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HomeMy WebLinkAboutPlanning Commission Packet 09-02-2020Planning Commission 1 of 1 September 2, 2020 CITY OF PLYMOUTH AGENDA Regular Planning Commission September 2, 2020, 7:00 PM 1. CALL TO ORDER AND PLEDGE OF ALLEGIANCE 1.1 Instructions to participate in the Virtual Planning Commission Meeting. Instructions to Participate in the Virtual Meeting 2. PUBLIC FORUM 3. APPROVE AGENDA 4. CONSENT AGENDA 4.1 Proposed Minutes from the August 5, 2020 Planning Commission Meeting August 5, 2020 Draft Minutes 5. PUBLIC HEARINGS 5.1 PUD Amendment to change the residential unit count related to the Four Seasons Mall redevelopment plan approved in November 2019 (Dominium -- 2020-052) Planning Commission Report Information Draft Ordinance Draft Resolution Approving Findings of Fact Draft Resolution Approving PUD Amendment Location Map Aerial Photo Hennepin County Locate and Notify Map Applicant's Narrative PUD Resolution Approved on November 12, 2019 PUD Redevelopment Plan Approved on November 12, 2019 Site Graphics -- Proposed PUD Amendment 6. NEW BUSINESS 7. ADJOURNMENT 1 Regular Planning Commission September 2, 2020 Agenda Number:1.1 To:Planning Commission Prepared by:Matt Lupini, Community Development Coordinator Reviewed by:Steve Juetten, Community Development Director File No: 1. Applicant: 2. Proposal: 3. Location: 4. Guiding: 5. Zoning: 6. School District: 7. Review Deadline: 8. Brief Description: 9. Attachments: 2 Instructions to Participate in the Virtual Meeting 3 REGULAR PLANNING COMMISSION September 2, 2020 Agenda Number: To: Steve Juetten, Community Development Director Prepared by: Matt Lupini, Community Development Coordinator Reviewed by: Steve Juetten, Community Development Director Item: Instructions to participate in the Virtual Planning Commission Meeting 1. ACTION REQUESTED: The Chair provides instructions for the public to participate in the meeting by phone or online. 2. BACKGROUND: Planning Commission meetings will be conducted virtually (via Zoom webinar/conference call) due to the state of local emergency for the COVID-19 pandemic. Members of the Planning Commission and staff will participate in this meeting via telephone/video conference. Watch the Meeting The meeting will be live-streamed and available for replay: • Online at https://ccxmedia.org/ccx-cities/plymouth • Cable Channel 16 (CCX Media) • Online via Zoom Public Comments Written comments: Comments may be submitted for inclusion in the Planning Commission packet by emailing city staff at planning@plymouthmn.gov. You may also request that comments of up to one page be read into the record by the Community Development Coordinator. Speaking during the meeting: The public may address the Council regarding an item on the agenda via Zoom conferencing service at no cost. Those who wish to speak must register online via Zoom and indicate that they wish to provide public comment on an agenda item. Register via Zoom at: https://us02web.zoom.us/webinar/register/WN_auLVoBQUSRKkyMn831Ll_Q Registration will remain open and be monitored for the duration of the meeting. 3. BUDGET IMPACT: N/A 4. ATTACHMENTS: N/A 4 Regular Planning Commission September 2, 2020 Agenda Number:4.1 To:Dave Callister, City Manager Prepared by:Steve Juetten Reviewed by: Item:Proposed Minutes from the August 5, 2020 Planning Commission Meeting 1. Action Requested: Approve Minutes from the August 5, 2020 Planning Commission Meeting 2. Background: Proposed Minutes from August 5, 2020 Planning Commission Meeting 3. Budget Impact: Not Applicable 4. Attachments: August 5, 2020 Draft Minutes 5 1 Proposed Minutes August 5, 2020 Proposed Minutes Planning Commission Meeting August 5, 2020 Chair Anderson called a Meeting of the Plymouth Planning Commission to order at 7:00 p.m. in the Council Chambers of City Hall, 3400 Plymouth Boulevard, on August 5, 2020. COMMISSIONERS PRESENT: Chair Marc Anderson, Commissioners Bryan Oakley, Donovan Saba, David Witte, Justin Markell, and Julie Jones COMMISSIONERSABSENT: Commissioner Michael Boo STAFF PRESENT: Community Development Director Steve Juetten and Community Development Coordinator Matt Lupini OTHERS PRESENT: Councilmember Ned Carroll Chair Anderson led the Pledge of Allegiance. Plymouth Forum Approval of Agenda Motion was made by Commissioner Oakley, and seconded by Commissioner Saba, to approve the agenda. With Oakley, Saba, Witte, Markell, Jones and Anderson voting in favor, the motion carried. Consent Agenda (4.01) Planning Commission minutes from meeting held on July 1, 2020. Motion was made by Commissioner Jones, and seconded by Commissioner Witte, to approve the Consent Agenda. With Oakley, Saba, Witte, Markell, Jones and Anderson voting in favor, the motion carried. Public Hearings New Business (5.01) Home Occupation License for Katie Pavlik to operate a dog grooming salon at 4850 Evergreen lane. (2020047) Community Development Coordinator Lupini reviewed the staff report. 6 2 Proposed Minutes August 5, 2020 Commissioner Witte asked if value and marketability was discussed with an appraiser or real estate professional. Mr. Lupini stated that property value impacts were only discussed with the Hennepin County Assessor’s office. Commissioner Witte asked how incidental use of the home is determined. Mr. Lupini stated that staff looks at the amount of the home is used for the business, the number of clients per day and per week, signage, hours of operation, and number of employees. Commissioner Witte asked if the applicant defined who the client was. Mr. Lupini stated that the client is the combination of the owner and dog. Commissioner Witte asked at what point the number of home occupations in a neighborhood change the character from residential to commercial. Mr. Lupini stated that the number of home occupations would be of less importance than whether each licensed occupation meets the conditions of the Zoning ordinance. If so, the home occupations would be allowed. Commissioner Oakley asked about on street parking. He stated that the Zoning ordinance allows clients of a home business to park on public streets, and raised a concern that prohibiting on- street parking is overly restrictive. He asked where the line is in terms of when on-street parking is allowed and when it is not. Mr. Lupini stated that the condition was placed in the resolution based on concerns raised by neighbors, the layout of the driveway and the applicant agreeing to the condition. Commissioner Markell asked what the term of the license is. Mr. Lupini stated that the license is reviewed in one year and there after extended for three year periods as long as the business is operating within the approvals. Chair Anderson introduced Katie Pavlik, the applicant, to address the Commission. She thanked Mr. Lupini for answering her questions and providing direction. Due to the Covid-19 pandemic, the business she was working for closed and as a result she would like to open a similar business in her home. Realistically, she stated the business will typically have four dogs per day due to the time needed for each appointment, but six would be the maximum. She stated some potential clients have multiple dogs, which would take up multiple appointments and reduce the number of vehicle trips on that particular day. She stated some neighbors have indicated they would use her services and be able to walk to her property reducing the traffic to some extent. Commissioner Jones asked how customers would come to her home during the Covid-19 restrictions – specifically whether customers would stay for the duration of the appointment or leave the dog and come back. Commissioner Jones further asked if customers could enter on 48th Place and leave on Evergreen Lane creating only forward movements. Finally, Commissioner Jones asked where dogs would relieve themselves, if needed. Ms. Pavlik stated that clients would be told to enter using the 48th Place driveway access. She also stated that during the week, only one family vehicle would be on the property during business hours, which would allow for more room in the driveway for client vehicles. Finally, Ms. Pavlik stated that the dogs would be allowed to relieve themselves in a designated area on her property and owners would be required to have dogs on a leash to keep them from going onto neighboring properties. Clients would drop off the dog, leave and come back to pick up the dog. The length of time at the groomer would depend on the specific dog. Commissioner Markell complemented Ms. Pavlik on adapting during these times. He also asked if Ms. Pavlik understood that the resolution states that clients would be required to park on the driveway. Ms. Pavlik stated she understood this requirement. 7 3 Proposed Minutes August 5, 2020 Chair Anderson asked where dogs are located when she is working on another dog from the same client. Ms. Pavlik stated that she has a kennel that will be kept in the grooming area and can be used if needed. Chair Anderson introduced Paul Schiesel, 4830 Evergreen Lane who expressed concerns about the increase in traffic and the conflicts it would create with walkers and bicyclists. He stated that he maintains the trail in the winter. He stated that a commercial use is not appropriate for a residential neighborhood. He asked if Plymouth has commercial locations where Ms. Pavlik could operate her business, and questioned why staff is not concerned with traffic and additional traffic near the trail connection. Mr. Lupini stated that the small number of additional cars was not a concern to the Parks department with regards to pedestrian use of the trail connection. He further stated that both Evergreen Lane and 48th Place are local streets that are open to the general public and the number of new trips from the business would not exceed the limit allowed by the home occupation regulations. Mr. Lupini stated that although there may be another location for the business within a commercial district, the proposed home occupation is an allowable use in a residential district as long as it complies with the Zoning ordinance. Chair Anderson introduced Keith Husby, 4845 Evergreen Lane who expressed concerns about a commercial business in his neighborhood, the increase in traffic, dangers to kids playing in the street, a decrease in property values, and additional dogs being walked in the neighborhood. He also stated his concerns with clients that may not control their dog. Chair Anderson introduced Dan McCoss, 4865 Deerwood Lane, stated that he supports Ms. Pavlik’s proposed dog grooming business. He stated that he is Ms. Pavlik’s direct neighbor behind her and would be directly affected by this business due to his proximity. He stated it is great to get more small businesses in Plymouth. Chair Anderson introduced Kris Eskuchen, 4855 Deerwood Lane, who stated she supports the application, as she feels it will help bring the neighborhood together. She stated that she is among the neighbors who will use the services, if the license is approved. She mentioned there is a piano teacher who is already in the neighborhood, and this home business has had no noticeable impact on traffic. She stated that traffic in the neighborhood is very limited already due to the location. She noted that she walks her dog daily and has not had any issues with traffic on the street and near the trail connection. Commissioner Jones stated that this business is much needed and a demand exists. She likes the proposal but suggested Ms. Pavlik direct her customers to use the driveway as a loop to avoid cars backing onto either 48th Place or Evergreen Lane. She suggested that the resolution be amended to clarify that customers could not park on the street, however guests to the home, delivery drivers or similar individuals could park on the street. Motion was made by Commissioner Oakley, and seconded by Chair Anderson, to recommend approval of a Home Occupation License for Katie Pavlik to operate a dog grooming salon at 4850 Evergreen Lane with the removal of condition 3.(c) “On street parking should not be used for parking demand. The applicant shall use the driveway to accommodate parking demand” from the draft resolution.” 8 4 Proposed Minutes August 5, 2020 Chair Anderson stated that 60 cars may seem large altogether, but over the course of a week the true impact is minimal. He further stated that home occupations are allowed in Plymouth residential districts. Finally, he noted his concern regarding the enforcement of who can and cannot park on the street. Commissioner Oakley stated that he would agree that Ms. Pavlik should ask clients to park on the driveway, but he is of the opinion that requiring clients of home businesses park only in driveways is not consistent throughout the City. Commissioner Jones agreed that the on-street parking restriction would be difficult to enforce. Commissioner Markell called the question. With Oakley, Markell, Saba, Jones and Anderson voting in favor, the motion carried on a 5-1 vote (Witte voted nay). Adjournment Chair Anderson adjourned the meeting at 8:05 p.m. 9 Regular Planning Commission September 2, 2020 Agenda Number:5.1 To:Planning Commission Prepared by:Shawn Drill, Senior Planner Reviewed by:Steve Juetten, Community Development Director File No:2020-052 1. Applicant: Dominium 2. Proposal: PUD Amendment to change the residential unit count related to the Four Seasons Mall redevelopment plan approved in November 2019. 3. Location: 4200 Lancaster Lane (southwest of County Road 9 & Highway 169) 4. Guiding: MXD-R (mixed use-residential) 5. Zoning: PUD (planned unit development) 6. School District: ISD 281 (Robbinsdale) 7. Review Deadline: November 14, 2020 8. Brief Description: See attached Planning Commission Report Information. 10 9. Attachments: Planning Commission Report Information Draft Ordinance Draft Resolution Approving Findings of Fact Draft Resolution Approving PUD Amendment Location Map Aerial Photo Hennepin County Locate and Notify Map Applicant's Narrative PUD Resolution Approved on November 12, 2019 PUD Redevelopment Plan Approved on November 12, 2019 Site Graphics -- Proposed PUD Amendment 11 PLANNING COMMISSION REPORT INFORMATION PUD AMENDMENT REQUEST – DOMINIUM (2020-052) SEPTEMBER 2, 2020 DESCRIPTION: The applicant is requesting a PUD amendment to increase the number of units in the senior apartment building (to be located in the east portion of the site) from 255 to 268, primarily by decreasing the number of 3-bedroom units within that building. In addition, the number of units in the family apartment buildings would decrease from 163 to 162 units. Under the PUD amendment, the total number of residential dwelling units within the site would increase from 418 to 430. Notice of the public hearing was published in the City’s official newspaper. Because the proposal involves a PUD amendment, two mailed notices were sent out to all property owners located within 750 feet of the site. One notice was sent upon receipt of the proposal, and the other notice was sent 12 days prior to the public hearing. A copy of the Hennepin County Locate and Notify Map is attached. Development signage has also been posted on the site. CONTEXT: Surrounding Land Uses Adjacent Land Use Guiding Zoning North (across Co. Rd. 9) Commercial uses to the northwest: Holiday Gas Station, former Burger King, Plymouth VIP Auto, Taco Bell, & Wendy’s; Office uses to the northeast C (commercial) and CO (commercial office), respectively C-3 (highway commercial) and O (office), respectively East (across Hwy. 169) Single- and two-family homes in New Hope ------ South and West (across Lancaster Lane) Office Uses -- Townhomes -- Single-family homes CO -- LA-4 (living area 4) -- LA-1 (living area 1) O -- RMF-4 (multi-family 4) -- RSF-1 (single-family 1) South Sanitary sewer lift station and City-owned wetland LA-4 RMF-4 12 File 2020052 Page 2 of 4 Natural Characteristics The subject 17.3-acre site is located in the Bassett Creek drainage district. The site is located in the shoreland management overlay district for Lost Creek, which is “exempt” from the shoreland regulations because it is contained in a pipe. There are no floodplain areas on the site. There is one wetland in the south portion of the site, and one DNR watercourse that flows through a portion of the wetland. Previous Actions The Four Seasons Shopping Mall was constructed in 1978, prior to current wetland regulations. The mall was shuttered about nine years ago. The existing structure (to be removed) contains roughly 117,000 square feet in building area. The applicant has a purchase agreement to buy the site from Walmart, who was previously considering a 150,000-square foot superstore for the site. In 2017, the City Council approved a PUD redevelopment plan called ‘Agora’ by Rock Hill Management that would have included senior housing and two hotels, as well as retail and office uses. Rock Hill Management was unable to secure financing, and the Agora project never went forward. In June 2019, the Planning Commission and City Council reviewed and provided general comments on Dominium’s sketch plan for the site, which included 430 total residential units together with commercial uses and a park-and ride ramp. In July 2019, the site was reguided from C (commercial) to MXD-R (mixed use-residential) as part of 2040 Comprehensive Plan update. On November 12, 2019, the City Council approved a PUD redevelopment plan for the former Four Seasons Mall site, consisting of the following: 1) a senior apartment building with 255 units; 2) two family apartment buildings totaling 163 units; 3) four commercial buildings totaling roughly 23,300 square feet; and 4) a park-and-ride ramp with 229 parking spaces. LEVEL OF CITY DISCRETION: The City has a relatively high level of discretion in approving or denying a PUD amendment. This is because PUD approval is a “quasi-legislative” action (enactment of policy). The City may impose reasonable requirements in a PUD not otherwise required if deemed necessary to protect and promote the health, safety, and general welfare of the community. The proposal must be consistent with the comprehensive plan. 13 File 2020052 Page 3 of 4 ANALYSIS: The PUD for this site allows the uses, setbacks, and building heights as approved by the November 2019 redevelopment plan. That plan included 418 residential dwelling units, as follows: One independent-living senior apartment building containing 255 units with six stories of apartments over an indoor parking level; and Two family apartment buildings; one containing 74 units and one containing 89 units (combined total of 163 units) with three stories of apartments over an indoor parking level. A copy of the PUD resolution and redevelopment plan approved in November 2019 is attached. The requested PUD amendment would increase the total number of residential dwelling units on the site from 418 to 430. Under the amendment, the number of units in the senior apartment building would be increased from 255 to 268. Additionally, the number of units in the family apartment buildings would decrease from 163 to 162 units. No changes are proposed to the approved uses, setbacks, or building heights. The change in unit count would fit within the approved building size/footprint and height. Density The MXD-R guiding of the site allows up to 25 dwelling units per acre. With 430 total dwelling units as proposed, the site would have a density of 24.86 units per acre and would comply with density standards of the comprehensive plan. Parking The number of parking spaces required within a PUD is established by the approved PUD plan. The current overall PUD site shows a total of 686 parking spaces (363 surface spaces and 323 indoor garage spaces) for the development, excluding the park-and-ride ramp parking. With the 229-space parking ramp, the total number of spaces on the site would be 915. The residential portion of the site was approved with 556 parking spaces (233 surface spaces and 323 indoor garage spaces) for a parking ratio of 1.33 parking spaces per dwelling unit. Under the requested amendment, 16 additional parking spaces would be provided within the residential portion of the site, providing 572 parking spaces (254 surface spaces and 318 indoor garage spaces), and maintaining the approved parking ratio of 1.33 parking spaces per dwelling unit. Under the requested amendment, the overall PUD site would include a total of 702 parking spaces (384 surface spaces and 318 indoor garage spaces), excluding the park-and-ride ramp parking. With the 229-space parking ramp, the total number of spaces on the site would be 931. 