT: COMPANY: PHONE: B. THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM: CONTACT: COMPANY: PHONE: 33. THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS -BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. 34. EROSION CONTROL DEVICES CANNOT BE REMOVED UNTIL THE WATERSHED DISTRICT HAS DETERMINED THE SITE HAS BEEN PERMANENTLY RESTABALIZED AND SHALL BE REMOVED WITHIN 30 DAYS THEREAFTER. CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP Construction StormWater Special Waters Search Minnesota Pollution Control Agency = - _I 0 QIRECT4Of� O F 021 a 0 U SUPPORT POST ANCHORAGE IN -SITU SOIL - STEEL FENCE (T-POST) MINIMUM 5LONG, MAX6' SPACING - ATTACH FABRIC TO POST WITH MINIMUM 3 ZIP TIES ( 50 LB TENSILE) PER POST IN TOP 8" OF FABRIC GEOTEXTiLE FABRIC OVERLAP FABRIC 6" AND FASTEN AT 2' INTERVALS LAY FABRIC IN TRENCH FABRIC ANCHORAGE TRENCH BACKFILL TRENCH WITH TAMPED NATURAL SOIL z LU Z g CID 2 o Uj maw V^''w WENCK CLIEtj PROJECT STANDARD PLATES CITY OF CORCORAN RCeporWvB partner- Exc ptiana1 a„ MOMM "IR �; SILT FENCE MACHINE SLICED REV AN APP REV DATE DWN BY ClAWD APP'D DWG DATE PROJECT NO, SHEET NO. REV NO. 1 2015 SKH Rws Rws s�F 2294-00 ER0-1 A EXISTING CURB OVERFLOW IS s OF THE d CURB BOX HEIGHT L OD ODD W r� PLAN Ln WIMCO ROAD DRAIN CG-3067 HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL OR n I CITY APPROVED EQUAL. 51 E TOP OF THE :URB 10" FILTER ASSEMBLY 3 u, ID HIGH -FLAW FABRIC n d V^7 WENCK 11 PRCJCCT STANDARD PLATES CITY OF CORCORAN 0 AL 1-11Responsive partner.Erceptmnaiourcarnle .- TN,� INLET PROTECTION °' CATCH BASIN INSERT REV DWN APP REV DATE DWN BY CHWO APP'p DWC DATE PROJECT N]. SHEEP No' REV NO. �15 SKH RWS Rws SCALE 2294-00 ERO-4C ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT I.5' INTERVALS SEE PLAN FOR TYPE c1.y - STAPLE DENSITY SHALL BE A MINIMUM OF 3 U-SHAPED 8", 11 GAUGE METAL STAPLES PER SQUARE YARD (THIS MAY VARY AS DIRECTED BY THE CITY) ANCHOR TRENCH 1. DIG 6" X 6" TRENCH 2, LAY BLANKET IN TRENCH 3. STAPLE AT 1.5' INTERVALS 4. BACKFILL WITH NATURAL SOIL AND COMPACT OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6" ■ T WENCK " `NI PROJECT STANDARD PLATES A CITY OF CORCORAN RespomJveparu,e, E.ce!murra-oukmmes. - ;,", EROSION CONTROL BLANKET- INSTALLATION REV DWN APF REV PATE DWN BY CHi('L APP'D DW, DATE PROJECT NO_ SHEET NO- FM 2015 SKH RWS RWS r,77 2294-OD ERO •- 2 d 0 N d u� OPa P ® 0 0° 00, 0 �0.0 Q 60, 0, 0 00 0 Op �ab0 Q O�Q 000bc,� nC.M1NIMiJMa G, oO,0 DEPTH �s f QV0 O�00 00 oa 0 0 0 o t" - 2" WASHED ROCK G, Q �N 113 U 18" MIN. CUT OFF BERM TO o MINIMIZE RUNOFF FROM SITE T L, NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD C MIGRATION THROUGH ROCK. ENTRANCE MUST BE MAINTAINED TO PREVENT SEDIMENTATION A� ON PUBLIC ROADWAYS. FUGITIVE ROCKS WILL BE REMOVED FROM w ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY. Q r 0 0 a W 3 W WENTPREL7ECT STANDARD PLATES CITY OF CORCORAN P p RCsprzr�IVE artiver- Eire "ono: pus[omes. SHED CONSTRUCTION ENTRANCETITLE (ROCK) a n,. w es�sa -A-uw REV DWN AP REV DATE DWN BY CHK'p APP'p RWC DATE PROJECT N0.THFU NO- REV N0. M fie zot5 SKH RWS RWS scnLE 2294-40 ERQ--6 PLAN PROPOSEC PROJECT SITE = DIRECTION OF SURFACE FLOW 8 - 12" MINIMUM DEPTH AGGREGATE BASE 1 2" WASHED GRAVEL FILTER KO I1=0 =0011 0 W1161111 Wei' 11 r.•r.Mn i■r•. W I. wi__r ���_�• III�iI_I_ s.■r.r.Nr.r.■r.r.!r.r.•r.r.■r.r. ..,..I.;.-I, STEEL PLATE ..=�,r.., k A' s ;a :•.;"� '�' e•' :�;;' F: GEO-TEXTILE FABRIC '' :_ • AGGREGATE BACKFILL v - Q IN PLACE CATCHBASIN . a G Cr a 0 z a 1 ■ ■ WENCK :IIEN PROJECT STANDARD PLATES A ® CITY OF CORCORAN -� Responsive per { xrepsia:la: bvsmmezSHEET INLET PROTECTION. -• . TrrLE CATCH BASIN ROCK FILTER REV I DWN I APF' REV PATE DWN M CHK'D APP (r frWG DATE PROJECT N9_ SHEE-T N0. REV NG_ PEB 2R1s Rws RWs SCALE 2294-00 ERO-4B it LOUCKS DIRECTION 1L STRAW BALES SHALL BE STAKED WITH TWO WOOD QNT') OR STEEL (FENCE POST OR #8 REBAR) STAKES. PLAN STRAW BALES SHALL BE TRENCHED 3"-41!-J INTO THE SOIL 3"-4". BIOROLLS LOUCKS PLATE NO. 3006 DRAWN 2/2016 m m EAGLE BROOK CHURCH WEST METRO CAMPUS 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 651.222.3701 bwbr.com Consultants ■ ■■ LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 19176A This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed/Registered Professional Engineer under the laws of the State of Minnesota Name Trevor D. Gruys - PE Date 05-19-2020 Lic./Reg. No. 53706 Issued For Item Date SD ISSUE 04-29-2020 CUP ISSUE 05-19-2020 ly tQ� L This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Comm. No. Drawn 3.2019023.00 TDG/ZBM/MDC Sheet Title SWPPP NOTES AND DETAILS Sheet No. 232*SW 158 LF-8" PVC WATERMAIN t- 17 LF-8" PVC WATERMAIN 8"x8" TEE—\ 8" GATE VALVE --\ 75 LF-8" PVC WATERMAIN 11.25 DEG. 8" BENDS O 42 LF-8" PVC--., WATERMAIN ~ u CONNECT TO EXISTIxr- 8"x6 TEES m PVC C900 PLUG M 51 LF-8" PVC (VERIFY EXISTING LOCATION, Tr� SIZE & MATERIAL) 8 GATE VALVE 8"x4" TEE 4 LF-8" PVC WATERMAI' - 8"x6" TEE 8" GATE VALVE \J ✓-T/Cn m m \ J / m \ M / 6" P I V / 74 LF-6" PVC WATERMAIN / 6" 45 DEG. BEND 4 LF-6 PVC WATERMAIN / 300 LF-8" PVC WATERMAIN - SANMH 2 J\ RIM=992.20 TO EXISTING SANMH @ INV(SE)=970.52± m EX.INV(NW)=970.42 00 (FIELD VERIFY LOTION & INVERT) - � I Q I 0 50 100 CL \ SCALE IN FEET Q I � / NOTE: 50 / \ EXISTING CONDITIONS INFORMATION 50 SH nWN I� FROM ATOPO TOPOGRAPHIC - CIVIL LEGEND EXISTING PROPOSED \ / / SANITARY MANHOLE • STORM MANHOLE O ®® CATCH BASIN HYDRANT 4 W 9 GATEVALVE / F8 H 9ss, / SPIV POST INDICATOR VALVE OPiv FUTURE ROAD IMPROVEMENTS LIGHT POLE TO BE DESIGNED & CONSTRUCTED 0 POWER POLE � \ / \ BY CITY/COUNTY 127 LF-8" PVC WATERMAIN \\ e1 / CONNECT TO EXISTING 8" PVC 22.5 DEG. 8" BEND 33 LF-8" PVC WATERMAIN 8 x8 TEE 8 GATE VALVE J 223 LF-8" PVC WATERMAIN — 13M �13M WET W w �\ I \ E WETLAND \ \ \ \ \ I 00 00 9�e / \ J% C900 PLUG s (VERIFY EXISTING LOCATION, \JJ a8>� / SIZE & MATERIAL) SIGN W I I 1 fi BENCHMARK SOIL BORINGS- - INV = 980.03 I O 6 WATER MANHOLE \ 1 ® TELEPHONE MANHOLE \� I (0) UTILITY MANHOLE » » I � I ® ELECTRIC MANHOLE p + + + yhc — — — — —,— _ _ — — — — — — — — — — — _ _D —W— WATER SERVICE — — ++++++ — — — — — I —S_ SANITARY SERVICE + + + 1 - 1 p p + + + I - - i t HANDICAP PARKING (� — --�--art— — — — — — — - - - + I + + + —---------------------------------- I �'' DIRECTION OF FLOW SPOT ELEVATION I I I i--924— CONTOURS I>— SANITARY SEWER 1 STORM SEWER I WATERMAIN I I \ J I FM FORCEMAIN FM I 1 f » DT— DRAINTILE » DT— I SILT FENCE I CURB &GUTTER RETAINING WALL TREELINE — — — — EASEMENT LINE — — — — — w I— — — — SETBACK LINE — — — — w GN 0 I 60 w —X X— FENCE LINE —X X— �^ ITEL— UNDERGROUND TELE w Z I SAS UNDERGROUND GAS I < w I OH— OVERHEAD UTILITY UFO— UNDERGROUND FIBER OPTIC ry—y—Yl t-,\ I o I I ALE— UNDERGROUND ELECTRIC Ln I I ATV— UNDERGROUND CABLE TV II PROPERTY LINE /I /I ij I I CONIFEROUS TREE 1 I I I m 1 DECIDUOUS TREE II PARKING COUNTS Q I I I I I 60 I UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND +' - m— I INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, +++ THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ++++++ +' +++++' ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2018 EDITION. 4/1 + — 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL +++++++++++++++++++ ++ +++++� COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION +++++++++++ ++ ++ AND THE GEOTECHNICAL REPORT. + 1/+++ I + 00 ++ A 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF WETLAND +LU++ THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED y ++ AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK + + + IMPACTING PUBLIC UTILITIES. xi I +>- z++ 4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE +� �++ BUILDING FACE UNLESS OTHERWISE NOTED. +b 4++ i 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL +�,+ + �N SEPARATION IS REQUIRED FOR ALL UTILITIES UNLESS OTHERWISE NOTED. +++++ \ + 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA ++�+\++ I J DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY +++ i+�" OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID + CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION +�I+ 00 �/ OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH +++++++/\\ CAN NOT BE ATTAINED. + + +++++++ + + ++++++� I 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT + + i/ + UNLESS OTHERWISE NOTED. + + + + + + + + + + + + + + ++++++++++++++ + \ 8. PROPOSED PIPE MATERIALS: — \\ WATERMAIN PVC C900 4" TO 8" DIAMETER \\ I SANITARY SEWER PVC SCH 40 8" DIAMETER STORM SEWER DUAL WALL HDPE 10" TO 24" DIAMETER co i PVC SCH 40 6" TO 18" DIAMETER PERFORATED PVC 4" TO 6" DIAMETER 9. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE 8" PVC SCH 40. I I 10. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 a FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820 501 I 11. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR I WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS I MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND I OTHER STRUCTURES. PM I m 12. HIGH -DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, + + +++++ i I PART 4715.0540: +*+*+*+*+*+*� i I a. PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. + + + b. PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. + + + + + + + + I �� +++++ W. ++++++++\ � u � c. ALL FITTINGS MUST COMPLY WITH ASTM D3212. �d ++++++ ++++++++ i d. WATER -TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. 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THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT m 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF cc ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED Q DURING CONSTRUCTION AT NO COST TO THE OWNER. U EAGLE BROOK CHURCH WEST METRO CAMPUS 3 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 651.222.3701 bwbr.com Consultants ■ ■■ LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 19176A This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed/Registered Professional Engineer under the laws of the State of Minnesota Name Trevor D. Gruys- PE Date 05-19-2020 Lic./Reg. No. 53706 Issued For Item Date SD ISSUE 04-29-2020 CUP ISSUE 05-19-2020 L This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Comm. No. Drawn 3.2019023.00 TDG/ZBM/M DC Sheet Title UTILITY PLAN SANITARY SEWER & WATERMAIN Sheet No. 240*CU PERFORATED DRAINTILE CFF nFTAII i 00 �a• 0 p t�J ti CBMH 12" NYLOPLAST RIM=993.9 INV(E)=990.90 INV(S)=990.57 FES I NV=975.07 106 LF-24" HDPE @ 0.5% FES INV=974.56 — wEr w IJL WETLAND IJL 0 eto wad _TP5 CITY I (,4f \ \ \ I \ CL T 50 L — \ o ", 96S FUTURE ROAD IMPROVEMENTS \ \ 1��1141 TO BE DESIGNED & CONSTRUCTED BY CITY/COUNTY/\LU oo 7�-7UT—UME—ROAD ROAD IMPROVEMENTS TO BE — DESIGNED & CONSTRUCTED BY CITY BITUMINOUS — CURB B-STYLE CURB 0 50 100 =N- SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A TOPOGRAPHIC SURVEY PREPARED BY E. G. RUD & SONS, INC. AND DATED APRIL, 2020. CIVIL LEGEND EXISTING PROPOSED SANITARY MANHOLE • GSTORM MANHOLE O ®® CATCH BASIN D CULVERT HYDRANT GATEVALVE H @PIV POST INDICATOR VALVE OPiv 0 LIGHT POLE # Q� POWER POLE — v SIGN I fi BENCHMARK SOIL BORINGS_ 6 I ® WATER MANHOLE ® TELEPHONE MANHOLE I ® UTILITY MANHOLE ® ELECTRIC MANHOLE 7 I I —W— WATER SERVICE —S_ SANITARY SERVICE IHANDICAP PARKING (� DIRECTION OF FLOW Will J I — SPOT ELEVATION i--924— CONTOURS I>— SANITARY SEWER >>— STORM SEWER II WATERMAIN J I FM FORCEMAIN FM DT— DRAINTILE » DT— a I SILT FENCE I/ CURB & GUTTER RETAINING WALL TREELINE EASEMENT LINE 60 I — — — — SETBACK LINE — — — - -X X— FENCE LINE —X X— TEL— UNDERGROUND TELE ISAS UNDERGROUND GAS OH— OVERHEAD UTILITY IFO— UNDERGROUND FIBER OPTIC I ALE— UNDERGROUND ELECTRIC ATV— UNDERGROUND CABLE TV I— — PROPERTY LINE ICONIFEROUS TREE IDECIDUOUS TREE PARKING COUNTS Q 60 I I UTILITY NOTES 1 . ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND I INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, J THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2018 EDITION. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL I SEPARATION IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. LU J co u 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA m DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8. PROPOSED PIPE MATERIALS: WATERMAIN PVC C900 4" TO 8" DIAMETER SANITARY SEWER PVC SCH 40 8" DIAMETER STORM SEWER DUAL WALL HDPE 10" TO 24" DIAMETER PVC SCH 40 6" TO 18" DIAMETER PERFORATED PVC 4" TO 6" DIAMETER 9. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE 8" PVC SCH 40. 10, ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH \ MINNESOTA RULES, PART 4715,2820 11. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 12. HIGH -DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: a. PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. b. PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. C. ALL FITTINGS MUST COMPLY WITH ASTM D3212. d. WATER -TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. I CALL BEFORE YOU DIGI E97376 Gopher State One Call OHU I OHU c�j pQ TWIN CITY AREA: 651-454-0002 5� kti O�TOLL FREE: 1-800-252-1166 9)�9 STOp 1 '1� _ 4 cNT WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. m m 95 THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT LG�� STop<j 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF m G ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, 0 VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE 01 / CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED n DURING CONSTRUCTION AT NO COST TO THE OWNER. U EAGLE BROOK CHURCH WEST METRO CAMPUS B W B R 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 651.222.3701 bwbr.com Consultants ■ ■■ LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 19176A This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed/Registered Professional Engineer under the laws of the State of Minnesota Name Trevor D. Gruys- PE Date 05-19-2020 Lic./Reg. No. 53706 Issued For Item Date SD ISSUE 04-29-2020 CUP ISSUE 05-19-2020 L This Sheet may be a Reduced Copy. The bar above is T' long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Comm. No. Drawn 3.2019023.00 TDG/ZBM/M DC Sheet Title UTILITY PLAN STORM SEWER Sheet No. 241,oCU T — I / � I o 0 0 0 0 0 0 0 0 0 0 C)E;3C)/ oQ oQ c / O / O ---- - oQ o / / --------- EEMENT Q Q / / / / / / _1� d d d d• " ° s / • d ° d ° / d d d ° ------+---� Imo-------__ \I W` Ln LU LU cn �w0`n U.) z z Ln �o ~Q� Ln 3:z o LU LU >2: Q 0 � Z)z ce 0� U LU h LL00Z Ln 0-D0Ir rtU � LU Z >_ o \ I \ I \I \I �I 1y1 I LU 0 al� Z N LU W 00 w 0 � z Q z w „ U UKIVCVVHT IHIVU U 11L1 i 1 /1VRLL1'ILIV 'FROM EDGE OF DRAINTILE TO FACE OF FOUNDATION WALL TO ALLOW FOR LACEMENT OF INSULATION FINISHED FLOOR ELEVATION FOUNDATION (SEE STRUCTURAL) TRENCH DETAIL 4" DIA. HOLE TYPICAL PIPE DETAIL R DOCUMENTS NC 0 20 40 -N_ SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A TOPOGRAPHIC SURVEY PREPARED BY E. G. RUD & SONS, INC. AND DATED APRIL, 2020. CIVIL LEGEND EXISTING PROPOSED SANITARY MANHOLE • GSTORM MANHOLE O ®® CATCH BASIN D CULVERT HYDRANT DQ GATEVALVE H @PIV POST INDICATOR VALVE OPiV 0 LIGHT POLE 0 POWER POLE v SIGN fi BENCHMARK SOIL BORINGS_ ® WATER MANHOLE ® TELEPHONE MANHOLE ® UTILITY MANHOLE ® ELECTRIC MANHOLE —W- WATER SERVICE —S� SANITARY SERVICE HANDICAP PARKING (� DIRECTION OF FLOW SPOT ELEVATION i--924- CONTOURS >— SANITARY SEWER »— STORM SEWER WATERMAIN FM FORCEMAIN :M DT— DRAINTILE » DT— SILT FENCE CURB & GUTTER RETAINING WALL TREELINE — — — — EASEMENT LINE — — — — — SETBACK LINE — — — - -X X— FENCE LINE —X X— TEL— UNDERGROUND TELE SAS UNDERGROUND GAS OH— OVERHEAD UTILITY FO— UNDERGROUND FIBER OPTIC ALE— UNDERGROUND ELECTRIC ATV— UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS (2 UTILITY NOTES / 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2018 EDITION. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK / IMPACTING PUBLIC UTILITIES. 4. ALL STORM SEWER, SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE / BUILDING FACE UNLESS OTHERWISE NOTED. 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. CCC 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8. PROPOSED PIPE MATERIALS: WATERMAIN PVC C900 4" TO 8" DIAMETER SANITARY SEWER PVC SCH 40 8" DIAMETER STORM SEWER DUAL WALL HDPE 10" TO 24" DIAMETER PVC SCH 40 6" TO 18" DIAMETER PERFORATED PVC 4" TO 6" DIAMETER 9. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE 8" PVC SCH 40. 10. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820 11. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. APPROVED FREE DRAINING 12. HIGH -DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, BACKFILL MATERIAL PART 4715.0540: (SEE SPECS) a. PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. NON -WOVEN GEOTEXTILE b. PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. FABRIC AROUND DRAINAGE C. ALL FITTINGS MUST COMPLY WITH ASTM D3212. ROCK - MNDOT 3733, TYPE 1 d. WATER -TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. 6" PERFORATED SCHEDULE PVC PIPE COARSE FILTER AGGREGATE MNDOT 3149.2H THE AGGREGATE SHALL BE ROUND RIVER ROCK, WASH AND FREE OF FINE PARTICLE APPROVED FREE DRAINING BACKFILL MATERIAL (SEE SPECS) NOTE 1. SEE MECHANICAL DRAWINGS FOR FOUNDATION DRAINTILE ON INTERIOR OF BUILDING. 2. NON -WOVEN GEOTECHNICAL FABRIC SHALL BE PLACED AROUND THE ENTIRE DRAINAGE AGGREGATE FIELD. FULLY ADHERE SEAMS AND CINCH WITH A STAINLESS STEEL RING CLAMP AT CLEANOUT LOCATIONS. NOT TO SCAT EXTERIOR FOUNDATION DRAINTILE DETAIL LOUCKS PLATE NO DRAWN 3/2018 CALL BEFORE YOU DIGI Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT m 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF m ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED o DURING CONSTRUCTION AT NO COST TO THE OWNER. U EAGLE BROOK CHURCH WEST METRO CAMPUS 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 651.222.3701 bwbr.com Consultants ■ ■■ LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 19176A This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed/Registered Professional Engineer under the laws of the State of Minnesota Name Trevor D. Gruys- PE Date 05-19-2020 Lic./Reg. No. 53706 Issued For Item Date SD ISSUE 04-29-2020 CUP ISSUE 05-19-2020 L This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Comm. No. Drawn 3.2019023.00 TDG/ZBM/M DC Sheet Title UTILITY PLAN FOUNDATION DRAINTILE Sheet No. 242*CU SIGN NAME DESIGNATION SIZE YIELD R1-2 36"X36"X36" SPEED R2-1 24"X30" LIMIT NO NIA 12"X18" PARKING NOTES: 1. DESIGN SHALL CONFORM TO THESE REQUIREMENTS EXCEPT STOP � ^ AS OTHERWISE APPROVED BY THE r CITY ENGINEER. 2 51GN SHALL BE REFLECTORIZED AS PER MNDOT 3352.2A2B, STANDARD NO. 2 3. SIGN SHALL BE CONSTRUCTED OF ❑ ALUMINUM PER MNDOT 3352.2A1 ° INSTALLATION SHALL BE IN COMPLIANCE 4 WITH THE LATEST REVISION OF THE ❑ MMUTCD P ° 2" X 2" X 12 GAUGE SQUARE TELESPAR ° GALVANIZED SIGN POST (2.4 Ibs/it) ° FINISHED GRADE 1 " TO 2" o n IT ❑ p P � n P n 2�"X2"X1B"X12GAUGEOMNI n DIRECTIONAL SLEEVE WITH 4 BLADES 2"X2d"X12GAUGE P SQUARE TELESPAR ° 4' LONG SIGN ANCHOR ° NOTE: 1- INSTALLATION SHALL BE IN COMPLIANCE WITH THE LATEST VERSION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. FOR STREETS WITH SPEED LIMIT GREATER THAN 30 MPH, A 0.7' SIGN WITH 0.5' LETTERS IS REQUIRED. 3, TYPICALLY INSTALLED AT SOUTHWEST CORNER OF INTERSECTION_ ALL EQUALS MUST BE APPROVED BY CITY ENGINEER BEFORE INSTALLATION. 4. SIGN SHALL BE CONSTRUCTED OF ALUMINUM PER MNDOT 3352.2A1- 5. WHEN INSTALLED IN CONCRETE USE SURFACE MOUNTED ANCHOR BASEYa'X4" CONCRETE ANCHOR BOLTS KLEEN BREAK MODEL 425 OR APPROVED EQUAL. (SEE DETAIL GEN-3) ENCK ',LrENT PROJECT STANDARD PLATES CITY OF CORCORAN kesounclvepar[ner.Excepflona ourcomes. ra - it- TITEE REGULATORY SIGN REV DWN APP REV DATE DWN BY CHK'D APP'D ❑WG DATE PROJEtiT N4. SHEET N0, REV NO.. FEF3 2415 SKH RWS RWS SCALE 2294-00 GEN - 5 GROUT BOTTOM OF MANHOLE TO 112 DIAMETER AT PIPE AND SLOPE GROUT 2" TOWARD INVERT. CASTING A B R 164.2 27" 7" R1755C WT REQ. 27" 7" Ess.Bro.309 27" 7" MANHOLE STEPS SHALL BE PLACED SO THAT f� I I 4 II I 1 0 OFFSET VERTICAL PORTION OF CONE IS FACING DOWNSTREAM NEENAH FRAME AND COVER PER TABLE OR EQUAL, LETTERED "SANITARY SEWER" WITH 2 p CONCEALED PICK HOLES AND SELF SEALING LID. R SEE SPECIFICATION FOR CASTING NUMBERS PLAN MINIMUM OF 2, MAX. OF 5 CONCRETE z ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH RING. 1 RING WITH MORTAR= 0-2' # } INSTALL INTERIOR I&I BARRIER EULL'S OR APPROVED EQUAL MORTAR SHALL BE AIR ENTRAINED UNDERGROUND UTILITY MORTAR WHICH MEETS „A" OR EXCEEDS ASTM C270 AND ASTM 387. ONLY PLASTIC SHIMS SHALL BE ALLOWED IF NEEDED. o d MANHOLE STEPS, COPOLYMER POLYPROPYLENE a PLASTIC, WITH GRADE $0 STEEL REINFORCEMENT o OR EQUAL, 16" O.C- ALL JOINTS IN MANHOLE TO HAVE '0" RING a 5" VARIES 11111— 4'4' TYP RUBBER GASKETS PROVIDE EXTERNAL NEOPRENE SEAL ON ALL JOINTS (GATOR WRAP OR APPROVED EQUAL) PIPE SHALL NOT BE CUT 2" FROM INSIDE FACE OF WALL q NOTE: KOR-N-SEAL MANHOLE OR APPROVED 1 EQUAL CONSIDERED ACCEPTABLE ALTERNATE. I !t S I � I { ALL DOG HOUSES SHALL BE GROUTED ON INSIDE y AND OUTSIDE_ I c e v e COMPACT TO TOP OF PIPE, TO FIRST JOINT $„ 4 S ALL INFILTRATION SECTION MINIMUM THICKNESS OF PRECAST BASE IS 6" AREAS SHALL BE FOR STRUCTURES 14" DEEP OR LESS, AND REPAIRED UNTIL INCREASES 1" IN THICKNESS FOR EVERY 4' z MANHOLE IS WATER OF DEPTH GREATER THAN 14', AND REINFORCE n TIGHT. WITH 6" X 6" 10/10 MESH I ENCK CLIENT PRCVECT STANDARD PLATES CITY OF CORCORAN Re5pGn5ve parmer. Except) ona' outcomes. c. T"LE SANITARY SEWER MANHOLE Mlw-. ve. s,tr REV DWN APP REV DATE DWN By 1_,,K'D APP'D DWG DAtE PROJECT NO, SHEET NO_ REV N4. FES 2017 SKH RWS RW5 sc�tJ 2294-00 SAN- L L 4" PVC DRAINTILE CONNECTION NO BENDS GREATER THAN 45` SHALL BE ALLOWED Y 3 -t0r1 v D m u �n BACK OF CURB J 1 a FACE OF CURB cv DIRECTION OF FLOW Jill NOTE: VANE GRATE SHOWN ;r cl; PLAN CI NO BLOCK STRUCTURES CATCHBASIN CASTING NEENAH R306TV OR ALLOWED - a EQUAL WITH VANE GRATE, 3" RADIUS a CURB BOX. INSTALL R3290-A CASTING IN DRIVEWAYS AND VALLEY GUTTERS- s VARIABLE n MINIMUM OF 2 MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF TOP OF CURB MORTAR BETWEEN EACH RING. 1 RING WITH MORTAR = 0.2'. INSTALL EXTERIOR INFI-SHIELD OR APPROVED EQUAL. a 6 1/2" 5" 4" PVC DRAINTILE CONNECTION 3" GROUT ram 14 MINIMUM DOGHOUSES SHALL BE GROUTED , a ON BOTH THE OUTSIDE AND THE' INSIDE, 3 ONLY PLASTIC SHIMS SHALL SECTION BE ALLOWED IF NEEDED. Q MORTAR SHALL BE AIR ENTRAINED UNDERGROUND UTILITY MORTAR WHICH MEETS OR EXCEEDS ASTM n C270 AND ASTM C387. I ��� VIIENCK :LIENT PROJECT STANDARD PLATES CITY OF CORCORAN nI Respcnwve parmer. Exteptlonal w[comes 2' X3' CATCHBASIN REV DWN APP REV DATE DWIN Br' r,Hr'D APP'D DWG DATE PROJECT NO SHEET NO. REV NO. JAN 2018 NPW RWS RW5 SCALE 2294-00 STO-7 24" x 36" PRECAST i 21, r ?'Y GTLANL,I BUFFER it alla�ad t1A baft rrrsx, This ueLt pfavidu ori1w'WD6ffe habilat ID1 If the vmeA- 4 i•y of L_t7tcorm 4" X 4" TREATED WOOD POST 1 �• TYM NOTE: ALL SIGNS SHALL BE OBTAINED AT CITY HALL NF WENCI�C CLIENT PROTECT STANDARD PLATES ® CITY OF CORCORAN Resporlslve partner. Exceptlona• pumomes. r+mo rrco- conR yes-.�e-,sw `^- . 1' .' i�_+t— iial- S!-IEET TITLE WETLAND BUFFER SIGN �, R71 DWN APP REV DATE DWN Fn CHk'CI APP'D DWG BATE PROTECT NU. SItEr. NO. r:L'v JAN so,a SKH RWS RWS scatE 2294-00 GEN - S F i 2 GROUT BOTTOM OF MANHOLE TO A MINIMUM OF V2 DIAMETER AT PIPE AND SLOPE GROUT 2" TOWARD INVERT. G MANHOLE STEPS SHALL BE PLACED SO THAT S OFFSET VERTICAL PORTION OF CONE IS FACING FLOW DOWNSTREAM FOR ALL PIPES UP TO 24"_ PLACE STEPS ON RIGHT HAND SIDE WHEN FACING ' DOWN STREAM FOR ALL PIPES 24" AND OVER 51 APPROVED CASTINGS CASTING A B ZI NEENAH R1642 27 T' NEENAH FRAME' AND COVER OR EQUAL N LETTERED, "STORM SEWER", WITH 2 o CONCEALED PICK HOLES MINIMUM OF 2 MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH RING. 1 RING WITH MORTAR = 0.2' d oo INSTALL INTERNAL I&I BARRIER EULUS OR APPROVED EQUAL "A"1 ONLY PLASTIC SHIMS SHALL BE ALLOWED IF NEEDED. MORTAR SHALL BE AIR ENTRAINED UNDERGROUND UTILITY MORTAR WHICH MEETS OR EXCEEDS ASTM C270 ° AND ASTM 0387. MANHOLE STEPS, COPOLYMER POLYPROPYLENE PLASTIC, WITH 112" GRADE 61) STEEL x REINFORCEMENT OR EQUAL, 16" ON CENTER- (NO 5 STEPS ALLOWED IN UPPER 27" BARREL.) 4 r VARIES (4' TYR) �- ALL JOINTS IN MANHOLE TO HAVE "0" RING GROUT RUBBER GASKETS. w PIPE SHALL BE CUTOUT 2" FROM INSIDE FACE OF WALL. j 1' e DOG HOUSES MUST BE GROUTED BOTH INSIDE ► ' AND OUTSIDE OF STRUCTURE. MINIMUM SLAB THICKNESS 6" FOR STRUCTURES 14' IN DEPTH OR LESS- INCREASE THICKNESS 1" FOR EACH N OF DEPTH GREATER THAN 14', AND 'n I REINFORCE WITH 6'X6' 10110 MESH. WENCK CLIEnr PROJECT STANDARD PLATES ® CITY OF CORCORAN - amer. Exce uonal ourmmes - SHEET TITLEResp°rrdvE STORM SEWER =R MANHOLE REV DWN qPP REV DATE DWN BY CHK'D APP'D DWG DATE PROJECT N0. SHEET NO.REV NO. FEB 2D» SKHni RWS I RWS sCU 2294-00 5T0-1 F i b NEENAH R-4342 CASTING OR EQUAL. v ONLY PLASTIC SHIMS SHALL o BE ALLOWED IF NEEDED. y MORTAR SHALL BE AIR ENTRAINED UNDERGROUND UTILITY MORTAR WHICH MEETS OR EXCEEDS ASTM C270 AND ASTM C387. 16 NO BLOCK STRUCTURES ALLOWED- MINIMUM OF 2 MAXIMUM OF 5 CONCRETE ADJUSTMENT PLAN RINGS WITH FULL BED OF MORTAR BETWEEN EACH N RING. 1 RING WITH MORTAR = 0.2'. INSTALL EXTERIOR INFI-SHIELD OR APPROVED EQUAL. a r N I ► 6" PRECAST REINFORCED CONCRETE SLAB 1=: 3wSi ° rn S VARIES 4'-4" MIN. 6r� 0 4 4 e . - TOP OF BARREL SECTION UNDER TOP SLAB TO HAVE FLAT TOP EDGE SEALED WITH 2 BEADS OF RAMNEK OR APPROVED EQUAL. EXTERNAL WRAP (GATOR WRAP OR APPROVED EQUAL) REQUIRED ALL JOINTS IN MANHOLE TO HAVE "0' RING RUBBER GASKETS. '*DOG HOUSES MUST BE GROUTED BOTH INSIDE AND OUTSIDE OF STRUCTURE. PIPE SHALL BE CUT OUT 2" FROM INSIDE FACE OF WALL. C° d MINIMUM SLAB THICKNESS 6" FOR STRUCTURES T 14' IN DEPTH OR LESS. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14', AND SECTION REINFORCE WITH 111 10/10 MESH. GROUT BOTTOM I Kc V^`F WENCK E.I P>;OJEC7 STANDARD PLATES CITY OF CORCORAN Resporrdv� parmer. Exceptional ourmmes. �^ SHEET CATCHBASIN MANHOLE REV DWN APB REV DATE DWN BY CHk'C' APP'D DWG DATE PROJECT NO. SHEET NO. REV NO. JAN 2018 NPW RW5 RW5 sc� 2294-OD STO-9 d N 0 LT w r-e C r- 6" VARIABLE DISTANCE TO CENTER LINE Yz"R 3„R y2, R TOP OF BITUMINOUS MATERIAL a , SLOPE MfTDOT B612 116�25% MnDOT B618 MnDOT B624 " CONCRETE CURB AND GUTTER 1P" 13612 8" 18' B618 24' 6624 12" R 28" R 16" r TOP OF BITUMINOUS g 'R . . SURMOUNTABLE a CURB AND GUTTER 17Yx" 10Y" 28' ,1R TOP OF BITUMINOUS 5 SLOPE t 314" PER FT ry STANDARD SECTION THROUGH DRIVEWAY 101, VARIES 8 4" 1Ya" R BITUMINOUS CURB BITUMINOUS 6"SHOE FORMED C� NOTES: 1. ONCE CURB AND GUTTER ARE INSTALLED, ENSURE EROSION CONTROL MEASURES ARE PROPERLY ESTABLISHED. 2. USE SUITABLE MATERIAL TO BACKFILL AREA BEHIND CURS, T^• WENCK LIErar Pu�JEcr STANDARD PLATES ® CITY OF CORCORAN SHE Responsr& partner. Exceptional wtromes. CURB AND GUTTER REV DWN APP REV DATE DWN BY SKH I'HK'➢ Rws APP'D Rws DWG DATE PROJECT NO. 2294-00 SHEET NO- STR-5 REV NO. JAN 2316 s�ALf GROUT BOTTOM OF MANHOLE TO A MINIMUM OF 1/2 DIAMETER AT PIPE AND SLOPE GROUT 2" TOWARD INVERT_ APPROVED CASTINGS CASTING A B NEENAH R1642 27' 7" il a NEENAH FRAME AND COVER OR EQUAL LETTERED, "STORM SEWER", WITH 2 3 CONCEALED PICK HOLES MINIMUM OF 2 MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH RING. 1 RING WITH MORTAR = 02. INSTALL INTERNAL I&I BARRIER EULL'S OR `c m - APPROVED EQUAL o ONLY PLASTIC SHIMS SHALL BE ALLOWED IF NEEDED. MORTAR SHALL BE AIR ENTRAINED a UNDERGROUND UTILITY MORTAR WHICH MEETS OR EXCEEDS ASTM C270 AND ASTM C387. 3 _R � T A MANHOLE STEPS, COPOLYMER POLYPROPYLENE ` PLASTIC, WITH 112"GRADE 60 STEEL REINFORCEMENT OR EQUAL, 16" ON CENTER. (NO 5" STEPS ALLOWED IN UPPER 27" BARREL.) VARIES (4' MIN.) ALL JOINTS IN MANHOLE TO HAVE '0' RING 3 RUBBER GASKETS. z w GROUT 2" PIPE SHALL BE CUT OUT 2" FROM r -+ �It INSIDE FACE OF WALL. I ""DOG HOUSES MUST BE GROUTED BOTH INSIDE } • ;, ` AND OUTSIDE OF STRUCTURE. 