14 File 2020052 Page 4 of 4 Traffic The traffic study that was conducted as part of the November 2019 redevelopment plan was based on 430 residential units. Consequently, the requested increase from 418 unit to 430 units has already been accounted for, would not require an update to the traffic study, and would not require additional traffic improvements beyond what was identified as part of the November 2019 redevelopment plan. Construction Timing The applicant anticipates that building demolition and site preparation / infrastructure installation for the entire site would occur first. Upon completion of the site work, the applicant states that construction of the buildings would commence, and would occur simultaneously. Construction of the apartments is expected to take slightly over one year, and construction of the commercial uses and parking ramp would take less than one year. Depending on financing and the start date, it is anticipated that all construction would be completed in or before 2023. RECOMMENDATION: Community Development Department staff recommends approval of PUD amendment for Dominium to increase the number of residential dwelling units from 418 to 430, subject to the findings and conditions listed in the attached ordinance and resolutions. If new information is brought forward at the public hearing, staff may alter or reconsider its recommendation. 15 CITY OF PLYMOUTH HENNEPIN COUNTY, MINNESOTA ORDINANCE NO. 2020- AN ORDINANCE AMENDING CHAPTER 21 (ZONING ORDINANCE) OF THE CITY CODE RELATING TO THE FOUR SEASONS PLANNED UNIT DEVELOPMENT DISTRICT LOCATED AT 4200 LANCASTER LANE (2020 052) THE CITY OF PLYMOUTH ORDAINS: Section 1. Section 21655.66 of the Plymouth City Code is hereby amended, as follows: 21655.66 FOUR SEASONS PUD: Subd. 1.Legal Description. This PUD is currently legally described as follows: Parcel 1: All that part of Lot 1, Block 1, Plymouth Plaza 4th Addition lying Westerly of Hennepin County State Aid Highway No. 18, Plat 32. Also: A 200-foot by 200-foot tract adjacent to the Northwesterly corner of Lot 1, Block 1, and labeled “EXCEPTION” on the plat of record of Plymouth Plaza 4th Addition, being described as follows: Commencing at the Northeast corner of Lot 1, Block 1, Plymouth Plaza Addition; thence Easterly along the Southerly line of County Road No. 9, a distance of 269.01 feet; thence at a right angle South a distance of 7 feet to the actual point of beginning of the tract of land to be described; thence continuing South along the last described course a distance of 103 feet; thence Southerly along a tangential curve to the left, with a radius of 834.3 feet, a distance of 97.23 feet; thence Easterly parallel with the Southerly line of County Road No. 9, a distance of 194.34 feet; thence at a right angle North a distance of 200 feet to a point 7 feet South of the Southerly line of County Road No. 9; thence Westerly parallel with Southerly line of County Road No. 9, a distance of 200 feet to the actual point of beginning. Also: The North 48 feet of Lot 1, Block 5, Plymouth Plaza 4th Addition. Also: The North 55 feet of Lot 1, Block 1, Plymouth Plaza Addition. Also: The North 55 feet of Lots 1, 2, and 3, Block 5, Plymouth Plaza 2nd Addition. Together with that part of Old Hennepin County Road No. 9 in that part of Section 13, Township 118, Range 22, Hennepin County, Minnesota, lying Westerly of the Northerly extension of the Westerly right-of-way of Lancaster Lane, as platted Plymouth Plaza 4th Addition, and lying Easterly and Southerly of the following described line: Beginning at a point on the Northerly lot line of Lot 4, Block 5, Plymouth Plaza 2nd Addition, distant 46.35 feet Westerly of the Northeast corner of said Lot 4 (said Northerly line has assumed bearing of North 88 degrees 26 minutes 06 seconds East); thence North 16 Ordinance 2020- File 2020052 Page 2 41 degrees 33 minutes 47 seconds East, a distance of 58.50 feet, more or less, to the South line of Hennepin County State Aid Highway No. 18, Plat 32; thence Easterly along said Southerly line of C.S.A.H. No. 18 to its intersection with the Northerly extension of the Westerly right-of-way of said Lancaster Lane and there terminating. Together with that part of County Road No. 9 (Rockford Road) lying Easterly of the Northerly extension of the Westerly right-of-way of Lancaster Lane and Westerly of the Westerly right-of-way of County State Aid Highway No. 18, all lying in Section 13, Township 118, Range 22, Hennepin County, Minnesota as vacated public roadway. Together with that part of North 55 feet of Nathan Lane lying South of the South right-of- way line of County Road No. 9 in Section 13, Township 118, Range 22. Together with that part of Lancaster Lane described as; Beginning at the intersection of the Easterly right-of-way of Lancaster Lane and the Southerly right-of-way of County Road No. 9; thence Southerly along the Easterly right-of-way of Lancaster Lane a distance of 200.23 feet; thence Northwesterly to a point on the Westerly right-of-way of Lancaster Lane distant 48.00 feet Southerly of Southerly right-of-way of County Road No. 9; thence Northerly along Westerly right-of-way of Lancaster Lane to Southerly right-of-way of County Road No. 9; thence Easterly to point of beginning and there terminating; all lying in Section 13, Township 118, Range 22, Hennepin County, Minnesota. Parcel 2: That part of Lot 3, Block 1, Plymouth Plaza 4th Addition, according to the recorded plat thereof, Hennepin County, Minnesota, lying Westerly of Hennepin County State Aid Highway No. 18, Plat 32 according to the recorded plat thereof and Northerly of the following described line: Commencing at the most Southwesterly corner of said Lot 3, Block 1, Plymouth Plaza 4th Addition; thence Northwesterly along the right-of-way line of Lancaster Lane, according to the recorded plat thereof, to the most Westerly corner of said Lot 3, Block 1; thence Northeasterly along a Northwesterly line of said Lot 3, Block 1, for a distance of 100.00 feet to the actual point of beginning of the line to be described; thence Easterly parallel with the South line of said Lot 3, Block 1, to the Westerly line of said Hennepin County State Aid Highway No. 18, Plat 32 and there terminating. Subd. 2.Incorporated herein by reference are the Four Seasons PUD plans received by the city on October 4, 2019, except as may be amended by City Council Resolution 2019-303, on file in the office of the Zoning Administrator under File 2019093, and the Four Seasons PUD Amendment plans received by the city on July 10, 2020 allowing a change in the residential unit count, pursuant to City Council Resolution 2020-___ on file in the office of the Zoning Administrator under File 2020052. Subd. 3.Allowable Uses. The uses permitted in this PUD shall include the following: 17 Ordinance 2020- File 2020052 Page 3 Two general-occupancy/family apartment buildings; one with 74 units and one with 89 88 units (combined total of 163 162 units), both with three stories of apartments over an indoor parking level. One independent-living senior apartment building with 255 268 units and six stories of apartments over an indoor parking level. Four retail/commercial buildings, each one story in height, totaling 23,300 square feet. A park-and-ride ramp containing 229 parking spaces on three parking levels. A city pump house (previously-existing structure to remain). Subd. 4.Development Standards. Development standards shall be as indicated on the Four Seasons PUD plans received by the city on October 4, 2019, except as may be amended by City Council Resolution 2019-303, on file in the office of the Zoning Adminsitrator under File 2019093, and the Four Seasons PUD Amendment plans received by the city on July 10, 2020 allowing a change in the residential unit count, pursuant to City Council Resolution 2020- ___ on file in the office of the Zoning Administrator under File 2020052. Section 2. Effective Date. This amendment shall be in full force and effect upon its passage. APPROVED by the City Council on this ** day of ****, 2020. ______________________________ Jeffry Wosje, Mayor ATTEST: ____________________________ Sandra R. Engdahl, City Clerk 18 CITY OF PLYMOUTH RESOLUTION NO. 2020- A RESOLUTION APPROVING FINDINGS OF FACT RELATING TO A PUD AMENDMENT FOR THE FOUR SEASONS MALL SITE LOCATED AT 4200 LANCASTER LANE (2020 052) WHEREAS, Dominium has requested approval of an amendment to Section 21655.66 of the Zoning Ordinance for a PUD amendment related to resisential unit count for the roughly 17.3-acre site located at 4200 Lancaster Lane, which is presently legally described as follows: Parcel 1: All that part of Lot 1, Block 1, Plymouth Plaza 4th Addition lying Westerly of Hennepin County State Aid Highway No. 18, Plat 32. Also: A 200-foot by 200-foot tract adjacent to the Northwesterly corner of Lot 1, Block 1, and labeled “EXCEPTION” on the plat of record of Plymouth Plaza 4th Addition, being described as follows: Commencing at the Northeast corner of Lot 1, Block 1, Plymouth Plaza Addition; thence Easterly along the Southerly line of County Road No. 9, a distance of 269.01 feet; thence at a right angle South a distance of 7 feet to the actual point of beginning of the tract of land to be described; thence continuing South along the last described course a distance of 103 feet; thence Southerly along a tangential curve to the left, with a radius of 834.3 feet, a distance of 97.23 feet; thence Easterly parallel with the Southerly line of County Road No. 9, a distance of 194.34 feet; thence at a right angle North a distance of 200 feet to a point 7 feet South of the Southerly line of County Road No. 9; thence Westerly parallel with Southerly line of County Road No. 9, a distance of 200 feet to the actual point of beginning. Also: The North 48 feet of Lot 1, Block 5, Plymouth Plaza 4th Addition. Also: The North 55 feet of Lot 1, Block 1, Plymouth Plaza Addition. Also: The North 55 feet of Lots 1, 2, and 3, Block 5, Plymouth Plaza 2nd Addition. Together with that part of Old Hennepin County Road No. 9 in that part of Section 13, Township 118, Range 22, Hennepin County, Minnesota, lying Westerly of the Northerly extension of the Westerly right-of-way of Lancaster Lane, as platted Plymouth Plaza 4th Addition, and lying Easterly and Southerly of the following described line: Beginning at a point on the Northerly lot line of Lot 4, Block 5, Plymouth Plaza 2nd Addition, distant 46.35 feet Westerly of the Northeast corner of said Lot 4 (said Northerly line has assumed bearing of North 88 degrees 26 minutes 06 seconds East); thence North 41 degrees 33 minutes 47 seconds East, a distance of 58.50 feet, more or less, to the South line of Hennepin County State Aid Highway No. 18, Plat 32; thence Easterly along said Southerly line of C.S.A.H. No. 18 to its intersection with the Northerly extension of the Westerly right-of-way of said Lancaster Lane and there terminating. 19 Resolution 2020- (2020052) Page 2 Together with that part of County Road No. 9 (Rockford Road) lying Easterly of the Northerly extension of the Westerly right-of-way of Lancaster Lane and Westerly of the Westerly right-of- way of County State Aid Highway No. 18, all lying in Section 13, Township 118, Range 22, Hennepin County, Minnesota as vacated public roadway. Together with that part of North 55 feet of Nathan Lane lying South of the South right-of-way line of County Road No. 9 in Section 13, Township 118, Range 22. Together with that part of Lancaster Lane described as; Beginning at the intersection of the Easterly right-of-way of Lancaster Lane and the Southerly right-of-way of County Road No. 9; thence Southerly along the Easterly right-of-way of Lancaster Lane a distance of 200.23 feet; thence Northwesterly to a point on the Westerly right-of-way of Lancaster Lane distant 48.00 feet Southerly of Southerly right-of-way of County Road No. 9; thence Northerly along Westerly right-of-way of Lancaster Lane to Southerly right-of-way of County Road No. 9; thence Easterly to point of beginning and there terminating; all lying in Section 13, Township 118, Range 22, Hennepin County, Minnesota. Parcel 2: That part of Lot 3, Block 1, Plymouth Plaza 4th Addition, according to the recorded plat thereof, Hennepin County, Minnesota, lying Westerly of Hennepin County State Aid Highway No. 18, Plat 32 according to the recorded plat thereof and Northerly of the following described line: Commencing at the most Southwesterly corner of said Lot 3, Block 1, Plymouth Plaza 4th Addition; thence Northwesterly along the right-of-way line of Lancaster Lane, according to the recorded plat thereof, to the most Westerly corner of said Lot 3, Block 1; thence Northeasterly along a Northwesterly line of said Lot 3, Block 1, for a distance of 100.00 feet to the actual point of beginning of the line to be described; thence Easterly parallel with the South line of said Lot 3, Block 1, to the Westerly line of said Hennepin County State Aid Highway No. 18, Plat 32 and there terminating. WHEREAS, the Planning Commission has reviewed said request at a duly called public hearing and recommends approval; and WHEREAS, the City Council has adopted an ordinance amending Section 21655.66 of the zoning ordinance. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that it should and hereby does approve a PUD amendment for redevelopment of the Four Seasons Mall (as legally described above), based on the following findings: 1. The proposed PUD amendment and related development is consistent with the comprehensive plan and other city policies and plans. 2. Adequate infrastructure would be available to support the proposed development. APPROVED by the City Council on this ** day of ****, 2020. 