9 MINIMUM SLAB THICKNESS 6" FOR STRUCTURES 14' �.. IN DEPTH OR LESS. INCREASE THICKNESS 1" FOR I EACH 4' OF DEPTH GREATER THAN 14', AND 1� I REINFORCE WITH 6"X6" 10110 MESH - ��� E CLIENT PROJECT STANDARD PLATES CITY OF CORCORAN - Respopswe Exceptlona' W=mes. ram' SHEET STORM SEWER parmer. jj"__ TITLE JUNCTION MANHOLE i REV DWN APP FREV ➢ATE IMN BY CHK'D APP'D DWG DAtE PROJECT NO- SHEET NO_ REV NO. F� 2717 SKH RWS RWS scyLL 2294-00 STO-2 SEE CITY PLATE NO. STO-11 FOR RIPRAP PLACEMENT. ANCHOR CLIP TIE LAST 3 PIPE JOINTS. USE 2TIE BOLT FASTENERS PER JOINT. INSTALL AT 60' FROM TOP OR BOTTOM OF PIPE. FOR PIPES SEGMENTS WITH FES ON BOTH ENDS, ALL PIPE SEGMENTS SHALL BE TIED PROVIDE 3 ANCHOR CLIPS 70 FASTEN TRASH GUARD TO FLARED END SECTION. HOT DIP GALVANIZE AFTER FABRICATION. TRASH GUARD SIZING PIPE SIZE BARS 'H' BOLTS ISOMERIC 12° 3/4"0 21/2' 518" 151, 3/4"0 3" 51811 18" 314"0 4" 518" 21 "-24" 1110 4" 3141' 27"•36" 11.0 5" 314j1 42" 1110 S" 3W' 48"-54" 114,0 611 1" 60"-72" 1 1/4"0 7" 1" 78"-9011 1 114"0 8" 1" WENCK CLIENT PROJECT STANDARD PLATES CITY OF CORCORAN Resporrdv� partner. Exceptional ourcomes. �- '= SHEET FLARED END SECTION rM � am. RMR ,es-.n.yoe TITLE AND TRASH GUARD REV DWN APP REV DATE DWN BY CHK'D AP "D CIWG DATE PROJECT N0.7STO NO. REV NO. JAN 2D16 SKH RWS RW5 SCALE 2294-00-1 O g i S K1 VLU ' 314" PER FOOT 2 a 38" VARIES 5' LU c- � z ra- � ' (SEE PLAN) GRADE= 4,5°lo TO 10°l0 - ~ A: r f fy ••�: , s �; - y• -• `• �•' �. . - ::.chi + z • ::,�,�`i .. _ '�' � .. ..i' •..' gin; 4�-'�:.1i` .` •.ra'. •` +� S,ir ti''". YS- �.4„i=.,... ,::R4�i C. �":"+'•'_. � a :,F;r--"�=: -y,„z.+�' °5 -5:-n"ti:��� : �,' s: tis"'�,: yr�,,b,;• y.'avnr ,;,� Y 8" CONCRETE PAVEMENT (3Y32A) v 0 EXPANSION .POINT 6" CLASS 5 AGGREGATE BASE OR Y RECYCLED EQUAL(MNDOT 3138) SECTION A -A d NO 8 SCALE SEE NOTE PROPERTY d '!' LINE POUR CURB 1111 o SEPARATE FROM 11141 CONCRETE APRON RADIUS = 30' TO FACE, EXPANSION JOINT A L z (TYR) TO BE POURED EXPANSION JOINT (TYP.) TO BE POURED WITH CURB. PLAN WITH CURB. NO SCALE y NOTE: MAX COMMERCIAL DRIVEWAY WIDTH TO BE 324 AT RIGHT-OF-WAY. ��� WENCK CLIENT PRoIECT STANDARD PLATES �, CITY OF CORCORAN Rzsporcrve partner.fxcepnona ov'Tames. SHEE STITLEHEET COMMERCIAL CONCRETE !EO I,OMIF d[p' �IIR WY-GY-wP, DRIVEWAY APRON o REV DWN APP REV DATE DWN BY CHK'D AfP'D DWG DATE PROJECT NO. SHEE-1 NO REV NO. ¢ JAN 2016 I SKH RWS I RWS SCYLE 2294-00 STR-1 4' PVC DRAINTILE CONNECTION 24"X36" SLAB OPENING FOR NEENAH R3067V. INSTALL NO BENDS GREATER R3290-A FOR DRIVEWAYS AND VALLEY GUTTERS. „ THAN 45' SHALL B (VANE GRATE SHOWN) ALLOWED ------- DIMENSION FROM BACK OF CURB TO CENTER OF u PIPE. 4' ❑IA. MH - 9" IN FROM BACK OF CURB x 5' DIA. MH - 3" IN FROM BACK OF CURB 6' DIA. MH - 3" BEHIND BACK OF CURB T DIA. MH - 9" BEHIND BACK OF CURB S' DIA. MH - 15' z il BEHIND BACK OF CURB a ND BLOCK STRUCTURES ALLOWED. MINIMUM OF 2 MAXIMUM OF 5 CONCRETE ADJUSTMENT v RINGS WITH FULL BED OF MORTAR BETWEEN EACH a RING. 1 RING WITH MORTAR = ll INSTALL EXTERIOR INFI-SHIELD OR APPROVE[) EQUAL, to .9 a 6" PRECAST REINFORCED CONCRETE SLAB. 11-0" TOP OF BARREL SECTION UNDER TOP SLAB TO HAVE FLAT TOP EDGE SEALED WITH 2 BEADS OF RAMNEK OR ° APPROVED EQUAL. EXTERNAL WRAP (GATOR WRAP OR APPROVED EQUAL) REQUIRED ° VARIES 4'-O" MIN. ONLY PLASTIC SHIMS SHALL BE ALLOWED IF NEEDED- T u, MORTAR SHALL BE AIR ENTRAINED w v UNDERGROUND UTILITY MORTAR WHICH MEETS 5,1 OR EXCEEDS ASTM 0270 AND ASTM C387. ALL JOINTS IN MANHOLE TO HAVE "0" RING RUBBER GASKETS. **DOG HOUSES MUST BE GROUTED BOTH INSIDE AND OUTSIDE OF STRUCTURE. p e� 4" PVC DRAINTILE CONNECTION. 6" Qp o PIPE SHALL BE CUT OUT 2" FROM a INSIDE FACE OF WALL. MINIMUM SLAB THICKNESS 6" FOR STRUCTURES 14' IN DEPTH OR LESS. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14', AND REINFORCE WITH 6"X6" 10110 MESH. GROUT BOTTOM I ��V WENCK rLIEfaT PRINECI STANDARD PLATES ® CITY OF CORCORAN Resporrdva parmer. Exceptional wtcomes. `',:a SHM TITLE CATCHBASIN wnr "An. w rasa � ia+e MANHOLE REV ➢WN APP REV DATE DWN BY t:HK'D ApWEI DWG DATE PROJECT NO. GREET No REV N0, JAN 231s NPW RWS RWS STALE 2294-00 5T0-5 F 1 b 4 5 t" GRANITE RIPRAP F A A s� o Z' MIN a 4 B 5D RIPRAP REQUIREMENTS PLAN 12" TO 18" B-10 CUBIC YARDS CL.3 21" TO 27" 12-14 CUBIC YARDS CL.3 `a 30" TO 36" 16-24 CUBIC YARDS CL.3 42' TO 48" 30-38 CUBIC YARDS CL.3 „° 54" AND UP 62&UP CUBIC YARDS CL 4 (ONE CUBIC n YARD IS APPROXIMATELY 2,800 LBS.I r; 21 z GRANITE RIPRAP � CY 3' MIN FABRIC NOTES: 1. FILTER BLANKET REQUIRED 1 UNDER RIPRAP OR 2 SECTION A —A GEOTEXTlLE FILTER -TYPE IV LAYERS OF 5013X MIRAFI FABRIC OR EQUAL. 2. ONLY GRANITE RIPRAP TO BE USED AT OUTLETS GRANITE RIPRAP 3, GRADE A SWALE ADJACENT '3 TO BOTH SIDES OF PIPE TO a DIRECT WATER AWAY FROM FES, A- SECTION B- GEOTEXTILE FILTER -TYPE IV WENCK LIEJI PROJECT STANDARD PLATES En A CITY OF CORCORAN TILE RIPRAP RPspvrisNe parmer. Exce tipnal n'JSCpmeS. ~ p - - wnr nw. w aaa �rro+aw " _ AT OUTLETS REV ➢WN APY REV DAFC DwN BY CHK'D APP'D DWG DATE PROJECT NO. SHEET NO. REV NO. NPW RWS RWS 2294-00 STO-1 1 FES 23i7 75U L L 0 7� 'v MEASUREMENT FOR PAYMENT A EXPPANSION JOINT B A g INTEGRAL CAST J EXPANSION JOINT VARIABLE 18" 18" e V P a v o- 1$" 18" 3/4" PER FT e o- NO, 4 REBAR. TYPICAL e • °� a i- vr 6" MIN. AGGREGATE BASE SECTION A -A THRU B618 C&G SECTION B-B I HRU CONCRETE GUTTER ��'► WEIVCK CLIENT PRaJEcr STANDARD PLATES A CITY OF CORCORAN Resp°nswe parmer. Excepa.onai mlr omen. Imo_ _,S".'. SHLE CONCRETE VALLEY GUTTER REV DWN I APP I REV DATE DWN BY CHK'D APP'D CIWG DATE PROJECT C10. SHEET NO- I. ':.. NkR 2016 1 SKH RW5 RW5 ISCALF 2294-00 STR-15 24"X36" SLAB OPENING FOR NEENAH R3067V- INSTALL R3290-A FOR DRIVEWAYS AND VALLEY GUTTERS. (VANE GRATE SHOWN) DIMENSION FROM BACK OF CURB TO CENTER OF PIPE, 4` DIA. MH 9" IN FROM BACK CF CURS 5' DIA. MH - 3" IN FROM BACK OF CURB 6' DIA. MH - X BEHIND BACK OF CURB T DIA- MH - 9" BEHIND BACK OF CURB 8' DIA MH -15" BEHIND BACK OF CURB NO BLOCK STRUCTURES ALLOWED. 4" PVC DRAINTILE CONNECTION VO BENDS GREATER THAN 45' SHALL BE ALLOWED MINIMUM OF 2 MAXIMUM OF 5 CONCRETE ADJUSTMENT RINGS WITH PULL BED MORTAR BETWEEN EACH RING. 1 RING WITH MORTAR = 0.2'. INSTALL EXTERIOR INFI-SHIELD OR APPROVED EQUAL. 4 e o a 6' PRECAST REINFORCED CONCRETE SLAB- TOPOF BARREL SECTION UNDER TOP SLAB TO HAVE FLAT TOP EDGE SEALED WITH 2 BEADS OF RAMNEK OR = n APPROVED EQUAL. EXTERNAL WRAP (GATOR WRAP OR 0 VARIES APPROVED EQUAL) REQUIRED ALL JOINTS IN `❑ I I 4'-O" MIN. I RUBBER GASKETS. HOLE TO HAVE "0" RING z y b.. ""DDG HOUSES MUST BE GROUTED BOTH INSIDE AND OUTSIDE OF STRUCTURE. E ONLY PLASTIC SHIMS SHALL BE ALLOWED IF NEEDED. MORTAR SHALL BE AIR ENTRAINED UNDERGROUND UTILITY MORTAR WHICH MEETS z OR EXCEEDS ASTM C270 AND ASTM C387. z 4" PVC DRAINTILE CONNECTION. PIPE SHALL BE CUT OUT 2" FROM INSIDE FACE OF WALL. 9 MINIMUM SLAB THICKNESS 6" FOR STRUCTURES 14' or) IN DEPTH OR LESS. INCREASE THICKNESS 1'FOR 6^ EACH 4' OF DEPTH GREATER THAN 14', AND 17 REINFORCE WITH 110110 MESH. n SUMP MANHOLE REQUIRED WHEN THERE IS A 7011 GREATER DROP BETWEEN PIPE INVERTS, AND THE FIRST STRUCTURE UPSTREAM FROM PIPE OUTLET. W ENCK CLIENT NT PROJECT STANDARD PLATES ® CITY OF CORCORAN 7ITLE� CATCHBASIN Resporrd& partner. Exceptional ourcomes. MANHOLE WITH SUMP REV DwN qPP REV DATE DWN BY NPW CHK'D RWS APP'D RW5 D'VfG DATE PROJECT N0. 2294-00 SHEET NO, STO-6 REV NO. JAN 231s scAi a Y 2' MINIMUM FINISHED GRADE - _ —I 2 MINIMUM OF TOPSOILI- -I I I=ABOVE TRENCH I I Q 0 0 L- 0 U I I -I 1 I -I I -I I -I _ O 0 O 0 O 0 Q 0 0 0 I O O p p O 0 0 0 (D 0 COARSE FILTER AGGREGATE � � 0 0 C) O MN❑OT (3149.2H) r o O Q 0 0 0 O 0 O O 4" OR 6" PERFORATED, RIGID, PVC DRAIN TILE. N 0000 00000 a 0 0 0 0 d 0 O GEOTEXTILE FABRIC MNOOT (3733-TYPE 1). n 0 O 2 2-4" 3 114" 0 HOLE TYPICAL IPIPE DETAIL 12 NOTE: 1. FABRIC TO BE WRAPPED ON THE SIDES AND UNDER THE FILTER AGGREGATE - DO NOT WRAP FABRIC. 2. PLACE HOLES UP WHEN SUMP PUMP LATERALS ARE PRESENT. 0� V� CLIENT PROJECT STANDARD PLATES n A 1 CITY OF CORCORAN r,I Responsive Exceptlona' Pvtcomes. -� DRAINTILE parmer. �'.R "��' �� ;. ITLE � _ � -SHEETPERFORATED SWALE INSTALLATION i REV DWN APP REV DATE DWN Fir CHK'D APP'D DWG DATE PROJECT NO. SHEET NO. REV No. FES20T7 NPW RWS RW5 SC& 2294-00 STO-14A q�w EAGLE BROOK CHURCH WEST METRO CAMPUS 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 651.222.3701 bwbr.com Consultants ■ ■■ LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 19176A This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed/Registered Professional Engineer under the laws of the State of Minnesota Name Trevor D. Gruys - PE Date 05-19-2020 Lic./Reg. No. 53706 Issued For Item Date SD ISSUE 04-29-2020 CUP ISSUE 05-19-2020 ly tQ► This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Comm. No. Drawn 3.2019023.00 TDG/ZBM/MDC Sheet Title CIVIL DETAILS m 3: Sheet No. 250*CD 5, HYDRA -FINDER TYPE HYDRANT FLAG WATEROUS PACER MODEL TOP WB-67-250 HYDRANT VERIFY THREAD TYPE r._ o WITH FIRE DEPT, ABOVE GROUND TEST STATION. GROUNDING ANODE T 3' (MIN 3' BURY) 1 #12 AWG COPPER CLAD STEEL z ORE WIRE WITH MIN. BREAK LOAD OF 270 LBS FOR OPEN CUT INSTALL RATED FOR 30 CONNECT TRACER GATE VALVE VOLTS. 45 MIL HMWPE WIRE TO MAIN EXTENSION ROD JACKET. TRACER WIRE 1.5 CUBIC YARDS GRAVEL OR CRUSHED ROCK. COVER WITH POLYETHYLENE WRAP - 8" CONCRETE BLOCK - TIE ALL FITTINGS WITH MIN. OF TWO, 34' DIAMETER RODS NOTE: (STAINLESS STEEL OR EPDXY COATED), OR WITH MEGALUGS 1. FACTORY INSTALLED PLUGS REQUIRED WHENEVER HYDRANTS ARE INSTALLED IN AREAS WITH HIGH GROUNDWATER LEVEL, AS DETERMINED BY DEWATERING REQUIREMENTS AND THE CITY ENGINEER. THE MAIN NOZZLE SHALL BE PAINTED BLUE FOR ALL HYDRANTS WITH PLUGGED DRAIN HOLES. 2. ALL DUCTILE IRON WATERMAIN FITTINGS SHALL BE FUSION BONDED EPDXY COATED. 3. HYDRANTS SHALL BE MARKED WITH STAINLESS STEEL TAG FROM FACTORY. 4 CONTRACTOR SHALL SUPPLY TWO HYDRANT FLAGS, ONE To BE INSTALLED ON THE HYDRANT AND THE SECOND DELIVERED TO CORCORAN PUBLIC WORKS_ 5. ALL HYDRANT LEADS ARE TO BE CONSTRUCTED WITH POLYWRAPPED DIP, CLASS 52. 6. PROVIDE POLYWRAP UP THE HYDRANT BARREL TO THE BREAK OFF FLANGE. 7, ALL WATERMAIN BOLTS SHALL BE COR-BLUE OR APPROVED EQUAL. B. HYDRANTS SHALL BE PAINTED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: FLOW RATE OF 1,0D0 GPM OR MORE - GREEN; FLOW RATE BETWEEN 500 GPM AND 1,000 GPM - YELLOW; FLOW RATE OF 500 GPM OR LESS - RED. 9. ABOVE GROUND TEST STATION SHALL BE COBRA T3 (T2-R75) OR APPROVED EQUAL. OUTDOOR RATED PVC CONDUIT SHALL BE INSTALLED FROM BOTTOM OF TEST STATION TO 2' BELOW FINISH GRADE. SEE DETAIL WAT-11 FOR CONNECTION DETAILS. 10, MIN 1 LB. DRIVE IN ANODE WITH MIN. 20' WIRE LEAD. 11. CONNECTORS SHALL BE DRY CONN DIRECT BURY LUG AQUA. PRO -TRACE DB OR APPROVED EQUAL 12. CONTRACTOR SHALL SUPPLY 1 HYDRANT WRENCH FOR EVERY PHASE OR EVERY 5 HYDRANTS INSTALLED, WHICHEVER IS GREATER. ■ ■ WENCK cuE>aT01TY OF CORCORAN PROECT STANDARD PLATES ResPonslve parmer. Excep(iQ nT' QOt[Qmes. '� E� ;", i IYD RANT OETAI L REV DWN APP REV DATE DNRJ BY CHK'P APP'U DWG DATE PIiIJE1-r hiG. SHEET NO. RL'r JAN tots NPW RWS RW5 SCALE 2294-00 WAT-1 cc 14 )M4 COMPACTED BACKFILL p 4--l- +++++++++++++++ +++++++++++++++ 12' � Y1 + + + + + + +++ + + + +++++++ _ GRANULAR BORROW ++++++ MNDOT SPEC- 4 - * 4 �� + 3149.281 D+12" MIN. "D" DENOTES OUTSIDE DIAMETER OF PIPE z PIPE FOUNDATION & BEDDING IN GOOD SOILS 0 PIPE FOUNDATION IMPROVEMENT MATERIAL (3149.2H) CONSIDERED INCIDENTAL WITH COST OF PIPE AND GRANULAR BORROW MATERIAL (3149.281) IN THIS AREA 1 Compacted _ =1 F Backtill U =7 _ o + + + + + + + + + + + + + + + + + �r '-I + + + + + + + + r + + 4- + + + + + + + + + + r Li -+ + + + + + [} + + + + + + + + + + �- Coarse Filter Aggr- =j + + + + + + + + + + 1- _ Mri Spec. 3149.2H. =1 + + + + + + + �= s - 1 + + a + + + + + + + + i= + + + + t = =1 + + + + + +. - -4 + + + + + 17i-_�TI_1T ITC r �7 D+12" Min. "D" Donates outside IMPROVED Diameter of pipe PIPE FOUNDATION a PIPE FOUNDATION & BEDDING IN POOR SOILS NOTE 1, ALL SDR-35 PVC SHALL BE USED TO A DEPTH NOT TO EXCEED 16'. SDR-26 PVC SHALL BE USED FOR DEPTHS GREATER THAN 16', C-900 PVC SHALL BE USED FOR DEPTHS GREATER THAN 25'. ^V WENCt+[ GL1Eh{T PRQJEC'r STANDARD PLATES ® CITY OF CORCORAN ft�por impart et.Ex«ptionalout�mes. n BEDDING METHODS FOR PVC ca . , 0 3 REV DWN APP REV DATE DWN BY GHK'D APP'U DWI, DATE PROJECT NO. SHEET Nr1. E'. rd SED-1 JAN 201 B SICH RW5 RWS SCALP 2294-00 7.5' MINIMUM COVER REQUIRED OVER DROP TOP OF WATER MAIN, WATER LID No. 6860 NO. TYLER H-10361 No. MUELLER B-5160 EXTENSIONS REQUIRED ON ALL BIBBY-STE-CROIX GATE VALVES ADJUST TOP TO 112" BELOW GRADE. BOX TO BE SET TO PROVIDE 12" OF EXTENSION SHALL BE WITHIN 1-2' ADJUSTMENT. OF FINISHED GRADE GRADE TOP TYLER No- 6860 No. 26" TYLER NO. 5860 MUELLER NO. MUELLER H-10361 No, 26" H-10357 BIBBY-STE-CROIX B-5001 BIBBY-STE-CROIX VB502 27 GATE VALVE BOX, SCREW TYPE, 3 PIECE, 5 ILA" SHAFT, SIZE G BOX, 7'-6" EXTENDED, #6 ROUND BASE EXTENSION 14„ TYLER No. 58 1$„ ALL VALVE BOX COMPONENTS - _ No. 59 24,1 SHALL BE MANUFACTURED IN THE No. 60 14" U-S, OR CANADA, OR AS APPROVED MUELLER No. 58 20„ BY THE CITY ENGINEER. No. 59 BIBBY-STE-CROIX RESILIANT WEDGE VALVE VB520 Na. 57 CONFORMING AWWA C-509-80 VB521 Na_ 58 14" STANDARDS INSTALLED WITH A VALVE VB522 No. 59 2Q„ BOX ADAPTER TYPE IL VB523 No, 60 26" - ADAPTOR REQUIRED ON ALL GATE VALVES BOTTOM TYLER No. 6650 No. 65" GATE VALVE ADAPTOR 14' STEEL MUELLER H 10361 Nv. 65" WITH PROTECTIVE COATING BIBBY-STE-CROIX VB516 60" COPPER TRACER WIRE 1I2" RUBBER GASKET INSTALLED INSTALLED ON ALL PVC BETWEEN THE GATE VALVE AND WATER MAIN GATE VALVE ADAPTOR BASE F W CONCRETE BLOCK MEGALUGS (TYP) NOTE: ALL WATERMAIN BOLTS ARE TO BE COR-BLUE OR AN APPROVED EQUAL C:LIENTDITI' OF CORCORAN PROJECT STANDARD PLATES ® _ EET Reepalri partnet. EKLeWZnal Lnntutnes pT GATE VALVE AND ' BOX INSTALLATION REV DWN All REV DATE DWN $Y Cµ 'CI APP'U DWG DATE PROJECT NO- SHEET NO. REV NO- 2Dts SKH RW5 RW5 scALE 2294--00 WAT-2 6" 12" D/4 LE: 6" 11 zi COMPACTED BACKFILL D 20009 CONCRETE LOAD FACTOR 2.3 D+12"MIN. "0" DENOTES OUTSIDE CLASS A DIAMETER OF PIPE CONCRETE BACKFILL TO 0.5 OF OUTSIDE DIAMETER WITH SHAPED BEDDING. TT COMPACTED D - BACKFILL + + + + + I(- + fl'SD * + * 1 j E-I+ COARSE FILTER AGGREGATE + + + + + } + I + + rI1- MNDOT SPEC. 3149,2H =TSI!DE LOAD FACTOR 1.9 DENOTES CLASS B DIAMETER HAND SHAPED FROM OF PIPE ANGULAR BEDDING MATERIAL COMPACTED 1f 1111' BACKFILL LOAD FACTOR 1.5 "D" DENOTES CLASS C-1 OUTSIDE DIAMETER OF PIPE HAND SHAPED FROM FIRM UNDISTURBED SOIL -il D I11 COMPACTED IIr_ BACKFILL D/4 BUT NOT =1 + 0.5p + + + 1 f 1 11 COARSE FILTER AGGREGATE LESS THAN 6" '=1 + + + + + + I(- MNDOT SPEC- 3149.21-1 lip - LOAD FACTOR 1.5 "O" DENOTES OUTSIDE CLASS C-2 D+12" MIN. DIAMETER OF PIPE HAND SHAPED FROM ANGULAR BEDDING MATERIAL WENCKCLIENT PROJECT STANDARD PLATES CITY OF CORCORAN Resp Gn31114 partn@ph I. ExCeOnal UUm [[ue5. �' F - :: r1TIE BEDDING METHODS FOR RCP, CMP &DIP REV OWN APF REV DATE DWN BY CHK'0 APP'D DWG DATE PRrIJECT NO. SHEET NO. REV NO, FEB 2417 NPW RW5 RW5 IScALE 2294-00 BED-2 SUGGESTED CONSTRUCTION 8E0UENGING (Flute to designar.' add as needed tv mootg2Txiact requir6menti 1. Install appropriate temporary erosion control davicc,es to prevent sediment from leaving or entering the practice during cnnstnlciivn. 2. All dawn -gradient perimeter sediment control bmp's must be in place before any up gradient land disturbirg activity begins. 3. Perform continuous Inspections of erosion control pr&Aces, especially after each rainfall event. 4. Install all uAlties (waler, sanitary sewer, electric, natural gas, phone. Iber optic, etc) prior la setting final grade of bloretenllvn device. 5. Rough grade the site. It bloretengon areas are being used as temporary sediment basins during construction, leavE; a minimum of 1 feet of cover over the practice to protect the underlying sills FTUr1T ologging. 6. Complete, stabiles, and vegetate all other site improvernel 7. Construct and vegetate bioretenlon device folowing stabiization of contributing drainage area. E nsure that critical elevations, such as undeWrain invert, top of media, top of mulch, and invert of 7 Qverflaw structure (V pri sent) are correct 6. Remove temporary erosion cortrd devices after the contributing drainage area Is adequately vegetated. s �C GENERAL NOTES (note to desigrtel edit as needed to meet Ai requfrementi 1. In the event that sediment Is Inlruduced Into the bmp during or Immediately f611owing excavallon, this materlal shall he removed from the prTaMce prior tncor lnuing mristructlon.Hit 2. See Minnesota Stomlwater Manual for subgrode prepara4an. g F MATERIAL SPECIFICATIONS 1. See Minnesota Stormwater Manual tar material specrCications fecommendalons for bioretenuan sail, mulcYr, underdrains, etG. g 8 Note: tills detail shows ari Of line system. To show an on Ilna sy.5Wrilthls.detail should be modified to include an overflow structure, set at the maximum panding-elevation. Size to Project Requirements Max 3H: i L Slope. Iy':D. 18" Max Ponding Depth. Dralning In Max 48 Hours - 3" MUlch -- �i= 30" 6iaretention Soil 2" Choker Coume 1 2" 1 III!_ Drain gr Layer - 2"a 3' Mln Depth to BedrodSlGroundwiater �� Biafiltration with Urrderdrain at Bottom Bloreten don Plants Underdraln Valve Cleanout 3" Mull I I I 3l= 30" Biaret9nti0n Sail 2" Choker Course. #8. #78, or 489 Stone Sold Pipe Transition hum Solid to Perforated Pipe Perforated Pipe #57 Stone, Pipe width + 2" Above and BekrW Pipe Non-Compau Wd Subgrade See Stormwater Manual for Subgrade Preparation Net To Scale Ili 0 z To Outlet f� 0 I� 0 z r al O Q: w 0 a Lr E Al t Ir w 3 P v �r 2 0 0 O O 2 U T �3 1 a at r a u 1 a C) is z I 2 O I 0 S NOTES: 1, SHAPE OF BACK OF BUTTRESS MAY VERY AS LONG AS POURED AGAINST FIRM UNDISTURBED EARTH. 2. DIMENSION CI C2,C3 SHOULD BE LARGE ENOUGH TO MAKE ANGLE O EQUAL TO OR LARGER THAN 90". 3, DIMENSION A1,A2,A3 SHOULD BE AS LARGE AS POSSIBLE WITHOUT INTERFERING WITH MJ BOLTS- 4, ANGLE SHALL BE 90' MINIMUM. 5, PLACE POLYETHYLENE BETWEEN CONCRETE & PIPE. 6, MEGALUGS SHALL. BE INSTALLED ON ALL BENDS. SEEI PLAN 90" BENDS BUTTRESS DIMENSIONS PIPE 51Z! 22 1/2" BEND 45" BEND 90° BEND B1 D1 B2 D2 B3 D3 6" V-5" V-5" 8" 1'-5" 1'-5" 2'-1" 1'-6" 2'-8" 2'-0" 12" 1'•10" V-10" 31.4„ 2.•0,' 4,-91, 2,4. 16" T-0" 2'-0" T-10„ Ti 61-2„ T-61, 20„ 3,-6" 2,_8., 5' 6" 3, 8,„ 4, 0„ 24" 4'-4" T-0" 6-10" 3'-10" 91-81, 5'-0" 30" - 9'-3" 6'1 17' O" 6-0" pp - r PLAN 45° BENDS Varia 3EL �I11TC A PLAN 22 1/2' BENDS CONCRETE SHALL BE IN 2a ° CONTACT WITH THIS sD ;C2 o v _ a QUADRANT OF PIPE A n BEDDING MATERIAL r UNDISTURBED EARTH CONCRETE PLAN 3 WAY TEES SECTION A -A NOTE: ALL WATERMAIN BOLTS SHALL BE COR-BLUE OR APPROVED EQUAL +'LtENT F'RpJE�iT STANDARD PLATES ® - CITY flF CORCORAN Respvns+ve SHEET narrn�e°r. Exceprrvrwlvnmmes, r, TrTLE CONCRETE THRUST BLOCKING REV DWN A.PP kEV DATE DWN D CHK'D JAPF'D DWG DAIF, PROJECT NO. $HEET NO. REV NO. FEB 2ot7 SKH RWS RW5 SALE 2294-00 WAT-6 BACK OF CURB FLOW LINE FRONT OF GUTTER A PERPENDICULAR Aft JON-WALKABLE OR VALKABLE SURFACE ® FLARE S NON -WALKABLE OR ® WALKABLE SURFACI FLARE V (0 e e, V I A TIERED PERPENDICULAR C+l F/Mummom O • • 1 y C a PARALLEL ICURB- VAR. CURB AND GUTTERAMP RE L is t :. . • f' ..a ,.V v. a .d ,. a 'd: d•':Q.o,°;<:^':a- 6„ �O.O5FT./FT.P R CONCRETE 5 1.111 FT./FT WALK Q51 SECTION A -A PERPENDICULAR/TIERED/DIAGONAL CURB OR B CURB AND GUTTER VAR. 11411 R. RAMP RE ❑ �1�11 /FTCNCRETE WALK FT./FT F L SECTION B-B REVISIll APPR VEDr JANUA�RY 23, 201T ----- OPENATItl16 t7lFPiF.A FAN CURB OR rucw AMn r_ WALK SECTION C-C PARALLEL/DEPRESSED CORNER -T :5 45" BEND zEL g MINIMUM 4" INSULAI Ln 6' _ I N' 3/4" STAINLESS OR y \` EPDXY COATED TIE RODS, OR MEGALUGS. 45" BEND GRADE OBSTRUCTION MECH.COMPACTED VARIABLE PVC SELECT GRANULAR `WATER MAIN 1L 3/4" STAINLESS OR EPDXY COATED TIE RODS, OR MEGALUGS SELECT GRANULAR 3/4" STAINLESS OR EPDXY COATED TIE RODS, OR MEGALUGS. NOTE: 1, ALL FITTINGS SHALL BE FUSION BONDED EPDXY COATED DUCTILE IRON TO MEET OR EXCEED ANSUAWWA C550 AND CI 16/A21.116 REQUIREMENTS. 2. MEGALUGS, IF USED SHALL BE SNUG FIT ON CIP WATER MAIN AND SHALL BOLTS SHALL NOT BE "SNAPPED" TIGHT- 3- SELECT GRANULAR WILL BE REQUIRED BETWEEN INSULATION, WATER MAIN, AND OBSTRUCTION. 4_ ALL BENDS SHALL HAVE MEGALUGS OR TIE RODS WITH BLOCKING IN ACCORDANCE WITH STANDARD PLATE WAT-5. 5, COPPER TRACER WIRE SHALL BE USED ON PVC WATERMAIN. 6, ALL WATERMAIN BOLTS SHALL BE COR-BLUE OR APPROVED EQUAL. V^1F wErvcic CUENT CITY OF CORCORAN PROJECT STANDARD PLATES �.. Responslvepartner ExLepDdnaltbLLmrripS. - - n� WATER MAIN OFFSET I.oa .a.m asa iMO. r✓il."T9- pp - -w':w- REV UWN APP REV LVIiE DWN BY GHWD APP'D DWG DATE PROJECT No -SHEET NO. REV ND. JAN 2016 SKH RWS RWS scALE 2294-00 WAT- 7 w l,, JJ Y a w Z� 00 Z 2X O MAX. WALK S BX-10% FLARE O 0° NON -WALKABLE OR WALKABLE DIAGONAL SURFACE 2% MAX. 0" SHALL ONLY BE USED AFTER ALL FANQo Q OTHER CURB RAMP TYPES HAVE BEEN EVALUATED AND DEEMED IMPRACTICAL BY. -JOY. FLARE NOTES: LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR)CHANCES DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0X, AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2X. INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 151FROM THE BACK OF CURB. WITH W FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE. ONLY APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%. SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 3011 OF VERTICAL RISE WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.0%. CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/411 DEEP VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN © BELOW. TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND THE ADA SPECIAL PROVISIONS - PROSECUTION OF WORK (ADA). TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE. Y WHEN THE BOULEVARD IS 4'WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR. ALL RAMP TYPES SHOULD HAVE A MINIMUM 3'LONG RAMP LENGTH. 4'MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS DETECTABLE WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER ENTIRE WIDTH OF SHARED -USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK. DETECTABLE WARNING SHOULD BE 6" LESS THAN THE PAR/TRAIL WIDTH. ARC LENGTH OF RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THAN 20 FEET. RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB. Q1 MATCH FULL HEIGHT CURB. Q2 4- MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP. Q3 3" HIGH CURB WHEN USING A 3- LONG RAMP,4" HIGH CURB WHEN USING A 4- LONG RAMP. O4 SEE SHEET 4 OF 6, TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES AND RETURNED CURBS, WHEN INITIAL LANDING IS AT FULL CURB HEIGHT. O5 DETECTABLE WARNINGS MAY BE PART OF THE 4'X 41 MIN. LANDING AREA IF IT IS NOT FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA. © THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK THIS WILL ENSURE THAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL.(TYPICAL FOR ALL) (D WHEN ADJACENT TO GRASS, GRADING SHALL ALWAYS BE USED WHEN FEASIBLE.V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL. 8 A 7'MIN TOP RADIUS GRADE BREAK REQUIRED TO BE CONSTRUCTIBLE. 9 PAVE FULL WALK WIDTH. OO "S" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN LEGEND THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 6.3% OR FLATTER ARE ALLOWED. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.OX MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.OX. INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE SHALL NOT EXCEED 2.0%. ®LANDING AREA - 4'X 4'MIN.(5'X 5'MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. X" CURB HEIGHT STANDARD PLAN 5 297.250 1 OF 6 M11 AP- VEO:1-23-2017 MINN250TA REVISED: DEPARTMENT OF TMNMF11rATION !'" STATE DES ENGINEER STATE PROJ. N0. ANCHOR VkOS1014 CONTROL BLANKET WITH CHECK ANC.NOR EROSION CONTROL BLANKET WITH CHECK TREMm PER 4ANUFAMFiiER RECOMMENDAT'l TRENCH PER MWUr.SCTURER RECOMMENWONS CONTINUOUS EROS20N CONTRrA. BLANKIi CONTINUOUS EROSION CONTROL BLA11ill MINIMUM MNDOT CATEGORf 3, 25 WNIWJW MHLIOT CATEGK)RY 3, 25 SEEV WriN MOWED YURF OR HiGrill 51:m WrtH MOW(i TURF OR HarN� GRASS SEED wx APPROPRATE TOR SITE t.0HprilON6' SEED Mlx AP�TE FOR SITE eaNDITIONS a FILTER $TRIP a a FILTER STRIP ¢' TYP (OPTIOHAL 5TCZ:LOPE FLOWPAiN LENOrR Yr>MNEL MDTH (1: MMMUM) rrp �' IYP. (OPTICR:ALI/ 510ESLQPE Fli-Cl iH LENGTH CHANNEL WIDTH [s' MINIMUM) sNE�DR s �, �-.�-�: T � - Sy�tu41]?.ih.�;: •,,, ;41Pillfl+�+.ti:fk:l: IMPERNOVS ,.0 1� •.-3 IMPER4AEs R -� 'VEA 'I��������i • -I. I I - I LOOSEN SLGpTADE TO - _ D SOIL PER 511E LON. l)nP '✓;�'✓�i'•/'.i i i.iv^ . A MINIMUM DEPTH Of 1' 1 ! 1- - I 1 I. .111. 1 1. I I I 111. I. I I I AMENDED Ili i-1 1 SEE SOIL AMENDHCHT MATRIx UNMillukeED AND UNGOMP"D 1-00SEN 5UBGRADE TO A IN -SITU SU80TM➢E MINIMUM DEPTH Or 1' (7)TYPICAL GRASS CHANNEL CROSS SECTION WITHOUT SOIL AMENDMENT DHDI$TUFNED ANp JNcoMliii ATYPICAL GRASS CHANNEL CROSS SECTION WITH SOIL AMENDMENT i:. =ri•L: M-S" URGRADE 11,,1 HOT TO SfXE TABLE 1: MIDS GRASS CHANNEL SOIL AMENDMENT MATRIX TYFNCAL CONSTRUCTION SEQUENCING -GRASS CHANNEL: TYPICAL CONSTRUCTION SEQUENCING -DRY SWA165 (5EE SHEET z): I. EXCAVATE CHANNEL TO SUBGRADE ELEVATIONS PER THE PLAN. T. EXCAVATE CHANNEL TO 51011il E ELEVATIONS PER THE PLAN, In -Situ Soil Type Vegetotrun Type A S C D Pl are 6" imparted Place e' Imported 11 1x 6" Imported filtEalion svi!=on fop of filtration svilx on top of MOWED TURF 6WAlE OR tvpsdl". Mix topsoil Loosen suhsail tv a subgrade and mix into saWiiide and mix into into subsoil pyQosening NATIVE GRASSSWALE subsoil tv a mini mum m(nlmum depth of 1Z" su6svll by loosening Subsoil by Ivvsening depth of l2" subs oil tvaminimum subsoil tva minimum de h of 12" depth of 12" 2. CONSTRUCTION SEQUENCE VARIES DEPENDING ON lN•SiTU SOIL TYPE. SEE 2. CONSTRUCT CH EC% CAMS AT THE LOCATIONS AND TO THE ELVATION5 TAaLE 1 FOR PROPER 5EQU EN CE FOR L005ENiNG 5U13S0itS AND ADDING SHOWN ON THE PLANS. SOIL AMEN DIVE NTS. 3, CONSTRUCTION SEQUFNCE VARNG N-51TU VARIES DEPE NII(ON ISOIL TYPE- SEE a- LDOSEN 50IL IN A MANN F$t THAT AVCI DS RECOMPACTION OF TH£ SOIL BY TABLE 1 FOR PROPER SEQUENCE FOR LOOSEIii SU SSO+LS AND ADDING CONSTRUCT)ON TRAFFIC. SOIL AMEN DMENTS- 4, AFTFR SOtl- 1-005ENING AND ADDITEON OF SOIL AMENDMENTS THE 4- LOOSEN 501 L IN A MANNER THAT RVCI D5 RECONSPACTION Or THE 501L By • li lImfon soil is deft ned as 80%cl can sand mixed with 20%arganic compost by volume SURFACE OF THE 5WALE WILL BE ROUGH. CONSTRUCTION TRAFFIC DO NOT LOOSEN SDILS UNDER CHECK DAMS. •' To pso II shaII be sandy Ioari IoamY sand, or loam texture per USDA textural triangle wl till less than S%day canto, nit S. IF POSSIBLE, STABIU2E ALL UPSTREAM TRIBUTARY AREAS BEFORE S. ITiSTALL UNOER0RAIN LIP SPECIFIED} AFTER LOOSENING SUF1GRAOf SOILS. COMPLETIFIG FINISH GRADING OF 5WALE5. THIS WILL MINIM[ZC THE CAREFULLY CQVER UNDER DRAIN WITH SAND TO AV0FD COMPACTION AND DEPOSITION OF SEDIMENT IN THE FINESHEDSWALE. OAMRGE iO THE P1P7:. MARK THE LOCRTIDN OF UN pE RCRgIN AS NECESSARY TO AVOID DAMAGING THE PIPE DURING SUBSEQUENT 6. IN Ti EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR CONSTRUCTION RCYIVITIFS. GENERAi NOTES- GRASS CHANNELS AND DRY SWALES: IMMEDIATELY FOLLOWING EXCAVATION, TH45 MATERIAL WILL NEED TO BE 1. ENSTRU. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE SWPPP, PROJECT PLANS, AN SPECIFICATtON51N ORDER TO R DV F tlM 5 P I R D N fAT121G T N XT S7 P I ETN ED R THE WAIF R p T 11T HE E E N 7NF 5. STABILIZE ALL UPSTREAM TRtBIIfARY AREAS BEFORE COMPLETING FINISH EFF£CTNFiY REDUCE THE VOLtrME RNO VELOCF1-Y 0P RUNOFF AN REMVVE ERCli OF SURFACE 501 L5 AND TO CQNTROL SEp1ME NT TRANSPORT qFF 51TE CURING THE CONSTRUCTION PROCESS. THIS 15 ESPECIALLY IMPORTANT IF THE SWALE GRADING OF SWAT THIS WILL MINIME2E THE DEPOSITION OF SEDIMENT CONSTRUCTION PERIOD. 8 117 D HAS E£H DESIGN NFL RATE STORMWRTER SE EMEND THAT HAS IN THE FINISHED SWALE. BEEN WASHED INTO THE SWALE DURING THE EXCAVATION PROCESS LAN 5 EAL THE PERMEABLE MATERIAL, SIGNIFICANTLY REDUCI NG THE 2. iNSPECT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL lY1£ASU RES DURING THE DURATION OF THE PROJECT. 1NFILYRAT10k CAPACITY OP TH£ SOILS. 7. FINISH GRADE THE SWALE USING METHODS THAT AVOID RFCOM PACTION OF LOOSENtl SOIL-ACCEPTA4L METHODS INCWp£ HA ND RAIN G, 3. 5EW MIX SHALL RE 5E LECTED RASED ON SrtF CONDITIONS INCIUli $OIL TYPE, MOISTURE COMi)IT+ONS, £LC[W CQNDITFON5, 5UN V5- SHAD✓= CON DI1ION5, AE5THETICS, 7- FINISH GRRDE THE SWALE USING METHODS THAT AVOID RECDMPACTION SMOOTHING WITH A BACKHOE BUCKET FROM OUTSIDE THE LIMITS OF THE SWAiC, ANDIOR PULLNG A DRAG BEH INC LOW GROU NO PRESSURE AND MAINTENANCE REQU(REMENFS. MNDC}TSPEtIF1CATION 3676 PROVIDES USEFUL CRITERIA FOR SEE€CT1NG APPROPRIATE SPED MIXTURES.- OF LOOSENED SOIL ACCEPTABLE METHODS INCLUDE HAND MAKING, EQUIPMENT UKE AN ATV. 5liiii NG WITH A 13ACKHOF aUCKET FROM 0UT51O£ IHF. UM(T5 OF 4, FROSION CONTROL ELAN li SHALL BE SELECTED IN ACCORDANCE WITH MN DOT SPEClPlCA710N 3885 FDR THE SPECIFIC SFTE CON0ITIONS. THE MINIMUM RECOMMENOED THE SWALF, AN DIOR PULLING A DRAG BEHIND LOW GROUND PRFSSURE e. SOW SEED AND PLACE EROS,ON COFT ROL BLANKET AFrER FINISH EROSION CONTROL BLANKET IS CATEGORY B, 2$- MORE PERMANENT EROSION CDWROL BLANKET MAY BE REOl RED BASED ON SWALE GRADIENT, FLOW VELOCrrY, AND EQUIPMENT CAKE AN ATV. GRA01 NG ANp BEFORE THE FIRST RAIN FALL EVENT IWITHIN 24 HOURS IS FLOW DEPTH. PREFERRED). DE P01 i10H OF SE01 rvi ENT ON TO P OF THE ERGSION 8. SOW SEED ANC PLACE EROSION CONTROLBLANKET AFTER FINISH CONTROL BLANiLFT MAY KILL 5EEp ANO BECOME A SOURCE OF 5rC3Mll 5- ERg51Ory CONTROL BLANKETS INSTALLATION SHALL SE IN ACCORDANCE WITH MNr)QT SPECIFICATION 3ag5 AND MAN U£AcTURERS RECOMMENDATIONS FqR ANCHORING, GRADING AND BEFDRE THE FIRST RAINFALL EVENT; WITHIN 24 HOUR5 15 WASHING OFF SFTE SEDIMENT ON TOP OF THE EROSION CONTROL CHECK THE NCRES, AND EDGE AND END OVERLAPS. PREfE RRED). DEPOSITION OP SEDIMENT ON TOP OF THE EROS+ON BLANKET S44ALL SE REMOVED TO A CEPTH LESS THAN ONE INCH, CONTROL BLANKET MAY KILL 5EED AND BECOME A SOURCE OF 5EOIMENT WASHING OFF SITE. SEDIMENT ON TOP OF THE ERttSICN CONTROL 6- AVOID COMPACTION DF ALL IN -SITU SOUS AND III POR Till SOLES UNLESS DIRECTED OTHERW15E. p0 NOT tOOSEN 51.Pa5111i UNDER CHECK CAMS. 9LA NKET SHAD. B6 REMOVED TO A DEPTH LESS THAN ONE INCH. 9, 1F STFP 615 NOT COMPLETED BEFORE THE F1R5T RAINFALL EVENT, REPAIR RESULTING EROSION AND RFMOVE ALL ACCU MOLAT EO SEDIMENT FROM THE SWALE BEFORE 50WLNG SEED AND PLACING EROSION CONTROL 7- IF PC155ISLE, RESTRICT FLOW DR DIVERT FLDW FROM SWALE UNTIL VEGETATION 15 CSTABLISHEQ- 9. iF STEP 6IS NOT COMPLFTfO BEFORE THE FIRST RAI NPAtL EVENT, REPAIR BLANKET. EROSION REPAIR AN() SEDIMENT REMOVAL S}iAJ-L Bf RESULTING EROSION AND REMOVE AIL ACCUMULATED SEDIMENT FROM CUMPLEFFO W F(HOUT COMPACTING THE SOIL l5FE STEP 51. THE SWALE BEFORE SQWING SEEO AND PLACING ERgSHIN CONTROL 8LANKET. EROSION REAR+R AND SEDIMENT 13EMOVA1.5HAi. BE COMPLETED WITHOUTCOMPACTING THE SUIT I5FE STEP 51. N(D-) FOR C N'' «UC�a ON FUG.F0�E � PEDESTRIAN CURB RAMP DETAILS (T.H. ) SHEET NO. OF SHEETS Ln ?� < Q Q � U � U W J 0 LJLiW Li } Z (- < Z] U � Q at a sng�ta to NOZZLE SECTION 2 1/2" HOSE CONNECTION (THREAD HYDRANT SIZE 3,062" O.D., 7 1/2 TPI) LOCATOR SUPPLIED W! 5" PUMPER CONNECTION (STORZ NOZZLE) EACH HYDRANT NUT CAP STAINLESS STEEL WITH BRACKET TO CHAIN PERMANENTLY SECURE ACCESS BOX TO GRADE FLANGE NOZZLE ARRANGEMENT ' TWO 2 1/2" NOZZLES PLUS 5" STORZ PUMPER NOZZLE 2_ NORMAL GROUND LINE i NOTES: 1. 22" BREAKOFF SECTION 1. ABOVE GROUND TEST 2. LEFT HAND OPERATING NUT (1 STATION SHALL BE COBRA 1I2" POINT TO FLAT) T3 (T2-R75) DR APPROVED 3, PAINT BARREL SECTION RED EQUAL. OUTDOOR RATED TO GRADE PVC CONDUIT SHALL BE 4. PLUG DRAIN HOLES ONLY IF INSTALLED FROM BOTTOM DIRECTED BY CITY ENGINEER OF TEST STATION TO 2' 5. SEE DETAIL WAT-01 FOR BELOW FINISH GRADE_ INSTALLATION DETAILS 2, INSTALL TRACER WIRE TO MIDDLE TERMINAL 3. INSTALL GROUNDING ANODE WIRE TO BOTTOM TERMINAL 4. CONNECTJUMPER BETWEEN MIDDLE AND BOTTOM TERMINAL NOTE: HYDRANT SHALL BE PACER MODEL WB67-250 � A V E CLIENTCITY OF CORCORAN PR7JEGT STANDARD PLATES Respvnslve psrmer. Eweptivnal Dutrrnr s. DEL. r. -' SH TITL PACER HYDRANT REV DWN APP REV DATE DWN 9Y CriKT APP'G DWG DATE PROJECT NO. SHEET NO. REV No. JAN 2ot8 NPW RW5 RW5 SC:A(E 2294-00 WAT- EAGLE BROOK CHURCH WEST METRO CAMPUS 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 651.222.3701 bwbr.com Consultants ■ ■■ DUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 19176A This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed/Registered Professional Engineer under the laws of the State of Minnesota Name Trevor D. Gruys - PE Date 05-19-2020 Lic./Reg. No. 53706 Issued For Item Date SD ISSUE 04-29-2020 CUP ISSUE 05-19-2020 � r V This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Comm. No. Drawn 3.2019023.00 TDG/ZBM/MDC Sheet Title CIVIL DETAILS Sheet No. 251,oCD PAVEMENT SECTION VARIES SLOPE GUTTER TO MATCH CONCRETE SIDEWALK - PARKING LOT DRAINAGE WIDTH & SECTION VARY REFER TO SITE PLAN (3/4" PER FT. TYP.) TIP GUTTER OUT AS REQ'D 1/2" RAID. 3/8 " LIP if f v ° ° ° ° ° ° G v v A ° v ° 4 v 4 4 ° v AGG. BASE VARIES ■■ LOUCKS MIN. OF 4" J AGG. BASE UNDER CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) 12" 8" r► 6 SPECIFICATION NOTES: 1. UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2. EXPANSION JOINTS AT MAX. SPACING OF 200'. 3. CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. FLAT CURB AND GUTTER (12") LOUCKS PLATE NO. 2012 DRAWN 2/2016 REFER TO SITE PLAN FOR ADA PARKING SIGN LOCATION REFER TO SITE PLAN FOR ACCESS AISLE SIGN LOCATION (AISLE TO CONTAIN THE DESIGNATION "NO PARKING" COMPLYING WITH MSBC 134.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN) 4" WIDE PAINTED LINES, 18" O.C., @ 45 DEG. TRAFFIC WHITE (AISLE TO CONTAIN THE DESIGNATION "NO PARKING" COMPLYING WITH MSBC 1341.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN a4" WIDE PAINTED REFER TO SITE PLAN FOR STALL DIMENSIONS 5° LIINtJ, I KArrll. WHITE 8" DIAMETER ALL LINES 4" WIDE PROVIDE PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EACH DESIGNATED HANDICAP PARKING STALL. CENTER SYMBOL IN STALL. 36" HC SIGNAGE PER MINNESOTA RULES 1341.0502 NOT TO SCALE LOUCKS PLATE NO. ■■ LOUCKS TYPICAL ADA PARKING 2037 STALL STRIPING DRAWN 03/2017 CENTERLINE OF ROAD I I CROSSWALK BAR TO MEET CURRENT MMUTCD STANDARDS LOUCKS PLATE NO. ■■ LOUCKS CROSSWALK BAR 2040 DRAWN 12/2016 ■■ LOUCKS FINISHED GRADE 1.5" BIT. WEAR COURSE, MN/DOT 2360 SPWEA240B TACK COAT, MN/DOT 2357 2" BIT. NON -WEAR COURSE, MN/DOT 2360 SPNWB230B 8" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 18" SELECT GRANULAR, MN/DOT 3149.D GEOTEXTILE FILTER FABRIC TYPE V, MN/DOT 3733.2 APPROVED SUBGRADE PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT BY BRAUN INTERTEC, DATED XX/XX/XXXX STANDARD BITUMINOUS PAVEMENT SECTION LOUCKS PLATE NO. 2031 DRAWN 12/2016 12"x18" STANDARD HANDICAP PARKING SIGN WITH SEPARATE 'VAN ACCESSIBLE' RESERVEC PANEL. GREEN LETTERING AND BORDER PARKING ON WHITE BACKGROUND. SYMBOL OF c2 M ACCESSIBILITY SHALL BE 4"x4" AND BE WHITE ON A BLUE BACKGROUND. USE °mAFINEOFIFPT0c roavweoe"aro $ zoo w HARDWARE PER SIGN SUPPLIER'S RECOMMENDATIONS. .0 LIFT VAN ACCESSIBLE HC SIGNAGE PER MINNESOTA 0 M RULES 1341.0502 12"x6" STANDARD 'VAN ACCESSIBLE' PANEL. GREEN LETTERING AND BORDER ON WHITE BACKGROUND. 2" DIA. 6' LONG MIN. GALVANIZED SCHEDULE 40 STEEL PIPE. EMBED IN CONCRETE FILLED BOLLARD 6" DIA. SCHEDULE 40 GALVENZIED STEEL PIPE 6' LONG MINIMUM I HEAVY DUTY HDPE DOME TOP DECORATIVE SLEEVE BLUE OR YELLOW IN COLOR. AVAILABLE FROM BOLLARDSNSLEEVES.COM OR EQUAL. COMPACTED OR • Imo' UNDISTURBED SUBGRADE. 00 Il 00 4 4' NOTES: •1 1. BOLLARDS TO BE PLACED 12" BEHIND • 1 I•' BACK OF CURB OR SIDEWALK (REFER • I I� TO SITE PLAN.) •I 2. MAINTAIN PLUMB UNTIL CONCRETE IS .•L•J• • SUFFICIENTLY CURED. 3. HOLD CONCRETE FOOTING BELOW GRADE OF FINISHED CONCRETE TO r I CREATE FINAL PAVING PATTERN AS 18" DIA. SHOWN ON PLANS. 4. SIGN CENTERED AT HEAD OF PARKING SPACE - MAXIMUM OF 96" FROM HEAD OF PARKING SPACE. ADA PARKING LOUCKS PLATE NO. ■■ LOUCKS SIGN / BOLLARD COMBO 2038B LIFT VAN ACCESSIBLE ONLY DRAWN02/2019 ■■ LOUCKS e n 2.0' - - 1.0' FINE FILTER AGGREGATE MN/DOT 3149.2J o I PERFORATED PIPE (PVC OR N I CORRUGATED PE) WITH I I 4( PROTECTIVE WRAP, MEETING MN/DOT 3245 AND 3278 SPECS. II I I 2" MAX. II II II II II II I L____J I L______I PERFORATED DRAIN TILE PIPE LOUCKS PLATE NO. 4314 DRAWN 2/2016 FINISHED GRADE 1.5" BIT. WEAR COURSE, MN/DOT 2360 SPWEA240B TACK COAT, MN/DOT 2357 2.5" BIT. NON -WEAR COURSE, MN/DOT 2360 SPNWB230B 10" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 18" SELECT GRANULAR, MN/DOT 3149. GEOTEXTILE FILTER FABRIC TYPE V, MN/DOT 3733.2 APPROVED SUBGRADE PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT BY BRAUN INTERTEC, DATED XX/XX/XXXX LOUCKS PLATE NO. ■■ LOUCKS HEAVY DUTY BITUMINOUS 2032 PAVEMENT SECTION DRAWN 12/2016 19 10 ATTACH SIGN TO POST WITH APPROPRIATE STAINLESS STEEL BOLTS, WASHERS & NUTS. (TYP. AT TOP & BOTTOM OF SIGN) "NO PARKING" GRADE NOTES: 1. PROVIDE (1) SIGN PER ACCESS AISLE 2. HC SIGNAGE PER MINNESOTA RULES 1341.0502 3. SEE DETAIL 2041 FOR SIGN INSTALLATION. HANDICAP ACCESS AISLE NO PARKING SIGN NOT TO SCALE PARKING ATTACH SIGN TO POST ® WITH APPROPRIATE STAINLESS STEEL FINE SUSAREs"EDECI TOAFI-0 TOAFl $m W BOLTS, WASHERS & NUTS. (TYP. AT TOP & VAN ACCESSIBLE BOTTOM OF SIGN) 100 "VAN ACCESSIBLE" o SIGN 10 GRADE NOTES: 11 1. PROVIDE (1) SIGN PER STALL 2. HC SIGNAGE PER MINNESOTA RULES 1341.0502 3. SEE DETAIL 2041 FOR SIGN INSTALLATION. HANDICAP PARKING SIGN NOT TO SCALE ■ ■ LOUCKS TYPICAL ADA PARKING SIGN NOTE: CURB CUT TO BE CONSTRUCTED AT LOCATIONS AS SHOWN ON SITE &/OR GRADING PLAN. COST OF CUT TO BE INCIDENTAL TO B6 DESIGN CONCRETE CURB & GUTTER. CONCRETE CURB CUT ■■ LOUCKS CONCRETE CURB CUT SWALE LOUCKS PLATE NO. DRAWN 12/2016 LOUCKS PLATE NO. 2022 DRAWN 2/2016 4" CONCRETE WALK MN/DOT 2521 ■■ LOUCKS 0 0 M ■■ LOUCKS CONCRETE SIDEWALK SECTION 4" GRANULAR MATERIAL MN/DOT 3149 LOUCKS PLATE NO. 2034 DRAWN 12/2016 TRAFFIC SIGN SPECIFICATIONS STOP SIGN SHALL BE R1-1, 30"X30" OR AS DIRECTED BY ENGINEER. MATERIAL ALUMINUM SHALL BE 5052-H38 OR 6061-T6 ALLOY. GAUGE SHALL BE 0.080 ON THE LONGEST SIDE UP TO 30", 0.100 ON THE LONGEST SIDE OVER 30". REFLECTIVE SHEETING SHALL BE DIAMOND GRADE VIP. ALL SIGNS SHALL CONFORM TO MN/DOT 3352, SIGNS, DELINEATORS AND MARKERS STANDARD SPECIFICATIONS FOR CONSTRUCTION. CHANNEL POST SPECIFICATIONS STEEL CHANNEL POSTS SHALL WEIGH 3LB. /FT. POSTS SHALL BE OF THE 4-RIB DESIGN, GALVANIZED AND PUNCHED ON 1 " CENTERS. 3#/FT 3#/FT. IF INSTALLED IN PAVEMENT, INSTALL V-LOC ANCHOR OR APPROVED EQUAL. TRAFFIC SIGN LOUCKS PLATE NO. 2041 DRAWN 12/2016 FINISHED GRADE • . • • . a •6" CONCRETE MN/DOT 2301 a 8" COMPACTED AGGREGATE BASE CL. 5 OR 2 MN DOT 3138 18" SELECT GRANULAR, MN/DOT 3149.D GEOTEXTILE FILTER FABRIC TYPE V MN/DOT 3733.2 APPROVED SUBGRADE PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT BY BRAUN INTERTEC, DATED XX/XX/XXXX NOTES: 1. CONCRETE 6" THICK OR LESS SHALL BE REINFORCED WITH WELDED WIRE FABRIC OR REINFORCING BARS. CONCRETE 7" THICK OR GREATER SHALL BE REINFORCED PER GEOTECHNICAL RECOMMENDATIONS. 2. SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). 3. SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED Al COLD JOINTS. LOUCKS PLATE NO. LOUCKS CONCRETE PAVEMENT 2033 ■■ SECTION DRAWN 12/2016 112" CROWN 6" DIP, CONC. FILLED, PAINTED OSHA YELLOW o 1 " CROWN M *A.A 4 24" D_ 2,500 PSI • CONCRETE •d • • • O LOUCKS PLATE NO. ■■ LOUCKS BOLLARD 2039 DRAWN 12/2016 NYLOPLAST DRAIN BASIN WITH STANDARD GRATE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. �G MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANS/TAKE OFF) (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), 12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED HDPE SHOWN) 1- 8" - 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7050-05. 2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7050-05. 8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24' ). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. 6 - 12" - 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING. 7 - 8" & 10" STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (5) ADAPTER (6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ANGLES GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE ARABLE ° DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ING TO ACCORDING TO TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. PLANS SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" 4" MIN ON 8" - 24" BASED ON MANUFACTURING REQ.) 6" MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, 8'-30" CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. EAGLE BROOK CHURCH WEST METRO CAMPUS B W B R 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 651.222.3701 bwbr.com Consultants ■■LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 19176A This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed/Registered Professional Engineer under the Taws of the State of Minnesota Name Trevor D. Gruys- PE Date 05-19-2020 Lic./Reg. No. 53706 Issued For Item Date SD ISSUE 04-29-2020 CUP ISSUE 05-19-2020 This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Comm. No. Drawn 3.2019023.00 TDG/ZBM/M DC Sheet Title CIVIL DETAILS Sheet No. 252,oCD I J 13M � 3M WET CL __j - 41, 00 w \ / � © WETLAND \ \ \ I oog O'Y I Nil t0 M / 0) rn 00 rn 10 O 6`00 PLANT SCHEDULE DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT CAL WB 4 WHITESPIRE BIRCH CLUMP Betula populifolia'Whitespire Sr.' IGIeditsia IB&B B & B SKH 11 SKYLINE HONEYLOCUST triacanthos 'Skycole' 2.5"Cal QB 16 SWAMP WHITE OAK Quercus bicolor B & B 2.5"Cal RO 10 RED OAK Quercus rubra B & B 2.5"Cal AE 27 ACCOLADE ELM Ulmus'Morton' B & B 2.5'Cal EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT ICAL BS 11 BLACK HILLS SPRUCE FULL FORM Picea glauca'Densata' B & B WHP 20 WHITE PINE FULL FORM Pinus strobus B & B 6' HGT ORNAMENTAL TREES QTY COMMON NAME I BOTANICAL NAME ICONT ICAL ABS 16 1 AUTUMN BRILLIANCE SERVICEBERRY Amelanchier x grandiflora 'Autumn Brilliance' IB&B 1.5'Cal SHRUBS QTY 1COMMONNAME BOTANICAL NAME ICONT I SIZE AT PLANTING GC 133 1 GLOSSY BLACK CHOKEBERRY Aronia melanocarpa elate 15 gal 24" HGT AH 130 1 ANNABELLE HYDRANGEA Hydrangea arborescens'Annabelle' 15 gal 24" HGT GF 1114 GRO-LOW FRAGRANT SUMAC Rhus aromatica 'Gro-Low' 15 gal 24" SPRD CONIFEROUS SHRUBS QTY COMMON NAME BOTANICAL NAME ICONT I SIZE AT PLANTING SG 156 1 SEA GREEN JUNIPER Juniperus chinensis'Sea Green' 15 gal 18" SPRD GROUND COVERS COMMON NAME BOTANICAL NAME CONT FIELD2 SPACING • ' ' ' ' • STONE MULCH GRAY TRAP ROCK 2" OVER FABRIC one DECORATIVE STONE BED HAND PLACED CHILTON LIMESTONE SIZE - 8"-18" DIAMETER OVER FABRIC None ♦♦♦♦ ♦ ♦♦♦♦ ♦ ♦♦♦♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦♦ ♦♦ ♦ ♦♦ ♦♦ PLANT BED seed STORMWATER NATIVE SEED MIX STORMWATER SOUTH & WEST SEED MIX - BWSR SEED MIX #33-261. APPLY PER MNDOT MANUAL RECOMMENDATIONS seed NATIVE SEED MIX DRY PRAIRIE SEED MIX - BWSR SEED MIX #35-621. APPLY PER MNDOT MANUAL RECOMMENDATIONS seed TURFSOD sod 0 50 100 N SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A TOPOGRAPHIC SURVEY PREPARED BY E. G. RU D & SONS, INC. AND DATED APRIL, 2020. LANDSCAPE REQUIREMENTS: — 1 TREE PER 1,000 SF. OF BUILDING AREA (71,000 SF. / 1,000 SF. = 71 TREES) OR 1 TREE PER 50 LF. OF SITE PERIMETER (4,370 LF. / 50 LF. = 87 TREES) 1 SHRUBS PER 300 SF. OF BUILDING AREA (271,000 SF. / 300 SF. = 237 SHRUBS) OR 1 SHRUBS PER 30 LF. OF SITE PERIMETER (4,370 LF. / 30 LF. = 146 SHRUBS) REQUIRED TREES: 87 PROVIDED TREES: 87 REQUIRED SHRUBS: 237 PROVIDED SHRUBS: 237 GENERAL NOTES: CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. REFER TO SHEET 1-101 - LANDSCAPE DETAILS FOR LANDSCAPE DETAILS, LANDSCAPE NOTES AND OTHER ITEMS RELATED TO THE LANDSCAPE PLAN. REFER TO SHEET L200 - TREE PRESERVATION PLAN FOR EXISTING TREES TO BE REMOVED, TREE INVENTORY LIST, AND DETAILS FOR THE PRESERVATION OF EXISTING TREES TO BE SAVED. CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 EAGLE BROOK CHURCH WEST METRO CAMPUS 380 St. Peter Street, Ste. 600 Saint Paul, MN SS102 651.222.3701 bwbr.com Consultants ■ ■■ LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 19176A This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed/Registered Landscape Architect under the laws of the State of Minnesota Name Nathan Ekhoff - LA Date 05-19-2020 Lic./Reg. No. 52050 Issued For Item Date SD ISSUE 04-29-2020 CUP ISSUE 05-19-2020 G-11 This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Comm. No. Drawn 3.2019023.00 TDG/ZBM/MDC Sheet Title LANDSCAPE PLAN COORDINATE SELECTIVE TREE REMOVAL WITH CITY ALONG HACKAMORE ROAD — � FUTURE ROAD IMPTOVE�N ENTS7C» — DESI NED & CONSTRUCTED BY CITY — N WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. m m Sheet No. 260.LP LANDSCAPE INSTALLATION: COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. SEED SHALL BE INSTALLED AND MULCHED AS PER MNDOT SPECS. SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE SAUCER. ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEAT OR MANURE AND 10 PARTS SAND. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. BLACK METAL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE. ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO WEED BARRIER. ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH AND FIBER MAT WEED BARRIER. ALL TREES TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. MAINTENANCE STRIPS TO HAVE METAL EDGER AND ROCK COBBLE MULCH AS SPECIFIED/INDICATED ON DRAWING OR IN SPECIFICATION. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/OR INSTALLATION. CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON -GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED/SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. PROTECT ALL EXISTING OAKS ON SITE SCHEDULED TO REMAIN. IF EXISTING OAKS ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. OAKS ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTION THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. IRRIGATION NOTES: VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IRRIGATION SYSTEM IS NOT TO SPRINKLE ACROSS PAVEMENT. THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTING/SOD/SEED HAS BEEN ESTABLISHED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE. CUT BACK WIRE BASKET WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP TREE WRAP TO FIRST BRANCH SAFETY FLAGGING - ONE PER WIRE ROOT FLARE EVEN WITH OR JUST ABOVE GRADE. MULCH - 4" DEEP. NO MULCH IN CONTACT WITH TRUNK - SEE NOTES OR SPECS. BACKFILL WITH IN SITU TOPSOIL WOOD STAKE (OPTIONAL) EDGE VARIES - SEE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING SET PLANT ON UNDISTURBED NATIVE SOIL CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. DECIDUOUS TREE PLANTING DETAIL SCALE: 1/2" = 1'-0" SHRUBS TO BE PLACED SO THAT TOP OF CONTAINER SITS FLUSH WITH PROPOSED GRADE. PLANTING SOIL - SEE NOTES OR SPEC. MULCH - 3" DEPTH - SEE NOTES OR SPEC. LANDSCAPE FABRIC - SEE NOTES OR SPEC. EDGING MATERIAL - SEE NOTES OR SPEC. EDGE VARIES - REFER TO PLAN LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING BUILDING WALL (TYP) 3 1 SHRUB PLANTING DETAIL 70AFA SCALE: 3/4" = 1'-0" ���II���IIIIIIIIIIIIII III THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP SAFETY FLAGGING - ONE PER WIRE MULCH - 4" DEEP - SEE NOTES OR SPECS. MULCH MUST NOT BE IN CONTACT WITH TRUNK. BACKFILL WITH IN SITU TOPSOIL WOOD STAKE (OPTIONAL) EDGE VARIES - SEE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING ROOT BALL SET ON UNDISTURBED SUBGRADE CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. CONIFEROUS TREE PLANTING DETAIL SCALE: 1/2" = 1'-0" VARIES l` r r fl I A A I PERENNIAL PLANTING SCALE: 3/4" = 1'-0" MULCH - 3" MIN. DEPTH - SEE NOTES OR SPECS. EDGER - SEE NOTES OR SPECS. EDGE VARIES -SEE PLAN 12" DEPTH (MIN). LOAM PLANTING SOIL - SEE NOTES OR SPECS. LOOSEN ROOTS OF PLANT MATERIAL PRIOR TO PLANTING Perennial.Dwg EAGLE BROOK CHURCH WEST METRO CAMPUS 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 651.222.3701 bwbr.com Consultants ■■ LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com LOUCKS PROJECT NO. 19176A This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the original documents on file at BWBR. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed/Registered Landscape Architect under the Taws of the State of Minnesota Name Nathan Ekhoff - LA Date 05-19-2020 Lic./Reg. No. 52050 Issued For Item Date SD ISSUE 04-29-2020 CUP ISSUE 05-19-2020 L This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Comm. No. Drawn 3.2019023.00 TDG/ZBM/M DC Sheet Title LAN DSCAPE DETAILS n Sheet No. 270,oLD 1 2 3 4 5 6 7 NTED ALUMINUM CROSS A PC-02 MP-01 PC-03 _ N CO B PC-01 ALUMINUM WINDOW PC-04 SYSTEM - TYP FACE BRICK 1 1 B EXTERIOR ELEVATION - SOUTH Cal CANOP' COLUMI STEEL LD7 ALUMINUM WINDOW SYSTEM - EXTERIOR ELEVATION - EAST 1" = 10'-0" E E (V IN N N I I I 1 IF I — � I PC-01 1 F EXTERIOR ELEVATION - NORTH 510 1" = 10'-0" G H Q FACE BRICK MP-01 ALUMINUM WINDOW SYSTEM -TYP = 7 SCREENING OF MECHANICAL EQUIPMENT TO BE COORDINATED WITH CITY STAFF FOR VIEWING ANGLES. - — -- PC-01 ACE BRICK 1 FACE BRICK 1 r - k MEMBRANE ROOF 2 CANOPY -CONCRETE COLUMNS AND PAINTED" - -OP STEEL FRAMING �— M P-03 PC-03 ALUMINUM WINDOW SYSTEM - PC-04 HM DOORS NATURAL STONE CROSS TOWER SCREENING OF MECHANICAL EQUIPMENT TO BE COORDINATED WITH CITY STAFF FOR VIEWING ANGLES. ALUMINUM WINDOW SYSTEM -TYP CV ZDO ABBREVIATIONS ALUMINUM WINDOW SYSTEM - PC-04 HM DOORS NATURAL STONE CROSS TOWER SCREENING OF MECHANICAL EQUIPMENT TO BE COORDINATED WITH CITY STAFF FOR VIEWING ANGLES. ALUMINUM WINDOW SYSTEM -TYP CV ZDO ABBREVIATIONS PC PRECAST CONCRETE MP ARCHITECTURAL METAL PANEL HM HOLLOW METAL TYP TYPICAL MBRANE ROOF 2 PC-03 0 M I PC-01 PAINTED INSULATED HM MEMBRANE ROOF 1 - TYP AT ALL FLAT ROOFS CV EO PC-01 ALUMINUM WINDOW SYSTEM -TYP A EAGLE BROOK CHURCH WEST METRO CAMPUS BB W B R 380 St. Peter Street, Ste. 600 Saint Paul, MN 55102 651.222.3701 bwbr.com Consultants C This document may be an electronic file or may be printed from an electronic file provided to the user. It is the sole responsibility of the user to ensure that the content and quality is consistent with the content and quality of the D original documents on file at BWBR. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota. Name -"I F G Date Lic./Reg. No. Issued For Item Date SD ISSUE 04/29/2020 CUP ISSUE 05/19/2020 OTC AIR—JL 0 .O This Sheet may be a Reduced Copy. The bar above is 1" long on a Full Size Sheet. Drawing Scales apply to Full Size Sheets. Comm. No. Drawn 3.2019149.00 ARS Sheet Title EXTERIOR ELEVATIONS Sheet No. 510 >m m L Q o U 2 3 4 5 6 7 PRELIMINARY PLAT FOR: Eagle Brook Church 7105 20th Avenue � --of-- EAGLE BROOK CHURCH FIRST ADDITION Centerville, MN 55038\ EXISTING LEGAL DESCRIPTIONSL- PER TITLE COMMITMENT FOR 6301 COUNTY ROAD 101 (PID: 36-119-23-44-0008), The North 310.00 feet of the South 1010.00 feet of East 780.00 feet of PREPARED BY COMMERCIAL PARTNERS TITLE, LLC, AS ISSUING AGENT FOR--- Southeast Quarter of the Southeast Quarter of Section 36, Township STEWART TITLE GUARANTY COMPANY, ISSUING AGENT FILE NO. 56969 119, Range 23, Hennepin County, Minnesota. PER TITLE COMMITMENT FOR 19200 HACKAMORE ROAD (PID: 36-119-23-44-0014), The East 874.5 feet of the South 400 feet of the Southeast Quarter (SE PREPARED BY COMMERCIAL PARTNERS TITLE, LLC, AS ISSUING AGENT FOR--- 1/4) of the Southeast Quarter (SE 1/4) of Section 36, Township 119, STEWART TITLE GUARANTY COMPANY, ISSUING AGENT FILE NO. 56970 Range 23, West of the 5th Principal Meridian according to the U.S. Government Survey thereof, Hennepin County, Minnesota. PER TITLE COMMITMENT FOR 19220 HACKAMORE ROAD (PID: 36-119-23-44-0009), The South 700 feet of that part of the Southeast Quarter of the i Southeast Quarter of Section 36, Township 119 North, Range 23, West PREPARED BY COMMERCIAL PARTNERS TITLE, LLC, AS ISSUING AGENT FOR -----'of the 5th Principal Meridian, lying Westerly of the East 874.5 feet STEWART TITLE GUARANTY COMPANY, ISSUING AGENT FILE NO. 56971 thereof, Hennepin County, Minnesota. That part of the Southeast Quarter of the Southeast Quarter (SE1/4 of PER TITLE COMMITMENT FOR 19210 HACKAMORE ROAD (PID: 36-119-23-44-0013), SE1/4) of Section 36, Township 119 North, Range 23, West of the Fifth PREPARED BY COMMERCIAL PARTNERS TITLE, LLC, AS ISSUING AGENT FOR-- ' Principal Meridian, lying West of the East 780 feet thereof and which lies STEWART TITLE GUARANTY COMPANY, ISSUING AGENT FILE NO. 56980 I, North of the South 700 feet thereof, according to the U.S. Government Survey thereof. PER TITLE COMMITMENT FOR 6235 COUNTY ROAD 101 (PID: 36-119-23-44-0010), The East 874.5 feet of the North 300 feet of the South 700 feet of the PREPARED BY COMMERCIAL PARTNERS TITLE LLC AS ISSUING AGENT FOR----t: Southeast Quarter of the Southeast STEWART TITLE GUARANTY COMPANY, ISSUING AGENT FILE NO. 56981 Quarter (SE1/4 of SE1/4) of Section 36, Township 119, Range 23, Hennepin County, Minnesota. EXISTING ZONING INFORMATION A zoning endorsement letter was not furnished to the surveyor. A search of the City of Corcoran's web site indicates that the surveyed premises shown on this survey are all currently zoned RSF-2 (Single Family Residential 2 District). Under the applicable zoning regulations, the current setbacks are: Building: Front (major roadways) = 100 feet Front (all other streets) = 20 feet Side (house) = 10 feet Side (garage) = 5 feet Rear = 30 feet For additional information contact the Planning and Zoning Department at the City of Corcoran at (763)-400-7033. NOTES - Field survey was completed by E.G. Rud and Sons, Inc. in March and April of 2020. - Bearings shown are on Hennepin County datum. - Addresses and PID's of the surveyed premises: - 6301 County Road 101 (PID: 36-119-23-44-0008) - 19200 Hackamore Road (PID: 36-119-23-44-0014) - 19220 Hackamore Road (PID: 36-119-23-44-0009) - 19210 Hackamore Road (PID: 36-119-23-44-0013) - 6235 County Road 101 (PID: 36-119-23-44-0010) - Surveyed premises shown on this survey map is in Flood Zone X (Areas determined to be outside the 0.2% annual chance floodplain.), according to Flood Insurance Rate Map Community No. 270155 Panel No. 0159 Suffix F by the Federal Emergency Management Agency, effective date November 4, 2016. - Location of utilities existing on or serving the surveyed property determined by: - Observed evidence collected pursuant to Section 5.E.iv. - Markings requested by E.G. Rud and Sons per Gopher State One Call Ticket No.'s 200660636, 200660637, 200660638, 200660639, and 200660640. - Record drawings provided by the City of Corcoran's engineering department. Excavations were not made during the process of this survey to locate underground utilities and/or structures. The location of underground utilities and/or structures may vary from locations shown hereon and additional underground utilities and/or structures may be encountered. Contact Gopher State One Call Notification Center at (651) 454-0002 for verification of utility type and field location, prior to excavation. - Proposed site plan is shown per Site plan prepared by BWBR. STANDARD EASEMENT DETAIL, 5 -� - - �- 5 II I 5 I I _ ---- - o ------ 14 wi — \ _ I I L_ J I -7 - L—J I \ —T— I -1- — _ \ \ r\ n \ / I n I I n r- -r I I n r\ r1 1 -r 1 /\ n r\ n \ / I n n /` —I— I n r\ \ I —I— I / \�n I \ / \ V I I V I / \ \ / I I / \ L / L / I \ / V F- ! / \ \ / I I \ '^r\ .-- , , F � \ / \ I \ I V I \ II \/ \ V I I V Ins—\ \ <�I` \/ I / \ L/ L \, I NORTH LINE OF THE SE 1/4 OF THE SE 1/4 OF S.36-T.119-R.23 ------ S89017'23"E 547.93 — — — — — — I � 501 M r\ n \ / I n I n /1 /I —1— 1 1 n r\ r\ I I V I/ \ / I I I I / \ L/ L/ I I I \/ I d \ \ WETLAND 1 \ ---_ --_ I y�' \\ L 1 / N O � I OUTLOTA --_� I I I 191,000 S.F. <,1 (4.38 ACRES) --,--------- ----CS — 589023'7"E —780.0 -- — X / / / Sa ,-- — —BSG 9— �86aL9 1—9s07E-----9SGP8— 8S5 —--�_--------s�G,9� _ FORTH LINE OF THE SOUTH 1010E ET OF THE 6 I , L_ t — — asa�e----asa�B----Bsa�e1�LL �N .0 1 S€ 1/4 OF THE SE 1/4 OF S.36-T.11�-R.23 I 5 L 1 esG`a— M O U) 125CID \. \ --� � J W AIL \ \ l qso — \ WETLAND \ r CIO I I Ole- c C m \ \ I IN,ICA ------------�--\ \ \ I / O ------ - - --- --- 80.00----r--------�- \ nt I I Q� Qos \ \ \ m------- i T co m MI J / 43.35 IS�t I R 8T4 52\ NO TH LINE OF TH�\SOUTn 700 FEE\\OFTHESEI/��OFTHE SE 1/4 OF S.36-T.119-R.� 1 ---- -- --- — -- \ --�--- 87 ---- - ---- -------------- - .- - -y co W o Z „ = I 17m'ETLAND I I I- I q of a N b I \ m! 11 0 \ "it w� I M Q 4 \ \ l cl�I M O z 21 J / A ` m —.