20 Resolution 2020- (2020052) Page 3 STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS. The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota, certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on _________________, 2020 with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the Corporate seal of the City this _________ day of ___________________________. ________________________________ City Clerk 21 CITY OF PLYMOUTH RESOLUTION NO. 2020- A RESOLUTION APPROVING A PUD AMENDMENT RELATED TO RESIDENTIAL UNIT COUNT FOR THE FOUR SEASONS PUD, 4200 LANCASTER LANE (2020 052) WHEREAS, Dominium Acquisition, LLC, a Minnesota limited liability company (“Dominium”), has requested approval of a PUD amendment for property presently legally described as follows: Parcel 1: All that part of Lot 1, Block 1, Plymouth Plaza 4th Addition lying Westerly of Hennepin County State Aid Highway No. 18, Plat 32. Also: A 200-foot by 200-foot tract adjacent to the Northwesterly corner of Lot 1, Block 1, and labeled “EXCEPTION” on the plat of record of Plymouth Plaza 4th Addition, being described as follows: Commencing at the Northeast corner of Lot 1, Block 1, Plymouth Plaza Addition; thence Easterly along the Southerly line of County Road No. 9, a distance of 269.01 feet; thence at a right angle South a distance of 7 feet to the actual point of beginning of the tract of land to be described; thence continuing South along the last described course a distance of 103 feet; thence Southerly along a tangential curve to the left, with a radius of 834.3 feet, a distance of 97.23 feet; thence Easterly parallel with the Southerly line of County Road No. 9, a distance of 194.34 feet; thence at a right angle North a distance of 200 feet to a point 7 feet South of the Southerly line of County Road No. 9; thence Westerly parallel with Southerly line of County Road No. 9, a distance of 200 feet to the actual point of beginning. Also: The North 48 feet of Lot 1, Block 5, Plymouth Plaza 4th Addition. Also: The North 55 feet of Lot 1, Block 1, Plymouth Plaza Addition. Also: The North 55 feet of Lots 1, 2, and 3, Block 5, Plymouth Plaza 2nd Addition. Together with that part of Old Hennepin County Road No. 9 in that part of Section 13, Township 118, Range 22, Hennepin County, Minnesota, lying Westerly of the Northerly extension of the Westerly right-of-way of Lancaster Lane, as platted Plymouth Plaza 4th Addition, and lying Easterly and Southerly of the following described line: Beginning at a point on the Northerly lot line of Lot 4, Block 5, Plymouth Plaza 2nd Addition, distant 46.35 feet Westerly of the Northeast corner of said Lot 4 (said Northerly line has assumed bearing of North 88 degrees 26 minutes 06 seconds East); thence North 41 degrees 33 minutes 47 seconds East, a distance of 58.50 feet, more or less, to the South line of Hennepin County State Aid Highway No. 18, Plat 32; thence Easterly along said Southerly line of C.S.A.H. No. 18 to its intersection with the Northerly extension of the Westerly right-of-way of said Lancaster Lane and there terminating. Together with that part of County Road No. 9 (Rockford Road) lying Easterly of the Northerly extension of the Westerly right-of-way of Lancaster Lane and Westerly of the Westerly right-of- 22 Resolution 2020- File 2020052 Page 2 way of County State Aid Highway No. 18, all lying in Section 13, Township 118, Range 22, Hennepin County, Minnesota as vacated public roadway. Together with that part of North 55 feet of Nathan Lane lying South of the South right-of-way line of County Road No. 9 in Section 13, Township 118, Range 22. Together with that part of Lancaster Lane described as; Beginning at the intersection of the Easterly right-of-way of Lancaster Lane and the Southerly right-of-way of County Road No. 9; thence Southerly along the Easterly right-of-way of Lancaster Lane a distance of 200.23 feet; thence Northwesterly to a point on the Westerly right-of-way of Lancaster Lane distant 48.00 feet Southerly of Southerly right-of-way of County Road No. 9; thence Northerly along Westerly right-of-way of Lancaster Lane to Southerly right-of-way of County Road No. 9; thence Easterly to point of beginning and there terminating; all lying in Section 13, Township 118, Range 22, Hennepin County, Minnesota. Parcel 2: That part of Lot 3, Block 1, Plymouth Plaza 4th Addition, according to the recorded plat thereof, Hennepin County, Minnesota, lying Westerly of Hennepin County State Aid Highway No. 18, Plat 32 according to the recorded plat thereof and Northerly of the following described line: Commencing at the most Southwesterly corner of said Lot 3, Block 1, Plymouth Plaza 4th Addition; thence Northwesterly along the right-of-way line of Lancaster Lane, according to the recorded plat thereof, to the most Westerly corner of said Lot 3, Block 1; thence Northeasterly along a Northwesterly line of said Lot 3, Block 1, for a distance of 100.00 feet to the actual point of beginning of the line to be described; thence Easterly parallel with the South line of said Lot 3, Block 1, to the Westerly line of said Hennepin County State Aid Highway No. 18, Plat 32 and there terminating. WHEREAS, the Planning Commission has reviewed said request at a duly called public hearing and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that it should and hereby does approve the request by Dominium for a PUD amendment, subject to the following conditions: 1. The PUD amendment increases the number of dwelling units allowed within the senior apartment building from 255 to 268, decreases the number of dwelling units allowed within the family apartment buildings from 163 to 162, and allows related minor site changes to add 16 parking spaces on the site, in accordance with the plans received by the City on July 10, 2020, except as may be amended by this resolution or otherwise approved by the City. 2. All other provisions and conditions for the Four Seasons PUD, as outlined in City Council Resolution 2019-303 approved on November 12, 2019, shall continue to apply and be in full force. APPROVED by the Plymouth City Council on this ** day of ****, 2020. 23 Resolution 2020- File 2020052 Page 3 STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota, certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on ___________________, 2020, with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the Corporate seal of the City this _________ day of ______________________________. __________________________________ City Clerk 24 QuakerLnPilgrimLnNat hanLnState Hwy No 169State Hwy No 1694 1 s t A v e Orl eansLnOr l e a ns L n th Ave L a n c a ster L n Co. Rd. 9Nathan LnSITE 2020--052 Dominium Development Four Seasons site; 4200 Lancaster Ln PUD Amendment K 500 0 500 1,000250 Feet City of Plymouth, Minnesota 25 ROCKFORD RD L A N C A S T E R L A SITE 2020-052 -- Aerial Photograph K4000400800200 Feet City of Plymouth, Minnesota 26 27 Proposed Project PUD Narrative Four Seasons Mall Site 4108 Lancaster Lane North Plymouth, MN 55441 This application is an updated formal request for a PUD amendment to allow the proposed mixed use, multi-generational development. The original application was submitted on August 16, 2019, which was approved by the City Council on November 12th, 2019. This PUD amendment requests a change in the approved unit count in the Senior Building from 255 units to 268 total units. The overall project will now feature 430 total units between the Senior and Family Buildings. The previously approved plan featured 556 residential parking stalls, while this site plan amendment includes 572 residential stalls, maintaining the originally approved parking ratio. The redevelopment will bring 430 units of multi-generational housing, a Metrolink Park and Ride, and retail, developed bypartner Launch Properties. Retail isto the North, with high visibilityon Rockford Road and Highway 169 and easy access from Lancaster Lane. The Park and Ride is to the West, with access off Lancaster Lane for both patrons and busses. Residential is concentrated to the South, with access to the wetland amenity and trails that weave throughout the site. The to-be-named senior community will be six stories in height and total 268 units. The unit mix includes 38% one-bedroom units, 51% two-bedroom units and 11% three-bedroom units. The senior project encompasses approximately 3.00 acres of the site. The entrance to the senior building is marked by a grand entry and porte cochere at the end of the main boulevard off Lancaster Lane. Common area amenities will include a salon, library, fitness center, theater, community kitchen, card and craft room, club room with access to outdoor amenities and a smaller community room for group events. The outdoor amenities will include a large patio with grills and a water feature connected to walking trails throughout the site. The family project will be comprised of two buildings, with 74 and 88 units, or 162 units total. The unit mix includes 16% one-bedrooms, 49% two-bedrooms and 35% three-bedrooms. This mix, with many two and three-bedroomunits, will serve the critical need of qualityaffordable housingfor families with children that is currently not being met across the metro. The family project will be built on 5.36 acres of the site. The two family buildings will be bisected by a grand boulevard leading to the senior building. Common area amenities will include a fitness center, community kitchen, club roomwith access to outdoor amenities and a smaller community room for group events. The outdoor amenities will include a pool, two playgrounds, ample green space, a large patio with grills and connections to walking trails throughout the site. There are no proposed updates to the retail site plan or Park and Ride as part of this PUD amendment. A further breakdown of what’s changed in the housing project is below: 28 Four Seasons Family Previously Approved Current Proposal Difference 1 Bedrooms 31 26 -5 2 Bedrooms 84 80 -4 3 Bedrooms 48 56 8 Total Units 163 162 -1 Surface Parking 71 51 -20 Garage Parking 193 210 17 Total Parking 264 261 -3 Parking Ratio 1.62 1.61 -0.01 Four Seasons Senior Previously Approved Current Proposal Difference 1 Bedrooms 110 102 -8 2 Bedrooms 92 136 44 3 Bedrooms 53 30 -23 Total Units 255 268 13 Surface Parking 162 203 41 Garage Parking 130 108 -22 Total Parking 292 311 19 Parking Ratio 1.15 1.16 0.02 Four Seasons Total Site Previously Approved Current Proposal Difference 1 Bedrooms 141 128 -13 2 Bedrooms 176 216 40 3 Bedrooms 101 86 -15 Total Units 418 430 12 Surface Parking 233 254 21 Garage Parking 323 318 -5 Total Parking 556 572 16 Parking Ratio 1.33 1.33 0.00 29 CITY OF PLYMOUTH RESOLUTION NO. 2019-303 A RESOLUTION APPROVING A PUD GENERAL PLAN AMENDMENT AND PRELIMINARY PLAT FOR REDEVELOPMENT OF THE FOUR SEASONS MALL, 4200 LANCASTER LANE (2019093) WHEREAS, Dominium Acquisition, LLC, a Minnesota limited liability company (“Dominium”), has requested approval of a PUD amendment and preliminary plat for property presently legally described as follows: Parcel 1: All that part of Lot 1, Block 1, Plymouth Plaza 4th Addition lying Westerly of Hennepin County State Aid Highway No. 18, Plat 32. Also: A 200-foot by 200-foot tract adjacent to the Northwesterly corner of Lot 1, Block 1, and labeled “EXCEPTION” on the plat of record of Plymouth Plaza 4th Addition, being described as follows: Commencing at the Northeast corner of Lot 1, Block 1, Plymouth Plaza Addition; thence Easterly along the Southerly line of County Road No. 9, a distance of 269.01 feet; thence at a right angle South a distance of 7 feet to the actual point of beginning of the tract of land to be described; thence continuing South along the last described course a distance of 103 feet; thence Southerly along a tangential curve to the left, with a radius of 834.3 feet, a distance of 97.23 feet; thence Easterly parallel with the Southerly line of County Road No. 9, a distance of 194.34 feet; thence at a right angle North a distance of 200 feet to a point 7 feet South of the Southerly line of County Road No. 9; thence Westerly parallel with Southerly line of County Road No. 9, a distance of 200 feet to the actual point of beginning. Also: The North 48 feet of Lot 1, Block 5, Plymouth Plaza 4th Addition. Also: The North 55 feet of Lot 1, Block 1, Plymouth Plaza Addition. Also: The North 55 feet of Lots 1, 2, and 3, Block 5, Plymouth Plaza 2nd Addition. Together with that part of Old Hennepin County Road No. 9 in that part of Section 13, Township 118, Range 22, Hennepin County, Minnesota, lying Westerly of the Northerly extension of the Westerly right-of-way of Lancaster Lane, as platted Plymouth Plaza 4th Addition, and lying Easterly and Southerly of the following described line: Beginning at a point on the Northerly lot line of Lot 4, Block 5, Plymouth Plaza 2nd Addition, distant 46.35 feet Westerly of the Northeast corner of said Lot 4 (said Northerly line has assumed bearing of North 88 degrees 26 minutes 06 seconds East); thence North 41 degrees 33 minutes 47 seconds East, a distance of 58.50 feet, more or less, to the South line of Hennepin County State Aid Highway No. 18, Plat 32; thence Easterly along said Southerly line of C.S.A.H. No. 18 to its intersection with the Northerly extension of the Westerly right-of-way of said Lancaster Lane and there terminating. 30 Resolution 2019-303 File 2019093 Page 2 Together with that part of County Road No. 9 (Rockford Road) lying Easterly of the Northerly extension of the Westerly right-of-way of Lancaster Lane and Westerly of the Westerly right-of- way of County State Aid Highway No. 18, all lying in Section 13, Township 118, Range 22, Hennepin County, Minnesota as vacated public roadway. Together with that part of North 55 feet of Nathan Lane lying South of the South right-of-way line of County Road No. 9 in Section 13, Township 118, Range 22. Together with that part of Lancaster Lane described as; Beginning at the intersection of the Easterly right-of-way of Lancaster Lane and the Southerly right-of-way of County Road No. 9; thence Southerly along the Easterly right-of-way of Lancaster Lane a distance of 200.23 feet; thence Northwesterly to a point on the Westerly right-of-way of Lancaster Lane distant 48.00 feet Southerly of Southerly right-of-way of County Road No. 9; thence Northerly along Westerly right-of-way of Lancaster Lane to Southerly right-of-way of County Road No. 9; thence Easterly to point of beginning and there terminating; all lying in Section 13, Township 118, Range 22, Hennepin County, Minnesota. Parcel 2: That part of Lot 3, Block 1, Plymouth Plaza 4th Addition, according to the recorded plat thereof, Hennepin County, Minnesota, lying Westerly of Hennepin County State Aid Highway No. 18, Plat 32 according to the recorded plat thereof and Northerly of the following described line: Commencing at the most Southwesterly corner of said Lot 3, Block 1, Plymouth Plaza 4th Addition; thence Northwesterly along the right-of-way line of Lancaster Lane, according to the recorded plat thereof, to the most Westerly corner of said Lot 3, Block 1; thence Northeasterly along a Northwesterly line of said Lot 3, Block 1, for a distance of 100.00 feet to the actual point of beginning of the line to be described; thence Easterly parallel with the South line of said Lot 3, Block 1, to the Westerly line of said Hennepin County State Aid Highway No. 18, Plat 32 and there terminating. WHEREAS, the Planning Commission has reviewed said request at a duly called public hearing and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH, MINNESOTA, that it should and hereby does approve the request by Dominium for a PUD amendment and preliminary plat, subject to the following conditions: 1. A PUD amendment and preliminary plat is approved to allow a development that includes two general-occupancy/family apartment buildings totaling 163 units (the “Family Project”), one independent-living senior apartment building with 255 units (the “Senior Project”), four retail/commercial buildings totaling roughly 23,300 square feet, and a 229-space park-and-ride ramp, in accordance with the plans received by the City on October 4, 2019, except as may be amended by this resolution or otherwise approved by the City. 2. Development standards and uses for the PUD shall be as indicated on the plans received by the City on October 4, 2019, except as may be amended by this resolution or otherwise approved by the City or otherwise approved by the City. 31 Resolution 2019-303 File 2019093 Page 3 3.Prior to commencement of building removal, grading, or other site preparation work, Dominium or its successors or assigns (the “Developer”) shall: a. Install and request inspection of all required pre-disturbance erosion control best management practices including, but not limited to, perimeter controls, rock construction entrances, and inlet protection. b. Provide documentation that all Wetland Conservation Act approvals and environmental-related permits have been received including, but not limited to, those from Bassett Creek Watershed, Minnesota Department of Natural Resources (MN DNR), Minnesota Pollution Control Agency, and Army Corps of Engineers. c. Apply for and receive the necessary grading, right-of-way, and demolition permits. 4.Prior to issuance of building permits, the Developer shall: a) submit and receive approval of the required final plat application; and b) submit and receive approval of the required PUD final plan for the buildings. 5.In conjunction with or prior to submission of the final plat application, the Developer shall: a. Revise the plans to: 1) provide a westbound right-turn lane exiting the site at the north driveway; 2) close the first access aisle to the commercial parking lot, in the area near the north driveway intersection with Lancaster Lane; 3) align the parking ramp vehicle entrance/exit with the commercial parking lot access aisle located to the north; and 4) reconfigure the south driveway connection to Lancaster Lane to provide a standard intersection approach. b. Demonstrate compliance with City and watershed requirements pertaining to drainage, treatment of runoff, and runoff rates. Note that approval of the storm water management plan for this development remains pending until approval by the watershed, MN DNR, and Army Corps of Engineers is obtained. c. Revise the plans to address the engineering-related requirements listed on the Engineer’s Memo, as updated on November 4, 2019, and any subsequent comments in response to revised plans. d. Include a “vacation of right-of-way” request to the City Engineering Department to vacate an unused portion of Lancaster Lane right-of-way located southwest of Retail Building #1. e. Revise the plans to widen the sidewalks to not less than seven feet in the areas along the west and east side of the largest commercial parking bay (located directly north of the parking ramp). f. Provide an overall landscaping plan (including number of proposed shrubs) for staff review, so the tree equivalency can be calculated. Upon review of that plan, staff may require additional plantings on the site, if and where feasible, prior to ultimately approving the final landscaping plan. g. Revise the plans to indicate patterned-concrete crosswalks at all locations where the sidewalk and trail system crosses a drive aisle. h. Revise the plans to include necessary site signage including, but not limited to, one ways, bus- only access, recommended stop conditions, lane configurations, pedestrian crossings, and no parking and loading. i. Submit a copy of the declaration of easements, covenants, conditions, and restrictions (ECCR) for City review. The ECCR document shall address responsibilities for maintenance, repair, and replacement of Developer-installed improvements including, but not limited to, drive aisles, sidewalks, trails, water quality features, signage, and other similar or common site features. 32 Resolution 2019-303 File 2019093 Page 4 j. Relocate the residential monument sign and extend the sidewalk/trail through that area. Ensure the sign location does not block sight visibility lines for both traffic and pedestrian safety. k. Provide a snow storage/snow removal plan and chloride management plan for the site. l. Provide fire flow calculations. m. Revise the plat to create a separate lot for the parking ramp and eliminate all outlots. n. Revise the plans to add setback dimensions to Plan C2-1. 