— \-- \ J\ III EXISTING INGRESS/ ESS EWAY _ �� U) AND UT TY E ENTS TO BE ==-_ � LWL / \ k EASED/VACATED \ \ II I T — L J \ ■ 1 1l _r: \ Ico 1 0] y � I t OR'f`H LINE OF THE SOUTH 400 ICf)� / ' \ �� �- FEET OF THE SE 1/4 OF T�1E SE 7 - T = 1/4 OF S.36-T.119-R.23 III I L WETLAND CD Ln / SB-- — BLDSB----, \LDSB— �SB-----gCDSBt / < I L 1 _ I —PRGS — PRGSB— PRGSB— ---PRGSB—---PRAF N \ PRA\B_ y—'\RGSB— -- PRGSE — 11 T — -7 — — — — � I I n A r— n 1 /\ 1 A / /� \/\/ /_\ I I I I \/\/ V V I L_ L/ I L_ / \ L/ \/ y y/ \ 1 \ LEGEND_ DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: • DENOTES IRON MONUMENT FOUND AS LABELEDGV DENOTES GAS VALVE x x O DENOTES IRON MONUMENT SET, MARKED RLS# 41578 DENOTES GUY WIRE BEING 10 FEET IN WIDTH AND ADJOINING RIGHT-OF-WAY LINES, AND BEING 5 FEET IN WIDTH AND ADJOINING LOT LINES, p DENOTES FOUND MAGNETIC DRAW ❑H DENOTES HAND HOLE UNLESS OTHERWISE NOTED AS SHOWN ON THIS PLAT. ac DENOTES AIR CONDITIONING UNIT '0� DENOTES HYDRANT > -4 DENOTES BRACE POLE OR GUY POLE DENOTES LIGHT POLE NORTH (1:50 SCALE) ❑ DENOTES CATCH BASIN F�] DENOTES MAILBOX s'T oFlu © DENOTES CABLE PEDESTAL OO DENOTES MISCELLANEOUS MANHOLE E eco s DENOTES CLEAN OUT DENOTES POWER POLE cas GBENCHMARK CURBOAL S DENOTES SANITARY SEWER MANHOLE CBL EST.1917 Professional Land Surveyors ❑E OE DENOTES EL CTRICDENOTES BOX DENOTES ELECTRICAL MANHOLE DENOTES SIGN DENOTES STORM SEWER APRON FIBER TEL MNDOT NAME: 2722 Y 6776 Lake Drive N E S u ate 110 GSID STATION: # 10305 X952.36 ❑F DENOTES EXISTING SPOT ELEVATION DENOTES FIBER OPTIC BOX OD DENOTES STORM SEWER MANHOLE — — — — — — — www.egrud.com _ _ _ _ _ _ _ ELEVATION: 979.677 (NAVD88) Lino Lakes, MN 55014 © DENOTES GAS METER ----BLDSB DENOTES WELL Tel. (651) 361-8200 Fax (651) 361-8701 >< DENOTES WATER VALVE —PRGSB \ I o \ \ IETLANDf B— ---BLDSB BLDSB — — — BLJSki----BLDSN-� \ \ \ m 0 — —PRGSB-- PRGSB-----PRGSB-- PRGSB-----PRGSB-/ ©❑ Cl) M I E 13 - - f— E —I— n r / L/ L/ I I O SOUTH LINE OF THE SE 1/4 OF THE SE 1/4 OF S.36-T.119-R.23 -- GRAPHIC SCALE 100 0 50 100 200 400 1 INCH = 100FEET I , \I — rt1 J — L _ J / \ r L_J I � I L 1 J I L _ ; 1 TL J Q ` _ L 1 J — — L 1 _ v \ �� L _ J S— _, I L I � I 1 J 1_ I r o ;I i _ L _ J 1 _ I-- 60 I - i w w LIL - --0 � 0 0 W L _ J w W W / \ L J — 0 LL O�rn W LL zO J / U0 Q L _ J W / L 1 _ / \ { L _ J I i 1 J IL I i 1 \ I L 1 J L I L _ J I \ �- 0 _ J 1 1 / f L 1 J Li_ E _ SE CORNER OF THE SE 1/4 OF THE SE 1/4 OF S.36-T.119-R.23 I hereby certify that this survey, plan DENOTES FENCE � v or report was prepared by me or under DENOTES RETAINING WALL O O DENOTES TREES COVERED AREA my direct supervision and that I am a DENOTES TREE LINE duly Registered Land Surveyor under DENOTES RIPRAP DENOTES EXISTING SANITARY SEWER the laws of the State of Minnesota. DENOTES ROCK SURFACE DENOTES EXISTING STORM SEWER D_Lcz_ DENOTES OVERHEAD UTILITY DENOTES BITUMINOUS SURFACE DENOTES UNDERGROUND ELECTRIC LINE r- - - JAS N E. RU DENOTES CONCRETE SURFACE DENOTES UNDERGROUND GAS LINE F7 - 77 DENOTES GRAVEL SURFACE Date: 5/18/2020 License No. 41578 DENOTES UNDERGROUND CABLE LINE DENOTES UNDERGROUND FIBER OPTIC LINE \ DENOTES PAVER SURFACE DENOTES UNDERGROUND TELEPHONE LINE — —. DENOTES WETLAND AS DELINEATED BY DRAWN BY: JOB 2: DATE: 04/09/20 DENOTES PROPOSED EASEMENT -- - — . —" KJOLHAUG ENVIRONEMENTAL JER CHECK BY: JER C FIELD CREW: JH / CB JH / CB DENOTES EXISTING EASEMENT 1 DENOTES BUILDING SETBACK LINE PIN No. 17-119-22-14-0008 Owner: City ofX DENOTES ADJACENT PARCEL OWNER INFORMATION 2 Address: Unassigned (PER HENNEPIN COUNTY TAX INFORMATION) 3 DENOTES PARKING SETBACK LINE NO. DATE DESCRIPTION BY C:\USERS\CHAD\DESKTOP\DEKSTOP DWGS\200191PP\200191PP - PRE PLAT.DWG SHEET 1 OF 3 �u oZo --J qSF' cA \ I a0Q w I /, L 1 — PRELIMINARY PLU \ \F �/� \� \ \ \ I `n (If I -- --of-- EAGLE BROOK CHURCH FIRST ADDITION �s-------- ` ' - p5.• --------- -- -- ----------- - ----- 780.0 - - - 6-119-23-44-0008 — — \ \ o I o 241,804 S.F. \ I \\ m e / PID: 36-119-23-43-0033 I 9S F (5.55 ACRES) L \ \ \ ,n OWNER: U S HOME CORPORATION ADDRESS: 6298 Steeple Chase Lane -� o Q CQ \ \ I O o P ,I _ �� �� MATCH N T Z\ A0Q O 60 1I� 44 1 1\- - � �� \ � � O wM �Q� \ co U_0 A) LU I It'�' W f•I G \ w �' �/ - I 40.4 Ci - v _N w1 a 04 CQ �\ I- G 40.4 \ / NORTH LINE O THE SOUTH 700 FEET OF THE / m �` O w o / � 1 I / I M EXISTING M : �I rl V) M --- �� o I GARAGE M SE 1/4 OF THE 1/4 OF S.36LL -T.119-R.23 0 `i I oO w Uj w o- </ V 1 I I \ I / < 40.4 �[ I Z O --- p ml� EXISTING EXIS ING / _ / o \ �I - \ - _ \ J II LL LL -- p - N GARAGE ti 80 SHE / / / I h� - ,I� O LU - w / /--------------- ---- \ I I Z L— J wlap \ o / / / I I-i-------------- -� -------i--------- ---- ---------- - - - 874.50 -- - - --- ------------------------�----------------------------��-�- - - ----- cn 0 - _ E w - -; ! 40.4 m WETLAND I 1 L-J M 25.0,"? I I , l l --- in c Cn m I I M 0 L, -4 I I \ i9.s z.0 M � � � °�-" PI 119-23-44-00 0 - cU 0 f U) I / G�- / N ( ( PRO�OSED DRAINAGE - - of �, - - \ M a 262,355 S.F. In 00 w � � Y i N 25.5 � -- N = „ _ , . • I I \ I a EXISTING 12,$ 5. 02 ACRES ,— \ \ rn =.i ❑ I 12.0 UD 5.2o HOUSE -- - ----- --- ---- ----------------- -- -- ------------------- ------------- 44 .6---------i--------� ----- --AND IILITY EASEMENT---------� I -�--- - _ 14 Cn rn N / 1 ' ��i� I I "/ I III o L J i _; A` \ a O Q \co M El CO�I ^, XISTIN x I•° EXISTING \ / EPTIC \ > r \ g \ I E ARE / I 1 1780 F REA L — J Ks' L 1 n,Ix\ I , - T - c � o�G� v3 Q9 a ® i (27.05 ACRtS) EXISTING p SEPTIC / I E MOUND ,ti6 , � R/EGRES >>EXISTIN TYEMENTS TO BE ________--- - � \ I / » In 0 / x i -LEASED/VACATED >> m _ � �1' �cn » EI ` _ Q --- 'L'3 n U �I 4.50c 0) M mM�M^; x �- afmMr< _ Nx00 M I \ I I I r 0 (.11 I \ Cfl �� I NORTH LINE OF THE SOUTH 400 FEET OF THE / x �M �� I I "? N o SE 1/4 OF THE SE 1/4 OF S.36-T.119-R.23 I f oZo I ��� Q`��� —\ �� I I �_ / \ z i I \ \ Q p I 1 07 a o o / /' I \ \I I LL,� I\ I MDa / U) / / �•�. I \ LU UN I L1J L _L / — f \ \ , F w ui I I 3 -23-4 - � I O J N / I I �� TI _ rM W O wow N0M N J 0 IO = p I EXISTING ---, 9, 6 S.F. `� I w D N ( 3 RES)� m m I �W� C13/ / 1 \ I I I I I 10.0' � � \ rn w LU z '0 00 0° a�Y 00� ly W2 aFo ., NSA U, NORTH ~zix MZC °3°c a0¢ LU LU z — FEI — I I WETLAND I I = I STING / ^� \ E V / \ \ I V) I \ W m \ — — PROPOSED DRAINAGE AND UTILITY EASEMENT EXI TING o I� ` \ �lllt �lll� LIII� alllt\ i �• I I I O 4.4 N� \ • \ \ I �Illt �Illt \ I O - /���� II vILDING \ \ - PRd�bSED DRAINAGE j 8 4� \ � AND UTILITY EASEMENT _ \ I I \ \ I I -- EXISTING GARAGE I 0 ' �/ WETLAND .h� � \\ \ I I � z6s \ Cn LD ----B DSB— --BLDSB-----gLD�SB\----BLDSB-----BLDSB---1 BLDSB----BLDSB--- BLDSB— —— LD$ �— \-- 3A9 \ JJ \ / 5 0 \ \ / 1L BLDSB---BLDSB— I---BLDSB— }— DSB— --BLDSB— LDSB— 1 — -- \ // I 7 L J U BLDSB-----B SB— --BLDSB — --BLDSB BLDSB-----BLDSII) EXISTING \ \ \. j I I - - J ( n \ \ \\\`\ V\\G,° oco SEPTIC 9 AREA ` \. j / I In IU n In m `� \ � IL oQ c W 92D Uj -- N Q 0 4 L l H m �� �— PRG B-- --PRG PRGSB — PRGSB — — —— PRGSB — — —— PRGSB --PRGSB-----PRGSB-----PR SB--7-- 5�-- —PRGSB—�---PRG — — — l� n X/ — — // I I I T ST M Z C rn _ \ PPoG — PRGSB- - —PRGSB--- RG B— RRGSB PRGSB-- — `� — I �\ PRGSB PRGSB-- PRGSB PRGSB — PRGSB-----PRGSB-----PRGSB---—PRSt - 1 4 0 3 p E — —------------------------------- —\\�\—--------- — — — —� — a X i� .'�G E X��------- ------------------------i-—. aOQ S89°23'�7"E 1243.48 I ' CBL CBL CBL I Cb C� CBL CBL BL C L C C P O POSED R. O W - GAS GAS V - ---�F Efl) FIBER _ / CBL-- P - . GAS GAS Gj FIBER FIBER FIBER F-,=R- GAS BER y B GAS GAS GAS GAS GAS GAS cas cas - - 10239 S.F. �B�cBL-M--atLL_ E —�- I O 443.72 1 1 874.52 (2.35 A 1 °` � � • .. I . • . . , r♦ r- r♦ „ . r. 589�2347E 1318.23 \ �� i, I ., i, Ian i l ►� r- r� I I i, I I M M I I \\ SE CORNER OF THE SE _ r �1/4 OF THE SE 1/4 OF A It 5.36-T.119-R.23 GRAPHIC SCALE 50 0 25 50 100 200 L, ��-- '� —� E A r\ A A r- A r N I \ A I \ / \ / I I -� I n r r —I— \� PID: 01-118-23-11-0004 SOUTH LINE OF THE SE 1/4 OF THE SE 1/4 OF S.36-T.119-R.23 ---� I I I I \ OWNER: CITY OF MEDINA v v I L_ L/ L_ ,-\ L v v L L I I v ADDRESS: Address Unassigned PID: 01-118-23-11-0014 1 INCH = 50 FEET OWNER: WILD MEADOWS HMOWNRS ASC INC O / - - - \ PROPOSED DEVELOPMENT INFORMATION ADDRESS: Address Unassigned —FIBER EST. I'll professional Land Surveyors www.egrud.com 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 BENCHMARK MNDOT NAME: 2722 Y GSID STATION: # 10305 ELEVATION: 979.677 (NAVD88) I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. JAS N E. RU Date: 5/18/2020 License No. 41578 \I a am Ir wnrw Outlot A 191,000 sq. ft. (4.38f acres) Lot 1, Block 1 1,178,219 sq. ft. (27.05f acres) Lupine Lane right-of-way 35,170 sq. ft. (0.81f acres) Hackamore Road and Brockton Lane right-of-way 102,239 sq. ft. (2.35f acres) PROPOSED LEGAL DESCRIPTION Outlot A, EAGLE BROOK CHURCH FIRST ADDITION, Hennepin County, Minnesota. Lot 1, Block 1, EAGLE BROOK CHURCH FIRST ADDITION, Hennepin County, Minnesota. N/A N/A DRAWN BY: CMB JOB NO: 200191PP DATE: 04/09/20 CHECK BY: JER FIELD CREW: JH / CB 1 2 3 NO. DATE DESCRIPTION BY C:\USERS\CHAD\DESKTOP\DEKSTOP DWGS\200191PP\200191PP - PRE PLAT.DWG SHEET 2 OF 3 PRELIMINARY PLAT r� n \ / 1 n I 1 n r- -r I 1 F l /_\ \ / 1 \ /_\ ` \ I- 11 I \ / \ V I I V 1 / \ ' l 1 1 1 ,of, EAGLE BROOK CHURCH FIRST ADDITION PID:36-119-23-42-0054 OWNER: XI CHEN ADDRESS: 6394 Steeple Chase Lane PID:36-119-23-43-0030 OWNER: A S MATHUR & P MATHUR ADDRESS: 6346 Steeple Chase Lane \ ❑ F \ W N Y = U LU I V IV Q I�0 F L NCa V O I MW V) axe M V O LUy I NSM Of V10 b C LU LU a - Z ° a0a I VWI\CR: U J rI VI•IC I.V Rr'V RNIlV1Y /�--! ADDRESS: 6298 Steeple Chase Lane / lV•Y I CQ I co M N 1 \\ c\1 H LL O Q Q LU �I w V Z� `W O L r- Q a LL 02 O In a C M C G1 \ 0 V O LU A0V) moo w \y\ n IF N I -I- /_\ I I I I I I\ I / \ L/ L/ I I I I V NORTH LINE OF THE SE 1/4 OF THE SE 1/4 OF S.36-T.119-R.23 --- PID: 36-119-23-41-0082 OWNER: RAVINIA NEIGHBORHOOD ASCN ADDRESS: Address Unassigned �\\ S89017'23 "E 547- .9.2 EST.1911 Professional Land Surveyors www.egrud.com 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651) 361-8200 Fax (651) 361-8701 r I n \/ 1 n 1 1 n / i -1- I n r r /-\ V 1 1 V\ I / \ \/ I / \ L/ L/ I I \/ 1 V PIN No.36-119-23-44-0028 Owner: U S Home Corporation r Address: Unassigned ` I 50 PIN No. 36-119-23-44-0027 Owner: U S Home Corporation I Address: 6381 Larkspur Lane _ \ \ / Ln \ L/ L ' gvyher. 36 A \ \ o a' c o. 0 \ gdaoe�O9�d ks°iAo00?6, / ONM r / ' `I / '/� • \ . i / o a a 63S °� 23 4he \ / >4a e Ca44.01-1 - GAMIC SCALE 50 100 1 INCH = 50 FEET MG�a N d0 ry 0 M N O / 01 E o of F `° '1 :>° 3\ \ 1" x ,. PIN No. 36-119-23-44-0031 I o+ / to y yn P Q° 40 / C D �— Owner: U S Home Corporation M O ~ ^p�,oD O�Y~a.° r Address: Unassigned p C LA Yz. 3 / Q��arynj�Mt� \ Vi aOC or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. JAS N E. RU Date: 5/18/2020 License No. 41578 NORTH 60 L L _ J I _ _ < \I\ I L _ J L _ J I I I L 1 J --t- _ - I L _ J / L _ J _ _ J L 1 J - - L Z ZW LU LL r (� _ W J W p Z z ° M In m O J 10 1 M W Z a0a L 1 _ J Q a J W N z _ Z QJ M ati O 0D 6 0<M n� a > M Z Q ry Q 0 N X M Of Q \O z ei i W M W Z ° a0a \ z O \ \ J \ � Z = \ (A J O1 Q 6 - oz a M0� 60 NW In NZN LU M _ / 0140 ca LL M W cc Z a04 w t0 I (n M - - W (A I LL ~ O _ _ _ LL LU Z LU _ / \ J (/) L _ J L) LU to Y J J J N V 0 co ` 0 o of m M Q � M U Q N � N JIN+1 C% of %V .1 � � w M W a z° aOC L_J •y �� M W Z Z a O a Z R c 3" c J Z O .1 U G R ola ° M a N >- . N C _ / \ L_ J N o% F b .~ =IA M W K L 1_ / Z ° DRAWN BY: CMB JOB NO: 200191PP DATE: 04/09/20 CHECK BY: JER FIELD CREW: JH / CB 1 2 3 NO. DATE DESCRIPTION BY C:\USERS\CHAD\DESKTOP\DEKSTOP DWGS\200191PP\200191PP - PRE PLAT.DWG SHEET 3 OF 3 3 COOPER PRV-XL-C75-D-UNV-T2- PREVAIL XL AREA AND 4 PRV-XL-C75-D- 6045 1 0.9 176 100% LIGHTING BZ-HSS ROADWAY LUMINAIRE (4) 70 UNV-T2-BZ- A SOLUTIONS - LUMARK CRI, 4000K LEDS AND TYPE II OPTICS WITH HOUSE SIDE HSS.ies � P (FORMERLY SHIELD, BRONZE PAINTED EATO N) FINISH Max: 17526cd 3 COOPER PRV-XL-C75-D-UNV-T2- PREVAIL XL AREA AND 4 PRV-XL-C75-D- 6566 1 0.9 176 100% LIGHTING BZ ROADWAY LUMINAIRE (4) 70 UNV-T2-BZ.ies 6 SOLUTIONS - LUMARK CRI, 4000K LEDS AND TYPE II OPTICS, BRONZE PAINTED f -- P (FORMERLY FINISH EATO N) Max: 17625cd 0 COOPER PRV-XL-C75-D-UNV-T3- PREVAIL XL AREA AND 4 PRV-XL-C75-D- 5938 1 0.9 176 100% LIGHTING BZ-HSS ROADWAY LUMINAIRE (4) 70 UNV-T3-BZ- C SOLUTIONS - CRI, 4000K LEDS AND TYPE III HSS.ies LUMARK OPTICS WITH HOUSE SIDE P (FORMERLY SHIELD, BRONZE PAINTED . EATO N) FINISH Max: 17038cd 3 COOPER PRV-XL-C75-D-UNV-T3- PREVAIL XL AREA AND 4 PRV-XL-C75-D- 6530 1 0.9 176 100% LIGHTING BZ ROADWAY LUMINAIRE (4) 70 UNV-T3-BZ.ies SOLUTIONS - CRI, 4000K LEDS AND TYPE III �� LUMARK OPTICS, BRONZE PAINTED P (FORMERLY FINISH . EATO N) Max: 171 zocd 20 COOPER PRV-XL-C75-D-UNV-T3- PREVAIL XL AREA AND 4 PRV-XL-C75-D- 6530 1 0.9 352 100% LIGHTING BZ ROADWAY LUMINAIRE (4) 70 UNV-T3-BZ.ies Q D2 SOLUTIONS - CRI, 4000K LEDS AND TYPE III LUMARK OPTICS, BRONZE PAINTED �� (FORMERLY FINISH EATO N) PREVAIL XL AREA AND 4 PRV-XL-C75-D- 5920 1 0.9 176 100% Max: 17120cd 1 COOPER PRV-XL-C75-D-UNV-T4- LIGHTING BZ-HSS ROADWAY LUMINAIRE (4) 70 UNV-T4-BZ SOLUTIONS - CRI, 4000K LEDS AND TYPE IV HSS.ies . E LUMARK OPTICS WITH HOUSE SIDE P (FORMERLY SHIELD, BRONZE PAINTED - . EATO N) PRV-XL-C75-D-UNV-T4- FINISH PREVAIL XL AREA AND Max: 14533cd 7 COOPER 4 PRV-XL-C75-D- 6526 1 0.9 176 100% LIGHTING BZ ROADWAY LUMINAIRE (4) 70 UNV-T4-BZ.ies F SOLUTIONS - CRI, 4000K LEDS AND TYPE IV LUMARK OPTICS, BRONZE PAINTED `' P (FORMERLY FINISH EATON) Max: 14586cd 0 COOPER PRV-XL-C75-D-UNV-T5- PREVAIL XL AREA AND 4 PRV-XL-C75-D- 7033 1 0.9 176 100% LIGHTING BZ ROADWAY LUMINAIRE (4) 70 UNV-T5-BZ.ies ^ SOLUTIONS - CRI, 4000K LEDS AND TYPE V \7 LUMARK OPTICS, BRONZE PAINTED P (FORMERLY FINISH EATO N) Max: 10393cd 6 COOPER ARB-B3-LED-DI-T5 ARBOR OUTDOOR 2 ARB-B3-LED-D1 4256 1 0.9 86 100% LIGHTING ARCHITECTURAL POST TOP 70 -T5.ies H SOLUTIONS - INVUE CRI, 4000K LEDS AND TYPE V OPTIC, GRAPHITE METALLIC (FORMERLY PAINTED FINISH . 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D L iQ V U Y O t- Ce W m X W � J W W W 3 Designer JD Date 5/18/2020 Scale 1"=50'-0" Drawing No. Summary From: Erica Dovenbera To: Brad Martens Subject: Re: May 28 Council Meeting Open Forum — Public Comment Opportunity Date: Thursday, May 28, 2020 10:10:57 AM Brad, Thank you very much for your prompt reply. Since learning of the proposed development, my fellow neighbors and I have been in communication with a number of local residents, all of whom live within direct line of sight of the proposed development. This includes residents of Corcoran, Maple Grove, Medina and Hamel. We are all universally opposed to the development, and we urge the Counsel to work with Eagle Brook to identify a more suitable location for its new facili The development plan includes features far more appropriate for a commercial or industrial zone versus an area slated for low density residential. Specifically, we understand that the plan includes: 1) Over 830 parking spots. This would be the largest parking lot in Corcoran, and includes nearly 20% more parking spots than the Target complex at highway 55 and 101. 2) A building edifice covering over 70,000 square feet. This is roughly 10% larger than the Plymouth Cub Foods and more than twice the size of the Medina Entertainment Center. 3) The requirement for a significant traffic pattern adjustment. We understand that some people have suggested that the local residents would prefer to see the Eagle Brook development as opposed to additional residential units. This couldn't be further from the truth. The proposed project is not a good fit for the area (it's much more akin to a strip mall or big box retailer), and we would much rather see additional residential development instead. Most of us live in the area for the rural feel, and most of us checked the local zoning before purchasing our homes. We never would have imagined a building the size of Cub Foods in our back yards. In addition, we want to note that RLUPA does not grant "carte blanche" to religious institutions to build wherever they wish. This is especially true when decisions are made in a non-discriminatory manner and where the church cannot claim a "substantial burden." These are technical legal issues, but to be clear, nobody is objecting to a church being placed at 101 and Hackamore. Rather, we are objecting to a 70,000 square foot building and an 830 car parking lot being placed at 101 and Hackamore, and the associated disruptions, quality of life reduction and property value diminution that goes with it. Erica and Bob Dovenberg Sent from my iPad On May 27, 2020, at 2:53 PM, Brad Martens <bmartensn.ci.corcoran.mn.us> wrote: Hi Erica, Thanks for reaching out in advance of the meeting and sharing your thoughts. I can use the email you sent as your comments and send it on to the Planning Commission and Council, or you can draft something different if you want and send to me. An address would be appreciated for the record. Please let me know ASAP as we're pulling together the packet for the Planning Commission next week by noon tomorrow. Council will review this at the June 25th meeting so there is more time for that packet. I will say that the City Council has very little discretion for this type of an application. Federal legislation in the Religious Land Use Protection Act (RLUPA) limits our ability to say no to religious facilities. Churches are an allowed use in all residential districts as long as they meet our guidelines such as setbacks, height, stormwater, etc. This application would require significant improvements to the Hackamore Rd/CR 101 intersection at their expense to manage traffic and the City would work with the church to provide adequate traffic management before and after their services (Police directing traffic) planned for Saturday evening and Sunday morning (two each I believe). Thanks again for reaching out. Once I hear back from you I'll add the information accordingly. Sincerely, Brad Martens City Administrator City of Corcoran 763-400-7030 www.ci.corcoran.mn.us -----Original Message ----- From: erica <erica c&dovenberg.com> Sent: Wednesday, May 27, 2020 2:35 PM To: Brad Martens <bmartensgci.corcoran.mn.us>; erica <erica(c�r� dovenberg. com> Subject: Re: May 28 Council Meeting Open Forum — Public Comment Opportunity Hello, I have a question I would like submitted for the May 28, 2020 city council meeting. I understand the council is considering a proposed development at the corner of 101 and Hackamore. The proposed development includes, among other things, a 70,000 square foot building and parking for approximately 830 cars. I, along with numerous other residents of Corcoran, Maple Grove, Medina and Hamel are strongly opposed. What is the most effective method/venue for us to express our concern and opposition? Thank you for your consideration. Erica Dovenberg 210, 1 � 2 2 ' BUILDING JA & PARKI G SETBACK I O iPSBk- LOTS 1 TH RU 9: SINGLE FAMILY RESIDENTIAL CUL-DE-SAC 3 PAVED ROAD 13M ---- 13M 'wET� i / --18Sd / 19Sd P5V- F- w WETLAND 0 f PSBL PSBL PA: Outlot Preliminary Layout ' 0 50 100 -N_- � SCALE IN FEET 5'R + + + + +7 5 R 1O'R'\+++ 6 4 I WR00:> 5R + .Q + • . / S'kg� oR5 Eagle Brook Church I West Metro Campus 10 JUNE 2020 1 BWBR 3.2019149.00 LUA: Monument Sign Plan c T 1'-n" 91-V„ A>-n" . ) ELEVATION -MONUMENT SIGN 3/4" = V-0" . � PLAN - MONUMENT SIGN 3/4" = V-0" 12'-0" 'AL PANEL TWO =D FRONT LIT SIGN g W I g I R Eagle Brook Church I West Metro Campus 10 JUNE 2020 1 BWBR 3.2019149.00 From: Annika Hanson To: Brad Martens; Ron Thomas; Tom Anderson; Jonathan Bottema; Alan Schultz Cc: Dan Hanson Subject: EBC proposed development: VOTE NO Date: Thursday, June 18, 2020 3:16:05 PM Dear Mayor and Councilors: I am writing to you due to concern about the proposed Eagle Brook megachurch site at 101 and Hackamore Road. I do not want this proposed development to be approved, nor do my fellow residents of the Ravinia community that would back up to the megachurch site. The scale of this facility is far too large for this area and being that we are predominantly home sites for individual families, a megachurch makes absolutely no sense in that proposed location what -so -ever. Some of the council member's assumptions in the Hometown Source article DO NOT reflect the desires of our neighborhood or adjoining communities either: "Mayor Ron Thomas said he sees the church campus as a "pretty good fit" for the southeast corner of Corcoran." "City Councilor Brian Dejewski called the project a nice entrance to the city. Neighbors might be happy that a bunch of homes would not be located there." Have any of you spent any time in our neighborhoods talking to residents? If you have, you would know why people wanted to move to this area and you would understand why a megachurch hacking apart our community is completely out of place. We moved here for good neighborhoods (people who want to be CONNECTED not divided), parks and trails, good schools and all-around good planning behaviors from the city and land developers. I think most of the planning to -date has been exceptional in Corcoran and I've really enjoyed being a resident here for the last 14 months. To that end, putting a ridiculously giant building/campus right in the middle of four suburban residential areas is completely out of place for anyone living in these communities and will destroy the feeling of "neighborhood" as well as our property values. Had the MegaChurch been built years ago and THEN the city planned/approved hundreds of homesites around that area, at least anyone moving in would be able to accept and agree to that set up. And if they don't, they can build or buy and live somewhere else. That is not the case for anyone living in this area now, including the adjoining communities in Wild Meadows (Medina), Bonaire, the recent SE corner development by Hanson Builders and nearby Maple Grove neighborhoods. You have now negatively impacted four different suburban communities, thousands of residents and nearby homesites with this proposed plan. While some residents (like us) are part of newer developments others have been established for almost 20 years. From a Corcoran residential standpoint, we don't need a designated "entrance" to the city and "welcoming" residents with a church is not what I would consider welcoming by any means. Corcoran has a beautiful essence of simplicity, peacefulness and calm via planful nature preserves and the appropriate scaling of residential expansion. I feel relaxed everyday living here. The essence of the area will drastically and negatively change with this industrial -sized park -like development of the mega church with expansive parking lots, lighting and a maintenance plan that will include year- round destructive noise pollution not to mention traffic congestion unseen in this area. The proposed 70,000 square foot building is as big as four Office Depot stores together, as big as two Best Buy stores together, and a little bigger than the size of the Plymouth Cub Foods. The 850- space parking lot that is proposed to be in the backyards of me and my neighbors is the largest in the city and bigger than the one at the Target complex in Medina. This plan has much more in common with a big -box commercial development than with the conventional notion of a church, but generating much denser traffic. You would not build a Best Buy on this corner to "welcome" people to Corcoran. Why would you consider a MegaChurch to be suitable or acceptable? Even comparing it to nearby churches, the Lord of Life building on 101 a few miles north is around half the size of the proposed Eagle Brook facility, and the Saint Thomas the Apostle church in the business district of Corcoran is less than 6,000 square feet. The closest church building of this size is Holy Name of Jesus in Wayzata, but it also includes a preschool - 6th grade school facility. However, Holy Name only has 550 parking spaces (35% less) and is in a rural zone where parking is —200 feet away from any neighboring homes. Further, Eagle Brook is still apparently growing, and may need to become even bigger overtime. I have had the opportunity to speak with several nearby residents who either border the proposed site or live in other parts of the Ravinia development, as well as residents of adjoining neighborhoods in Wild Meadows and Bonaire. We have concerns about traffic, noise, public safety, lack of privacy, and loss of home values due to this development. The surges of traffic into and out of the area due to service start times are unlike any other land use in the area. This is an unacceptable outcome to all of us. This is at a scale too large for a low density residential area with hundreds of already established residents and hundreds of millions of dollars in property values that could be negatively impacted. We have bought homes expecting residential traffic and further low density residential development. Instead, this plan would give us large, sharply defined surges of people into and out of the area before and after service times at a church the size of a shopping mall. This megachurch building should go to a site that is less developed or the scale of the building reduced to match the low density zoning in this area. Corcoran's land mass footprint is the equivalent to Maple Grove or Plymouth as you promote on your website — with a fraction of the population and development. I cannot imagine this is THE only location to offer to this megachurch. The church site should be closer to an area that has already established itself with commercial properties like entertainment, retail, gas stations, etc. A megachurch inside of a community of homes is like putting a large, agitated Grizzly bear inside of a soft -side kiddie pool. It's going to look and feel ridiculous. It is not welcoming to anyone. I thank you in advance for your consideration of these concerns and am grateful for the opportunity to participate in the future consideration of this proposal as the zoning ordinance provides. Sincerely, Annika Hanson Ravinia neighborhood, Corcoran Resident From: Schammel, Chelsey To: Ron Thomas; Brad Martens Subject: Concerned neighbor - new development proposal Date: Thursday, June 18, 2020 2:08:43 PM Hello! I am writing to you in regards to the recent proposal from Eagle Brooke Church to plan development on 101 and hwy 116. As with several other neighbors, I am beyond concerned with what this could bring to the area in terms of traffic and unsafe communities. It has been such a pleasure to be a member of the Corcoran community and to see it grow with the families and kids and see what the future holds for us together. But bringing something the size of Eagle Brooke to that specific area would not create the safe space and community that we all moved here for. The addition to North Wood elementary on 101 has been fantastic, but have you ever tried to take a left out of the school neighborhood and back on to 101 in the morning? The line is always 10+ cars deep and BEYOND dangerous. Since day 1, my fear has been that it will not be until there is a major accident with one of our community's children involved that there will be change to that intersection. (this is a whole other conversation!!) Now imagine adding on the proposed development to the already high traffic area. One could argue that the timing of church services would not align with school start/finish- but I would argue back that with a campus that size my assumption is that they will have events all hours of the day. I could go on with more reasons on why I do not feel this would be the best decision to move forward with, but I think it really comes down to what you want to community of Corcoran to look like and represent. Safety and happiness of your current population should be #1- and you would be severely harming both of these with this expansion. I am 100% for a growing community, as long as it makes sense to goals and serving those around. Thank you for taking the time to read my email. I am happy to connect at any time to have a discussion further. Chelsey Schammel I Optum Brand Manager, Brand and Corporate Marketing 11000 Optum Circle, Eden Prairie, MN 55344 +1 612.237.4966 chelsey.schammel(cDoptum.com www.optum.com This e-mail, including attachments, may include confidential and/or proprietary information, and may be used only by the person or entity to which it is addressed. If the reader of this e-mail is not the intended recipient or his or her authorized agent, the reader is hereby notified that any dissemination, distribution or copying of this e-mail is prohibited. If you have received this e-mail in error, please notify the sender by replying to this message and delete this e-mail immediately. From: CH Cox To: Brad Martens; Ron Thomas; Jonathan Bottema; Brian Dejewski; Tom Anderson Subject: Proposed Megachurch HWY 101 & Hackamore Road Date: Thursday, June 18, 2020 9:04:32 AM Dear Mayor and Councilors, We are writing to you due to concern about the proposed EagleBrooke megachurch site at HWY 101 and Hackamore Road. We are supportive of the idea of a church in this location, but the scale of this facility is far too