6.Prior to or contemporaneous with recording the final plat, the Developer shall: a. Receive City approval of final construction plans, including those related to erosion control, public utility infrastructure, drainage and treatment of storm water, and site geometrics. b. Convey Lot 1 (city pump house lot) to the City by quit claim deed, free and clear of any liens and all encumbrances other than those approved by the City. Upon conveyance of this lot to the City, any of the Developer’s obligations with regard to this lot shall terminate. c. Provide any required maintenance agreements with the City for the storm water BMPs such as pre-treatment structures, basins, required retaining walls, and ponds. d. Provide an operation and maintenance plan for the storm sewer lift station proposed in the senior building garage. e. Provide drainage, utility, and access agreements to the City for public utilities and City access. f. Enter into an agreement with the City committing to construction, maintenance, and warranty of storm water improvements on City property. g. Execute necessary encroachment agreements for private infrastructure within City easements. h. Prepare recordable cross-access easements for City review and approval for the private drives for all lots within the development that would be recorded with the final plat. i. Prepare recordable cross-parking easements for City review and approval for all surface parking spaces within the development that would be recorded with the final plat. j. Enter into an assessment agreement with the City, so that if the Developer does not maintain the native/wetland plantings on the site, the City has the right to maintain them and assess the cost of such maintenance back to the development. k. Enter into agreements with the City pertaining to: 1) on-going operations and maintenance of the park-and-ride ramp; and 2) City purchase of the lot for the park-and-ride ramp. l. Provide a public use agreement for the sidewalks and trails within the site, excluding those sidewalks and trails designated for exclusive use by the Family Project and Senior Project, as determined on the required PUD final plans. The sidewalks and trails within the site shall be owned and maintained by the Developer. m. Provide easements as follows, including but not limited to: a. standard front, rear, and side lot drainage and utility easements; b. drainage, utility, and trail easements along Lancaster Lane right-of-way and all public trail alignments including trail clear zones and snow storage; c. drainage and utility easements over all stream buffers, wetland buffers, stormwater ponds, stormwater BMPs, storm sewer utility pipes conveying public water, sewer and water utility pipes, including trenching limits, and all City utility facilities; and d. access easements to and from the park-and-ride ramp along the commercial access drive, to all stormwater BMPs, and around the stormwater wetland. 33 Resolution 2019-303 File 2019093 Page 5 7.In conjunction with submission of the first PUD final plan application, the Developer shall submit a revised lighting plan for the overall site that complies with the City’s lighting regulations. The lighting plan shall include lumens per square foot, B.U.G. rating of lighting fixtures, and fixture mounting height. Lighting standards, fixtures, and design shall be consistent throughout the development. Lighting fixtures at walkways, gathering spaces, building fronts and entries shall be pedestrian-scaled, decorative, and not higher than 15 feet above grade. 8.Prior to occupancy of any buildings on the site, the following items shall be addressed: a. The Developer shall work with Hennepin County to adjust the signal timing, pursuant to the SRF Traffic Study dated October 24, 2019. b. Construction of extension of the westbound left turn lane on County Road 9 (to southbound Lancaster Lane) shall be completed, pursuant to the recommendations of the traffic study, except as otherwise approved by City staff. c. Removal of the free right turn lane from southbound Lancaster Lane to westbound Pilgrim Lane shall be completed, pursuant to the recommendations of the traffic study, except as otherwise approved by City staff. d. Excluding the park-and-ride ramp spaces, all parking spaces for the Family Project shall be constructed on the site prior to any occupancy of the Family Project buildings, all parking spaces for the Senior Project shall be constructed on the site prior to any occupancy of the Senior Project building, and all parking spaces for the commercial buildings shall be constructed on the site prior to any occupancy of the commercial buildings. e. Construction of the ponding and drainage system shall be completed. 9. The existing trail shall be maintained along the south and west sides of Lancaster Lane. If the Developer needs to remove any segments of the trail to accommodate construction, the Developer would, in turn, be required to replace/relocate the trail. The City would make the final determination on the limits of removal and replacement. 10. There shall be no impacts to, blocking of or parking in, the existing City well house parking lot and existing City lift station parking lot. 11. Connection to all City utilities must be witnessed and inspected by City staff. The Developer shall provide proper notice of connection to the City. Connections to the City water system that require a water shut down may be required to occur at nighttime. 12. Trash and recyclables generated by residential buildings shall be stored inside the apartment buildings. Trash and recyclables generated by commercial buildings shall be stored in dumpster enclosures that are designed to match the materials of the commercial buildings. Dumpsters shall be located such that they prevent illicit discharge into the storm sewer system. 13. No recreational vehicles shall be stored or maintained in this PUD. 14. No outside storage or display of goods or merchandise shall be allowed in this PUD. 15. The use of outdoor loudspeakers shall be limited. Any outdoor loudspeaker system shall be reviewed for compliance with the City’s noise ordinance. 34 Resolution 2019-303 File 2019093 Page 6 16. Construction parking for this development shall occur on the site, or pursuant to a construction parking plan approved by the City. 17. Structures shall comply with the following architectural design standards: a.All structures shall have high quality finishes and shall be constructed of durable materials. The primary exterior surfaces shall include brick, glass, split-face integral-colored decorative block, stone, and approved fiber-cement panels. b.Painted block is prohibited. c.All building elevations shall receive equal or nearly equal treatment and visual qualities. d.Building colors shall be harmonious throughout the development. e.Any parapets visible from the back shall be treated to coordinate with the building. f.Any visible rooftop or ground-mounted mechanical equipment shall be screened or painted to match the building. Materials for any screening elements shall be coordinated with the building design and architecture. Any such screening elements proposed shall be reviewed by City staff, and shall receive City staff approval prior to installation. g.Buildings shall have varied and interesting detailing. The use of large unadorned walls unrelieved by architectural detailing (such as change in materials, change in color, offsets, or other significant visual relief) shall be prohibited. h.Uniform materials shall be incorporated on all structures. The use of varied textures is encouraged. i.Elevations of all sides of a proposed building shall be submitted with the required PUD final plan, for determination of compliance with the above requirements. 18. Signage shall comply with the following standards: a.All signs shall conform to section 21155.05 (Signs - General Regulations and Restrictions) of the zoning ordinance, except as amended herein. b.Signs shall be designed and constructed in a uniform manner and, to the extent possible, as an integral part of the building’s architecture. c.Two freestanding signs shall be allowed for the commercial area, as follows: 1) one monument sign containing up to 32 square feet per side in the northwest portion of the site (this sign must be relocated out of the well house lot); and 2) one pylon sign containing up to 100 square feet per side in the northeast portion of the site. d.Three freestanding signs shall be allowed for the residential area, as follows: 1) a two-sided monument sign containing up to 20 square feet per side at the main residential site entrance along Lancaster Lane; and 2) two signs, each containing up to 20 square feet, attached to decorative fencing to delineate the residential area from the commercial area. e.Wall signage is allowed on the north, east, and south sides of Retail Building #1, on the north and south sides of Retail Buildings #2 and #3, on the north and west sides of Retail Building #4, and on the north and west sides of the park-and-ride ramp. Wall signage is prohibited on the residential buildings. f.Wall signs shall not cover more than ten percent of the wall area of commercial buildings and of the park-and-ride ramp. g.All wall signs shall consist of individual dimensional letters and logos, and shall be architecturally compatible with the building and other signage in the development. 35 Resolution 2019-303 File 2019093 Page 7 h.Wall tenant signage for the commercial buildings shall consist of store/business identification only. Corporate logos, emblems, and similar identifying devices are permitted provided they are confined within the sign band and do not occupy more than twenty-five percent of the sign area. i.Illuminated wall signs shall consist of channel letters with acrylic facing or reverse channel letters (halo-lighted). Externally illuminated wall signs by a separate light source shall be prohibited. j.Wall signs shall not extend more than eight inches beyond the face to which the sign is mounted. k.Individual letters for wall signs shall not exceed thirty-three inches in height. l.Back-lit awnings are prohibited. m.Inflatable advertising devices and searchlights are prohibited. n.Temporary signage shall comply with Zoning Ordinance requirements. o.Directional signage and address signage shall comply with Zoning Ordinance requirements. p.Exposed neon tubing for signage or accent purposes is prohibited. q.Window signs shall not cover more than twenty-five (25) percent of the window area in which they are located. Window signs shall not use neon paint, tape, chalk, or paper. r.Individual building occupant sign permit applications shall be reviewed by City staff, and shall receive the required City permit prior to signage installation. 19. A five-foot high decorative (wrought-iron style) fence is required to separate the “Building A” apartment courtyard/play area from the park-and-ride bus lane. 20. No more than two uses within the PUD shall provide drive-up window service. No order stations are allowed in conjunction with any such drive-up (pick-up/drop-off) window service. The exception is that one coffee shop user, or one fast-casual restaurant user as defined and determined by the City, may have an order station: 1) for Retail Building #1 if the drive-up window service lane and order station is fully screened from the residential neighborhood to the west; or 2) for Retail Building #2. 21. If the City opts not to construct the park-and-ride ramp and does not purchase the lot shown for the park-and-ride ramp, the owner of either the Family Project or the Senior Project shall retain ownership of that lot and shall install a surface parking lot on it if the need is demonstrated. If, upon passage of six years after the adoption of this resolution, the City has not made a determination that the development contains an insufficient number of parking spaces, the lot owner may request a PUD amendment to develop the lot with another land use. The City may make its determination as to the adequacy or inadequacy of on-site parking prior to the six-year term. 22. Both Hennepin County and the Minnesota Department of Transportation (MnDOT) reserve the right to make comments upon their receipt and review of the traffic study. Any comments and requirements from these agencies would be included in the final plat review. 23. Contrary to current regulations and via the PUD, the owner of the apartment buildings may charge a separate fee for indoor garage parking within the apartment buildings. However, the City reserves the right to review this condition with the Developer should there be an issue with residents opting to instead park outdoors or in the park-and-ride ramp in a manner that creates parking problems. 36 Resolution 2019-303 File 2019093 Page 8 24. Standard Conditions: a. No building permits shall be issued until the final plat is recorded with Hennepin County. b. Any signage shall require a separate sign permit. c. Any retaining walls over four feet in height shall require a building permit. d. Hours of operation for site preparation work including building demolition, utility installation, foundation piling installation, and grading shall be limited as follows: Monday through Friday -- 7 a.m. to dusk; Saturdays -- 8 a.m. to 6 p.m.; Sundays and Holidays -- no work allowed. Hours of operation for site development work including building construction shall be limited as follows: Monday through Friday -- 7 a.m. to 10 p.m.; Saturdays, Sundays, and Holidays -- 8 a.m. to 9 p.m. e. Compliance with all fire codes, including those for hydrant location and fire lane signage. f. Compliance with the ordinance regarding the location of fire department connections and post- indicator valves. g. Provide turning radii for fire trucks from all directions on all site drives and fire lanes. h. A shut-off valve is required for the existing water main in the street, in the area between the two service connections that would serve the site. Valves shall also be installed to separate buildings within the development. i. Show standpipe locations for the parking ramp. j. Remove all hazardous trees from the property at the owner's expense. k. Trees planted in the boulevard shall be the responsibility of the abutting landowner. l. Prior to issuance of building permits, the Developer shall enter into a Site Improvement Performance Agreement (SIPA) and shall provide the required financial guarantees. The SIPA shall require the Developer to remove the existing mall building from the site. Demolition and disconnect permits are required for removal of the existing mall building. m. The preliminary plat approval shall expire one year after the date of approval, unless the property owner or applicant has applied for final plat approval, or unless the applicant, with the consent of the landowner, has received prior approval from the City to extend the expiration date for up to one additional year, as regulated under Section 510 of City code. APPROVED by the Plymouth City Council on this 12th day of November, 2019. STATE OF MINNESOTA) COUNTY OF HENNEPIN) SS The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota, certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on November 12, 2019, with the original thereof on file in my office, and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the Corporate seal of the City this _________ day of __________________________. __________________________________ City Clerk 37 38 AUGUST 16, 2019SITE PLANPLYMOUTH FOUR SEASONS MALL REDEVELOPMENTREVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 2020Architecture Interior Design Landscape Architecture Engineering Boarman Kroos VogelGroupInc. EOE BUILDING B 51 STALLS= 36.7% BUILDING ABUILDING DATA - FAMILY 1 BEDROOM2 BEDROOM3 BEDROOMTOTAL UNITS 5 UNIT = 6.8%40 UNITS = 54.0%29 UNITS = 39.2%74 UNITSTOTAL BEDS 172 BEDS BUILDING B21 UNITS = 23.9%40 UNITS = 45.4%27 UNITS = 30.7%88 UNITS182 BEDS TOTAL26 UNITS = 16.0%80 UNITS = 49.4%56 UNITS = 34.6%162 UNITS354 BEDS GARAGE*BUILDING APARKING - FAMILY SURFACE* * PER BED GARAGEPER UNIT GARAGE BUILDING C TOTAL 203 STALLS= 65.3%0 STALLS= 0%122 STALLS= 100% 1.65 / UNIT.71 / BED 122 STALLS 108 STALLS= 34.7% .40 / UNIT.23 / BED 311 STALLS 88 STALLS= 63.3% .48 / BED1.00 / UNIT PER UNIT TOTAL 139 STALLS PER BED TOTAL 1.65 / UNIT.71 / BED 1.16 / UNIT.67 / BED1.58/ UNIT.76 / BED BUILDING DATA - SENIOR 1 BEDROOM2 BEDROOM3 BEDROOMTOTAL UNITSTOTAL BEDS BUILDING C102 UNITS = 38.1%136 UNITS = 50.7%30 UNITS = 11.2%268 UNITS464 BEDS BUILDING DATA - TOTAL SITE 1 BEDROOM2 BEDROOM3 BEDROOMTOTAL UNITSTOTAL BEDS 128 UNITS = 29.8%216 UNITS =50.2%86 UNITS = 20.0%430 UNITS818 BEDS TOTAL 254 STALLS= 44.4%318 STALLS= 55.6% .74 / UNIT.39 / BED 572 STALLS 1.33 / UNIT.70/ BED PARKING - SENIOR PARKING - RESIDENTIAL SITETOTAL 51 STALLS= 19.5%210 STALLS= 80.5% 1.30 / UNIT.59 / BED 261 STALLS 1.61 / UNIT.74 / BED* ACCESSBILE GARAGE PARKING REQ'D = 2% - SEE FLOOR PLANS COMMERCIAL PARKING DATA STALLS COMMERCIAL SURFACE PARKING RAMP PARKING TOTAL359 STALLS130 STALLS 229 STALLS**PARK AND RIDE REQUIRES 200 STALLS OF PARKING - 29 ADDITIONAL SPACES USE TO BEDETERMINED RAMP PARKING 0 STALLS= 0%0 STALLS = 0.0%0 STALLS= 0%0 STALLS = 0%0 STALLS= 0% ** ACCESSIBLE SURFACE PARKING REQ'D = 2% = 5 STALLS REQUIRED - 6 STALLS PROVIDED 39 AUGUST 16, 2019RENDERINGPLYMOUTH FOUR SEASONS MALL REDEVELOPMENTCOMMERCIAL ENTRY AT LANCASTER LOOKING EAST RESIDENTIAL ENTRY AT LANCASTER LOOKING EAST REVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 202040 AUGUST 16, 2019RENDERINGPLYMOUTH FOUR SEASONS MALL REDEVELOPMENTCOMMERCIAL VIEW FROM ROCKFORD ROAD LOOKING SOUTHWEST COMMERCIAL VIEW FROM PARK AND RIDE RAMP LOOKING NORTHEAST REVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 202041 AUGUST 16, 2019E015 - ELECTRICAL SITE PHOTOMETRICSPLYMOUTH FOUR SEASONS MALL REDEVELOPMENTE015 1" = 1 ELECTRICAL SITE PHOTOMETRICS REVISION 1 - OCTOBER 3, 20REVISION 2 - JUNE 19, 2020COMMERCIAL PARKING LOT Illuminance (Fc) Average = 1.44 Maximum = 8.5 Minimum = 0.1 Avg/Min Ratio = 14.40 Max/Min Ratio = 85.00 COMMERCIAL PARKING LOT Illuminance (Fc) Average = 1.44 Maximum = 8.5 Minimum = 0.1 Avg/Min Ratio = 14.40 Max/Min Ratio = 85.00 RESIDENTIAL DRIVE-THRU Illuminance (Fc) Average = 1.06 Maximum = 4.7 Minimum = 0.3 Avg/Min Ratio = 3.53 Max/Min Ratio = 15.67 RESIDENTIAL DRIVE-THRU Illuminance (Fc) Average = 1.06 Maximum = 4.7 Minimum = 0.3 Avg/Min Ratio = 3.53 Max/Min Ratio = 15.67 RESIDENTIAL PARKING LOT Illuminance (Fc) Average = 1.65 Maximum = 8.9 Minimum = 0.2 Avg/Min Ratio = 8.25 Max/Min Ratio = 44.50 RESIDENTIAL PARKING LOT Illuminance (Fc) Average = 1.65 Maximum = 8.9 Minimum = 0.2 Avg/Min Ratio = 8.25 Max/Min Ratio = 44.50 Luminaire Schedule Symbol Label Tag Arrangement Qty Lum. Watts Lum. Lumens Description BUG Rating XP 10' PEDESTRIAN POLE SINGLE 91 70 11105 MA20-L3W30r1-R4 B3-U1-G3 XP1 20' SINGLE HEAD PARKING POLE SINGLE 13 111 11177 MA10-L3W30-r1-R3 B3-U0-G3 XW 