large for this area. We are very concerned about the plan to build a megachurch campus at this site. While we understand the low density zoning of the area makes it possible for the city to grant a permit to build a place of worship, the scale of the building is not on par with a common person's understanding of a place of worship. The proposed 70,000 square foot building is as big as 4 Office Depot stores, 2 Best Buy stores, and slightly larger than the Plymouth Cub Foods. The 850 space parking lots that are proposed to be in very close proximity of the backyards of us and our neighbors is the largest in the city and bigger than the one at the Target complex in Medina. For all intents and purposes this plan has much more in common with a big -box commercial development than with the conventional notion of a church, but will negatively generate much denser traffic. Even comparing it to nearby churches, the Lord of Life building on HWY 101 a few miles north is around half the size of the proposed EagleBrooke facility, and the Saint Thomas the Apostle church in the business district of Corcoran is less than 6,000 square feet. The closest church building of this size is Holy Name of Jesus in Wayzata, but it also includes a preschool - 6th grade school facility. However, Holy Name only has 550 parking spaces (35% less) and is in a rural zone where parking is —200 feet away from any neighboring homes. Further, EagleBrooke is still apparently growing, and may need to expand even more over time. I have had the opportunity to speak with several nearby residents who either border the proposed site or live in other parts of the Ravinia development, as well as residents of adjoining neighborhoods in Wild Meadows and Bonaire. We all have concerns about increased traffic, noise, public safety, lack of privacy, and loss of home values due to this development. The surges of traffic into and out of the area due to service start times are unlike any other land use in the area. This footprint is far too large for a low density residential area with hundreds of already established residents and hundreds of millions of dollars in property values that would be negatively impacted. We have bought homes with the expectation of only residential traffic and further low density residential development. Instead, this plan would give us large, sharply defined surges of people into and out of the area before and after service times at a church the size of a shopping mall. To reiterate again, we have no issue with this being a church however the magnitude of the building and the traffic patterns it will create are our primary and the utmost concern. This megachurch proposal should be repositioned to a site that is less developed or the scale of the building reduced to match the low density zoning in this area. We thank you in advance for your consideration of these concerns and are grateful for the opportunity to participate in the future consideration of this proposal as the zoning ordinance provides. Sincerely, Clayton & Heather Cox Concerned Local Residents From: Gary Hahn To: Ron Thomas; Tom Anderson; Jonathan Bottema; Brian Deiewski; Alan Schultz; Brad Martens Subject: Eagle Brook Mega Church Date: Thursday, June 18, 2020 10:31:08 AM Dear Mayor and Councilors, We are writing to you due to concern about the proposed Eagle Brook megachurch site at HWY 101 and Hackamore Road. We are very concerned about the plan to build a megachurch campus at this site. While we understand the low -density zoning of the area makes it possible for the city to grant a permit to build a place of worship, the 2040 plan for Corcoran has this whole corner set up for residential development. A megachurch absolutely does not fall into that category. The proposed 70,000 square foot building is bigger than the Target Medina complex, this is unbelievable for this area. The amount of traffic that will flow in and out is a huge cause for concern. There is a church in Plymouth on the corner of Vicksburg Ln and Old Rockford Road (Plymouth Covenant Church) that has to have a fleet of police officers to enforce traffic all day on Sundays because of how much of a cluster the area is. This proposed church is much larger, with a massive congregation, and both 101 and Hackamore are only 2-lane roads. This will bring 101 and Hackamore to a dead standstill on what should be quiet Sunday mornings in a great residential neighborhood, as well as during the Wednesday and Saturday services. This is exactly the opposite of what the 2040 plan for Corcoran states. This is NOT preserving the rural nature of Corcoran. This is NOT why we built what we planned to be our forever home in this town. We live in Ravinia, on Larkspur lane, just a stone's throw from the proposed site. We have been conversing with neighbors, and adjacent neighborhoods and developments, and they all share our concerns. We all have concerns about increased traffic, noise, public safety, lack of privacy, and loss of home values due to this development. The surges of traffic into and out of the area due to service start times are unlike any other land use in the area. This footprint is far too large for a low -density residential area with hundreds of already established residents and hundreds of millions of dollars in property values that would be negatively impacted. We have bought homes with the expectation of only residential traffic and further low -density residential development. Instead, this plan would give us large, sharply defined surges of people into and out of the area before and after service times at a church the size of a shopping mall. To reiterate again, we have no issue with this being a church however the magnitude of the building and the traffic patterns it will create are our primary and the utmost concern. This megachurch proposal should be repositioned to a site that is less developed or the scale of the building reduced to match the low density zoning in this area. We thank you in advance for your consideration of these concerns and are grateful for the opportunity to participate in the future consideration of this proposal as the zoning ordinance provides. Sincerely, Gerard and Amber Hahn Concerned Local Residents 612-280-8940 From: Jeremy Nichols To: Tom Anderson; Ron Thomas; Jonathan Bottema; Brian Deiewski; Alan Schultz; Brad Martens Subject: Proposed Eagle Brook Megachurch in Ravinia Date: Thursday, June 18, 2020 12:20:57 PM Attachments: RLUIPA leoal analvsis.odf Dear Mayor & Councilors, I am writing to you out of concern for the proposed Eaglebrook megachurch site at 101 and Hackamore Road. I am okay with the idea of a church in this location, but the scale of this facility is far too large for this area. I live in Corcoran at 6334 Steeple Chase Lane, and my lot directly adjoins the parcel that is proposed to be made into a megachurch. I purchased my home in September 2019 with the hope and expectation of many years of property appreciation, further low density residential development, and pleasant and private use of my yard and home. I am very concerned about the plan to build a megachurch campus at this site. While I understand the low density zoning of the area makes it possible for the city to grant a permit to build a place of worship, the scale of the building is not on par with a common person's understanding of a place of worship. The proposed 70,000 square foot building is about the size of the Plymouth Cub Foods, as big as 2 Best Buy stores together, and as big as 4 Office Depot stores together. The 850 space parking lot that is proposed to be in the backyards of me and my neighbors is the largest in the city and bigger than the one at the Target complex in Medina. For all intents and purposes this plan has much more in common with a big -box commercial development than with any conventional notion of a church. Even comparing it to nearby churches, the Lord of Life building on 101 a few miles north is around half the size of the proposed Eaglebrook facility, and the Saint Thomas the Apostle church in the business district of Corcoran is less than 6,000 square feet. The closest building of this size is Holy Name of Jesus in Wayzata, which includes a preschool - 6th grade school facility and is slightly larger than what Eaglebrook is proposing. But, Holy Name only has 550 parking spaces and is in a rural zone where parking is —200 feet away from any neighboring properties. Since I learned of this project on June 12th, I have had the opportunity to speak with several nearby residents who either border the proposed site or live in other parts of the Ravinia development, as well as residents of adjoining neighborhoods. We all have concerns about traffic, noise, lack of privacy, and loss of home values due to this development. I am grateful that this proposal has not yet been formally presented before the planning commission and that there is still time to perform the diligent review required in city ordinances for conditional use permits. I am grateful for ready access to the town councilors so that the concerns of the residents can be fully considered and our interests considered and protected appropriately by the requirements of the Conditional Use Permit (CUP) process as defined in Corcoran ordinances, and I look forward to that process proceeding. Given that we have not yet reached the required public hearing stage, I look forward to residents' ability to meaningfully affect the outcome. I would like the council and planning commission to consider several points as the process moves forward: 1.) Several legal decisions, including some in Minnesota, show that the RLUIPA does not give churches an automatic approval of any request they seek. I have attached highlights from this decision and some analysis based on the Corcoran zoning ordinances. Several cases establish that towns can refuse to allow to churches to use specific parcels/zones of land as long as it is protecting legitimate government interests, such as public safety and property values, both of which are a serious concern in this instance. Please consider this case in St. Michael from 2016, where the US 8th Circuit found St. Michael, MN was not in violation of RLUIPA when it refused to permit a church to operate from a movie theater in defense of local traffic flow and public safety concerns, which are legitimate government interests. https:Hcasetext. com/case/riverside-church-v-city-of-st-michael-6? utm source=Iterable&utm_medium=email&utm_campaign=prospecting= emails&resultsNav=false 2.) The CUP ordinance states that: "The purpose of a conditional use permit is to authorize and regulate uses which may be beneficial in a specific instance to the general welfare of the community, yet ensure that such uses are not detrimental to surrounding property, and are consistent with the stated purpose of the zoning district in which such uses are located regarding conditions of operation, location, arrangement, and construction." 3.) Residents in the surrounding area (me and people I have spoken to) are concerned about a multi acre parking lot being installed adjacent to our property due to noise, lot lights, headlights, views not commensurate with a low density residential zone, the noise from snow removal and many other factors that impact our ability to use and enjoy our property. We believe the use of the land in this way is clearly detrimental to surrounding property, including in ways the CUP ordinance requires the council to consider, such as: "The conditional use will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted, nor substantially diminish and impair property values within the neighborhood. " 4.) Residents in Ravinia and surrounding neighborhoods are very concerned about the traffic impact due to numerous services at times when we want to use our homes and enjoy local travel. The exchange of 1700 cars (850x2) during service changeover times, which are currently 5x per week (including Wednesdays) and may be 6x per week, is very burdensome to neighbors of the site, especially compared with the low density residential zoning in the area. 5.) There are other areas in the district which would not be harmed by this development, unlike the current proposed location. Being close to the commercial district, for instance, could help with local development goals and improve nearby businesses due to church traffic and improve commercial property values. These alternative sites should be preferred by the city to protect the interests of existing residents. To ensure that residents' needs are appropriately considered, I respectfully ask for the following: a. For any public hearing where this matter is reviewed, please ensure there is an accommodation for in person attendance for those interested. This will prevent people from being unable to make their views and questions known due to technical issues. b. The City of Corcoran to conduct an independent study to determine the impact that the proposed development would have on property values and marketability immediately adjacent to the proposed site like mine. (Independent meaning using a firm that does not have an established relationship with any interested parties, such as the existing owners of the land, the church, adjacent developers, etc.). The onus should be on the town to establish objective evidence that the development will not substantially diminish bordering and nearby property values before giving a conditional use permit. c. Conduct a traffic study. The study should specifically account for the lower level of traffic due to Covid 19 that has been in place since March 2020 vs. when things will be "back to normal". Current church attendance and regular area traffic is lower than will be typical over the next 10+ years. This is important to ensure that the proposed development is safe and the impact is accurately known before the permit is approved. If valid data is not available, the study and any approval should be conducted after the pandemic is over and current and accurate data can be collected. d. Please have some or all of the City Council come to the properties impacted by this megachurch proposal prior to the July 23 City Council meeting. This can all be done safely with social distancing and we are happy to meet with you. We think it's important for you to see firsthand the property as it is today and the large, negative impact the proposed megachurch will have on our homes and neighborhood. I have attached a photo showing how our lots are situated. I thank you in advance for your consideration of these concerns and am grateful for the opportunity to participate in the future consideration of this proposal as the zoning ordinance provides. I would welcome the chance to meet with you and the city council at my home to show you the impact the proposal would have for me and my neighbors who will border the proposed parking lot. Sincerely, Jeremy Nichols 612-501-3684 ■ 4 From: Sarah Carufel To: Brad Martens Subject: Fwd: Concerns regarding Eagle Brook Church Location Date: Thursday, June 18, 2020 10:19:52 AM ---------- Forwarded message --------- From: Sarah Carufel <sarahcarufel(&,gmail.com> Date: Thu, Jun 18, 2020 at 10:15 AM Subject: Concerns regarding Eagle Brook Church Location To: <rthomas cni ci.corcoran.mn.us>, <tanderson(,ci.corcoran.mn.us>, <jbottemaC&,ci.corcoran.mn.us>,<bdejewski(4�ci.corcoran.mn.us>, <aschultz&ci.corcoran.mn.us>, <bmartins(c&ci.corcoran.mn.us> Cc: Hubby <mattcarufel(agmail.com> Dear Mayor and Councilors As a resident of Ravinia, I am writing to you due to concern about the proposed Eagle Brook megachurch site at 101 and Hackamore Road. I am excited about the prospect of Eagle Brook coming to Corcoran, but am concerned about the scale of this church for this specific location. I am very concerned about the plan to build a megachurch campus at this site. While I understand the low density zoning of the area makes it possible for the city to grant a permit to build a place of worship, the scale of the building is not on par with a common person's understanding of a place of worship. The proposed 70,000 square foot building is as big as 4 Office Depot stores together, as big as 2 Best Buy stores together, and a little bigger than the size of the Plymouth Cub Foods. The 850 space parking lot that is proposed to be in the backyards of me and my neighbors is the largest in the city and bigger than the one at the Target complex in Medina. For all intents and purposes this plan has much more in common with a big -box commercial development than with the conventional notion of a church, but generating much denser traffic. Even comparing it to nearby churches, the Lord of Life building on 101 a few miles north is around half the size of the proposed Eagle Brook facility, and the Saint Thomas the Apostle church in the business district of Corcoran is less than 6,000 square feet. The closest church building of this size is Holy Name of Jesus in Wayzata, but it also includes a preschool - 6th grade school facility. However, Holy Name only has 550 parking spaces (35% less) and is in a rural zone where parking is —200 feet away from any neighboring homes. Further, Eagle Brook is still apparently growing, and may need to become even bigger over time. I have had the opportunity to speak with several nearby residents who either border the proposed site or live in other parts of the Ravinia development, as well as residents of adjoining neighborhoods in Wild Meadows and Bonaire. We have concerns about traffic, noise, public safety, lack of privacy, and loss of home values due to this development. The surges of traffic into and out of the area due to service start times are unlike any other land use in the area. This is at a scale too large for a low density residential area with hundreds of already established residents and hundreds of millions of dollars in property values that could be negatively impacted. We have bought homes expecting residential traffic and further low density residential development. Instead, this plan would give us large, sharply defined surges of people into and out of the area before and after service times at a church the size of a shopping mall. (This has nothing to do with the building being a church, just the size of the building and the traffic patterns it will create.) This megachurch building should go to a site that is less developed or the scale of the building reduced to match the low density zoning in this area. I thank you in advance for your consideration of these concerns and am grateful for the opportunity to participate in the future consideration of this proposal as the zoning ordinance provides. Sincerely, Sarah From: Rvan.Anderson To: Ron Thomas; Tom Anderson; Jonathan Bottema; Brian Dejewski; Alan Schultz; Brad Martens Subject: Proposed Megachurch at 101 and Hackamore Date: Thursday, June 18, 2020 12:54:39 PM Dear Mayor and Councilors, I am writing to you due to concern about the proposed Eagle Brook megachurch site at 101 and Hackamore Road. Our new home is currently under construction within the Ravinia development, with a Sept'20 closing date. We will pull out of our contract if this proposal moves forward as -is. I am very concerned about the plan to build a megachurch campus at this site. While I understand the low density zoning of the area makes it possible for the city to grant a permit to build a place of worship, the scale of the building is not on par with a common person's understanding of a place of worship. The proposed 70,000 square foot building is as big as 4 Office Depot stores together, as big as 2 Best Buy stores together, and a little bigger than the size of the Plymouth Cub Foods. The 850 space parking lot that is proposed to be in the backyards of me and my neighbors is the largest in the city and bigger than the one at the Target complex in Medina. For all intents and purposes this plan has much more in common with a big -box commercial development than with the conventional notion of a church, but generating much denser traffic. Even comparing it to nearby churches, the Lord of Life building on 101 a few miles north is around half the size of the proposed Eagle Brook facility, and the Saint Thomas the Apostle church in the business district of Corcoran is less than 6,000 square feet. The closest church building of this size is Holy Name of Jesus in Wayzata, but it also includes a preschool - 6th grade school facility. However, Holy Name only has 550 parking spaces (35% less) and is in a rural zone where parking is —200 feet away from any neighboring homes. Further, Eagle Brook is still apparently growing, and may need to become even bigger over time. I have had the opportunity to speak with several nearby residents who either border the proposed site or live in other parts of the Ravinia development, as well as residents of adjoining neighborhoods in Wild Meadows and Bonaire. We have concerns about traffic, noise, public safety, lack of privacy, and loss of home values due to this development. The surges of traffic into and out of the area due to service start times are unlike any other land use in the area. This is at a scale too large for a low density residential area with hundreds of already established residents and hundreds of millions of dollars in property values that could be negatively impacted. We have bought homes expecting residential traffic and further low density residential development. Instead, this plan would give us large, sharply defined surges of people into and out of the area before and after service times at a church the size of a shopping mall. (This has nothing to do with the building being a church, just the size of the building and the traffic patterns it will create.) This megachurch building should go to a site that is less developed or the scale of the building reduced to match the low density zoning in this area. I thank you in advance for your consideration of these concerns and am grateful for the opportunity to participate in the future consideration of this proposal as the zoning ordinance provides. Sincerely, Ryan Anderson I Director Merch Buying I D9/84 Outdoor Living 1 O Target 1 612.761.0167 From: Paval Mathur To: Ron Thomas; Jonathan Bottema; Brian Dejewski; Alan Schultz; Brad Martens; Tom Anderson Cc: Amit Mathur Subject: Proposed Eagle Brook Megachurch in Ravinia Date: Friday, June 19, 2020 12:27:10 AM Dear Mayor and Councilors, I am writing to you due to concern about the proposed Eagle Brook megachurch site at 101 and Hackamore Road. I am okay with the idea of a church in this location, but the scale of this facility is far too large for this area. I am very concerned about the plan to build a megachurch campus at this site. While I understand the low density zoning of the area makes it possible for the city to grant a permit to build a place of worship, the scale of the building is not on par with a common person's understanding of a place of worship. The proposed 70,000 square foot building is as big as 4 Office Depot stores together, as big as 2 Best Buy stores together, and a little bigger than the size of the Plymouth Cub Foods. The 850 space parking lot that is proposed to be in the backyards of me and my neighbors is the largest in the city and bigger than the one at the Target complex in Medina. For all intents and purposes this plan has much more in common with a big -box commercial development than with the conventional notion of a church, but generating much denser traffic. Even comparing it to nearby churches, the Lord of Life building on 101 a few miles north is around half the size of the proposed Eagle Brook facility, and the Saint Thomas the Apostle church in the business district of Corcoran is less than 6,000 square feet. The closest church building of this size is Holy Name of Jesus in Wayzata, but it also includes a preschool - 6th grade school facility. However, Holy Name only has 550 parking spaces (35% less) and is in a rural zone where parking is —200 feet away from any neighboring homes. Further, Eagle Brook is still apparently growing, and may need to become even bigger over time. I have had the opportunity to speak with several nearby residents who either border the proposed site or live in other parts of the Ravinia development, as well as residents of adjoining neighborhoods in Wild Meadows and Bonaire. We have concerns about traffic, noise, public safety, lack of privacy, and loss of home values due to this development. The surges of traffic into and out of the area due to service start times are unlike any other land use in the area. This is at a scale too large for a low density residential area with hundreds of already established residents and hundreds of millions of dollars in property values that could be negatively impacted. We have bought homes expecting residential traffic and further low density residential development. Instead, this plan would give us large, sharply defined surges of people into and out of the area before and after service times at a church the size of a shopping mall. (This has nothing to do with the building being a church, just the size of the building and the traffic patterns it will create.) This megachurch building should go to a site that is less developed or the scale of the building reduced to match the low density zoning in this area. I thank you in advance for your consideration of these concerns and am grateful for the opportunity to participate in the future consideration of this proposal as the zoning ordinance provides. Sincerely, Payal Mathur 612-940-0142 From: Erin Cirioli To: Ron Thomas; Brad Martens; Tom Anderson; Alan Schultr; Brian Deiewski Subject: Proposed Megachurch at 101 and Hackamore Date: Friday, June 19, 2020 10:40:20 PM Dear Mayor and Councilors, I am writing to you due to concern about the proposed Eagle Brook megachurch site at 101 and Hackamore Road. I am concerned that the scale of this facility is far too large for this area. I am very concerned about the plan to build a megachurch campus at this site. While I understand the low density zoning of the area makes it possible for the city to grant a permit to build a place of worship, the scale of the building is not on par with a common person's understanding of a place of worship. The proposed 70,000 square foot building is as big as 4 Office Depot stores together, as big as 2 Best Buy stores together, and a little bigger than the size of the Plymouth Cub Foods. The 850 space parking lot that is proposed to be in the backyards of me and my neighbors is the largest in the city and bigger than the one at the Target complex in Medina. For all intents and purposes this plan has much more in common with a big -box commercial development than with the conventional notion of a church, but generating much denser traffic. Even comparing it to nearby churches, the Lord of Life building on 101 a few miles north is around half the size of the proposed Eagle Brook facility, and the Saint Thomas the Apostle church in the business district of Corcoran is less than 6,000 square feet. The closest church building of this size is Holy Name of Jesus in Wayzata, but it also includes a preschool - 6th grade school facility. However, Holy Name only has 550 parking spaces (35% less) and is in a rural zone where parking is —200 feet away from any neighboring homes. Further, Eagle Brook is still apparently growing, and may need to become even bigger over time. I have had the opportunity to speak with several nearby residents who either border the proposed site or live in other parts of the Ravinia development, as well as residents of adjoining neighborhoods in Wild Meadows and Bonaire. We have concerns about traffic, noise, public safety, lack of privacy, and loss of home values due to this development. The surges of traffic into and out of the area due to service start times are unlike any other land use in the area. This is at a scale too large for a low density residential area with hundreds of already established residents and hundreds of millions of dollars in property values that could be negatively impacted. We have bought homes expecting residential traffic and further low density residential development. Instead, this plan would give us large, sharply defined surges of people into and out of the area before and after service times at a church the size of a shopping mall. (This has nothing to do with the building being a church, just the size of the building and the traffic patterns it will create.) This megachurch building should go to a site that is less developed or the scale of the building reduced to match the low density zoning in this area. I thank you in advance for your consideration of these concerns and am grateful for the opportunity to participate in the future consideration of this proposal as the zoning ordinance provides. Sincerely, Erin Cirioli McKee Corcoran Resident and Homeowner From: THOMAS MCKEE To: Brad Martens Subject: Eagle Brook Proposed Site Date: Friday, June 19, 2020 11:01:34 PM Administrator Martens, I am writing to express my serious concern over the proposed Eagle Brook megachurch on Hackamore and 101. As a recent new resident of Corcoran, my wife and I are beyond concerned about the negative impact this would have on our community in countless ways. Most notably, the increased noise, privacy, and massive increase in traffic around our neighborhoods would not only diminish our quality of life significantly, but would also completely devastate the property values of every single Corcoran resident - particularly those in the developments like Ravinia that would be neighboring the complex and massive parking lot. It is my understanding that the City of Corcoran has not done an independent traffic study to look into the impact that this would have on our community. I strongly urge you to conduct an independent traffic study, as well as a property value assessment for all of the surrounding properties before considering the location of this 70,000 sq foot building with a 850 car parking lot. I am confident that once you do you will see that a complex of this size is not the right fit for our community, and will negatively impact all residents. Moreover, I believe that the city should consider a number of other locations that are a better fit for the community. Thank you, Tom McKee A very concerned Corcoran resident and homeowner Thanks, Tom McKee From: Navnit Naravan To: Brad Martens; Ron Thomas; Tom Anderson; Jonathan Bottema; Brian Dejewski; Alan Schultz Subject: Proposed Development for 101 and 47 intersection Date: Sunday, June 21, 2020 11:54:05 PM Dear Mayor and Councilors, I am writing to you due to concern about the proposed Eagle Brook megachurch site at 101 and Hackamore Road. I am okay with the idea of a church in this location, but the scale of this facility is far too large for this area. I am very concerned about the plan to build a megachurch campus at this site. While I understand the low density zoning of the area makes it possible for the city to grant a permit to build a place of worship, the scale of the building is not on par with a common person's understanding of a place of worship. The proposed 70,000 square foot building is as big as 4 Office Depot stores together, as big as 2 Best Buy stores together, and a little bigger than the size of the Plymouth Cub Foods. The 850 space parking lot that is proposed to be in the backyards of me and my neighbors is the largest in the city and bigger than the one at the Target complex in Medina. For all intents and purposes this plan has much more in common with a big -box commercial development than with the conventional notion of a church, but generating much denser traffic. Even comparing it to nearby churches, the Lord of Life building on 101 a few miles north is around half the size of the proposed Eagle Brook facility, and the Saint Thomas the Apostle church in the business district of Corcoran is less than 6,000 square feet. The closest church building of this size is Holy Name of Jesus in Wayzata, but it also includes a preschool - 6th grade school facility. However, Holy Name only has 550 parking spaces (35% less) and is in a rural zone where parking is —200 feet away from any neighboring homes. Further, Eagle Brook is still apparently growing, and may need to become even bigger over time. I have had the opportunity to speak with several nearby residents who either border the proposed site or live in other parts of the Ravinia development, as well as residents of adjoining neighborhoods in Wild Meadows and Bonaire. We have concerns about traffic, noise, public safety, lack of privacy, and loss of home values due to this development. The surges of traffic into and out of the area due to service start times are unlike any other land use in the area. This is at a scale too large for a low density residential area with hundreds of already established residents and hundreds of millions of dollars in property values that could be negatively impacted. We have bought homes expecting residential traffic and further low density residential development. Instead, this plan would give us large, sharply defined surges of people into and out of the area before and after service times at a church the size of a shopping mall. (This has nothing to do with the building being a church, just the size of the building and the traffic patterns it will create.) This megachurch building should go to a site that is less developed or the scale of the building reduced to match the low density zoning in this area. I thank you in advance for your consideration of these concerns and am grateful for the opportunity to participate in the future consideration of this proposal as the zoning ordinance provides. Sincerely, Nav Narayan 6672 carriage way Corcoran, MN 55340 "Time has a wonderful way of showing us what really matters! " From: Blaine Schneider To: Ron Thomas; Tom Anderson; Jonathan Bottema; Brian Dejewski; Alan Schultz; Brad Martens Cc: Katie Kaysen Subject: Corcoran Megachurch Concerns Date: Monday, June 22, 2020 3:01:09 PM Dear Mayor, Councilors, and City Administrator, Like many of our neighbors, we are writing to you due to concern about the proposed EagleBrooke megachurch site at HWY 101 and Hackamore Road. Although we would have no issue with a standard sized church at this location, the scale of this facility is far too large for this area. While we understand the low density zoning of the area makes it possible for the city to grant a permit to build a place of worship, the scale of the building is very concerning. The proposed 70,000 square foot building is as big as 4 Office Depot stores, 2 Best Buy stores, and slightly larger than the Plymouth Cub Foods. The 850 space parking lots that are proposed to be in very close proximity to the backyards of us and our neighbors is the largest in the city and bigger than the one at the Target complex in Medina. For all intents and purposes this plan has much more in common with a big -box commercial development than with the conventional notion of a church and will negatively generate much denser traffic, not just during the 4 (currently) scheduled weekly worships but also throughout the week (construction, employees, maintenance, etc.) and holidays. Even comparing it to nearby churches, the Lord of Life building on HWY 101 a few miles north is around half the size of the proposed EagleBrooke facility, and the Saint Thomas the Apostle church in the business district of Corcoran is less than 6,000 square feet. The closest church building of this size is Holy Name of Jesus in Wayzata, but it also includes a preschool - 6th grade school facility. However, Holy Name only has 550 parking spaces (35% less) and is in a rural zone where parking is —200 feet away from any neighboring homes. Further, EagleBrooke is still apparently growing, and may need to expand even more over time. Like my neighbors, we all have concerns about increased traffic, noise, public safety, lack of privacy, and loss of home values due to this development. The surges of traffic into and out of the area due to service start times are unlike any other land use in the area and may impact our ability to enter and exit our community. This footprint is far too large for a low density residential area with hundreds of already established residents and hundreds of millions of dollars in property values that would be negatively impacted. We have bought homes with the expectation of only residential traffic and further low density residential development. Instead, this plan would give us large, sharply defined surges of people into and out of the area before and after service times at a church the size of a shopping mall. To reiterate again, we have no issue with this being a church however the magnitude of the building and the traffic patterns it will create are our primary and the utmost concern. This megachurch proposal should be repositioned to a site that is less developed, has larger roads to accommodate the increase in traffic, or the scale of the building and parking lot should be reduced to match the low density zoning in this area. Although we are also disappointed with the scheduled city council meeting date of July 2nd (when many neighbors will be out of town on vacation and will therefore be unable to voice their concerns during the meeting), we thank you in advance for your consideration of these concerns and are grateful for the opportunity to participate in the future consideration of this proposal as the zoning ordinance provides. Sincerely, Blaine Schneider and Katelyn Kaysen Concerned Local Residents From: Ryan Konrath To: Ron Thomas; Tom Anderson; Jonathan Bottema; Brian Deiewski; Alan Schultz Cc: Brad Martens Subject: Eagle Brook Church Planned Development - Corcoran Date: Monday, June 22, 2020 11:40:27 AM Attachments: image001.pnng imaae002.Dna Dear Mayor and Councilors, I am writing to you due to concern about the proposed Eagle Brook megachurch site at 101 and Hackamore Road. I am very concerned about the plan to build a megachurch campus at this site. While I understand the low density zoning of the area makes it possible for the city to grant a permit to build a place of worship, the scale of the building is not on par with a common person's understanding of a place of worship. The proposed 70,000 square foot building is as big as 4 Office Depot stores together, as big as 2 Best Buy stores together, and a little bigger than the size of the Plymouth Cub Foods. The 850 space parking lot that is proposed to be in the backyards of me and my neighbors is the largest in the city and bigger than the one at the Target complex in Medina. For all intents and purposes this plan has much more in common with a big -box commercial development than with the conventional notion of a church, but generating much denser traffic. Even comparing it to nearby churches, the Lord of Life building on 101 a few miles north is around half the size of the proposed Eagle Brook facility, and the Saint Thomas the Apostle church in the business district of Corcoran is less than 6,000 square feet. The closest church building of this size is Holy Name of Jesus in Wayzata, but it also includes a preschool - 6th grade school facility. However, Holy Name only has 550 parking spaces (35% less) and is in a rural zone where parking is —200 feet away from any neighboring homes. Further, Eagle Brook is still apparently growing, and may need to become even bigger over time. I have had the opportunity to speak with many nearby residents who either border the proposed site or live in other parts of the Ravinia development, as well as residents of adjoining neighborhoods in Wild Meadows and Bonaire. We have concerns about traffic, noise, public safety, lack of privacy, and loss of home values due to this development. The surges of traffic into and out of the area due to service start times are unlike any other land use in the area. This is at a scale too large for a low density residential area with hundreds of already established residents and hundreds of millions of dollars in property values that could be negatively impacted. We have bought homes expecting residential traffic and further low density residential development. Instead, this plan would give us large, sharply defined surges of people into and out of the area before and after service times at a church the size of a shopping mall. (This has nothing to do with the building being a church, just the size of the building and the traffic patterns it will create.) This megachurch building should go to a site that is less developed or the scale of the building reduced to match the low density zoning in this area. I thank you in advance for your consideration of these concerns and am grateful for the opportunity to participate in the future consideration of this proposal as the zoning ordinance provides. Sincerely, Ryan Ryan Konrath Director of Business Development Aviation Insurance Broker Comm - AMEL/ASEL-CFI/I-MEI/CSIP Direct: 952-641-3152 mobile: 651-253-3844 0 .0 Wings Insurance Flying Cloud Airport, 14871 Pioneer Trail, Eden Prairie, MN 55347 tel: 952-942-8800 fax: 952-942-8700 web: ww w.wingsinsurance.aero **** NOTICE: The documents and accompanying a -mail communication may contain confidential and privileged information for the intended recipient only. Further distribution is prohibited without prior approval by the sender. Any viewing, copying or distribution of, or reliance on this message by unintended recipients is prohibited. If you received this message in error, please notify us immediately by replying to this message and delete it from your computer. Agenda Item: 6.d. • 46 L A N D F O R M From Site to Finish 105 South Fifth Avenue Suite 513 Minneapolis, MN 55401 TO: Corcoran Planning Commission FROM: T.J. Hofer through Kendra Lindahl, Landform DATE: June 24, 2020 for the July 2, 2020 Planning Commission Meeting • Tel: 612-252-9070 www.landform.net RE: Final PUD Development Plan for "Bellwether 5nd Addition" (Outlot A, Bellwether 4nd Addition) (city file no. 20-024) REVIEW DEADLINE: September 16, 2020 1. Application Request Pulte Homes of Minnesota, LLC (applicant) has submitted a request for approval of a Final Plat and Final PUD plan application for "Bellwether 5th Addition", a residential development of 46 new single family homes and one outlot on 18.43 acres of property. Only the Final PUD Development Plan is reviewed by the Planning Commission. The Planning Commission recommendation will be forwarded to the City Council. 2. Parks Commission On June 18, 2020 the Parks Commission reviewed the application. The Parks Commission recommended a reduction in the amount of land to be taken as park dedication, an extension of the trail along Jack Pine Lane to constructed now and pedestrian ramps to be added at each of the cul-de-sacs to access the trail on the opposite side of the street. The Parks Commission voted 6-0 to recommend approval with the changes noted above and those changes have been included in the draft resolution. 3. Context Background On June 28, 2018 the City approved rezoning the property to Planned Unit Development (PUD), a preliminary plat and a preliminary PUD plan. The approvals were subject to several conditions which the developer is working to address. On October 11, 2018 the City approved the Final Plat and Final PUD Development plan for the first phase of Bellwether which included 78 single family homes and six outlots. On April 25, 2019 the City approved the Final Plat for Bellwether 2nd Addition and the Final PUD for the 2nd and 3rd phases ♦LNG M EMp Landform® and Site to FinisW are registered service marks of Landform Professional Services, LLC. 9 WP 2 9m YEA RS a • • • • On October 26, 2019 the City approved the Final Plat for Bellwether 3rd Addition. The plat for the 3rd Addition cannot be recorded until the street and utility improvements on the realigned Stieg Road are completed, but some grading work in the 3rd Addition was required to facilitate these improvements. On March 26, 2020 the City approved the Final Plat and Final PUD for the 4th phase. A grading plan was approved as part of the 4th phase that allowed for work to be done on Outlot A, Bellwether 4th Addition in order to help balance the site. Outlot A is now being proposed as Bellwether 5th Addition. This is the fifth of six planned phases. 4. Analysis of Request Staff has reviewed the application for consistency with Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and City Code requirements, as well as City policies. The City Engineer's comments are incorporated into this staff report, the detailed comments are included in the attached engineering memo and the approval conditions require compliance with the memo. A. Level of City Discretion in Decision -Making The City's discretion in approving a final PUD is limited to whether the proposed plan is in substantial conformance with the preliminary PUD development plan. If it meets these standards, the City must approve the final PUD development plan. The City's discretion in approving a final plat is limited to whether the proposed plat meets the standards outlined in the City's subdivision and zoning ordinance. If it meets these standards, the City must approve the final plat. B. Consistency with Ordinance Standards Final PUD Development Plan Staff has reviewed the application for consistency with the approved preliminary plans, as well as City policies. Staff finds that the final PUD development plan is generally consistent with the approved preliminary plans. The applicant has submitted a plan for the fifth phase of the proposed development which includes 46 new single-family homes and one outlot. All the homes proposed in this development will be single- family homes constructed for active adults. The Bellwether (formerly Encore) development is part of the Del Webb development brand, which is an age -restricted community that provides a wide range of property management services and recreational amenities to its residents. The properties are managed by a homeowner's association that provides yard and snow maintenance and are restricted by covenants that require at least one person in the household to be 55 or older. No children are allowed to live in the community. The community is served by a recreational community center. Bellwether 5th Addition Final PUD Plan (20-024) 2 July 2, 2020 • L • Lot Size and Setbacks • The applicant is showing lot sizes and setbacks that are generally consistent with the preliminary plat and preliminary PUD development plan, which allowed 50- and 60-foot wide lots (measured at the setback). The final plat is consistent with those approvals. The site plan should be revised to show a minimum 22-foot driveways for all garages that do not overlap into sidewalks, drives or streets. Additionally, the applicant should revise plans to provide details of the driveway prior to usance of building permit that demonstrate compliance with the approved PUD standards, as required in Condition 17 of Resolution 2018-48. Architecture The applicant has three widths of homes (34-foot, 45-foot, and 50-foot wide homes) that have the option of being finished with five different architectural styles (Prairie, Heartland, Craftsman, Northern Craftsman, and Euro Country). All homes in this phase will be the 45- or 50-foot wide homes. The 45- foot wide homes have four floor plan options and up to five different exterior elevations. The 50-foot wide homes have four floor plan options and up to five different exterior elevations. Architectural exhibits and elevations have previously been approved to comply with Condition 21 of Resolution 2018 48. All homes in this phase must comply with these architectural requirements. Homeowners Association A homeowner's association (HOA) will maintain all common ownership areas of the development, including the open space areas, development signage and cul-de-sac/island plantings. Condition 22 of Resolution 2018-48 requires that a draft of the HOA documents be submitted for City review and approval with the final plat application for all phases. Staff has included a condition that final approval of the PUD development plan and final plat are contingent on the applicant providing amended copies of the Declaration of Covenants and Homeowners Association Documents to the City for review and approval prior to release of the final plat for recording. Landscaping The applicant has provided a final tree preservation plan that conforms to the preliminary development plan. Section 1060.070 of the Zoning Ordinance requires one overstory tree for each single-family home and a variety of landscaping along the perimeter of the site, along the streets, within the private park and adjacent to wetlands. The plan shows overstory trees along each of the public streets in the right-of- way. The even spacing and location of the trees creates a desirable tree canopy along the roads. At the time of preliminary PUD approval trees were required to be in the property owner's yard. Policy now allows for trees in the right-of-way for the 80-foot and the 60-foot rights -of -way (where there is room for the public infrastructure and the trees) but will require that trees be placed outside of the right-of-way in the 50-foot rights -of -way. These trees outside of the right-of-way must be planted prior to issuance of a certificate of occupancy for the adjacent home. Bellwether 5th Addition Final PUD Plan (20-024) 3 July 2, 2020 • • • Plans show trees located in the 50-foot right-of- way along the southeast side of Jack Pine Lane near where it terminates by the future park and along the northside of 102nd Avenue between the intersection with Jack Pine Lane and the cul-de- sac at the terminus of 102nd Avenue. Staff has included that these be moved out of the right-of- way as a condition of approval. Mail Delivery t k�E 4e" rve rfn Y�'?vv e i . clN,-oe-SAc o . Centralized mailbox locations should be shown -� on the landscape plans. The US Postal Service must approve the location of mailboxes. The applicant will need to provide proof of the approved location to the City. • Signage Original approvals granted approval for signage at the main entrance and the secondary entrance off Stieg Road. No signs are proposed for this addition. Streets The street layout and design are consistent with preliminary approvals. Condition 29 of Resolution 2018-48 notes that the HOA is required to maintain all common lots, cul-de-sac landscaping, and ponds. Staff notes that the developer is required to maintain all common areas including boulevard plantings and will be required to enter into a maintenance agreement with the City. Street names provided generally comply with the City's approved Street Map. Section 945.020, Subd. 19 requires temporary cul-de-sacs or hammerhead turnarounds until future connections are constructed. A temporary cul-de-sac as detailed in the Engineer's Memo is required at the western terminus of 102nd Place. A temporary turnaround will not be required at the western terminus of Jack Pine Lane, as Ironwood Court can function as a turnaround. All other roads comply with City standards. Staff is including a condition that the applicant provide temporary easement exhibits for the turnaround on 102nd Place. They will be required to file this easement at Hennepin County. The applicant shall also be required to install barricades and signage to indicate a future road connection, consistent with Section 945.010, Subd.19. The applicant will be required to comply with the conditions in the City Engineer's memo dated June 22, 2020. Bellwether 5th Addition Final PUD Plan (20-024) July 2, 2020 • • Utilities • • Municipal sewer and water are available to serve the site. The applicant will be required to comply with the conditions in the City Engineer's memo dated June 22, 2020. Wetlands The final plans shows several wetlands. The wetland buffers and buffer setbacks provided are consistent with the preliminary plat. Section 1050.010, Subd. 7 requires that monuments be installed at each lot line where it crosses a wetland buffer, and where needed to indicate the contour of the buffer, with a maximum spacing of 200 feet of wetland edge. Plans generally comply with this requirement, but plans should be revised to show the additional missing wetland monuments. City staff will provide the applicant an exhibit to show where additional monuments are needed based on the Code. Staff has include a condition that the applicant revise the plans to show the correct placement for wetland monuments. The applicant shall be required to comply with any additional buffer requirements identified by ECWMC. The City and ECWMC have different wetland buffer and setback requirements. The applicant must show compliance with the most restrictive standard. The City does not allow trails in the wetland buffer, so the trail behind Lots 22-24 must be shifted out of the buffer and will likely require a trail easement. The applicant has indicated that multiple wetlands will be filled. The applicant will have to comply with the Minnesota Wetland Conservation Act and details in the City Engineer's memo dated June 22, 2020. Floodplain The plans show that there are lots located within a 100-year flood plain (Zone A on the FEMA Floodplain map), which is represented as a dashed red line on the plans. Areas within Zone A that do not have a delineated floodway are classified as being in the General Floodplain District. Section 1050.030 of the Zoning Ordinance provides standards for properties within the Floodplain. The applicant will need to work with City staff to apply for a FEMA map change on any future phases with structures in the flood plain that require fill or mitigation. Storm Water Management Stormwater management will be managed on site and the engineer's memo includes conditions to ensure compliance with local, watershed and State standards. A stormwater maintenance agreement must be prepared for each pond, submitted for review and approval by staff and will be required to be recorded with the final plat. The developer has provided 10-foot drainage and utility easements along the front and rear lot lines and five-foot drainage and utility easements along the side lot lines for the single-family lots. This is consistent with the engineering design standards. The applicant will be required to comply with the conditions in the City Engineer's memo dated June 22, 2020. Bellwether 5th Addition Final PUD Plan (20-024) 5 July 2, 2020 • L • • Grading The site was previously approved for grading along with the 411 Addition The applicant will be required to comply with the conditions in the City Engineer's memo dated February 24, 2020. Lighting The applicant has submitted a lighting plan that shows lighting locations. The lights generally are located on the sidewalk side of the street except along Jack Pine Lane between the intersection with 10211 Place and the western terminus of the street. Staff has included a condition that the applicant continue to work with staff to finalize streetlight locations. This phase will include the same lighting fixtures used in the previous phase which conform to City lighting requirements. Staff has included a condition that lighting complies with the lighting requirements of Section 1060.040 of the Zoning Ordinance and are generally located on the sidewalk side of the street. Parks, Trails and Open Space In this addition, the land in the southwest portion of the site is to be dedicated as park land along with off road trails in easements. The original proposal submitted by the applicant showed part of "Outlot A, Bellwether 51h Addition," dedicated to meet park dedication purposes. The applicant is currently proposing to dedicate all of what is to be platted as Outlot A. This area is 4.84 acres, but much of it is wetland area. As part of the 1st addition the City took the southern portion of this wetland as park dedication. The Parks Commission recommended taking only the smaller, contiguous portion to the west. On- and off -road trails are proposed for this phase of the PUD final development plan; however, only off -road trail areas shown in the Comprehensive Plan count toward park dedication requirements. Off - road trails run through the southwest of the 5th Addition and connect the new neighborhood park with the community park to the south and the future expansion of the park to the west when that parcel develops. The off -road trail is part of an option for the future Three Rivers Park District (TRPD) Diamond Lake Regional Trail corridor that had not yet been defined when the PUD was approved in 2018. The City and TRPD both require a 20-foot trail easement, but the TRPD asks for a 10-foot wide trail and the City requires an 8-foot wide trail. Staff asks that the developer work with the City to try to increase the trail width to 10-feet in this phase to be consistent with the TRPD standards. The applicant is showing parts of the proposed off -road trail located in the wetland buffer for Wetland #6. Staff has included a condition for the plans be revised as trails are not allowed within the wetland Bellwether 5th Addition Final PUD Plan (20-024) 6 July 2, 2020 • L • • buffer. Complying with this requirement may require a trail easement on the adjacent lots (Lots 22-24). The applicant should revise the submitted plans to show the proposed trail connection on each sheet, not just the Storm Sewer and Landscape Plans. The Parks Commission recommended extending the trail off of Ironwood to extend to be perpendicular with the sidewalk along Ironwood Court. Additionally, pedestrian ramps across from each of the cul-de- sacs should be added to access the trail on the opposite side of the road should discuss the alignment of the trail to connect to the south. Trails beyond this loop would be constructed when the park is developed in the future. The applicant is showing uses for the park area as "Tot Lot Swings," "Courts" and "Dog Park." The park will be developed and designed by the City when the adjacent parcel to the west develops. The final design may not include the items shown on Pulte's concept. Additional park dedication will be considered as future phases are proposed. To calculate the total contribution to park dedication for each phase of development, a park and trail easement exhibit with gross and net acreage calculations will be required from the developer. Final Plat The applicant is requesting approval of a final PUD development plan for 46 single-family residential home lots and one outlot. If the phase is approved, it would bring the total number of platted lots to 277 out of 398 total lots. The applicant will be providing final PUD plans and final plats for additional phases of the development in the future. Only the City Council reviews the final plat. The Planning Commission will not provide a recommendation on the Final Plat. Development Phasing The developer plans to develop this project in five to six phases. The developer began work in the fall of 2018 and expects completion of the development by 2024. Timing will be contingent upon extension of public infrastructure. The phasing plan may be modified at each stage to better correspond with public improvements. Conclusion Staff finds that the proposed plan is generally consistent with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance, and preliminary PUD approvals. The staff report noted the outstanding issues that must be addressed and staff has included conditions in the attached resolution to address these issues. 