10' WALL MOUNTED SCONCE SINGLE 11 40 3129 WSR LED P2 SR3 40K M B1-U0-G1 XP-2 20' DOUBLE HEAD PARKING LIGHT BACK-BACK 3 135.09 12697 MA10-L3W46-R3 B3-U0-G3 Commercial building 1 Commercial building 2 Commercial building 3 Commercial building 4 Family Building_1 Family Building_2 Senior Building XP XW XWXW XW XW XW XW XW XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XWXWXW XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP1 XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP XP-2 XP-2 XP-2 XP XP XP XP XP XP XP XP XP0.00.4 0.6 0.6 0.4 0.4 0.4 0.5 0.5 0.5 0.7 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.4 0.3 0.4 0.5 0.4 0.4 0.3 0.3 0.7 0.3 0.6 0.9 0.7 0.4 0.4 0.6 0.7 1.2 1.8 2.2 2.2 1.4 0.9 0.6 0.4 0.3 0.4 0.5 0.7 1.0 1.4 1.6 1.0 0.7 0.5 0.3 0.2 0.4 1.1 1.4 1.1 0.7 0.3 0.2 0.2 0.2 1.1 2.0 1.8 0.4 0.5 0.8 1.1 1.0 1.0 0.6 0.4 0.5 0.6 1.1 3.3 4.8 4.1 2.3 0.8 0.3 0.2 0.1 0.2 0.4 1.0 2.2 3.2 3.4 2.7 1.1 0.5 0.2 0.1 0.1 0.7 2.6 2.9 2.0 0.8 0.5 0.3 0.2 0.8 1.1 3.3 5.2 1.6 0.3 0.6 1.2 2.5 2.0 0.8 1.7 1.6 0.8 0.5 0.3 0.3 0.6 1.7 1.5 0.6 0.1 0.1 0.0 0.0 0.0 0.1 0.2 1.1 2.1 1.7 1.3 0.4 0.1 0.1 0.0 0.0 0.1 1.5 2.7 3.3 1.9 0.9 0.6 0.3 1.4 1.7 1.4 1.9 6.2 3.4 1.2 0.4 0.6 1.3 4.2 5.7 2.4 0.3 2.2 4.1 2.2 0.7 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.1 1.1 0.8 0.5 0.3 2.4 4.3 4.1 1.5 0.4 2.3 3.0 1.4 0.7 0.4 0.6 1.1 2.2 4.0 2.7 0.5 0.2 1.2 4.1 4.0 1.4 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 0.4 0.2 0.2 1.6 2.7 6.2 8.5 4.3 0.4 0.1 0.1 0.9 1.0 0.8 0.7 0.7 0.7 0.7 1.0 0.8 0.7 0.7 0.7 0.9 1.0 1.2 1.3 0.5 0.2 0.2 0.4 1.7 2.9 1.8 0.8 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.3 1.1 0.4 0.2 1.5 1.8 2.7 4.7 5.2 2.0 0.2 0.1 0.3 0.5 0.7 1.0 1.4 2.2 2.9 3.0 2.0 1.3 0.9 0.6 0.4 0.3 0.2 0.2 0.3 0.4 0.6 0.9 0.6 0.6 0.6 0.6 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 2.0 3.4 1.1 0.4 0.2 1.4 1.2 0.9 1.0 1.5 1.9 1.1 0.1 0.3 0.6 1.4 4.2 8.7 7.2 3.4 2.0 1.7 1.2 0.4 0.2 0.2 0.3 0.5 0.7 1.5 1.4 0.3 0.1 0.2 0.4 0.8 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 3.8 4.3 1.1 0.4 0.2 2.2 2.1 1.2 0.8 1.4 2.5 3.4 0.1 0.2 0.4 0.7 3.2 2.9 1.6 2.5 4.9 5.7 2.3 0.5 0.3 0.4 0.7 1.8 3.6 2.0 0.3 0.1 0.1 0.1 0.8 1.8 1.0 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 3.7 3.2 0.8 0.3 0.2 2.8 5.1 3.7 1.2 1.3 3.1 7.3 5.6 0.2 0.2 0.7 1.1 1.1 1.1 1.4 2.8 5.1 3.8 1.6 0.6 0.6 1.3 4.2 8.1 2.5 0.1 0.1 0.1 0.1 0.6 3.3 3.0 1.1 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.9 1.5 0.6 0.3 0.2 1.8 5.3 7.5 2.8 1.1 2.0 4.5 7.7 0.2 0.6 2.9 2.1 1.1 0.8 0.8 1.1 1.4 1.6 1.6 1.1 1.1 2.3 4.8 5.6 0.1 0.1 0.1 0.2 2.4 4.6 2.6 0.7 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.9 0.9 0.4 0.2 0.1 1.1 1.6 2.8 2.2 1.2 1.4 2.1 3.0 0.3 4.3 5.9 2.1 1.1 0.9 1.1 1.3 1.2 1.1 1.2 1.5 1.6 1.9 1.6 0.7 0.1 0.1 0.1 0.5 2.7 2.5 1.2 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.6 0.3 0.2 0.5 0.6 0.7 0.6 0.6 0.9 0.8 0.7 0.1 1.0 4.3 3.2 1.3 1.3 1.7 2.8 4.0 2.9 1.9 1.7 1.8 1.6 0.8 0.2 0.1 0.1 0.1 0.3 0.7 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6 0.6 0.3 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.8 0.9 0.3 0.1 0.0 0.1 1.1 2.5 1.3 0.7 0.7 1.5 3.9 7.0 6.4 2.9 1.9 2.1 1.1 0.1 0.1 0.1 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.7 1.0 0.6 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.7 1.6 1.0 0.1 0.1 0.2 0.7 1.3 1.3 0.6 0.4 0.3 0.4 1.2 1.9 2.2 1.7 3.0 3.2 0.8 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 1.1 2.3 1.3 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.9 2.5 4.1 1.2 0.1 0.9 2.0 1.9 1.4 0.8 0.4 0.3 0.2 0.3 0.3 0.5 0.8 2.1 6.2 5.1 0.7 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.2 2.9 4.3 1.3 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.6 1.9 5.4 5.4 0.1 0.4 3.3 4.5 2.1 1.4 1.4 1.2 1.1 0.2 0.3 0.4 0.6 1.2 3.8 7.1 3.7 0.9 1.2 1.0 0.8 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.2 3.7 4.2 1.1 0.4 0.2 0.3 0.4 0.5 0.7 1.0 1.3 0.8 1.1 2.5 4.5 2.6 0.0 0.1 1.2 5.0 4.0 1.3 1.1 1.8 3.5 5.5 3.0 0.3 0.6 0.9 1.3 1.9 1.4 1.3 2.0 2.5 2.9 1.5 0.8 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.2 2.6 2.3 0.7 0.4 0.2 0.2 0.3 0.5 0.6 0.9 1.7 3.6 6.2 4.9 1.9 0.7 0.1 1.2 2.8 1.3 0.7 0.6 0.9 2.5 5.8 5.1 1.0 0.8 1.0 0.8 0.4 5.2 6.4 2.8 2.3 5.2 5.2 2.0 0.9 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 1.1 1.2 0.5 0.3 0.2 0.3 0.5 0.5 0.7 0.8 1.3 2.6 7.1 8.1 2.6 0.8 1.2 0.7 0.5 0.5 0.6 1.1 2.4 3.5 1.9 1.3 0.9 0.2 1.4 6.5 4.7 1.6 1.2 3.5 6.2 3.5 1.4 0.9 0.6 0.4 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.7 0.8 0.4 0.2 0.2 0.3 0.5 0.7 0.9 0.9 0.8 0.8 1.3 2.7 4.8 3.2 0.6 0.5 0.4 0.3 0.4 0.4 0.6 1.0 1.7 2.4 2.5 0.9 0.1 0.2 1.6 3.2 1.9 1.1 0.8 0.4 1.1 1.3 0.9 0.8 0.8 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.6 0.6 0.3 0.2 0.2 0.3 0.6 1.0 1.6 2.1 1.7 1.0 0.6 0.7 1.0 1.5 2.1 1.1 0.2 0.2 0.2 0.3 0.3 0.5 0.8 1.8 5.0 4.5 0.8 0.4 1.3 1.3 0.9 1.1 0.9 0.3 0.1 0.3 0.8 0.9 0.6 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.7 0.7 0.5 0.3 0.3 0.3 0.5 1.0 2.0 3.3 3.8 3.0 1.3 0.5 0.4 0.6 0.8 1.2 1.2 0.8 0.7 0.1 0.2 0.3 0.5 0.9 2.9 8.8 5.2 0.2 0.7 1.1 0.9 1.0 1.6 1.1 0.2 0.1 0.5 1.7 1.9 1.0 0.6 0.4 0.3 0.2 0.1 0.1 0.1 1.3 1.4 0.7 0.4 0.2 0.4 0.4 0.5 0.8 1.8 3.2 4.7 5.1 3.9 1.4 0.4 0.4 0.5 0.6 0.8 1.0 1.1 1.8 3.1 2.8 0.9 0.3 0.6 1.4 3.2 4.6 0.4 0.7 0.9 0.9 1.0 1.8 4.0 1.3 1.8 5.1 3.4 1.4 0.6 0.4 0.3 0.2 0.2 0.9 3.7 2.0 0.7 0.3 0.2 0.5 0.6 0.6 1.1 2.5 4.1 5.7 6.7 4.4 1.2 0.4 0.4 0.5 0.6 0.7 0.7 0.9 1.4 4.3 7.5 4.0 0.1 0.6 1.0 1.2 0.8 1.2 2.2 1.6 1.0 0.9 1.4 5.6 6.8 0.9 4.2 5.1 2.4 1.2 0.7 0.5 0.3 0.3 1.8 5.4 2.2 0.6 0.3 0.1 0.2 0.7 0.9 0.7 1.2 2.6 4.2 5.3 5.6 3.0 0.7 0.4 0.6 0.8 0.9 1.0 0.8 0.8 1.0 2.0 5.4 5.2 1.1 0.1 0.0 0.3 0.1 1.3 5.7 4.7 1.6 1.0 1.1 2.2 5.3 4.1 1.1 0.9 0.8 0.7 0.5 0.4 2.2 4.8 1.4 0.5 0.3 0.1 0.1 0.2 1.1 1.3 0.8 1.0 1.9 2.7 2.9 2.4 1.2 0.5 0.7 0.9 1.3 1.6 1.6 1.4 1.1 1.0 1.1 1.7 2.4 1.5 0.2 0.1 0.0 2.3 5.8 3.4 1.4 1.5 2.3 3.7 2.9 0.2 0.5 0.8 0.8 0.6 1.3 2.2 0.9 0.5 0.1 0.1 0.1 0.2 1.7 2.9 1.3 0.8 0.9 0.9 0.7 0.5 0.4 0.6 0.9 1.4 2.0 2.5 2.7 2.5 1.9 1.3 1.0 1.0 1.2 1.3 0.6 0.4 0.2 0.0 0.2 2.0 3.0 1.4 1.1 1.3 2.4 5.4 5.5 1.7 0.9 1.5 1.2 1.2 1.6 0.9 0.5 0.1 0.1 0.2 0.2 0.2 2.2 7.1 2.4 0.9 0.6 0.4 0.3 0.3 0.4 0.7 1.2 2.0 2.8 3.5 3.8 3.8 3.0 2.0 1.5 1.0 0.9 1.0 0.9 1.1 1.5 1.7 1.3 0.1 0.6 1.5 1.3 0.9 0.8 0.8 1.1 2.3 4.5 3.1 0.7 2.2 3.6 3.3 2.2 1.1 0.7 0.1 0.1 0.2 0.3 0.3 0.2 1.2 7.0 3.9 1.1 0.5 0.4 0.3 0.3 0.4 0.8 1.4 2.4 3.5 3.8 3.8 3.9 3.6 3.1 2.2 1.3 0.9 0.7 0.8 1.1 2.6 5.3 6.0 1.3 0.0 0.4 0.8 1.1 1.2 0.8 0.6 0.6 0.5 0.6 0.8 1.6 2.1 1.2 0.7 0.7 6.6 7.9 4.5 2.2 0.2 0.2 0.3 0.5 0.5 0.2 0.1 2.3 2.8 1.4 0.6 0.5 0.4 0.4 0.5 0.8 1.5 2.5 3.7 4.3 4.6 4.4 4.3 4.0 2.9 1.8 1.0 0.7 0.6 0.7 1.3 4.1 6.5 3.1 0.2 0.0 0.1 2.8 2.1 1.3 0.9 0.7 0.6 0.5 0.4 0.4 0.5 0.6 0.9 1.1 1.0 1.4 2.3 0.0 3.0 5.5 4.0 2.7 0.2 0.3 0.3 0.5 1.0 0.7 0.1 1.0 1.1 0.8 0.7 0.6 0.4 0.5 0.7 1.3 2.2 3.5 4.2 4.6 4.5 4.1 4.1 3.2 2.1 1.2 0.7 0.6 0.6 0.7 1.3 2.5 2.5 0.8 0.2 0.1 4.6 6.8 2.2 1.0 0.8 0.9 0.8 0.7 0.6 0.5 0.4 0.4 0.4 0.7 0.9 1.4 3.9 7.5 2.2 0.0 0.0 0.4 1.5 1.5 0.2 0.3 0.4 0.7 1.5 2.2 0.7 0.5 0.7 0.9 1.0 0.7 0.6 0.6 1.0 1.6 2.8 3.2 3.8 4.1 3.9 4.0 3.1 2.0 1.2 0.7 0.5 0.5 0.5 0.7 0.9 1.4 1.3 0.9 0.8 0.3 0.7 4.9 3.9 1.4 1.0 1.2 1.4 1.4 1.2 0.9 0.7 0.5 0.4 0.4 0.5 0.8 1.4 3.0 8.3 5.3 0.3 0.8 1.8 1.7 1.3 0.3 0.4 0.7 1.7 5.1 3.9 0.5 0.4 1.1 1.9 1.3 1.0 0.8 0.8 1.1 1.6 2.3 3.3 3.6 3.8 3.5 2.5 1.6 1.0 0.7 0.5 0.5 0.5 0.5 0.6 0.9 1.2 1.5 2.5 4.3 2.9 0.1 1.0 2.5 1.6 1.2 1.5 2.0 2.4 2.4 2.0 1.4 1.0 0.6 0.5 0.4 0.6 0.9 1.7 2.2 3.3 3.7 4.5 2.4 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 1.1 1.7 2.1 3.7 6.1 6.7 3.8 2.1 1.3 0.9 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 1.3 1.6 1.4 1.8 2.7 3.7 3.0 2.1 1.3 0.8 0.7 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 0.9 1.1 1.1 1.3 1.7 1.8 1.7 1.7 1.5 1.3 1.1 1.2 1.1 1.0 1.0 1.0 0.8 0.8 0.9 1.1 1.0 0.8 0.8 0.9 1.0 1.0 0.8 0.7 0.6 0.5 0.6 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.6 0.5 0.5 0.6 0.7 0.9 1.2 1.5 1.7 1.9 2.2 1.8 1.7 1.6 1.2 0.9 0.7 0.7 0.7 0.5 0.4 0.3 0.4 0.4 0.4 0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.4 0.5 0.8 1.3 1.8 2.5 3.0 2.7 2.3 1.7 1.1 0.7 0.5 0.4 0.3 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.5 1.0 1.7 1.9 2.0 1.4 0.8 0.5 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C 60'-0" 42 AUGUST 16, 2019L100 - TREE INVENTORY PLANPLYMOUTH FOUR SEASONS MALL REDEVELOPMENTREVISION 2 - JUNE 19, 2020EXISTING AERIAL WETLAND SETBACK ZONE; SEE CIVIL WETLAND BUFFER ZONE; SEE CIVIL GRAPHIC LEGEND: STD. CONCRETE WALK, BROOM FINISH, TYP. TURFGRASS: SOD, IRRIGATED, TYP.ROCK MULCH, 3/4" BUFF LIMESTONE, CLEAN, PERENNIAL PLANTING BASED ON PLANT SCHEDULE SPECIES LIST PLAYGROUND AREA, MATERIAL TBD BY PLAYGROUND VENDOR COLORED CONCRETE, CEMSTONE 'COLOR TBD' JOINTING PER LAYOUT AND SURACING PLANS BITUMINOUS TRAIL; SEE CIVIL 1" = 60'-0"L100 1 SITE PLAN - EXISTING TREES 22"AS 5"SP 5 "S P 5"SP 5"SP 5"SP 4"SP 4"SP 5"SP 5"SP 6"SP 5"SP 5"SP 19"AS 14"SP16"AS 16"AS 8"PI 10"PI 12"PI 8"PI 12"SP 16"SP 16"SP 12"SP 5"SP 14"SP 12"SP 12"SP 12"SP 12"SP 6"SP 6"SP 6"SP8"SP 15"FR 8"SP 8"SP 8"SP 12"SP 9"SP 10"FR 14"AS 8"MA 6"MA 6"SP 18"AS 10"SP 4"SP 6"SP 8"SP 8"SP 18"AS 16"AS 10"AS 22"AS 4"SP 10"SP 14"AS 20"AS 14"AS 4"MA 8"MA18"AS 8"AS 18"AS 14"AS 24"AS 17"AS 17"AS 12"AS 12"AS 24"AS 24"AS 20"AS L A N C A S T E R L A N E PARK AND RIDE RAMP GARAGE ACCESS 254 TOTAL RESIDENTIAL SURFACE PARKING SPACES POND LANCASTER LANE ROAD HWY 169 ON-RAMPWETLAND BOARDWALK GARAGE ACCESS PUMP HOUSE PUMP HOUSE FUTURE STORM WATER AMENITY - SEE CIVIL FOR ADJACENT EASEMENTS DOG RUN W/ WASTE STATION COMMERCIAL #4 130 TOTAL COMMERCIAL SURFACE PARKING SPACES PICK-UP/DROP-OFF CANOPY/GARAGE PEDESTRIAN ACCESS ONE-WAYBUS LOOPO N E -W A Y B U S L O O P FUTURE LINK TO ROCKFORD ROAD BUILDING 'C' SENIOR APTS NATIVE PLANTINGS MULTI-TENANT RESTAURANT / RETAIL 4,400 SF RESTAURANT 4,300 SF MULTI-TENANT RESTAURANT / RETAIL 8,200 SF PATIO 5,000 SF RETAIL PYLON SIGNAGE COMMERCIAL #1 COMMERCIAL #2 COMMERCIAL #3 PATIO MULTI-TENANT RESTAURANT / RETAIL 6,400 SF PATIO RETAIL MONUMENT SIGNAGE BIKE CAFE PATIO RESIDENTIAL SIGNAGE 1 RESIDENTIAL MONUMENT SIGNAGE 2 & 3 TYP. PARKING DIM. - 9'X18' WETLAND DELINEATION BUFFER BUFFER SETBACK INTERPRETIVE WETLAND TRAIL FOREBAY GARAGE ACCESS GARAGE ACCESS PLAY AREA AMENITY PATIO BUILDING 'B' FAMILY APTS AMENITY PATIO C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C Group#289Group#291Group#295Group#296Group#297Group#298Group#299Group#300Group#301Group#302Group#303Group#304Group#305 Group#306 Group#307 Group#308 Group#309 Group#311 Group#312 Group#313 Group#314 Group#317 Group#318 Group#320 Group#321 Group#322 Group#323 Group#324 Group#325 Group#326 Group#327 Group#328 Group#329 Group#330 Group#331 Group#319 Group#316 Group#293 Group#315 Group#290 Group#292 Group#294 Group#310 Group#286 Group#287 Group#288 Group#289 Group#291 Group#295 Group#296 Group#297 Group#298 Group#299 Group#300 Group#301 Group#302 Group#303 Group#304 Group#305 Group#306 Group#307 Group#308 Group#309 Group#311 Group#312 Group#313 Group#314 Group#317 Group#318 Group#320 Group#321 Group#322 Group#323 Group#324 Group#325 Group#326 Group#327 Group#328 Group#329 Group#330 Group#331 Group#319 Group#316 Group#293 Group#315 Group#290 Group#292 Group#294 Group#310 Group#286 Group#287 Group#288EXISTING TREES ON SITE EXISTING TREES ON SITE EXISTING TREES ON SITE EXISTING TREES ON SITE EXISTING TREES ON SITE EXISTING TREES ON SITE • TOTAL EXISTING TREES: 839 TOTAL CAL. INCHES 568" TOTAL CAL. INCHES REMOVED - ASH TREES: 427 CAL. INCHES 354" REMOVED - FRUIT TREES: 25 CAL. INCHES 25" REMOVED - MAPLE TREES: 26 CAL. INCHES 26" REMOVED - PINE TREES: 38 CAL. INCHES 0" REMOVED - SPRUCE TREES: 323 CAL. INCHES 163" REMOVED 271" PRESERVED OF 839" TOTAL EXISTING TREES (32% PRESERVATION) • TOTAL TREES PROPOSED ON SITE: 195 TREES TOTAL - DECIDUOUS TREES: 90 TREES - EVERGREEN TREES: 22 TREES - ORNAMENTAL TREES: 83 TREES TREE INVENTORY PLAN SUMMARY: 43 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTL101 - TREE PRESERVATION/ REFORESTATION PLANREVISION 2 - JUNE 19, 202022"AS 5"SP 5 "S P 5"SP 5"SP 5"SP 4"SP 4"SP 5"SP 5"SP 6"SP 5"SP 5"SP 19"AS 14"SP16"AS 16"AS 8"PI 10"PI 12"PI 8"PI 12"SP 16"SP 16"SP 12"SP 5"SP 14"SP 12"SP L A N C A S T E R L A N E PARK AND RIDE RAMP GARAGE ACCESS 254 TOTAL RESIDENTIAL SURFACE PARKING SPACES POND LANCASTER LANE HWY 169 ON-RAMPWETLAND BOARDWALK GARAGE ACCESS PUMP HOUSE PUMP HOUSE FUTURE STORM WATER AMENITY - SEE CIVIL FOR ADJACENT EASEMENTS DOG RUN W/ WASTE STATION COMMERCIAL #4 130 TOTAL COMMERCIAL SURFACE PARKING SPACES PICK-UP/DROP-OFF CANOPY/GARAGE PEDESTRIAN ACCESS ONE-WAYBUS LOOPO N E -W A Y B U S L O O P FUTURE LINK TO ROCKFORD ROAD BUILDING 'C' SENIOR APTS NATIVE PLANTINGS MULTI-TENANT RESTAURANT / RETAIL 4,400 SF RESTAURANT 4,300 SF MULTI-TENANT RESTAURANT / RETAIL 8,200 SF PATIO 5,000 SF RETAIL PYLON SIGNAGE COMMERCIAL #1 COMMERCIAL #2 COMMERCIAL #3 PATIO MULTI-TENANT RESTAURANT / RETAIL 6,400 SF PATIO RETAIL MONUMENT SIGNAGE BIKE CAFE PATIO RESIDENTIAL SIGNAGE 1 RESIDENTIAL MONUMENT SIGNAGE 2 & 3 TYP. PARKING DIM. - 9'X18' WETLAND DELINEATION BUFFER BUFFER SETBACK INTERPRETIVE WETLAND TRAIL FOREBAY GARAGE ACCESS GARAGE ACCESS PLAY AREA AMENITY PATIO BUILDING 'B' FAMILY APTS AMENITY PATIO C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C Group#289 Group#291 Group#295 Group#296 Group#297 Group#298 Group#299 Group#300 Group#301 Group#302 Group#303 Group#304 Group#305 Group#306 Group#307 Group#308 Group#309 Group#311 Group#312 Group#313 Group#314 Group#317 Group#318 Group#320 Group#321 Group#322 Group#323Group#324Group#325Group#326Group#327Group#328Group#329Group#330Group#331Group#319Group#316 Group#293 Group#315 Group#290 Group#292 Group#294Group#310Group#286Group#287Group#288Group#289 Group#291 Group#295 Group#296 Group#297 Group#298 Group#299 Group#300 Group#301 Group#302 Group#303 Group#304 Group#305 Group#306 Group#307 Group#308 Group#309 Group#311 Group#312 Group#313 Group#314 Group#317 Group#318 Group#320 Group#321 Group#322 Group#323 Group#324 Group#325 Group#326 Group#327 Group#328 Group#329 Group#330 Group#331 Group#319 Group#316 Group#293 Group#315 Group#290 Group#292 Group#294 Group#310 Group#286 Group#287 Group#288EXISTING TREES TO REMAIN PROTECTED ON SITE EXISTING TREES TO REMAIN PROTECTED ON SITE EXISTING TREES TO REMAIN PROTECTED ON SITE EXISTING TREES TO REMAIN PROTECTED ON SITE • TOTAL EXISTING TREES: 839 TOTAL CAL. INCHES 568" TOTAL CAL. INCHES REMOVED - ASH TREES: 427 CAL. INCHES 354" REMOVED - FRUIT TREES: 25 CAL. INCHES 25" REMOVED - MAPLE TREES: 26 CAL. INCHES 26" REMOVED - PINE TREES: 38 CAL. INCHES 0" REMOVED - SPRUCE TREES: 323 CAL. INCHES 163" REMOVED 271" PRESERVED OF 839" TOTAL EXISTING TREES (32% PRESERVATION) • TOTAL TREES PROPOSED ON SITE: 204 TREES TOTAL - DECIDUOUS TREES: 99 TREES - EVERGREEN TREES: 22 TREES - ORNAMENTAL TREES: 83 TREES • TOTAL SHRUBS PROPOSED ON SITE: 1401 SHRUBS TOTAL - DECIDUOUS SHRUBS: 1062 SHRUBS - EVERGREEN SHRUBS: 339 SHRUBS TREE INVENTORY PLAN SUMMARY: PROPOSED PLANT SCHEDULE: QTY SYM COMMON NAME SCIENTIFIC NAME PLANTING SIZE 20 TC GREENSPIRE LINDEN Tilia cordata 'Greenspire'2.5" CAL. DECIDUOUS SHRUBS 129 Ca SUGARTINA CLETHRA Clethra alnifolia 'Crystalina' (PP21, 561) #1 CONT. 62 Cb IVORY HALO DOGWOOD Cornus alba 'Bailhalo'#5 CONT. 48 Ct TOM THUMB COTONEASTER Cotoneaster apiculatus 'Tom Thumb'#1 CONT. 161 Ds BUTTERFLY BUSH HONEYSUCKLE Diervilla sessilifolia 'Butterfly'#5 CONT. 203 Hk KALM AMES HYPERICUM Hypericum kalmianum 'Ames'#2 CONT. 41 Pv NORTHWIND SWITCH Panicum virgatum 'Northwind'#2 CONT. 219 Ra GRO LOW SUMAC Rhus aromatica 'Gro Low'#5 CONT. 17 Rn FLOWER CARPET ROSE Rosa x 'Noamel'#1 CONT. 182 Ss SEM FALSE SPIREA Sorbaria sorbifolia 'Sem'#5 CONT. CONIFEROUS TREES 7 AC CONCOLOR FIR Abies concolor 6' B&B 20 Jn STAR POWER JUNIPER Juniperus x 'JN Select Blue'6' B&B 1 JS SKYROCKET JUNIPER Juniperus scopulorum 'Skyrocket'6' B&B 1 JV EASTERN RED CEDAR Juniperus virginiana 6' B&B 7 PA NORWAY SPRUCE Picea abies 8' B&B 8 PP COLORADO SPRUCE Picea Pungens 10' B&B 1 PS WHITE PINE Pinus strobus 10' B&B 1 To YELLOW RIBBON ARBORVITAE Thuja occidentalis 'Yellow Ribbon'6' B&B 1 TR RUSHMORE ARBORVITAE Thuja occidentalis 'Rushmore'6' B&B CONIFEROUS SHRUBS 129 Bg CHICAGOLAND GREEN BOXWOOD Buxus x 'Glencoe'#5 CONT. 8 Cp KING'S GOLD CHAMAECYPARIS Chamaecyparis pisifera 'King's gold'#5 CONT. 111 Jc HETZ COLUNAR JUNIPER Juniperus chinensis 'Hetzii Columnaris' #15 CONT. 91 Jc MANEY JUNIPER Juniperus chinensis 'Maneyi'#5 CONT. QTY SYM COMMON NAME SCIENTIFIC NAME PLANTING SIZE PERENNIALS/VINES/ANNUALS 1 ac MAGGIE DALEY ASTILBE Astilbe chinensis 'Maggie Daley'#1 CONT. 57 H DESIGNER GENES HOSTA Hosta 'Designer Genes'#1 CONT. 1 hb BLUE ANGEL HOSTA Hosta 'Blue Angel'#1 CONT. 1 hh HAPPY RETURNS DAYLILY Hemerocallis 'Happy Returns'#1 CONT. 1 pa BLUE JEAN BABY RUSSIAN SAGE Perovskia atriplicifolia 'Blue Jean Baby' #1 CONT. 1 pt GREEN CARPET PACHYSANDRA Pachysandra terminalis 'Green Carpet' #1 CONT. 79 sh PRAIRIE DROPSEED Sporobolus heterolepis #1 CONT. ORNAMENTAL TREES 27 AG AUTUMN BRILLIANCE SERVICEBERRY Amelanchir x grandiflora 'Autumn Brilliance' 2" CAL. 16 BP WHITESPIRE BIRCH (CLUMP)Betula populifolia 'Whitespire'2.5" CAL. 21 MS SPRING SNOW CRABAPPLE Malus 'Spring Snow'2" CAL. 19 Sr IVORY SILK JAPANESE TREE LILAC Syringa reticulata 'Ivory Silk'2" CAL. DECIDUOUS TREES 9 AS AUTUMN SPLENDOR BUCKEYE Aesculus sylvatica 'Autumn Splendor' 2.5" CAL. 4 BN RIVER CLUMP BIRCH Betula nigra 2.5" CAL. 7 BP DAKOTA PINNACLE BIRCH Betula platyphylla 'Fargo'2" CAL. 13 CO HACKBERY Celtis occidantalis 2.5" CAL. 10 GB PRINCETON SENTRY GINKGO Ginkgo biloba 'Princeton Sentry'2.5" CAL. 14 GD KENTUCKY ESPRESSO COFFEE TREE Gymnocladus dioicus 'Espresso-JFS' 2.5" CAL. 10 QE NORTHERN PIN OAK Quercus ellipsoidalis 2.5" CAL. 1 QM BUR OAK Quercus macropa 2.5" CAL. 1 QW KINDRED SPIRIT OAK Quercus x warei 'Nadler'2.5" CAL. 7 TA AMERICAN SENTRY LINDEN Tilia americana 'MnKSentry'2.5" CAL. 6 TA REDMOND LINDEN Tilia americana 'Redmond'2.5" CAL. 44 AUGUST 16, 2019L102 - LANDSCAPE PLANPLYMOUTH FOUR SEASONS MALL REDEVELOPMENTREVISION 2 - JUNE 19, 202022"AS 5"SP 5 "S P 5"SP 5"SP 5"SP 4"SP 4"SP 5"SP 5"SP 6"SP 5"SP 5"SP 19"AS 14"SP16"AS 16"AS 8"PI 10"PI 12"PI 8"PI 12"SP 16"SP 16"SP 12"SP 5"SP 14"SP 12"SP L A N C A S T E R L A N E PARK AND RIDE RAMP GARAGE ACCESS 254 TOTAL RESIDENTIAL SURFACE PARKING SPACES POND LANCASTER LANE HWY 169 ON-RAMPWETLAND BOARDWALK GARAGE ACCESS PUMP HOUSE PUMP HOUSE FUTURE STORM WATER AMENITY - SEE CIVIL FOR ADJACENT EASEMENTS DOG RUN W/ WASTE STATION COMMERCIAL #4 130 TOTAL COMMERCIAL SURFACE PARKING SPACES PICK-UP/DROP-OFF CANOPY/GARAGE PEDESTRIAN ACCESS ONE-WAYBUS LOOPO N E -W A Y B U S L O O P FUTURE LINK TO ROCKFORD ROAD BUILDING 'C' SENIOR APTS NATIVE PLANTINGS MULTI-TENANT RESTAURANT / RETAIL 4,400 SF RESTAURANT 4,300 SF MULTI-TENANT RESTAURANT / RETAIL 8,200 SF PATIO 5,000 SF RETAIL PYLON SIGNAGE COMMERCIAL #1 COMMERCIAL #2 COMMERCIAL #3 PATIO MULTI-TENANT RESTAURANT / RETAIL 6,400 SF PATIO TAIL ONUMENT GNAGE BIKE CAFE PATIO RESIDENTIAL SIGNAGE 1 RESIDENTIAL MONUMENT SIGNAGE 2 & 3 TYP. PARKING DIM. - 9'X18' WETLAND DELINEATION BUFFER BUFFER SETBACK INTERPRETIVE WETLAND TRAIL FOREBAY GARAGE ACCESS GARAGE ACCESS PLAY AREA AMENITY PATIO BUILDING 'B' FAMILY APTS AMENITY PATIO C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C Group#289 Group#291 Group#295 Group#296 Group#297 Group#298 Group#299 Group#300 Group#301 Group#302 Group#303 Group#304 Group#305 Group#306 Group#307 Group#308 Group#309 Group#311 Group#312 Group#313 Group#314 Group#317 Group#318 Group#320 Group#321 Group#322 Group#323 Group#324 Group#325 Group#326 Group#327 Group#328 Group#329 Group#330 Group#331 Group#319 Group#316 Group#293 Group#315 Group#290 Group#292 Group#294 Group#310 Group#286 Group#287 Group#288 Group#289Group#291Group#295Group#296Group#297Group#298Group#299Group#300Group#301Group#302Group#303Group#304Group#305Group#306Group#307Group#308Group#309Group#311Group#312Group#313Group#314Group#317Group#318Group#320Group#321Group#322Group#323Group#324Group#325Group#326Group#327Group#328Group#329Group#330Group#331Group#319Group#316Group#293Group#315Group#290Group#292Group#294Group#310Group#286Group#287Group#288PROPOSED PLANT SCHEDULE: *Perennial species shown in plant schedule for reference only.Final perennial count TBD QTY SYM COMMON NAME SCIENTIFIC NAME PLANTING SIZE PERENNIALS/VINES/ANNUALS 1 ac MAGGIE DALEY ASTILBE Astilbe chinensis 'Maggie Daley'#1 CONT. 57 H DESIGNER GENES HOSTA Hosta 'Designer Genes'#1 CONT. 1 hb BLUE ANGEL HOSTA Hosta 'Blue Angel'#1 CONT. 1 hh HAPPY RETURNS DAYLILY Hemerocallis 'Happy Returns'#1 CONT. 1 pa BLUE JEAN BABY RUSSIAN SAGE Perovskia atriplicifolia 'Blue Jean Baby' #1 CONT. 1 pt GREEN CARPET PACHYSANDRA Pachysandra terminalis 'Green Carpet' #1 CONT. 79 sh PRAIRIE DROPSEED Sporobolus heterolepis #1 CONT. ORNAMENTAL TREES 27 AG AUTUMN BRILLIANCE SERVICEBERRY Amelanchir x grandiflora 'Autumn Brilliance' 2" CAL. 16 BP WHITESPIRE BIRCH (CLUMP)Betula populifolia 'Whitespire'2.5" CAL. 21 MS SPRING SNOW CRABAPPLE Malus 'Spring Snow'2" CAL. 19 Sr IVORY SILK JAPANESE TREE LILAC Syringa reticulata 'Ivory Silk'2" CAL. DECIDUOUS TREES 9 AS AUTUMN SPLENDOR BUCKEYE Aesculus sylvatica 'Autumn Splendor' 2.5" CAL. 4 BN RIVER CLUMP BIRCH Betula nigra 2.5" CAL. 7 BP DAKOTA PINNACLE BIRCH Betula platyphylla 'Fargo'2" CAL. 13 CO HACKBERY Celtis occidantalis 2.5" CAL. 10 GB PRINCETON SENTRY GINKGO Ginkgo biloba 'Princeton Sentry'2.5" CAL. 14 GD KENTUCKY ESPRESSO COFFEE TREE Gymnocladus dioicus 'Espresso-JFS' 2.5" CAL. 10 QE NORTHERN PIN OAK Quercus ellipsoidalis 2.5" CAL. 1 QM BUR OAK Quercus macropa 2.5" CAL. 1 QW KINDRED SPIRIT OAK Quercus x warei 'Nadler'2.5" CAL. 7 TA AMERICAN SENTRY LINDEN Tilia americana 'MnKSentry'2.5" CAL. 6 TA REDMOND LINDEN Tilia americana 'Redmond'2.5" CAL. 20 TC GREENSPIRE LINDEN Tilia cordata 'Greenspire'2.5" CAL. DECIDUOUS SHRUBS 129 Ca SUGARTINA CLETHRA Clethra alnifolia 'Crystalina' (PP21, 561) #1 CONT. 62 Cb IVORY HALO DOGWOOD Cornus alba 'Bailhalo'#5 CONT. 48 Ct TOM THUMB COTONEASTER Cotoneaster apiculatus 'Tom Thumb'#1 CONT. 161 Ds BUTTERFLY BUSH HONEYSUCKLE Diervilla sessilifolia 'Butterfly'#5 CONT. 203 Hk KALM AMES HYPERICUM Hypericum kalmianum 'Ames'#2 CONT. 41 Pv NORTHWIND SWITCH Panicum virgatum 'Northwind'#2 CONT. 219 Ra GRO LOW SUMAC Rhus aromatica 'Gro Low'#5 CONT. 17 Rn FLOWER CARPET ROSE Rosa x 'Noamel'#1 CONT. 182 Ss SEM FALSE SPIREA Sorbaria sorbifolia 'Sem'#5 CONT. CONIFEROUS TREES 7 AC CONCOLOR FIR Abies concolor 6' B&B 20 Jn STAR POWER JUNIPER Juniperus x 'JN Select Blue'6' B&B 1 JS SKYROCKET JUNIPER Juniperus scopulorum 'Skyrocket'6' B&B 1 JV EASTERN RED CEDAR Juniperus virginiana 6' B&B 7 PA NORWAY SPRUCE Picea abies 8' B&B 8 PP COLORADO SPRUCE Picea Pungens 10' B&B 1 PS WHITE PINE Pinus strobus 10' B&B 1 To YELLOW RIBBON ARBORVITAE Thuja occidentalis 'Yellow Ribbon'6' B&B 1 TR RUSHMORE ARBORVITAE Thuja occidentalis 'Rushmore'6' B&B CONIFEROUS SHRUBS 129 Bg CHICAGOLAND GREEN BOXWOOD Buxus x 'Glencoe'#5 CONT. 8 Cp KING'S GOLD CHAMAECYPARIS Chamaecyparis pisifera 'King's gold'#5 CONT. 111 Jc HETZ COLUNAR JUNIPER Juniperus chinensis 'Hetzii Columnaris' #15 CONT. 91 Jc MANEY JUNIPER Juniperus chinensis 'Maneyi'#5 CONT. 45 AUGUST 16, 2019FLOOR PLANSPLYMOUTH FOUR SEASONS MALL REDEVELOPMENTBUILDING A - FAMILY 1”=30’REVISION 1 - OCTOBER 3, 2019LEVEL 0 LEVEL 1 LEVEL 2-3 46,884 SF 34,749 SF 34,749 SF REVISION 2 - JUNE 19, 2020WA T E R ME C H . TR A S H / RE C Y C L I N G ME C H . BIK E C A F E MAI L LO B B Y 2D 3A 3A 2A2A2A 2A2A 2A 2D 3E3E 3C3C 3D TYPE 'A'3C 3A 2A 2D 741 S . F . V. 1B 3A 3A 2A2A2A 2A2A 2A 3D TYPE 'A' 2A 2D 1A3A 1C ROOF AMENITY EXIT EXIT 3E3E 3C3C 3C 2B 1B 3A 2B 2B 2A 2B2C TYPE 'A' ENTRY ENTRY ENTRY GARAGE ENTRY 2B 2APLAYFITNESS 46 AUGUST 16, 2019FLOOR PLANSPLYMOUTH FOUR SEASONS MALL REDEVELOPMENTBUILDING B - FAMILY 1”=30’REVISION 1 - OCTOBER 3, 2019LEVEL 0 LEVEL 1 LEVEL 2-3 38,325 SF 38,071 SF 38,071 SF REVISION 2 - JUNE 19, 2020V.WA T E R ME C H . ME C H . TR A S H / RE C Y C L I N G KITCH.CLUB ROOM LOBBY OFFICE 2A 1D TYPE 'A' 2D 3E3E 3C3C 3C 3C 1B 1C 1A 2A 2A 2A 2A2A 1C 3A 2D 2A2A 1A 3A 3B 2B2A 2E 1C 2A 1D TYPE 'A' 2D 3E3E 3C3C 3C 3C 1B 1C 1A 2A 2A 2A 2A2A 1C 3A 1B 2D 2A2A 1A OPEN 3A OPENSTORAGE 2A MAIL 3B 2B VENDING M W J ENTRY ENTRY ENTRY ENTRY ENTRY GARAGE ENTRY GARAGEENTRY 2D 47 AUGUST 16, 2019FLOOR PLANSPLYMOUTH FOUR SEASONS MALL REDEVELOPMENTBUILDING C - SENIOR 1”=30’REVISION 1 - OCTOBER 3, 2019LEVEL 0 LEVEL 1 LEVEL 2-6 50,995 SF 50,607 SF 50,522 SF REVISION 2 - JUNE 19, 2020OFFICE LOBBY CLUB THEATER FITNESS KITCHEN CARD SALON LIBRARY 1F 2B 2B 2F 1E1F 2B 2B 3B 3B 3A 2B 2A 2D TYPE 'A' 3B 2B 1H TYPE 'A' 3C TYPE 'A' 2A 1A 2A 1B 1B 2B 1G 2B 2C 2B 2B 2B 1E 2B 1E 2F 1F 2B 2B 1D OPEN OPEN MECH. WA T E R MECH. MAI N T . V. 2B 2F 2B 2B 3B 3B 3A 2B 2A 2D TYPE 'A' 3B 2B 3C TYPE 'A' 1A 2A 2B 2C 2B 2B 2B 2F 2B 2B 2B 1C 2G 2B 2B 2B ELEV LOBBY VEST. TRASH TRASH ELEV LOBBY VEST. TRASH TRASH STOR. STOR. TRASH STOR. TRASH STOR. 2A 1B 1B 1G 1G 1G 1G 1G 1E1F 1H TYPE 'A' 1F 1G 1E 1F 1D 1G 1G 1G 1G 1E MAIL ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY GARAGE ENTRY GARAGEENTRY 48 AUGUST 16, 2019EXTERIOR ELEVATIONSPLYMOUTH FOUR SEASONS MALL REDEVELOPMENTREVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 2020FAMILY A - SOUTH ELEVATION FAMILY A - NORTH ELEVATION 0'-0" 895.00(CIVIL) LEVEL 1 11'-0" LEVEL 2 21'-8" LEVEL 3 32'-4" LEVEL 4 43'-0" 938.00 (CIVIL) ROOF 0'-0" 895.00(CIVIL) LEVEL 1 11'-0" LEVEL 2 21'-8" LEVEL 3 32'-4" LEVEL 4 43'-0" 938.00 (CIVIL) ROOF FAMILY A - EAST ELEVATION FAMILY A - WEST ELEVATION FAMILY A - EAST COURTYARD ELEVATION FAMILY A - WEST COURTYARD ELEVATION 0'-0" 895.00(CIVIL) LEVEL 1 11'-0" LEVEL 2 21'-8" LEVEL 3 32'-4" LEVEL 4 43'-0" 938.00 (CIVIL) ROOF 0'-0" 895.00(CIVIL) LEVEL 1 11'-0" LEVEL 2 21'-8" LEVEL 3 32'-4" LEVEL 4 43'-0" 938.00 (CIVIL) ROOF FIBER CEMENT PANEL FIBER CEMENT LAP SIDINGMETAL PANEL FIBER CEMENT LAP SIDING FIBER CEMENT PANEL PREMANUF. HUNG ALUM. DECK FACE BRICK VINYL WINDOWS DECORATIVE CONC. BLOCK 49 AUGUST 16, 2019EXTERIOR ELEVATIONSPLYMOUTH FOUR SEASONS MALL REDEVELOPMENTREVISION 1 - OCTOBER 3, 2019FAMILY B - NORTH ELEVATION FAMILY B - SOUTH ELEVATION 0'-0" 895.00(CIVIL) LEVEL 1 11'-0" LEVEL 2 21'-8" LEVEL 3 32'-4" LEVEL 4 43'-0" 938.00 (CIVIL) ROOF FAMILY B - EAST COURTYARD ELEVATION 0'-0" 895.00(CIVIL) LEVEL 1 11'-0" LEVEL 2 21'-8" LEVEL 3 32'-4" LEVEL 4 43'-0" 938.00 (CIVIL) ROOF FAMILY B - EAST ELEVATION 0'-0" 895.00(CIVIL) LEVEL 1 11'-0" LEVEL 2 21'-8" LEVEL 3 32'-4" LEVEL 4 43'-0" 938.00 (CIVIL) ROOF FAMILY B - WEST COURTYARD ELEVATION 0'-0" 895.00(CIVIL) LEVEL 1 11'-0" LEVEL 2 21'-8" LEVEL 3 32'-4" LEVEL 4 43'-0" 938.00 (CIVIL) ROOF FAMILY B - WEST ELEVATION FIBER CEMENT PANEL FIBER CEMENT LAP SIDING METAL PANEL FIBER CEMENT LAP SIDING FIBER CEMENT PANEL PREMANUF. HUNG ALUM. DECK FACE BRICKVINYL WINDOWS DECORATIVE CONC. BLOCK REVISION 2 - JUNE 19, 202050 AUGUST 16, 2019EXTERIOR ELEVATIONSPLYMOUTH FOUR SEASONS MALL REDEVELOPMENTREVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 2020SENIOR - WEST ELEVATION SENIOR - EAST ELEVATION 0'-0" 895.00(CIVIL) LEVEL 1 11'-0" LEVEL 2 21'-8" LEVEL 3 32'-4" LEVEL 4 43'-0" LEVEL 5 53'-8" LEVEL 6 64'-4" LEVEL 7 75'-0" 970.00 (CIVIL) ROOF SENIOR - SOUTH ELEVATION 0'-0" 895.00(CIVIL) LEVEL 1 11'-0" LEVEL 2 21'-8" LEVEL 3 32'-4" LEVEL 4 43'-0" LEVEL 5 53'-8" LEVEL 6 64'-4" LEVEL 7 75'-0" 970.00 (CIVIL) ROOF SENIOR - SOUTH COURTYARD ELEVATION 0'-0" 895.00(CIVIL) LEVEL 1 11'-0" LEVEL 2 21'-8" LEVEL 3 32'-4" LEVEL 4 43'-0" LEVEL 5 53'-8" LEVEL 6 64'-4" LEVEL 7 75'-0" 970.00 (CIVIL) ROOF SENIOR - NORTH COURTYARD ELEVATION 0'-0" 895.00(CIVIL) LEVEL 1 11'-0" LEVEL 2 21'-8" LEVEL 3 32'-4" LEVEL 4 43'-0" LEVEL 5 53'-8" LEVEL 6 64'-4" LEVEL 7 75'-0" 970.00 (CIVIL) ROOF SENIOR - NORTH ELEVATION FIBER CEMENT PANEL FIBER CEMENT LAP SIDING METAL PANEL FIBER CEMENT LAP SIDING FIBER CEMENT PANEL PREMANUF. HUNG ALUM. DECKFACE BRICK VINYL WINDOWS DECORATIVE CONC. BLOCK 51 AUGUST 16, 2019EXTERIOR ELEVATIONS/PLANS PARK AND RIDEPLYMOUTH FOUR SEASONS MALL REDEVELOPMENTPARK AND RIDE - SOUTH ELEVATION PARK AND RIDE - NORTH ELEVATION PARK AND RIDE - EAST ELEVATION PARK AND RIDE - WEST ELEVATION 0'-0" LEVEL 1 10'-0" LEVEL 2 20'-0" LEVEL 3 30'-0" ROOF 0'-0" LEVEL 1 10'-0" LEVEL 2 20'-0" LEVEL 3 38'-0" ELEVATOR OVERRUN 0'-0" LEVEL 1 10'-0" LEVEL 2 20'-0" LEVEL 3 30'-0" ROOF 0'-0" LEVEL 1 10'-0" LEVEL 2 20'-0" LEVEL 3 30'-0" ROOF 38'-0" ELEVATOR OVERRUN 1/16”=1’-0”REVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 202052 AUGUST 16, 2019SIGN PLANPLYMOUTH FOUR SEASONS MALL REDEVELOPMENTRESIDENTIAL MONUMENT SIGN 2 AND 3 ELEVATION SCALE: 1/4" = 1'-0" RESIDENTIAL MONUMENT SIGN 1 PERSPECTIVE NOT TO SCALE RESIDENTIAL MONUMENT SIGN 2 AND 3 PERSPECTIVE NOT TO SCALE REVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 2020RESIDENTIAL MONUMENT SIGN 1 ELEVATION SCALE: 1/4" = 1'-0" 53 AUGUST 16, 2019SURVEYPLYMOUTH FOUR SEASONS MALL REDEVELOPMENT11 10 12 15 16 17 18 12 (Per Schedule A of the herein referenced Title Commitment) Parcel 1: All that part of Lot 1, Block 1, Plymouth Plaza 4th Addition lying Westerly of Hennepin County State Aid Highway No. 18, Plat 32. Also: A 200-foot by 200-foot tract adjacent to the Northwesterly corner of Lot 1, Block 1, and labeled "EXCEPTION" on the plat of record of Plymouth Plaza 4th Addition, being described as follows: Commencing at the Northeast corner of Lot 1, Block 1, Plymouth Plaza Addition; thence Easterly along the Southerly line of County Road No. 9, a distance of 269.01 feet; thence at a right angle South a distance of 7 feet to the actual point of beginning of the tract of land to be described; thence continuing South along last described course a distance of 103 feet; thence Southerly along a tangential curve to the left, with a radius of 834.3 feet, a distance of 97.23 feet; thence Easterly parallel with the Southerly line of County Road No. 9, a distance of 194.34 feet; thence at a right angle North a distance of 200 feet to a point 7 feet South of the Southerly line of County Road No. 9; thence Westerly parallel with the Southerly line of County Road No. 9, a distance of 200 feet to the actual point of beginning. Also: The North 48 feet of Lot 1, Block 5, Plymouth Plaza 4th Addition. Also: The North 55 feet of Lot 1, Block 1, Plymouth Plaza Addition. Also: The North 55 feet of Lots 1, 2 and 3, Block 5, Plymouth Plaza 2nd Addition. Together with that part of Old Hennepin County Road No. 9 in part of Section 13, Township 118, Range 22, Hennepin County, Minnesota, lying Westerly of the Northerly extension of the Westerly right-of-way of Lancaster Lane, as platted Plymouth Plaza 4th Addition, and lying Easterly and Southerly of the following described line: Beginning at a point on the Northerly lot line of Lot 4, Block 5, Plymouth Plaza 2nd Addition, distant 46.35 feet Westerly of the Northeast corner of said Lot 4 (said Northerly line has assumed bearing of North 88 degrees 26 minutes 06 seconds East); thence North 41 degrees 33 minutes 47 seconds East, a distance of 58.50 feet, more or less, to the South line of Hennepin County State Aid Highway No. 18, Plat 32; thence Easterly along said Southerly line of C.S.A.H. No. 18 to its intersection with the Northerly extension of the Westerly right-of-way of said Lancaster Lane and there terminating. Together with that part of County Road No. 9 (Rockford Road) lying Easterly of the Northerly extension of the Westerly right-of-way of Lancaster Lane and Westerly of the Westerly right-of-way of County State Aid Highway No. 18, all lying in Section 13, Township 118, Range 22, Hennepin County, Minnesota as vacated as public roadway. Together with that part of North 55 feet of Nathan Lane lying South of the South right-of-way line of County Road No. 9 in Section 13, Township 118, Range 22. Together with that part of Lancaster Lane described as; Beginning at the intersection of the Easterly right-of-way of Lancaster Lane and the Southerly right-of-way of County Road No. 9; thence Southerly along the Easterly right-of-way of Lancaster Lane a distance of 200.23 feet; thence Northwesterly to a point on the Westerly right-of-way of Lancaster Lane distant 48.00 feet Southerly of Southerly right-of-way of County Road No. 9; thence Northerly along Westerly right-of-way of Lancaster Lane to Southerly right-of-way of County Road No. 9; thence Easterly to point of beginning and there terminating; all lying in Section 13, Township 118, Range 22, Hennepin County, Minnesota. Abstract Property Parcel 2: That part of Lot 3, Block 1, Plymouth Plaza 4th Addition, according to the recorded plat thereof, Hennepin County, Minnesota, lying Westerly of Hennepin County State Aid Highway No. 18, Plat 32 according to the recorded plat thereof and Northerly of the following described line: Commencing at the most Southwesterly corner of said Lot 3, Block 1, Plymouth Plaza 4th Addition; thence Northwesterly along the right-of-way line of Lancaster Lane, according to the recorded plat thereof, to the most Westerly corner of said Lot 3, Block 1; thence Northeasterly along a Northwesterly line of said Lot 3, Block 1, for a distance of 100.00 feet to the actual point of beginning of the line to be described; thence Easterly parallel with the South line of said Lot 3, Block 1, to the Westerly line of said Hennepin County State Aid Highway No. 18, Plat 32 and there terminating. Hennepin County, Minnesota Abstract Property DESCRIPTION OF PROPERTY SURVEYED (Per Schedule B, Part II of the herein referenced Title Commitment) The property depicted on this survey and the easements of record shown hereon are the same as the property and the easements described in the Commitment for Title Insurance issued by Commercial Partners Title, LLC as agent for Fidelity National Title Insurance Company, File Nos. 55774, 55775 and 55776, effective date April 5, 2019. The numbers below correspond to those in the title commitment. 1 - 9 & 19-20 do not require comment. 10. Easements for utilities and drainage as shown on the recorded Plat of Plymouth Plaza Addition filed February 23, 1966, as Document No. 3592435, in Book 171 of Plats, Page 30. (Parcel 1) Shown hereon on the north side of the site. 11. Easements for utilities and drainage as shown on the recorded Plat of Plymouth Plaza 2nd Addition filed March 3, 1966, as Document No. 3593881, in Book 172 of Plats, Page 1. (Parcel 1) Shown hereon in the northwest corner of the site. 12. Easements for installation and maintenance of utilities and drainage facilities, reserved in Declaration of Protective Covenants dated February 23, 1966, filed March 3, 1966, as Document No. 3593892, in Book 2535 of Deeds, Page 545, and in Declaration of Protective Covenants dated February 23, 1966, filed March 21, 1966, as Document No. 3595991, in Book 2537 of Deeds, Page 235. (Parcel 1) Shown hereon along the north side of PLYMOUTH PLAZA ADDITION. 13. Easements for utilities and drainage as shown on the recorded Plat of Plymouth Plaza 4th Addition filed October 3, 1967, as Document No. 889155, in Book 175 of Plats, Page 29. (Parcels 1 and 2) Not shown hereon. There are no utility and drainage easements depicted on the plat of PLYMOUTH PLAZA 4TH ADDITION. 14. The right of access to County State Aid Highway No. 9 and County State Aid Highway No. 18 was taken by Hennepin County in Warranty Deed dated June 25, 1968, filed August 27, 1968, as Document No. 3732147, and was later assigned to the State of Minnesota by Quitclaim Deed dated August 24, 2009, filed February 7, 2011, as Document No. A9622310. 15. Rights of existing utility holders reserved in Resolution No. 77-8 adopted January 3, 1977, filed February 2, 1977, as Document No. 4264203. (Parcel 1) Shown hereon along the north side of the site. 16. Rights of existing utility holders reserved in Resolution No. 78-786 adopted November 27, 1978, filed December 14, 1978, as Document No. 4436781, and filed November 19, 1979, as Document No. 4522753. (Parcel 1) Shown hereon along the north side of the site. 17. Easement for roadway purposes, in favor of the City of Plymouth, a Minnesota municipal corporation, as created in Right-of-Way Easement dated May 15, 2002, filed June 20, 2002, as Document No. 7753099. (Parcel 1) Shown hereon along the north side of Lancaster Lane in the northwest corner of the site. 18. Easement for utility and drainage purposes, in favor of the City of Plymouth, a Minnesota municipal corporation, as created in Utility/Drainage Easements dated May 20, 2003, filed July 28, 2003, as Document No. 8114909. (Parcel 1) Shown hereon in the northwest corner of the site. TITLE COMMITMENT EXCEPTIONS (The following items refer to Table A optional survey responsibilities and specifications) 1. Monuments placed (or a reference monument or witness to the corner) at all major corners of the boundary of the property, unless already marked or referenced by existing monuments or witnesses to the corner are shown hereon. 2. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 4200 Lancaster Lane North, Plymouth, MN 55441. 