5. Recommendation Recommend approval of the draft resolution approving the final PUD development plan for Bellwether 5th Addition. Bellwether 5th Addition Final PUD Plan (20-024) 7 July 2, 2020 • • • Attachments 1. Draft Resolution approving the final PUD development plan 2. Location Map 3. Engineer's Memo dated June 22, 2020 4. Applicant's narrative dated January 21, 2020 5. Final PUD Development Plans and exhibits dated May 19, 2020 6. Final Plat Dated January 22, 2020. Bellwether 5th Addition Final PUD Plan (20-024) July 2, 2020 • City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2020-XX Motion By: Seconded By: July XX, 2020 APPROVING FINAL PLANNED UNIT DEVELOPMENT (PUD) PLAN FOR "BELLWETHER 5nd ADDITION" FOR PULTE HOMES OF MINNESOTA LLC (OUTLOT A, BELLWETHER 4nd ADDITION) (CITY FILE 20-024) WHEREAS, Pulte Homes of Minnesota LLC ("the applicant") has requested approval of a final PUD (planned unit development) plan for "Bellwether 5nd Addition" for 46 new residential lots one outlot in the fifth phase of a multi -phase residential development on 18.43 acres of property legally described as: Outlot A, Bellwether 4nd Addition WHEREAS, the Planning Commission has reviewed the plan at a 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 final PUD development plan, subject to the following conditions: 1. A final PUD plan is approved to allow the creation of 46 lots for new single-family homes and one outlot in accordance with the application materials and plans received by the City on May 19, 2020 except as amended by this resolution. 2. Approval is contingent upon City Council approval of the final plat and development contract. 3. The development shall be subject to all conditions of the "Encore" preliminary PUD development plan approval and all amendments. 4. The development is subject to Elm Creek Watershed Management Commission review and approval. 5. The applicant shall comply with all conditions in the City Engineer's memo dated June 22, 2020. 6. Park dedication is based on the development of the entire Bellwether site approved under the preliminary PUD and shall be the equivalent of 21.98 acres. Park dedication in this phase shall be as follows: a. Park dedication shall be the western portion of Outlot A, as recommended by the Parks and Trails Commission. b. The trail easement shall be 20-feet wide. c. The City requires 8-foot wide paved trails; however, Three Rivers Park District has recently identified this off -road trail as part of the possible Diamond Lake Regional Page 1 of 3 City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2020-XX July XX, 2020 Trail loop. The developer should work with the City to try to increase the trail width in this phase to 10 feet wide per the TRPD standards. d. Plans will be revised to show the trail along Jack Pine Lane to terminate perpendicular to the sidewalk on Ironwood Court. e. Plans will be revised to move the off -road trails outside of the wetland buffers. This may require a trail easement over Lots 22, 23 and 24. f. The developer grade the off -road trail behind Lots 22, 23 and 24 as part of this phase. g. Plans will be revised to show pedestrian cutouts along Jack Pine Lane at the intersection of Ironwood Court and 102nd Avenue. 7. Plans will be revised to show trees located within the right-of-way of streets with a 50-ft. right-of-way outside of the right-of-way. 8. Any request to inspect the required landscaping in order to reduce financial guarantees must be accompanied by recertification/verification of field inspection by the project landscape architect. A letter signed by the project landscape architect verifying plantings have been corrected and is in compliance with the plans and specifications will suffice. 9. All permanent wetland buffer monument signs must be erected along the wetland buffer line as required by Section 1050.010, Subd. 7 of the Zoning Ordinance. a. Additional wetland buffer signs are required on Wetland #6, #7 and #25. The revised plan must be submitted for City review and approval. b. Wetland signs shall be purchased from the City. c. The final locations must be inspected and approved by City staff. d. Monuments and signs shall be installed prior to approval of the building permit. 10. The development shall comply with the City's requirements regarding fire access, fire protection and fire flow calculations, the location of fire hydrants, fire department connections and fire lane signage. 11. Final copies of the amended Declaration of Covenants and Homeowners Association Documents shall be submitted for review and approval. 12. Details of the driveways as required in Condition 17 of Resolution 2018-48 shall be submitted for staff review and approval. 13. Plans shall be revised as follows: a. Show minimum 22-foot driveways in all lots. b. A temporary cul-de-sac is required at the western terminus of 102nd Place. Plans should be revised to reflect City engineering standards for Private Development Turnarounds. 14. Lighting should comply with the lighting requirements of Section 1060.040 of the Zoning Ordinance and generally be located on the sidewalk side of the street. a. The applicant should work with staff to finalize street light locations. Page 2 of 3 City of Corcoran July XX, 2020 County of Hennepin State of Minnesota RESOLUTION NO. 2020-XX 15. The plans show centralized mailbox locations. These mailbox locations shall be approved by the US Postal Service and proof of the approved locations shall be provided to the City, prior to issuance of building permits. 16. Drainage and utility easements must be provided over all wetlands, wetland buffers and ponds. 17. The developer shall work with City staff to apply for a FEMA map change for the areas that require fill or mitigation. 18. The following documents must be approved by the City Attorney and recorded at Hennepin County: a. Stormwater Maintenance Agreement b. Temporary Turnaround Easements c. Maintenance and Encroachment agreements for landscaping in the public right- of-way. 19. The applicant shall provide proof of recording the final plat and related documents at Hennepin County. 20. The applicant shall provide the approved preliminary and final plan drawings to the City in an electronic (AutoCAD) format. VOTING AYE ❑ Thomas, Ron ❑ Bottema, Jon ❑ Dejewski, Brian ❑ Anderson, Thomas ❑ Schultz, Alan VOTING NAY ❑ Thomas, Ron ❑ Bottema, Jon ❑ Dejewski, Brian ❑ Anderson, Thomas ❑ Schultz, Alan Whereupon, said Resolution is hereby declared adopted on this XX day of July 2020. Ron Thomas - Mayor ATTEST: City Seal Jessica Beise — City Clerk/Administrative Services Coordinator Page 3 of 3 Legend Hennepin County Natural Resources Map Wetlands Date: 6/11/2020 Potential Wetland - HCWI Probable Wetland - HCWI tonr�''�7' Probable Wetland - NW I - 5 1 Y� t a ' iy l• ,E #ryam. • 2akJI�� — T7 �.y. At PID: 0111923430011 Address: 52ADDRESS PENDING, Comments: 1 inch = 800 feet A CORCORAN Owner Name: J R & M S MARTIN TRUST Acres: 45.51 This data () is furnished 'AS IS' with no representation as to completeness or accuracy; (ii) is furnished with no warranty of any kind; and (iii) is notsuitable for legal, engineering or surveying purposes. Hennepin County shall not be liable for any damage, injuryor loss resulting from this data. COPYRIGHT ©HENNEPIN COUNTY 2020 Technical Memo To: Kevin Mattson, PE, Director of Public Works From: Kent Torve, P.E. City Engineer Nicholas Wyers Rowdy Schmidt Date: June 22nd, 2020 Subject: Bellwether 5t" Addition - Plan Review V*' V WENCK Responsive partner. Exceptional outcomes. Pulte Homes submitted plans for the Bellwether 5t" Addition for City of Corcoran Review. Plans Dated May 19t", 2020 have been received May 22nd, 2020. The following comments are regarding the plans submitted and should be considered and addressed. Please provide written responses to the comments. The following comments are a result of the first review. Additional reviews to be expected as the project moves forward. 1.0 Transportation 1.1 Temporary cul-de-sac with a curbed perimeter, complete storm sewer improvements and appropriate easements are required on 1O2nd Place. Cul-de- sac shall be placed in a location that is constructible with the corresponding slopes at the end of 1O2nd Place. Easements for the cul-de-sac shall be roadway easements which can be vacated with the future extension of the roadway. 1.2 Ironwood Court will be used as a "T" turnaround for Jack Pine Lane instead of requiring a stub street cul-de-sac. 1.3 The No Parking signs on 1O2nd Place should be moved to the non -sidewalk side of the roadway. 2.0 Trails 2.1 Trail extension along Jack Pine Lane will be required through the intersection of Ironwood Court. Install a pedestrian ramp on Jack Pine Lane at Ironwood Court. 2.2 Install pedestrian ramp on Jack Pine Lane at 1O2nd Avenue. 2.3 The trail along Jack Pine Lane shall be 10' and placed adjacent to the curb. Easements may be required if trail encroaches into side yards. 2.4 Trail to be graded with City Park grading plan. Future trail extension to the south to be graded with this phase of work. Soils beneath the trail section shall be suitable for future trail extension and no wasting of unsuitable soils will be allowed within this footprint. Test pits will be coordinated in field. Wenck Associates, Inc. 1 1800 Pioneer Creek Center I P.O. Box 249 1 Maple Plain, MN 55359-0249 Toll Free 800-472-2232 Main 763-479-4200 Email wenckmp@wenck.com Web wenck.com Engineer's Memo June 22nd, 2020 V^V WENCK Responsive partner. Exceptional outcomes. 3.0 Water 3.1 Watermain at end of 102nd Place shall be stopped at a location short of the properly line which provides frost protection for utility based on sloping to existing grades. Remove valve at western end of 102nd Place. 3.2 Watermain highpoint is at STA 4+00 on Jack Pine Lane. Either install hydrant at this location or lower the watermain to eliminate high point. 3.3 Hydrant spacing to be reviewed by Public Safety (for example, 102nd Place looks to have excessive distance). 3.4 Watermain on Jack Pine Lane shall be extended to the western property line though the park for future looping. A temporary hydrant should be installed at the end of the main. 3.5 A valve should be added on the south leg of the watermain tee at Jack Pine Lane and 102nd Ave. 3.6 Valve prior to City Park shall be moved closer to the Ironwood Court intersection. 4.0 Storm Sewer, Grading and Stormwater The development's approval required (in lieu of a stormwater utility fee) the identification and feasibility for a water resources improvement funded by Pulte since the City has TMDL and other regulatory requirements. A project has been identified involving the future Bellwether phase which drains to the northwest towards CR 116. This project will be presented to developer in the last quarter of 2020. Storm Sewer 4.1 Draintile cleanouts adjacent to one another on Jack Pine Lane at Sta 4+00 on 102nd Ave should be connected to one another. 4.2 Revised grading plan for City Park has been provided. Modify storm sewer system at end of Jack Pine Lane to extend into Outlot A and drain necessary low areas. Verify that pipe sizes will be sufficient for runoff. 4.3 Add sumps to structure F3 and F5. 4.4 Filtration #9 will be modified (see stormwater memo) and the City recommends changing Filtration Basin #9 to a NURP pond with a filtration bench to minimize resident complaints and maintenance. Needs to comply with WMO requirements. 4.4.1 Provide drain tile capacity calculations for Filtration Basin #N9. It appears that additional drain tiles may be necessary. 4.4.2 Filtration Basin #9N outlet appears to be at a 931.2 based on existing surface shots. This elevation does not appear to allow for the basin to be constructible as the top of basin must be higher than indicated on the plans to allow drainage. 4.4.3 Pond modification hall revise the basin to show profiles which would allow the system to operate with adequate pipe slope and filter media sections. 4.5 Provide an OCS on Filtration Basin #9N. 2 T:\2294-Corcoran\33-Pulte Homes\Phase 4\Plan Review\Submittal #1_2020_0122\_Wenck Review\Bellwether 4th Addtion_2020_0204.docx Engineer's Memo June 22nd, 2020 V^V WENCK Responsive partner. Exceptional outcomes. 4.6 A 15' maintenance access within a drainage and utility easement is required to access the OCS. Access location and grade to be reviewed Public Works. 4.7 Provide additional storm sewer on 102nd Place west of Jack Pine Lane. 4.8 Placement of storm structures F21 and F22 appear infeasible with temporary grading shown. Provide revised plan for drainage in this area which collects all runoff and does not impact adjacent property. 4.9 Eliminate 1.7' drop in F11, revise grade to have continuous grade from F17-F3. 4.10 Forebay required for filtration basin. Forebay should be sized for a volume of 10% of the water quality treatment runoff volume. 4.11 An outlet structure should be installed at the discharge of the filtration basin. Grading 4.12 Revised contours and grading plan will be provided for early grading that was requested by developer for Phase 4. 4.13 Contractor to pothole soils beneath the future trail areas within the City Park to verify materials are adequate for trail construction. Stormwater Modeling See attached Wetland 25 stormwater memo. 4.14 Provide NWL of wetlands. 4.15 Wetland 7 and Wetland 7A have differing HWLs and should be consistent or justified. 5.0 Erosion Control 5.1 City of Corcoran is an MS4 city and site visits to be conducted weekly 5.2 Compliance with developer's (owner) MS4 permit will be monitored. 6.0 General 6.1 Indicate how Lots 1 of Block 3 and Lot 9 of Block 2 will be buildable. Considerations shall be made for access, sloping onto existing parcel and maintaining drainage within the site. 6.2 2020 detail plates to be incorporated in plan set 6.3 Street lighting plan to be reviewed by City Staff 6.4 Revise wetland buffer signs to be installed at angle points and property lines. Some of signs are not shown on wetland buffer. 7.0 Plat 7.1 Provide drainage and utility easement over all of Outlot A. 7.2 Review Lot 11 of Block 3 and Lot 20 of Block 1 to remove the misshaped portions and cover with a more continuous easement. 7.3 Ensure drainage and utility easement in Lots 22, 23, and 24 Block 1 cover the HWL of the adjacent wetland. 3 T:\2294-Corcoran\33-Pulte Homes\Phase 4\Plan Review\Submittal #1_2020_0122\_Wenck Review\Bellwether 4th Addtion_2020_0204.docx Engineer's Memo June 22nd, 2020 V^V WENCK Responsive partner. Exceptional outcomes. 7.4 Ensure drainage and utility easements on Lots 21 and 22 of Block 1 fully cover drainage swale through the lots. 7.5 The side yard easement for Lot 1 Block 3 should be 14' per review comments and responses provided during the 4th Addition. 7.6 Easements shall be provided for all future trails shown on the plan as part of the regional trail plan. This includes but is not limited to Lots 22, 23 and 24 Block 1. 2 T:\2294-Corcoran\33-Pulte Homes\Phase 4\Plan Review\Submittal *1_2020_0122\_wenck Review\Bellwether 4th Addtion_2020_0204.docx Engineer's Memo June 22nd, 2020 Attachment A V^V WENCK Responsive partner. Exceptional outcomes. T:\2294-Corcoran\33-Pulte Homes\Phase 4\Plan Review\Submittal *1_2020_0122\_wenck Review\Bellwether 4th Addtion_2020_0204.docx Technical Memo To: Kevin Mattson, PE, Public Works Director From: Danielle Tourtillott, EIT Kent Torve, PE Date: June 22, 2020 Subject: Wetland 25 NWL V^A V WENCK Responsive partner. Exceptional outcomes. Background and Pre -Development Flow Path The purpose of this memorandum is to review the proposed outlet elevation and therefore Normal Water Level (NWL) of Wet 25 in Phase 5 of the Bellwether Development. Under existing conditions, Wet 25 discharged overland (west) towards the large Wet 4 complex (Attachment A). The delineated edge is shown as 930/931 and for proposed conditions, the developer's analysis assumes the delineated edge / NWL remains at 930.0, however this assumption relies on natural infiltration and/or evaporation, which is unlikely in heavy soils within a wetland surrounded by urban development. Current Plans Outlet and Wetland Impact Current plans have the pipe to CBMH F3 set at 932.2 which is approximately two feet above the existing edge of 930 +/- and will create a future NWL of 932.2, which has following impacts: • This is considered a wetland impact, • Reduces flood storage, and therefore • Affects the model's rate control for offsite flow to the west. o Existing conditions show the 100-year flow from Wetland 25 to Wetland 4 is 8.6 CFS. Proposed conditions need to match this discharge rate. Model and Plan Modifications A summary of modifications include: • Establish the piped outlet from Wet 25 at 930.7 (existing delineated edge) • Direct pipe discharge to Wet #7 (bypass Pond 9N) • Show NWL and HWL on grading plan. Additional Information • Show EOF spot elevation at west property boundary for Wet 25 • Document pre -development (existing) HWL is higher or equal to post development HWL. • Document that the post development rates across adjacent development are equal or less than pre -development. Wenck I Colorado I Georgia I Minnesota I North Dakota I Wyoming Toll Free 800-472-2232 Web wenck.com Engineer's Memo June 22nd, 2020 Attachment A V^V WENCK Responsive partner. Exceptional outcomes. T:\2294-Corcoran\33-Pulte Homes\Phase 4\Plan Review\Submittal *1_2020_0122\_wenck Review\Bellwether 4th Addtion_2020_0204.docx or r f 0 A" 411— ♦ Q r, r"-.. Y. Y / CV CM C7 Sr- ,tt. J 40 IN _"�c �♦ Ir,w X w N *` IF - Iir+ •Y � r Q� V� J "Bellwether 5th Addition" APPLICATION FOR: PUD Final Development Plan, Final Plat 5th Addition CORCORAN, MINNESOTA May 19, 2020 Introduction Pulte Homes of Minnesota, LLC ("Pulte") is pleased to be submitting this application. In previous years we submitted and received approval for the Preliminary Plat,1st Addition, 2nd Addition, 3rd Addition, and 4' Additions of Bellwether. We are now submitting the continuation of Bellwether as the 5th Addition. Pulte will act as both developer of the property and builder of the homes within Bellwether. The primary contact for Pulte is: Chad Onsgard, Director of Development 7500 Flying Cloud Drive, Suite 670 Eden Prairie, MN 55344 952-229-0723 Chad. Onsgard(5)PultegrouP.com Property Legal Description Outlot A, Bellwether 4th Addition. Bellwether 4th Addition Final Plat & Final PUD Plan The final plat for the 5th Addition is consistent with the approved preliminary plat. 1 We Build Consumer Inspired Homes and Communities to Make Lives Better Scope & Boundary Outlot A, Bellwether 4t" Addition will be platted into 46 lots and 1 Outlot. Utilities and streets will be extended from the 4t" addition, which will also include trails and sidewalks to the future park. Park Dedication The Park Dedication was satisfied as part of the 1st Addition plat, which includes the park Outlot as part of this application. Right -of -Way Dedication Required Right of Way will be dedicated along public streets as well as required drainage and utility easements for drainage areas and ponding. The Homes The homes and architecture will be consistent with Preliminary Plat and previous approvals. 2 2 LOCATION MAP RWCRRS 7j DAYTDN w w l a. SHEET INDEX TABLE SHEET Description 1 Title Sheet 2-5 Final Street Plan 6 Pedestrian Ramp Details 7-10 Final Sanitary Sewer & Watennain Plan 11-13 Final Storm Sewer Plan 14-16 Final Grading Plan 17 Final Erosion Control Plan 18-23 1 Construction Details PREPARED BY PREPARED FOR WAVZATA, MINNESOTA 55391 SUITE 670 EDEN PRAIRIE, MN 55344 PHONE:(952)-01N 00 / FAX (962)4]fi-0104 CONTACT: CHAD ONSGARD —DKB \ / "y -, CONTACT: ROBERTS. HRE.COO, P. E. PHONE: (952)22&0]23 EMAIL: MOLSTAD(�SATHRE.COM EMAIL:CHAD.ONSGARD(jPULTEGROUP.COM 55 j I P.,ntln E DESIGN DATA LOT COUNT (5TH ADDITION) -46LOTS 44FT, 50FT&60FT LOTS X+/-125FT DEEP ���-,a FVSB-25 FT (50 FT&66 FT ROWS) // / / / ]ii - - Y' / - - FVSB-20 FT(60 FT ROW) SVSB-5FT/5FT p CRNR - 20 FT g RVSB - 25 FT EXT / 20 FT (OTHERS) 60 FT ROW (32 FT B-B) 50 FT ROW (28 FT B-B) 66 FT ROW COLLECTOR (36 FT B-B) 3 = 5 FT WALKS / 8 FT TRAILS 3�? NQ RZ" J o 100 5II0 I0I 50 100 2 I00 a rl-rl��l-rl-�lALQ Q Q Q Ld SCE IN FEET �,0a DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. TI - BW 5TH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I 6R5 S� - TITLE SHEET AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE � RAF' 72905-313 DRAWN BY SAID AUTHORIZATION CONSTITUTES EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT � o SATHRE-BERGQUIST, INC. - - - - - - - - - - - - - - - - - - - - - - SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w m MJV INDEMNIFY SATHRE-BERGQUIST, INC. OFALL RESPONSIBILITY. o _ _ _ _ _ _ _ _ _ _ _ _ BELLWETHER 5TH ADDITION CHECKEDBY S ���- ,,,, � SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE 150 SOUTH BROADWAV WAYZATA, MN. 55391 (952) 47G6000 CORCORAN, m y RSM - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING s �� M I N N E SOTA P U LTE HOMES OF M I N N ESOTA, LLC DATE FROM ILLEGITIMATE USE. ROBERT S. O _,n P.E. "4• -- --- ---------------- Date: OS%l9/�-O Lic. No. Z�pI-/�LB Fqs PAP 05/19/20 23 NMI il_0E III i'\ij°III (II J ��IIIIIIIII� - NOTES 1. 4" DRAINTILE SHALL BE INSTALLED AT THE LOWPOINT CATCH BASINS 250' MIN. (STD) IN EACH DIRECTION & 150' IN THE UPHILL DIRECTION FOR ON SLOPE CATCH BASINS. 2. 6" PERFORATED DRAINTILE SHALL BE INSTALLED THROUGH THE INFILTRATION/FILTRATION AREAS AS SHOWN ON THE PLANS. SEE THE "TYPICAL DETAIL - INFILTRATION/FILTRATION AREA' ON GRADING PLAN, SHEET 14 FOR INSTALLATION PURPOSES. 3. 6"PERFORATED REAR YARD DRAINTILE NOT WITH THE INFILTRATION/FILTRATION AREAS SHALL COMPLY TO CITY DETAIL STO-14. 4. TIE THE LAST 6 PIPE JOINTS TO FLARED END SECTIONS (TYPICAL). 5. TRASH GUARDS SHALL BE PLACED ON ALL FLARED END SECTIONS. 6. TIE ALL JOINTS ON STORM SEWER BETWEEN APRONS AND OC STRUCTURES AND ALL CULVERT APRONS. 7. WIMCO'S OR APPROVED EQUAL TO BE INSTALLED AT ALL STORM INLETS. SEE CITY DETAILS EROAA, EROAC, AND ER04D. 8. GRANULAR MATERIAL SHALL BE PLACED UNDER STORM SEWER PIPE OR STRUCTURES THAT ARE LESS THAN 48" BELOW FINISHED GRADE AND EXTEND TO AT LEAST 48" BELOW FINISHED GRADE. 9. RIP -RAP FOR STORM SEWER SHALL BE CONSTRUCTED USING GRANITE ROCK,T DIAMETER OR LARGER AND SHALL BE HAND PLACED. 10. ALL ADJUSTING RINGS TO BE CONCRETE. 11. ALL STORM STRUCTURES SHALL BE PRECAST OR POURED IN PLACE. NO BLOCK STRUCTURES ALLOWED. 12. INSTALLATION OF CLASS 3 RIP -RAP WITH FABRIC BETWEEN PONDS 7A & 7B SHALL BE SLOPED TO CREATE CHANNEL TO DIRECT WATER AWAY FROM REAR YARDS. X5 X6 X6 X5 X3 X3 X3 X3 EOF #1 X1 933.1 X2 931.5 X3 933.5 X4 932.0 X5 932.0 X6 931.8 1 EOF DETAIL (ELEVATIONS TO TOP OF BERM) STRUCTURETABLE STRUCTURE NAME TYPE DIAMETER RIM BUILD INV CASTING NOTES F2 CBMH 48" 939.7 8.0' 931.7 R3067 F3 CBMH 84" 939.8 8.0' 931.8 R3067 F5 STMH 48" 942.7 9.2' 933.5 R-1642 F6 CBMH 48" 940.9 6.8' 934.1 R 3067 F7 CBMH 48" 940.9 6.5' 934.4 R3067 FS CB 27" 939.0 4.0' 935.0 R-4342 F9 CBMH 48" 941.6 4.6' 937.0 R3067 F10 CB 2-1- 941.6 4.0' 937.6 R3067 F11 CBMH 48" 941.5 5.8' 935.7 R3067 F12 CBMH 48" 940.9 5.0' 935.9 R3067 F13 STMH 48" 943.0 6.4' 936.6 R-1642 F14 CBMH 48" 941.6 4.6' 937.0 R3067 F15 CB 2k3' 941.6 4.0' 937.6 R3067 F16 CB 2-1- 940.9 4.0' 936.9 R3067 F17 CBMH 48" 943.4 4.3' 939.1 R3067 Fib CB 2k3' 944.4 4.0' 940.4 R3067 F20 STMH 48" 937.9 2.8' 935.1 R-1642 F21 CBMH 48" 945.4 4.6' 940.8 R3067 F22 CB 2k3' 945.4 4.0' 941.4 R3067 FES TABLE Structure Name TYPE SIZE (IN.) INV C.Y. RIP RAP F1 FES 24 931.5 13 F4 FES 24 930.5 13 F19 FES 15 935.0 9 2AWING NAME NO. BY DATE I REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS SS - BW 5TH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY - - - - - - - SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THEMJV LAWS OF THE STATE OF MINNESOTA. o w N SAT H RE-BERGQUIST, INC. 7HECKED BY - - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S y1��� m ,,., y 150 SOUTH BROADWAY WAY 1, MN. 55391 (952) 476-6000 REM USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING cIFRs DATE - -- --- ---------------- FROM ILLEGITMATE USE. ROBERTS. OL TAD, P.E. OS' -L� Z(pl-lZB 05/19Y20 Dale: Lic. No. CITY CORCORAN, MINNESOTA NORTH 100 50 0 50 100 200 n_nh_n_�❑❑❑❑d n SCALE IN FEET FILE NO. STORM SEWER PLAN 1 72905-313 BELLWETHER 5TH ADDITION 1 11 PULTE HOMES OF MINNESOTA, LLC / 23 2 0 U W W M M v 0 N 19 y SUGGESTED PLANT LIST I T-- I' A - — / �� ; v \ v A\ T MINIMUM CALIPER FOR STREET TREES - 2 %" CAL. BB _ KEY COMMON BOTANICAL v 1 A V A/ \ \ \ 7r V AV 1A H HACKBERRV Cali occidentalis 55 M MAPLE * Variety Availability 2 M_1 SUGAR MAPLE ** Variety Availability 4 XET B I ALTERNATE TREE SPECIES J IF I F <\ \ o = — \ \ \9 ys\ \ \ L A I / i a \ / * AUTUMN BLAZE Acer x Freemani JeHersred' EMERALD LUSTRE Acer plataneides Pond' GREEN MOUNTAIN Acer sacch hunt Green Mountain' NORTHWOOD Acer rubrum'Nodhwood' SIENNA GLEN Acerx freenn ii'Sienna' *;p GREEN MOUNTAIN Acer saccharum'Green Mountain' AUTUMN BLAZE Acer x Ffeemanii'Jeffersred' ;p;k* RED OAK Quercus cobra NORTHERN PIN OAK (Light soils only) Quercus ellipsoldalis *�.