3. This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map No. 27053C0192F, Community Panel No. 2701790192F and Flood Insurance Rate Map No. 27053C0194F, Community Panel No. 2701790192F, both maps having an effective date of November 4, 2016. 4. The Gross land area is 753,398 +/- square feet or 17.2956 +/- acres. 6. (a) Zoning information was not provided by the client. 7. (a) Exterior dimensions of all buildings are shown at ground level. 8. Substantial features observed in the process of conducting fieldwork, are shown hereon. 9. Striping of clearly identifiable parking spaces on surface parking areas and lots are shown hereon per the survey by MFRA dated 11/01/10. The number and type of clearly identifiable parking stalls on this site are as follows: 772 Regular + 19 Disabled = 791 Total Parking Stalls. 11. We have shown underground utilities on and/or serving the surveyed property per Gopher State One-Call Ticket Nos. 190300107 & 190300112. The following utilities and municipalities were notified: AT&T TRANSMISSION (713)660-2060 CITY OF NEW HOPE (763)592-6777 COMCAST (651)493-5305 CITY OF PLYMOUTH (763)509-5950 CITY OF PLYMOUTH (763)509-5950 CITY OF PLYMOUTH SIGNALS (763)509-5950 CENTURYLINK (855)742-6062 HENNEPIN COUNTY PUBLIC WORKS (612)596-0339 CENTER POINT ENERGY (612)321-4421 MNDOT (651)366-5750 CENTURYLINK (877)366-8344 XCEL ENERGY (800)895-4999 ZAYO BANDWIDTH (888)364-6033 i. Utility operators do not consistently respond to locate requests through the Gopher State One Call service for surveying purposes such as this. Those utility operators that do respond, often will not locate utilities from their main line to the customer's structure or facility. They consider those utilities “private” installations that are outside their jurisdiction. These “private” utilities on the surveyed property or adjoining properties, may not be located since most operators will not mark such "private" utilities. A private utility locator may be contacted to investigate these utilities further, if requested by the client. ii. The locations of underground utility lines shown hereon is an approximation based on available maps, unless otherwise noted on the survey. iii. Maps provided by those notified above, either along with a field location or in lieu of such a location, are very often inaccurate or inconclusive. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651) 454-0002. 18. We have not been provided with any information on wetland delineation markers, as determined by a qualified specialist. The delineated wetland line shown hereon is per the survey by MFRA dated 11/01/10. ALTA/NSPS OPTIONAL TABLE A NOTES SURVEY REPORT 1. The Surveyor was not provided utility easement documents for the subject property except for those shown on the Survey. 2. The bearings for this survey are based on the Hennipen County Coordinate System NAD 83 (1986 Adjust). 3. Benchmark: MNDOT monument BR 27551 located in New Hope, in the southeast corner of County Road 9 (Rockford Road) bridge number 27551 over Trunk Highway 169, 25.0 feet south of eastbound County Road 9, 6.2 feet west of a 20 mph exit sign. Disk set in bridge when built in 1976 then stamped when used in 2011. . Elevation = 915.73 (NGVD 29) Site Benchmark: Top nut of fire hydrant located in the northwesterly corner of the subject property. Elevation = 915.17 (NGVD 29) 4. Snow and ice conditions during winter months may obscure otherwise visible evidence of on site improvements and/or utilities. 5. See sheets 2 through 4 for topography and site improvements. 6. Parking area along the southwesterly side of the property appears to be used as a park and ride. 7. No encroachments were observed on this property, other than as shown hereon and listed in an objection letter received from Ravich Meyer dated May 20, 2019 and are listed as follows: a. A bus shelter located on the property near the southwest corner of the property b. An area of the parking lot labeled as a "Area Used as Park & Ride". c. Sidewalk apparently open to use by the public encroaches onto the property. d. Overhead Utility encroaches on the property near the eastern boundary of the southeast corner of the property. e. Chain link fence encroaches onto the property in multiple areas along the eastern boundary of the property. f. A storm sewer line that runs southeast within the property that appears to end in proximity to the southern boundary of the property. To Dominium Acquisition, LLC and its successors and assigns, Wal-Mart Real Estate Business Trust, a Delaware statutory trust, Commercial Partners Title, LLC, and Fidelity National Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1 - 4, 6(a), 7(a), 8, 9, 11 and 18 of Table A thereof. The field work was completed on March 15, 2019. Date of Plat or Map: May 23, 2019 ______________________________________________ Max L. Stanislowski, PLS Minnesota License No. 48988 mstanislowski@loucksinc.com CERTIFICATION LEGEND PLYMOUTH PLAZA ADDITION PLYMOUTH PLAZA 2ND ADDITION PPA PP2A SCHEDULE B NUMBERS10 SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" FOUND OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE CAST IRON MONUMENT FOUND PK NAIL PLYMOUTH PLAZA 2ND ADDITIONPP4A PER RECORD DOCUMENT[123.45] N SCALE IN FEET 0 80 160 1 of 4REVISION 2 - JUNE 19, 202054 AUGUST 16, 2019SURVEYPLYMOUTH FOUR SEASONS MALL REDEVELOPMENT4 9 11 16 16 13 31 3128 2 of 4ELECTRIC TRANSFORMER GUY WIRE GUARD POST SPRUCE ROOF DRAIN ELECTRIC OUTLET FIRE CONNECTION MAPPED STORM SEWER MAPPED SANITARY SEWER MAPPED WATERMAIN MAPLE TREE (GEN) ASH LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" FOUND OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE SPOT ELEVATION TRAFFIC SIGNAL LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE EXISTING BUILDING RETAINING WALL UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER CONIFEROUS TREE TREE LINE PINE DECIDUOUS TREE MAPPED UNDERGROUND ELECTRIC MAPPED UNDERGROUND GAS PLYMOUTH PLAZA ADDITION PLYMOUTH PLAZA 2ND ADDITION PPA PP2ASIGN 5 STALL COUNT ELECTRIC MANHOLE YARD LIGHT GAS VALVE MISC FRUIT DISABLED PARKING STALL FLARED END SECTION AIR CONDITIONING UNIT WOOD FENCE CAST IRON MONUMENT UNDERGROUND CABLE TV FOUND PK NAIL PLYMOUTH PLAZA 4TH ADDITIONPP4A PER RECORD DOCUMENT[123.45] SURVEY REPORT 1. The Surveyor was not provided utility easement documents for the subject property except for those shown on the Survey. 2. The bearings for this survey are based on the Hennipen County Coordinate System NAD 83 (1986 Adjust). 3. Benchmark: MNDOT monument BR 27551 located in New Hope, in the southeast corner of County Road 9 (Rockford Road) bridge number 27551 over Trunk Highway 169, 25.0 feet south of eastbound County Road 9, 6.2 feet west of a 20 mph exit sign. Disk set in bridge when built in 1976 then stamped when used in 2011. . Elevation = 915.73 (NGVD 29) Site Benchmark: Top nut of fire hydrant located in the northwesterly corner of the subject property. Elevation = 915.17 (NGVD 29) 4. Snow and ice conditions during winter months may obscure otherwise visible evidence of on site improvements and/or utilities. 5. See sheet 1 for ALTA Survey and sheets 3 and 4 for additional topographic area. N SCALE IN FEET 0 40 80 REVISION 2 - JUNE 19, 202055 AUGUST 16, 2019SURVEYPLYMOUTH FOUR SEASONS MALL REDEVELOPMENT3 of 4SURVEY REPORT 1. The Surveyor was not provided utility easement documents for the subject property except for those shown on the Survey. 2. The bearings for this survey are based on the Hennipen County Coordinate System NAD 83 (1986 Adjust). 3. Benchmark: MNDOT monument BR 27551 located in New Hope, in the southeast corner of County Road 9 (Rockford Road) bridge number 27551 over Trunk Highway 169, 25.0 feet south of eastbound County Road 9, 6.2 feet west of a 20 mph exit sign. Disk set in bridge when built in 1976 then stamped when used in 2011. . Elevation = 915.73 (NGVD 29) Site Benchmark: Top nut of fire hydrant located in the northwesterly corner of the subject property. Elevation = 915.17 (NGVD 29) 4. Snow and ice conditions during winter months may obscure otherwise visible evidence of on site improvements and/or utilities. 5. See sheet 1 for ALTA notes and sheets 2 and 4 for additional topographic area. ELECTRIC TRANSFORMER GUY WIRE GUARD POST SPRUCE ROOF DRAIN ELECTRIC OUTLET FIRE CONNECTION MAPPED STORM SEWER MAPPED SANITARY SEWER MAPPED WATERMAIN MAPLE TREE (GEN) ASH LEGEND CATCH BASINSTORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" FOUND OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE SPOT ELEVATION TRAFFIC SIGNAL LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE EXISTING BUILDING RETAINING WALL UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER CONIFEROUS TREE TREE LINE PINE DECIDUOUS TREE MAPPED UNDERGROUND ELECTRIC MAPPED UNDERGROUND GAS SIGN 5 STALL COUNT ELECTRIC MANHOLE YARD LIGHT GAS VALVE MISC FRUIT DISABLED PARKING STALL FLARED END SECTION AIR CONDITIONING UNIT WOOD FENCE CAST IRON MONUMENT UNDERGROUND CABLE TV FOUND PK NAIL PLYMOUTH PLAZA ADDITION PLYMOUTH PLAZA 2ND ADDITION PPA PP2A PLYMOUTH PLAZA 4TH ADDITIONPP4A 4 9 11 16 16 13 31 3128 27 27 20 18 16 15 9 4 8 14 14 16 16 16 16 16 16 19 19 6 6 6 6 7 11 11 13 13 13 13 13 13 14 14 15 32 20 N SCALE IN FEET 0 40 80 REVISION 2 - JUNE 19, 202056 AUGUST 16, 2019SURVEYPLYMOUTH FOUR SEASONS MALL REDEVELOPMENT4 of 4SURVEY REPORT 1. The Surveyor was not provided utility easement documents for the subject property except for those shown on the Survey. 2. The bearings for this survey are based on the Hennipen County Coordinate System NAD 83 (1986 Adjust). 3. Benchmark: MNDOT monument BR 27551 located in New Hope, in the southeast corner of County Road 9 (Rockford Road) bridge number 27551 over Trunk Highway 169, 25.0 feet south of eastbound County Road 9, 6.2 feet west of a 20 mph exit sign. Disk set in bridge when built in 1976 then stamped when used in 2011. . Elevation = 915.73 (NGVD 29) Site Benchmark: Top nut of fire hydrant located in the northwesterly corner of the subject property. Elevation = 915.17 (NGVD 29) 4. Snow and ice conditions during winter months may obscure otherwise visible evidence of on site improvements and/or utilities. 5. See sheet 1 for ALTA notes and sheets 2 and 3 for additional topographic area. ELECTRIC TRANSFORMER GUY WIRE GUARD POST SPRUCE ROOF DRAIN ELECTRIC OUTLET FIRE CONNECTION MAPPED STORM SEWER MAPPED SANITARY SEWER MAPPED WATERMAIN MAPLE TREE (GEN) ASH LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" FOUND OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE SPOT ELEVATION TRAFFIC SIGNAL LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE EXISTING BUILDING RETAINING WALL UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER CONIFEROUS TREE TREE LINE PINE DECIDUOUS TREE MAPPED UNDERGROUND ELECTRIC MAPPED UNDERGROUND GAS PLYMOUTH PLAZA ADDITION PLYMOUTH PLAZA 2ND ADDITION P.P.A. P.P.2A.SIGN 5 STALL COUNT ELECTRIC MANHOLE YARD LIGHT GAS VALVE MISC FRUIT DISABLED PARKING STALL FLARED END SECTION AIR CONDITIONING UNIT WOOD FENCE CAST IRON MONUMENT UNDERGROUND CABLE TV FOUND PK NAIL 16 16 16 16 19 19 6 6 6 6 7 11 11 13 13 13 13 13 13 13 13 14 14 13 13 15 11 16 N SCALE IN FEET 0 40 80 REVISION 2 - JUNE 19, 202057 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC1-1 EXISTING CONDITIONS4 9 11 16 16 13 31 3128 27 27 20 18 16 15 9 4 8 14 14 16 16 16 16 16 16 19 19 6 6 6 6 7 11 11 13 13 13 13 13 13 13 13 14 14 13 13 15 11 16 32 20 Architecture Interior Design Landscape Architecture Engineering Boarman Kroos VogelGroupInc. EOE License Number I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professionalunder the laws of the State of Minnesota.BKVTB-30x42Engineer Date XX/XX/XXXX24440 Michael J. St. Martin, PE LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 19040.00 © 2016 BKV Group, Inc. EOE SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER ISSUE # DATE DESCRIPTION PROJECT TITLE CONSULTANTS NOT F O R CONS T R U C TI O N CERTIFICATION DATE FOUR SEASONS MALL REDEVELOPMENT 19040.00 08/16/2019 AJA SRT OWNER/DEVELOPER 04/15/2019 CITY SUBMITTAL 05/24/2019 CITY SUBMITTAL 08/16/2019 CITY SUBMITTAL N SCALE IN FEET 0 50 100 EXISTING CONDITIONS C1-1 31 3128 27 27 20 18 16 15 9 4 8 14 14 16 16 16 16 16 16 19 19 6 6 6 6 7 11 11 13 13 13 13 13 13 13 13 14 14 13 13 15 11 16 32 20 BKVTB-30x42N SCALE IN FEET 0 50 100 4 9 11 16 16 13 31 3128 27 27 20 18 16 15 9 4 8 14 14 16 16 16 16 16 16 19 19 6 6 6 6 7 11 11 13 13 13 13 13 13 13 13 14 14 13 13 15 11 16 32 20 REVISION 2 - JUNE 19, 2020© 2016 BKV Group, Inc. EOE 30 60 120 58 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC1-2 PRELIMINARY PLATMax L. Stanislowski N SCALE IN FEET 0 60 120 Architecture Interior Design Landscape Architecture Engineering Boarman Kroos VogelGroupInc. EOE License Number VTB-30x42Date LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 19040.00 © 2016 BKV Group, Inc. EOE SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER ISSUE # DATE DESCRIPTION PROJECT TITLE CONSULTANTS NOT F O R CONS T R U C TI O N CERTIFICATION DATE FOUR SEASONS MALL REDEVELOPMENT OWNER/DEVELOPER 04/15/2019 CITY SUBMITTAL 05/24/2019 CITY SUBMITTAL 08/16/2019 CITY SUBMITTAL Parcel 1: All that part of Lot 1, Block 1, Plymouth Plaza 4th Addition lying Westerly of Hennepin County State Aid Highway No. 18, Plat 32. Also: A 200-foot by 200-foot tract adjacent to the Northwesterly corner of Lot 1, Block 1, and labeled "EXCEPTION" on the plat of record of Plymouth Plaza 4th Addition, being described as follows: Commencing at the Northeast corner of Lot 1, Block 1, Plymouth Plaza Addition; thence Easterly along the Southerly line of County Road No. 9, a distance of 269.01 feet; thence at a right angle South a distance of 7 feet to the actual point of beginning of the tract of land to be described; thence continuing South along last described course a distance of 103 feet; thence Southerly along a tangential curve to the left, with a radius of 834.3 feet, a distance of 97.23 feet; thence Easterly parallel with the Southerly line of County Road No. 9, a distance of 194.34 feet; thence at a right angle North a distance of 200 feet to a point 7 feet South of the Southerly line of County Road No. 9; thence Westerly parallel with the Southerly line of County Road No. 9, a distance of 200 feet to the actual point of beginning. Also: The North 48 feet of Lot 1, Block 5, Plymouth Plaza 4th Addition. Also: The North 55 feet of Lot 1, Block 1, Plymouth Plaza Addition. Also: The North 55 feet of Lots 1, 2 and 3, Block 5, Plymouth Plaza 2nd Addition. Together with that part of Old Hennepin County Road No. 9 in part of Section 13, Township 118, Range 22, Hennepin County, Minnesota, lying Westerly of the Northerly extension of the Westerly right-of-way of Lancaster Lane, as platted Plymouth Plaza 4th Addition, and lying Easterly and Southerly of the following described line: Beginning at a point on the Northerly lot line of Lot 4, Block 5, Plymouth Plaza 2nd Addition, distant 46.35 feet Westerly of the Northeast corner of said Lot 4 (said Northerly line has assumed bearing of North 88 degrees 26 minutes 06 seconds East); thence North 41 degrees 33 minutes 47 seconds East, a distance of 58.50 feet, more or less, to the South line of Hennepin County State Aid Highway No. 18, Plat 32; thence Easterly along said Southerly line of C.S.A.H. No. 18 to its intersection with the Northerly extension of the Westerly right-of-way of said Lancaster Lane and there terminating. Together with that part of County Road No. 9 (Rockford Road) lying Easterly of the Northerly extension of the Westerly right-of-way of Lancaster Lane and Westerly of the Westerly right-of-way of County State Aid Highway No. 18, all lying in Section 13, Township 118, Range 22, Hennepin County, Minnesota as vacated as public roadway. Together with that part of North 55 feet of Nathan Lane lying South of the South right-of-way line of County Road No. 9 in Section 13, Township 118, Range 22. Together with that part of Lancaster Lane described as; Beginning at the intersection of the Easterly right-of-way of Lancaster Lane and the Southerly right-of-way of County Road No. 9; thence Southerly along the Easterly right-of-way of Lancaster Lane a distance of 200.23 feet; thence Northwesterly to a point on the Westerly right-of-way of Lancaster Lane distant 48.00 feet Southerly of Southerly right-of-way of County Road No. 9; thence Northerly along Westerly right-of-way of Lancaster Lane to Southerly right-of-way of County Road No. 9; thence Easterly to point of beginning and there terminating; all lying in Section 13, Township 118, Range 22, Hennepin County, Minnesota. Abstract Property Parcel 2: That part of Lot 3, Block 1, Plymouth Plaza 4th Addition, according to the recorded plat thereof, Hennepin County, Minnesota, lying Westerly of Hennepin County State Aid Highway No. 18, Plat 32 according to the recorded plat thereof and Northerly of the following described line: Commencing at the most Southwesterly corner of said Lot 3, Block 1, Plymouth Plaza 4th Addition; thence Northwesterly along the right-of-way line of Lancaster Lane, according to the recorded plat thereof, to the most Westerly corner of said Lot 3, Block 1; thence Northeasterly along a Northwesterly line of said Lot 3, Block 1, for a distance of 100.00 feet to the actual point of beginning of the line to be described; thence Easterly parallel with the South line of said Lot 3, Block 1, to the Westerly line of said Hennepin County State Aid Highway No. 18, Plat 32 and there terminating. Hennepin County, Minnesota Abstract Property LEGAL DESCRIPTION GENERAL NOTES SURVEYOR: Loucks 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55330 763-424-5505 1. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 4200 Lancaster Lane North, Plymouth, MN 55441. 2. This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map No. 27053C0192F, Community Panel No. 2701790192F and Flood Insurance Rate Map No. 27053C0194F, Community Panel No. 2701790192F, both maps having an effective date of November 4, 2016. 3. The bearings for this survey are based on the Hennipen County Coordinate System NAD 83 (1986 Adjust). 4. The field work was completed on March 15, 2019. 