** SCOTCH PINE Pinus sylvestria PONDEROSA PINE Pinus ponderosa (12- HT. Be OR MACHINE -TRIMMED 3' ABOVE GRADE SCOTCH PINE Pinus sylvestna NORWAY PINE Pinus vesinosa COLORADO SPRUCE Pima pungens BLACK HILLS SPRUCE Picea itlance dereata \ 1 I Shade TOTAL NUMBER REQUIRED :.........................11 ) I �T/. I \ i / m / I TOTAL NUMBER SHOWN..............................11 PRE \ `\ / �OND#8N \ / ` T �,\ \V % /NWL_�35.5 / `.,._ ',._ -/ AAv / a/ v - OS Notes: 1. Some trees have been placed non -typical to avoid encroachments with existing and proposed utilities. </ - -- - /, \ \ % \ dam 2. Final tree varieties and selection will be based on -- y species availability at time of final plat. — ° / = —eAz' / \ 3. In areas with sidewalks and a minimum 6' wide \ \\. � - _— boulevard, plant trees 3' back of curb. 4. In areas with sidewalks and a boulevard less — v \< } \ 4 I r \ / Wa -942" —/ than 6 wide, plant trees 3' back of sidewalks. A —!— 5. In areas with no sidewalks and 60 or larger ROW's, plant trees 3' back of curb. No trees �� -, �, �`•v�— vv / ,. / v� �v %�� v v allowed in ROWS 50' or less. I 6. All lots to be sodded with irrigation. \ � 1 7-- I y — i t - M 1=- H ld�M 1_ � 4y i ) y `� �� �j. r /i i-C i' �� V - �-t=—J L - 50 25 0 25 50 100 � _.. I fi SCALE IN FEET I�` �� -- rnst Asps crates Laridsca e ` c�ii"iQe'�1s° EXISTING LRILRIES SHOWN ARE SHOWN IN AN APPROXIMATE WAYONLY. THE CONTRACTOR SHALL DETERMINE THEE CT / LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. 1949 WOodstone Lane Victoria, N4N 55386 952 283-1415 REVISION 1123/19 5119120 DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. STREET TREE FILE NO. S - SHEETS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I E¢RS �q�` T __ DRAWN BY _ SATHRE-BERGQUIST,INC.'s EXPRESS WRITTEN AUTHORIZATION. USEWITHOUT AM A DULY REGISTERED PROFESSIONAL LANDSCAPE ARCHITECT c / -I LANDSCAPE PLAN - S 72905-313 ERJ -- -- -- -- -- a 2, ~NS THRE—BERGQUIST, INC. SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY UNDER T LAWS OF THE STATE OF MINNESOTA. _ °n -- -- -- --- ----- INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. / CORCORAN BELLWETHER CJ TI I ADDITION LP. CHECKED BY _ _ — — _ — — — — — — — SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE /� - - _ 7 m ..., f h 150 SOU BROADWAY WAYZATA, MN. 55391 (952) 476-1 r RSM _ _ _ _ — — USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING CCCGGG/-T�1�4/�/ N M I N N E SOTA DATE FROM ILLEGITMATE USE. GENE F. ERNST, PLA. Z Z 9% c4FRs PAP?�'� j :,�,;'� L Date: • /G • /8 Lic. No. 04/17/18 1133 SUGGESTED PLANT LIST / \ __ / ,. o •' �` / :\�_ \ PON0 #7A / // !�� -,� _ MINIMUM CALIPER FOR STREET TREES - 2 1/2" CAL. BB P� �/ � i , — / / % 7 x ucv cnmranu wnreulcer _ 6 PE v / M , M � - HAsi M -1 so j m �\ i p PE v)�00 x 300 Pla field yf v �, ,� PE i /PE mature City Pare- �3z�� PE �PE >v �v �,r�.E°° PEA\ PE PE Dog E 0 h /� Park S1 E \ 4�f_o. r pia Refer to sheet LP/1E9i of r � \ / v /M��aP>m e_,c' P PE % �v \v ��v v �v�� vv�'xyv �> � PE ♦ / // � ��� ♦ v v v ,< PE / iP I/ ��I/1 �� a PE.IN -933 // ♦ M \ o A Hi 34' A , O City Park / �� i�PE PE E /v�Ey� Schober Park" o �I E \>,,\ N Hf �►��N m v Z �y�_ y, ,vim %>;� v / ' i L PE 1� V A J 4/I ,z-e A� — M ei i� �rr I � F+ /�' I ii III. iiI I Ili �fii� / C �ii • -DE--JAC ID �. �6° iC \ \ I ® �\4 for a tin I Refer to.SheeY�P/1! g deta� T � E01 0 P U00 E I2-2V �� PE a'A PEA r NET , 's 0A 12�4,J A \ /T t Lot Swingy - a gsa e ' T i� / \/ /// Ti 1 Buffer Encroachment - Wetland #6 rAL�/� forTra N � EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT HWL _WRAssoctates Landscape Architects LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY C� AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. 1949 Woodstone Lane Utchorta 1UIN 55386 952 283-1415 REVISION 1/23/19 5119/20 H HACKBERRY Gains oocidentalis 10 M MAPLE * Variety Availability 15 PE PRINCETON ELM UlmusAmericana Princeton' 37 ALTERNATE TREE SPECIES ;r AUTUMN BLAZE Acerx Freemanii Jeffenued EMERALD LUSTRE Acer Platanoides Pond' GREEN MOUNTAIN Acer saccharum Green Mountain NORTHWOOD Acer rubrum'Noahwood' SIENNA GLEN Acer x f eemanii sienna' ** GREEN MOUNTAIN Acer saccharum'Green Mountain' AUTUMN BLAZE Acer x Freemanii'Jeffenned' RED OAK Quercus rubra NORTHERN PIN OAK (Light soils only) Quercus elli soidalis **** SCOTCH PINE Pinus sylvestria PONDEROSA PINE Pinus Ponderosa (12- HT. Be OR MACHINE -TRIMMED 3' ABOVE GRADE SCOTCH PINE Pinus sylvestria NORWAY PINE Pinus vesinosa COLORADO SPRUCE Rican pungens BLACK HILLS SPRUCE Pima glance densata Shade TOTAL NUMBER REQUIRED ..........................62 TOTAL NUMBER SHOWN..............................62 Notes: 1. Some trees have been placed non -typical to avoid encroachments with existing and proposed utilities. 2. Final tree varieties and selection will be based on species availability at time of final plat. 3. In areas with sidewalks and a minimum 6' wide boulevard, plant trees 3' back of curb. 4. In areas with sidewalks and a boulevard less than 6' wide, plant trees 3' back of sidewalks. 5. In areas with no sidewalks and 60' or larger ROWS, plant trees 3' back of curb. No trees allowed In ROW's 50' or less. 6. All lots to be sodded with irrigation. 25 0 i I DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. STREET TREE S - SHEETS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 �ERs s01,` F� DRAWN BY SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY R GISTERED PROFESSIONAL LANDSCAPE ARCHITECT �`' F, LAN LANDSCAPE PLAN _ Ce -- --------------- _ SATHRE-BERGQUIST INC. ERJ SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY UNDER TH AWS OF THE STATE OF MINNESOTA. ,� �'" m -- --- -- -- -- -- INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. ' CORCORAN BELLWETHER 5TH ADDITION CHECKED BY — — SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m ti- m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 r RSM _ __ __ — — — — — USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FRs P`P MINNESOTA PULTE filllVlle� Uf. iv�llvwt�u /�, LLI, DATE FROM ILLEGITMATE USE. GENE F. ERNST, PLA. cti ��0 04/17/18 Date: 7• �. • !S Lie. No. 7 22' \\ I �/,z s� 5Q�`yJ` / 100 Ell 2"4 i SCALE IN FEET FILE NO. 72905-313 LP 2 BELLWETHER 5TH ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Pulte Homes of Minnesota, LLC, a Minnesota limited liability company, owner of the following described property situated in the State of Minnesota, County of Hennepin, to wit: OUTLOT A, BELLWETHER 4TH ADDITION. Has caused the same to be surveyed and platted as BELLWETHER 5TH ADDITION and does hereby dedicate to the public for public use the public ways and the easements for drainage and utility purposes as created by this plat. In witness whereof said Pulte Homes of Minnesota, LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of 2020. Pulte Homes of Minnesota, LLC Jamie Tharp, Chief Manager STATE OF MINNESOTA, COUNTY OF This instrument was acknowledged before me this company, on behalf of the company. day of 2020, by Jamie Tharp, Chief Manager of Pulte Homes of Minnesota, LLC, a Minnesota limited liability My Commission Expires: Notary Public, County, Minnesota Notary Printed Name SURVEYOR CERTIFICATE I Jared J. Averbeck do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been or will be correctly set within one year; that all water boundaries and wet lands, as defined by Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 2020. Jared J. Averbeck, Licensed Land Surveyor Minnesota License No. 53642 STATE OF MINNESOTA, COUNTY OF HENNEPIN This instrument was acknowledged before me this Notary Public, Hennepin County, Minnesota day of , 2020, by Jared J. Averbeck. Notary Printed Name My Commission Expires: CITY COUNCIL, CITY OF CORCORAN, MINNESOTA This plat of BELLWETHER 5TH ADDITION was approved and accepted by the City Council of the City of Corcoran, Minnesota at a regular meeting thereof held this day of 2020, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Corcoran, Minnesota By: , Mayor By: , Clerk RESIDENT AND REAL ESTATE SERVICES, Hennepin County, Minnesota I hereby certify that taxes payable in and prior years have been paid for land described on this plat, dated this Mark V. Chapin, County Auditor LN Deputy SURVEY DIVISION Hennepin County, Minnesota Pursuant to Minnesota Statutes Section 38313.565 (1969), this plat has been approved this Chris F. Mavis, County Surveyor LE day of COUNTY RECORDER Hennepin County, Minnesota I hereby certify that the within plat of BELLWETHER 5TH ADDITION was recorded in this office this Martin McCormick, County Recorder By: Deputy OPc�F _ Uj N w N ctiF Q7 RS pL SATHRE-BERGQUIST, INC. day of P 2020. 2020. day of P 2020, at o'clock M. \ o \A/ F— T I I F— �� � �O RI B L� L_ L_ L_ V V L_ I — \ 100 50 0 50 100 200 'n 1 L)11 SCALE IN FEET The basis for the bearing system is the west line of OUTLOT D, BELLWETHER 2ND \ \ \ ADDITION and is assumed to bear North 01 degrees 11 minutes 45 seconds East. \ o 10 7 O Denotes a 1/2 inch by 14 inch iron pipe set and marked by License No. 53642. \ • Denotes a 1/2 inch pipe found and marked by License 1 No. 53642, unless shown otherwise. �� /1 � QQ Denotes a Found Cast -Iron -Monument 5� t 4 \ \ IV630 03, \ 4� A /r, /S VC i // 8 •Y \ 7 N�2 044 � / M A r� r� ! 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L o� 54.9 INSET A tiR6,o .- �a��' �__ S17°15'05"W W SEE SHEET 2 OF 2 SHEETS `��. ��—� 50.56 �O ��,� S09037'42"W o �j�O 2 , 50.41 C) Z � C� � \�1 oQ �SO1°05'00"W h w 100.11 /1 I I T I /1 T U I L _ �/ I /—� °`°' � �S26°2O'51 "E ��� / 50.53 U10 o D o w oN° \ __EDGE OF__—_ O a WET LANDjNN o oir U� WET LAND fowz oICE WET LAND 3 N / /\ S/8�0Z $01 0 ' 2► 0,36do �570W J W / .I `'m(V \ as46001,/9n s�� 53.6g W tis o 0 , OUTLOT A �s290 , 60 �0 N83 13'59"W`sue, 696 74.24 g0''5 HENN. CO. C.I.M. HENN. CO. C.I.M. �� SE CORNER OF S. 1/4 CORNER OF — / — / S450 14 10 W SEC.01, T.119, R.23 SEC.01, T.119, R.23 \� WET LAND /�'124.55 • S. LINE OF SE 1/4 OF _ ^ / S89041'35"W 1261.80 N89041'35"E 1404.09 SEC.01, T.119, R.23 / J/ A T I I r— L� L_ L_ L_ V V L_ I r I L_ I\ SHEET 1 OF 2 SHEETS 50 25 0 25 50 100 SCALE IN FEET The basis for the bearing system is the west line of OUTLOT D, BELLWETHER 2ND ADDITION and is assumed to bear North 01 degrees 11 minutes 45 seconds East. 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NOT TO SCALE Ica°/�`L',p°� I C, �41�42135 • Denotes a 1/2 inch pipe found and marked by License No. 53642, unless shown otherwise. StjRb6` L _ P N w co N ctiF P��� RS pL 01,13 Being 5 feet in width and adjoining lot lines, unless otherwise 0� /�% �`L,;� ors 70 indicated, and 10 feet in width and adjoining right of way lines, ' h�/ / 0� •�� �`�' 1`�43. 7° 770 unless otherwise indicated, as shown on the plat. 25.0 �/ ro0�0 p R310°42 57" / /< 00 -41°43'S4" ° / " �,� 22 / 50.0p25°p ( / / �� O -y �So N ° �3\ ^ o° 38 20'S7„w 6RS, / / / �,5�h Q\\��-S 000to 7l o \ P 71-11, 00 s9 24 I �r \/ C� S 0 cDro '51 �6 �- �I//�22Q0/ I N53002' 12"W / rLDc \�\T1 O 65.86 Dc - <-jg SATHRE-BERGQUIST, INC. :,10.04 71.15 69.63 N44006146 "W N53002' 12"W SHEET 2 OF 2 SHEETS Agenda Item 7a. MEMORANDUM L A N D F O R M From Site to Finish • 105 South Fifth Street, Suite 513 Minneapolis, MN 55401 DATE June 15, 2020 ................................._......................................................................................................................................................................................................... TO Brad Martens ................................._......................................................................................................................................................................................................... cc City Council, Planning Commission, Parks & Trails Commission FROM Kendra Lindahl, City Planner .................................. _. RE Active Corcoran Planning Applications ........ ..........._. Projects/Comments in blue italics are new Project marked with an * have moved from active to approved The following is a summary of project status for current, active projects: 0 Tel: 612-252-9070 Fax: 612-252-9077 www.landform.net 1. Corcoran Self Storage PUD Amendment (city file no. 20-009). The applicant is requesting an amendment to the phasing plan for the project. Staff is currently reviewing the application for completeness, but it appears that the request may be administratively approved. The application is incomplete pending additional information from the applicant. 2. Corcoran Crossroads Administrative Permit and Variances at 7625 County Road 116 (city file 20-014). The new owner of Corcoran Crossroads has applied for an administrative permit for expansion of the existing legal, non -conforming canopy structure and sign variances. Staff will review the application and if it complies with the ordinance, it may be administratively approved. The application for the variances is scheduled for the July 2nd meeting and City Council will review on July 23rd. 3. Karineimi Addition Preliminary Plat at 6780 Rolling Hills Road and 6855 Willow Drive (PID 33- 119-23-22-0004 and 33-119-23-21-0001) (City file 20-0016). The applicant has submitted a preliminary plat to create four lots from the newly created Lot 1, Block 1, Rolling Hills Acres and the adjacent 40 acres to the east. The 40-acre parcel have four development rights which will be used for the subdivision. The application reviewed at a public hearing at the Planning Commission on June 41n and City action is expected on June 25rn 4. Comprehensive Plan Amendment, Rezoning, Preliminary Plat and Preliminary PUD Development Plan for "Tavera" at the property at the northwest corner of Hackamore Road and County Road 116 (PID 35-119-23-44-0001, 35-119-23-11-0001, 35-119-23-12-0002, 35-119-23-41- 0001 and 35-119-23-43-0001) (City File 20-017). The applicant has submitted an application for development of 549 homes on the 273.57-acre site. The Council reviewed an EAW and Concept plan for the site earlier this year. The project includes a mix of single-family, villa, twinhome and townhome units. The phasing plan shows development in 8 phases. The application was reviewed by the Parks and Trails Commission review on May 21st and a public hearing was held at the Planning Commission on June 41n. City Council action is expected on June 251n 5. Conditional Use Permit and Variance for the Tom Spanier property located at 10580 Cain Road (PID 02-119-23-23-004) (city file no. 20-019) (City File 20-019). The applicant has requested approval of a conditional use permit and variance for an accessory building. This project was reviewed and approved in 2015 and was never built. The approvals expired after one year on November 23, 2016. The applicant is now ready to move forward with the project and is requesting approval again with no changes. The application was reviewed at a public hearing at the Planning Commission on June 4tn and City Council action is expected on June 25rn Landform®, SensiblyGreen® and Site to Finish® are registered service marks of Landform Professional Services, LLC. 1 6. Sign Variance for the Marathon/Tom Thumb at 9350 County Road (PID 07-119-23-43-0004) (City File 20-020). The applicant has submitted a variance application to allow the number of and square footage of freestanding and wall signage to exceed what is allowed by ordinance. The application is scheduled for review at the Planning Commission on July 2nd and City Council action on July 23rd Encroachment agreement on 70t" Avenue to provide access to PID 26-119-23-33-0001 (city file 20-021). The property owner is planning to construct a new home on this vacant parcel. The existing 70t" Avenue right-of-way extends to the property line but the road improvements stop short. The property owner will need an encroachment agreement to build a private driveway from the existing cul de sac over the unimproved right-of-way to the property line. Once the request is complete, it would be scheduled for Council approval. 8. Site Plan, Conditional Use Permit and Variance for Nelson International at 10409 CR 101 (PID 01-119-23-41-0001) (city file no. 20-022). The Council reviewed a concept plan for this site in January. The project is a new 35,000 sq. ft. building for truck sales and service. The application is currently incomplete as the City completes feasibility studies for the planned infrastructure. The items will be scheduled for Planning Commission and Council review once it is complete. This item is tentatively planned for the August meetings. 9. Eagle Brook Church Site Plan, Conditional Use Permit and Preliminary Plat for the Property located at 7015 201 Avenue (PID 36-119-23-44-0008, 36-119-23-44-0010, 36-119-23-44-0009, 36- 119-23-44-0013, 36-119-23-44-0014) (city file no. 20-023). The applicant is requesting approval to combine the existing parcels into one lot for a 70, 000 square foot church and one outlot for future development. The application is scheduled for a public hearing at the July 2nd Planning Commission meeting and City Council action on July 23rd 10. Final PUD Development Plan, Final Plat and Easement Vacation for "Bellwether 51 Addition" (Outlot A, Bellwether 4t" Addition) (city file no. 20-024). Pu/te Homes of Minnesota, LLC has submitted a request for approval of a Final Plat and Final PUD plan application for "Bellwether 5th Addition", a residential development of 46 new single-family homes and one outlot on 18.43 acres of property. The application includes vacation of the existing drainage and utility easement over the outlot. The application is scheduled for Parks and Trails Commission review on June 181t', Planning Commission review on July 2nd and Council action on July 23rd Also, there are several 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. Staff has spoken to the applicant and will schedule a meeting when more information is available on the Loretto sewer project. Hope Ministries Conditional Use Permit for Cemetery and Vacation of Drainage & Utility Easement at 19951 Oswald Farm Road (City file 12-002). Hope Ministries 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. The applicant has indicated that they are considering a site plan amendment application to modify the approved plans. Staff met again with Pastor Brian Lother in July 2017 to discuss the outstanding issues and future expansion plans on the property. 3. Sawgrass Preliminary Plat, Preliminary PUD Development Plan and Rezoning for Schendel property at 20400 County Road 10 (City file 14-027). The City Council approved the request on December 11, 2014 and granted the applicant 2 years to apply for the final plat and final PUD development plan. Peachtree Partners did not buy the property, but a different developer could still proceed with the approved plan. Several extensions have been approved. The landowner is requesting another extension to the preliminary plat approval, which was previously granted extensions that expire in February. M/1 Homes is proposing to take over the project with a few amendments to the proposed plan. Council reviewed the request at the February 27th meeting. MEMORANDUM 4. Commercial Door Addition at 7670 Commerce Street (City file 15-010). The City received an application for approval of a building addition, which required a conditional use permit, interim use permit, variance and site plan approval. The project was reviewed at a public hearing at the June 41n Planning Commission meeting and was approved by the City Council on June 25tn. The required landscaping will be finalized and constructed after the downtown infrastructure project is completed. The City will release the remaining escrow when the planting is completed. Staff is working with the landowner to complete the outstanding items. 5. Comlink Midwest Site Plan, CUP, Variance and Rezoning at 23405 CR 10 (City file 19-011). The request is to allow construction of a contractor's yard in the Rural Commercial (CR) district over 3-5 years. Phase 1 is for the 20,000 square foot Utility Construction building. This item was reviewed at a public hearing at the July 9tn Planning Commission and Council approved on July 25tn meeting. The approval included changes to the building architecture were approved by the Council at the August 22"d meeting. The applicant has indicated that they have found a site in a different city and will be restoring this site and closing out the file. 6. Wessel Property PUD Sketch Plan and EAW for 22020 Hackamore Road (PID 35-119-23-43-0001, 35-119-23-44-0001, 35-119-23-11-0001 and 35-119-23-12-0002) (City File 19-018). The sketch plan was reviewed by the Council on September 26tn and staff was directed to begin the Environmental Assessment Worksheet. The EAW was acted on by the Council in January 2020. 7. Savoie Minor Subdivision at 21801 Homestead Trail (City file 19-021). This two -lot subdivision is was approved by the Council on October 24tn. The council had previously approved this subdivision, but the applicant let it expire and an extension was approved. The subdivision was approved on October 24, 2019. 8. Sketch Plan for "Nelson International" at 10409 County Road 101 (city file 19-023). The applicant submitted a sketch plan for an approximately 33,000-sq. ft. truck sales/repair operation. The Council reviewed this item on January 23ra 9. *Park Dedication Ordinance Update (city file no. 20-004). The park dedication fees are based on the comprehensive plan. The 2040 Comprehensive Plan was adopted in November and included some changes that require us to reevaluate our park dedication fee formula and make some minor edits to the ordinance. The Parks Commission will review on May 21s, the Planning Commission held a public hearing on June 41n and City Council approved on June 11 rn 10. Annual Ordinance Codification (city file no. 20-005). Staff prepares and annual codification to incorporate all of the previous year's ordinance amendments into the City Code. The new PDF of the Code is now complete and available at City Hall and online. 11. Request for Variance, Preliminary and Final Plat for St. Jane Chantel cemetery (PID 21-119-23- 33-0004) (city file no. 20-001). Gene Kissner is requesting approval of a Preliminary Plat, Final Plat and Variance to subdivide the 3.76-acre St. Jane Chantel parcel owned by Church of St. Thomas the Apostle. The portion north of County Road 50 contains the cemetery and will be retained by the church and Kissners will purchase the portion south of County Road 50. The Planning Commission held a public hearing on March 5tn and recommended approval. Council approved the request on March 26tn 12. Bellwether 4tn Final Plat and Final PUD (city file no.20-002). Pulte Homes of Minnesota, LLC (applicant) has submitted a request for approval of a Final Plat and Final PUD plan application for "Bellwether 4th Addition", a residential development of 74 new single-family homes and one outlot on 45.49 acres of property. The Planning Commission reviewed on March 51n and recommended approval. Council approved the request on March 261n 13. Zoning Map Changes (city file no. 20-003). Minnesota statues require cities to update their zoning map to bring it into compliance with the comprehensive plan within 9 months of adoption. The 2040 Comprehensive Plan was adopted in November and these map amendments will ensure consistency. The Planning Commission held a public hearing on March 5tn and recommended approval. Council approved the request on March 26tn MEMORANDUM 14. Tessmer Topo/Wetland Waiver (PID 07-119-23-21-0002) (city file no.20-007). The applicant is requesting a waiver of the topography and wetland delineation requirements for this parcel. This parcel will be platted with the property to the west for a small division, but no development is proposed for this parcel. Council approved the request on March 26t" 15. Vollrath request for Ag Preserve designation and initiate expiration for 42.09 acres of land south of County Road 50 (PID 29-119-23-24-0001) (City File 20-010). The Council approved the request on March 26th. 16. *Paulsen Farms OSP Preliminary Plat (09-119-23-34-0001) (city file no. 20-011). The applicant has submitted an Open Space & Preservation Plat for the 88 acres on County Road 30. The plat would include 20 lots and preservation of 47 acres of open space. Staff is currently reviewing this application for completeness. The Planning Commission held a public hearing on May 7tn, Parks and Trails Commission reviewed on May 21St and City Council approved on May 28tn 17. M/I Homes Concept Plan for a modification of the approvals for "Sawgrass" on the 103-acre parcel at 20400 County Road 10 (PID 23-119-23-42-0003) (City file no. 20-012). The Council approved an extension to the 2014 preliminary approvals so that the applicant could proceed with a final plat, final PUD development and PUD amendment. This concept plan is to outline the PUD amendments required for the new plan and ensure Council support before submitting a formal submittal. The Council was expected to review this item at their April 23rd meeting, but the applicant has withdrawn the application and will proceed with a formal final plat and final PUD application.. 18. Eagle Brook Church Concept Plan at the NW quadrant of Hackamore Road and County Road 101 (city file 20-013). Eagle Brook Church has submitted a concept plan for a new church on this site. The City Engineer is completing a feasibility study. The Council reviewed the plan at the April 23rd meeting. 19. *Laura Gibson has requested approval of a Special Home Occupation License at 7105 County Rd 19 (PID 30-119-23-31-0001) (city file 20-015). The applicant is requesting an Administrative Permit for a Special Home Occupation License to operate a hair salon business. There will be no employees and up to 28 clients per week. Staff has reviewed and sent notices of intent to surrounding property owners. The application has been administratively approved. 20. *Tabor Request for Metropolitan Agricultural Preserve Initiation of Expiration for 42.09 acres of land at 19450 Gleason Road (PID 36-119-23-12-0001) (City file 20-018). The landowner is requesting expiration of the Agricultural Preserve designation effective immediately as allowed under the 2019 changes to Minnesota Statute. This item was approved at the May 28tn Council meeting. MEMORANDUM 7b. CITY OF CORCORAN 8200 County Road 116, Corcoran, MN 55340 763.420.2288 — Office 763.420.6056 — Fax E-mail - general (cDci.corcoran.mn.us / Web Site - www.ci.corcoran.mn.us MEMO Meeting Date: July 2, 2020 Planning To: Commission From: Brad Martens, City Administrator Re: City Council Report The Planning Commission last met on June 4, 2020. The following is a recap of some of the items discussed at City Council meetings since that time. A full recap can be found by reviewing the approved City Council minutes on the website June 11, 2020 Council Meeting • Park Dedication Fee Update o Approved the Ordinance amendments as presented • Awarding the Sale of General Obligation Bonds — Series 2020A o Awarded the sale of general obligation bonds series 2020A • Hackamore Road Improvements — 30% Design Review o Approved street design layout Option 2 with one amendment and authorized WSB to proceed with the completion of a 75% design • 2020 Fee Schedule Amendments o Approved the Ordinance amending the 2020 Fee Schedule • Pandemic Response Update o Staff provided an overview of the continued response to the pandemic June 25, 2020 Council Meeting • Preliminary Plat for Kariniemi Addition o Approved the preliminary plat as presented • Comprehensive Plan Amendment, Rezoning, Preliminary Plat and Preliminary PUD Page 1 of 2 • Development Plan for Tavera o Approved the items with a few minor amendments for the 549-unit development at the northwest corner of CR 116 and Hackamore Road • Hackamore Road Improvement Project Update o Staff provided an update on the project planning following Medina's review; staff will continue towards 75% design • COVID-19 Preparedness Plan o Adopted the preparedness plan as presented • Councilmember Resignation; Declaration of a Vacancy o Accepted the resignation; declared a Council vacancy o Thanked Councilmember Dejewski for his service o Appointed Brian Lother to the City Council effective July 1, 2020 to serve the remaining term through December 31, 2020 • Pandemic Response Update o Staff provided an update on the City's pandemic response Attachments: None Page 2 of 2