5. All drainage and utility easements are to be vacated and rededicated on the plat. OWNER/DEVELOPER: Dominium 2905 Northwest Blvd Suite 150 Plymouth, MN 55441 763-354-5500 Current Zoning: PUD, Planned Unit Development Proposed Zoning: PUD, Planned Unit Development Proposed Setbacks: Front Parking Setback: 38 ft Rear Parking Setback: 28 ft Interior Parking Setback: 0 ft Front Building Setback: 23 ft Rear Building Setback: 10 ft Interior Building Setback: 10 ft ZONING INFORMATION Areas Total Property Area = 756,771 +/- square feet or 17.37 +/- acres Right of Way Dedication Area = 1,004 +/- square feet or 0.02 +/- acres Net Property Area = 755,767 +/- square feet or 17.35 +/- acres Lot 1 Block 1 = 9,183 +/- square feet or 0.21 +/- acres Lot 1 Block 2 = 165,195 +/- square feet or 3.79 +/- acres Lot 2 Block 2 = 130,728 +/- square feet or 3.00 +/- acres Lot 3 Block 2 = 233,197 +/- square feet or 5.36 +/- acres Outlot A = 68,809 +/- square feet or 1.58 +/- acres Outlot B = 64,959 +/- square feet or 1.49 +/- acres Outlot C = 83,696 +/- square feet or 1.92 +/- acres SITE DATA 48988 08/16/2019 07/31/2019 19040.00 07/31/2019 NRS MLS 19040.00 I hereby certify that this survey, plan 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. PRELIMINARY PLAT C1-2 Parcel 1: All that part of Lot 1, Block 1, Plymouth Plaza 4th Addition lying Westerly of Hennepin County State Aid Highway No. 18, Plat 32. Also: A 200-foot by 200-foot tract adjacent to the Northwesterly corner of Lot 1, Block 1, and labeled "EXCEPTION" on the plat of record of Plymouth Plaza 4th Addition, being described as follows: Commencing at the Northeast corner of Lot 1, Block 1, Plymouth Plaza Addition; thence Easterly along the Southerly line of County Road No. 9, a distance of 269.01 feet; thence at a right angle South a distance of 7 feet to the actual point of beginning of the tract of land to be described; thence continuing South along last described course a distance of 103 feet; thence Southerly along a tangential curve to the left, with a radius of 834.3 feet, a distance of 97.23 feet; thence Easterly parallel with the Southerly line of County Road No. 9, a distance of 194.34 feet; thence at a right angle North a distance of 200 feet to a point 7 feet South of the Southerly line of County Road No. 9; thence Westerly parallel with the Southerly line of County Road No. 9, a distance of 200 feet to the actual point of beginning. Also: The North 48 feet of Lot 1, Block 5, Plymouth Plaza 4th Addition. Also: The North 55 feet of Lot 1, Block 1, Plymouth Plaza Addition. Also: The North 55 feet of Lots 1, 2 and 3, Block 5, Plymouth Plaza 2nd Addition. Together with that part of Old Hennepin County Road No. 9 in part of Section 13, Township 118, Range 22, Hennepin County, Minnesota, lying Westerly of the Northerly extension of the Westerly right-of-way of Lancaster Lane, as platted Plymouth Plaza 4th Addition, and lying Easterly and Southerly of the following described line: Beginning at a point on the Northerly lot line of Lot 4, Block 5, Plymouth Plaza 2nd Addition, distant 46.35 feet Westerly of the Northeast corner of said Lot 4 (said Northerly line has assumed bearing of North 88 degrees 26 minutes 06 seconds East); thence North 41 degrees 33 minutes 47 seconds East, a distance of 58.50 feet, more or less, to the South line of Hennepin County State Aid Highway No. 18, Plat 32; thence Easterly along said Southerly line of C.S.A.H. No. 18 to its intersection with the Northerly extension of the Westerly right-of-way of said Lancaster Lane and there terminating. Together with that part of County Road No. 9 (Rockford Road) lying Easterly of the Northerly extension of the Westerly right-of-way of Lancaster Lane and Westerly of the Westerly right-of-way of County State Aid Highway No. 18, all lying in Section 13, Township 118, Range 22, Hennepin County, Minnesota as vacated as public roadway. Together with that part of North 55 feet of Nathan Lane lying South of the South right-of-way line of County Road No. 9 in Section 13, Township 118, Range 22. Together with that part of Lancaster Lane described as; Beginning at the intersection of the Easterly right-of-way of Lancaster Lane and the Southerly right-of-way of County Road No. 9; thence Southerly along the Easterly right-of-way of Lancaster Lane a distance of 200.23 feet; thence Northwesterly to a point on the Westerly right-of-way of Lancaster Lane distant 48.00 feet Southerly of Southerly right-of-way of County Road No. 9; thence Northerly along Westerly right-of-way of Lancaster Lane to Southerly right-of-way of County Road No. 9; thence Easterly to point of beginning and there terminating; all lying in Section 13, Township 118, Range 22, Hennepin County, Minnesota. Abstract Property Parcel 2: That part of Lot 3, Block 1, Plymouth Plaza 4th Addition, according to the recorded plat thereof, Hennepin County, Minnesota, lying Westerly of Hennepin County State Aid Highway No. 18, Plat 32 according to the recorded plat thereof and Northerly of the following described line: Commencing at the most Southwesterly corner of said Lot 3, Block 1, Plymouth Plaza 4th Addition; thence Northwesterly along the right-of-way line of Lancaster Lane, according to the recorded plat thereof, to the most Westerly corner of said Lot 3, Block 1; thence Northeasterly along a Northwesterly line of said Lot 3, Block 1, for a distance of 100.00 feet to the actual point of beginning of the line to be described; thence Easterly parallel with the South line of said Lot 3, Block 1, to the Westerly line of said Hennepin County State Aid Highway No. 18, Plat 32 and there terminating. Hennepin County, Minnesota Abstract Property LEGAL DESCRIPTION GENERAL NOTES SURVEYOR: Loucks 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55330 763-424-5505 1. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 4200 Lancaster Lane North, Plymouth, MN 55441. 2. This property is contained in Zone X (areas determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map No. 27053C0192F, Community Panel No. 2701790192F and Flood Insurance Rate Map No. 27053C0194F, Community Panel No. 2701790192F, both maps having an effective date of November 4, 2016. 3. The bearings for this survey are based on the Hennipen County Coordinate System NAD 83 (1986 Adjust). 4. The field work was completed on March 15, 2019. 5. All drainage and utility easements are to be vacated and rededicated on the plat. OWNER/DEVELOPER: Dominium 2905 Northwest Blvd Suite 150 Plymouth, MN 55441 763-354-5500 Current Zoning: PUD, Planned Unit Development Proposed Zoning: PUD, Planned Unit Development Proposed Setbacks: Front Parking Setback: 38 ft Rear Parking Setback: 28 ft Interior Parking Setback: 0 ft Front Building Setback: 23 ft Rear Building Setback: 10 ft Interior Building Setback: 10 ft ZONING INFORMATION Areas Total Property Area = 756,771 +/- square feet or 17.37 +/- acres Right of Way Dedication Area = 1,004 +/- square feet or 0.02 +/- acres Net Property Area = 755,767 +/- square feet or 17.35 +/- acres Lot 1 Block 1 = 9,183 +/- square feet or 0.21 +/- acres Lot 1 Block 2 = 165,195 +/- square feet or 3.79 +/- acres Lot 2 Block 2 = 130,728 +/- square feet or 3.00 +/- acres Lot 3 Block 2 = 233,197 +/- square feet or 5.36 +/- acres Outlot A = 68,809 +/- square feet or 1.58 +/- acres Outlot B = 64,959 +/- square feet or 1.49 +/- acres Outlot C = 83,696 +/- square feet or 1.92 +/- acres SITE DATA N SCALE IN FEET 0 80 160 REVISION 2 - JUNE 19, 202059 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC1-3 OVERALL DEMOLITION PLANArchitecture Interior Design Landscape Architecture Engineering Boarman Kroos VogelGroupInc. EOE License Number 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 Professional under the laws of the State of Minnesota.BKVTB-30x42Engineer Date XX/XX/XXXX24440 Michael J. St. Martin, PE LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 19040.00 SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER ISSUE # DATE DESCRIPTION PROJECT TITLE CONSULTANTS NOT F O R CONS T R U C TI O N CERTIFICATION DATE FOUR SEASONS MALL REDEVELOPMENT 19040.00 08/16/2019 AJA SRT OWNER/DEVELOPER 04/15/2019 CITY SUBMITTAL 05/24/2019 CITY SUBMITTAL 08/16/2019 CITY SUBMITTAL OVERALL DEMOLITION PLAN C1-3 END REMOVE EXISTING BUILDINGS REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, WOOD FENCE, BILLBOARDS, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ISLANDS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING REMOVE EXISTING PAVEMENT MARKINGS N SCALE IN FEET 0 50 100 TES EMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES ACTOR TO COORDINATE ACTIVITIES WITH UTILITY ROTECT SURFACE AND SUBSURFACE FEATURES NOT REMOVE ALL TREES, VEGETATION AND SITE DEBRIS OPSOIL SHALL BE STOCKPILED ON-SITE AND ALL OTHER ALL BE HAULED FROM THE SITE DAILY. ALL CLEARING EMOVALS SHALL BE PERFORMED PER THE CONTRACT ON CONTROL MEASURES SHALL BE IMMEDIATELY MOVAL. SEE THE STORMWATER POLLUTION PPP). EMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL ISE NOTED. EDULE PRE-CONSTRUCTION MEETING WITH POWER DISCUSS DISCONNECTS/RELOCATIONS. 9 13 13 13 11 Architecture Interior Design Landscape Architecture Engineering Boarman Kroos VogelGroupInc. EOE License Number I hereby certify that this plan, specificat or report was prepared by me or under direct supervision and that I am a duly Licensed Professional under the laws of the State of MinnesotEngineer Date XX/XX/XXXX24440 Michael J. St. Martin, PE LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 19040.00 SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER ISSUE # DATE DESCRIPTION PROJECT TITLE CONSULTANTS NOT F O R CONS T R U C TI O N CERTIFICATION DATE FOUR SEASONS MALL REDEVELOPMENT 19040.00 08/16/2019 AJA SRT OWNER/DEVELOPER 04/15/2019 CITY SUBMITTAL 05/24/2019 CITY SUBMITTAL 08/16/2019 CITY SUBMITTAL DEMOLITION LEGEND REMOVE EXISTING BUILDINGS REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, WOOD FENCE, BILLBOARDS, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ISLANDS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING REMOVE EXISTING PAVEMENT MARKINGS N SCALE IN FEET 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. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. TOPSOIL SHALL BE STOCKPILED ON-SITE AND ALL OTHER 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). 4. CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. 5. CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING WITH POWER UTILITY OWNER(S) TO DISCUSS DISCONNECTS/RELOCATIONS. 4 9 11 16 16 13 31 3128 27 27 20 18 16 15 9 4 8 14 14 16 16 16 16 16 16 19 19 6 6 6 6 7 11 11 13 13 13 13 13 13 13 13 14 14 13 13 15 11 16 32 20 DEMOLITION LEGE R R B R B R R R R R DEMOLITION NOT 1. CONTRACTOR SHALL R AS NECESSARY. CONTR COMPANIES. 2. CONTRACTOR SHALL P NOTED FOR REMOVAL. 3. CLEAR AND GRUB AND PRIOR TO GRADING. TO REMOVED MATERIAL SH AND GRUBBING AND R SPECIFICATIONS. EROSI ESTABLISHED UPON RE PREVENTION PLAN (SW 4. CONTRACTOR SHALL R LIMITS UNLESS OTHERW 5. CONTRACTOR TO SCHE UTILITY OWNER(S) TO D 4 11 16 16 13 31 3128 27 27 20 18 16 15 9 4 8 14 14 16 16 16 16 16 16 19 19 6 6 6 6 7 11 11 13 13 13 13 13 13 14 14 13 15 16 32 20 REVISION 2 - JUNE 19, 2020© 2016 BKV Group, Inc. EOE 30 60 120 60 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC1-4 NORTH DEMOLITION PLAN4 9 11 16 16 13 31 3128 27 27 20 18 16 15 9 4 8 14 14 16 16 16 16 16 16 19 19 6 6 6 6 7 11 11 13 13 13 13 13 13 13 13 14 14 13 13 15 11 16 32 20 Architecture Interior Design Landscape Architecture Engineering Boarman Kroos VogelGroupInc. EOE License Number I hereby certify that this plan, specificat or report was prepared by me or under direct supervision and that I am a duly Licensed Professional under the laws of the State of MinnesotEngineer Date XX/XX/XXXX24440 Michael J. St. Martin, PE LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 19040.00 SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER ISSUE # DATE DESCRIPTION PROJECT TITLE CONSULTANTS NOT F O R CONS T R U C TI O N CERTIFICATION DATE FOUR SEASONS MALL REDEVELOPMENT 19040.00 08/16/2019 AJA SRT OWNER/DEVELOPER 04/15/2019 CITY SUBMITTAL 05/24/2019 CITY SUBMITTAL 08/16/2019 CITY SUBMITTAL DEMOLITION LEGEND REMOVE EXISTING BUILDINGS REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, WOOD FENCE, BILLBOARDS, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ISLANDS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING REMOVE EXISTING PAVEMENT MARKINGS N SCALE IN FEET 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. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. TOPSOIL SHALL BE STOCKPILED ON-SITE AND ALL OTHER 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). 4. CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. 5. CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING WITH POWER UTILITY OWNER(S) TO DISCUSS DISCONNECTS/RELOCATIONS. 4 9 11 16 16 13 31 3128 27 27 20 18 16 15 9 4 8 14 14 16 16 16 16 16 16 19 19 6 6 6 6 7 11 11 13 20 REMOVE EX. SANITARY SEWER SERVICE CONNECTION REMOVE BUILDING, ASSOCIATED PAVEMENT, & SIGNS (TYP.) SAWCUT EX. BITUMINOUS PAVEMENT RELOCATE/REPLACE EX. POWER POLE (COORD. W/ UTILITY OWNER) RELOCATE/REPLACE EX. POWER POLE (COORD. W/ UTILITY OWNER) RELOCATE/REPLACE EX. POWER POLE (COORD. W/ UTILITY OWNER) REMOVE HYDRANT & TEE REMOVE EX. WATER SERVICE CONNECTION REMOVE EX. TREES (TYP.) REMOVE EX. CURB & GUTTER REMOVE EX. CURB & GUTTER REMOVE EX. TREES (TYP.) REMOVE EX. CATCH BASIN REMOVE EX. CATCH BASIN REMOVE EX. STORM SEWER PIPE REMOVE EX. LIGHT POLE REMOVE EX. LIGHT POLE REMOVE HYDRANT & TEE REMOVE EX. GAS SERVICE CONNECTION REMOVE EX. GAS SERVICE CONNECTION REMOVE HYDRANT & TEE REMOVE EX. WATERMAIN REMOVE EX. SANITARY SEWER MANHOLE REMOVE EX. SANITARY SEWER SERVICE PIPE REVISION 2 - JUNE 19, 2020N SCALE IN FEET 0 40 80 61 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC1-5 SOUTH DEMOLITION PLANDEMOLITION LEGEND REMOVE EXISTING BUILDINGS REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, WOOD FENCE, BILLBOARDS, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ISLANDS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING REMOVE EXISTING PAVEMENT MARKINGS 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. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. TOPSOIL SHALL BE STOCKPILED ON-SITE AND ALL OTHER 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). 4. CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. 5. CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING WITH POWER UTILITY OWNER(S) TO DISCUSS DISCONNECTS/RELOCATIONS. 31 3128 27 27 20 18 16 15 9 4 8 14 14 16 16 16 16 16 16 19 19 6 6 6 6 7 11 11 13 13 13 13 13 13 13 13 14 14 13 13 15 11 16 32 20 DEMO OF EXISTING BUS STOP LOCATION TO BE COMPLETED AFTER CONSTRUCTION OF NEW PARK & RIDE REMOVE EX. CURB & GUTTER REMOVE EX. CURB & GUTTER REMOVE EX. CURB & GUTTER REMOVE BUS STOP SHELTER REMOVE EX. TREES (TYP.) REMOVE EX. CATCH BASIN (TYP.) REMOVE EX. CATCH BASIN (TYP.) REMOVE EX. LIGHT POLE (TYP.) REMOVE EX. LIGHT POLE (TYP.) REMOVE EX. LIGHT POLE (TYP.) REMOVE EX. LIGHT POLE (TYP.) REMOVE EX. FES REMOVE EX. GAS SERVICE CONNECTION REMOVE EX. GAS SERVICE CONNECTION REMOVE EX. GAS SERVICE CONNECTION REMOVE EX. WATERMAIN REMOVE HYDRANT & TEE REMOVE HYDRANT & TEE REMOVE EX. WATER SERVICE CONNECTION REMOVE EX. WATERMAIN REMOVE BUILDING, ASSOCIATED PAVEMENT, & SIGNS (TYP.) REMOVE EX. WATERMAIN REVISION 2 - JUNE 19, 2020N SCALE IN FEET 0 40 80 62 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC1-6 NORTHWEST DEMOLITION PLAN 9 1 REMOVE EX. BITUMINOUS TRAIL COORDINATE BURIAL OF OVERHEAD POWER LINES WITH UTILITY PROVIDER & DEVELOPER 11 DEMOLITION LEGEND REMOVE EXISTING BUILDINGS REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, WOOD FENCE, BILLBOARDS, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ISLANDS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING REMOVE EXISTING PAVEMENT MARKINGS 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. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. TOPSOIL SHALL BE STOCKPILED ON-SITE AND ALL OTHER 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). 4. CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. 5. CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING WITH POWER UTILITY OWNER(S) TO DISCUSS DISCONNECTS/RELOCATIONS.REVISION 2 - JUNE 19, 2020N SCALE IN FEET 0 40 80 63 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC2-1 OVERALL SITE PLANEXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL WARNING: AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND Gopher State One Call LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 19040.00 REVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 2020BLDG A APARTMENT FFE=906.08 GFE=895.00 BLDG B APARTMENT FFE=906.08 GFE=895.00 BLDG C APARTMENT FFE=906.08 GFE=895.00 PARK AND RIDE FFE=898.36 RETAIL #1 FFE=900.00 RETAIL #2 FFE=898.80 RETAIL #3 FFE=898.80 RETAIL #4 FFE=898.80 POND NP NWL-886.00 HWL-892.50 FOREBAY NWL-886.25 HWL-892.50 POND WP NWL-899.75 HWL-901.09 POND 2P NWL-891.00 HWL-893.68 BASIN 1P NWL-DRY HWL-895.82 WETLAND NWL-886.00 HWL-892.36 NWL-885.75 HWL-892.78 7 13 6 13 14 14 7 14 116 9 5 12 15 23 20 14 12 13 15 14 15 15 4 14 15 15 8 7 14 COMPAC T S TA L L S COMPACT STA L L S 8 COMPAC T S TA L L S 5 6 SITE PLAN LEGEND CONCRETE SIDEWALK BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT HEAVY-DUTY CONCRETE PAVEMENT CONCRETE PAVEMENT BITUMINOUS TRAIL WETLAND BUFFER WETLAND BUFFER SETBACK PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING DIRECTION OF FLOW 1.0% 972.5 CURRENT ZONING:PUD (PLANNED UNIT DEVELOPMENT) PROPOSED ZONING:PUD (PLANNED UNIT DEVELOPMENT) FRONT PARKING SETBACK: 38 FT. REAR PARKING SETBACK:28 FT. INTERIOR PARKING SETBACK: 0 FT FRONT BUILDING SETBACK: 23 FT. REAR BUILDING SETBACK: 10 FT. INTERIOR BUILDING SETBACK: 10 FT. TOTAL PROPERTY AREA:17.37 AC. AREA OF DISTURBANCE:18.24 AC. EXISTING IMPERVIOUS AREA: 11.93 AC. PROPOSED IMPERVIOUS AREA: 9.93 AC. SITE DATA 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' WITH A 26' WIDE TWO WAY DRIVE UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 3.0' 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. RETAIL OFF-STREET PARKING CALCULATIONS SURFACE ACCESSIBLE PARKING:8 STALLS REQUIRED SURFACE ACCESSIBLE PARKING: 5 STALLS* RETAIL ACCESSIBLE PARKING PROPOSED SURFACE PARKING PROVIDED: 129 STALLS REQUIRED SURFACE ACCESSIBLE PARKING: 7 STALLS** *REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 101-150 STALLS **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 201-300 STALLS RESIDENTIAL OFF-STREET PARKING CALCULATIONS SURFACE ACCESSIBLE PARKING:6 STALLS RESIDENTIAL ACCESSIBLE PARKING PROPOSED SURFACE PARKING PROVIDED: 254 STALLS PROPOSED SURFACE PARKING-COMPACT: 39 STALLS 30 60 120 64 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC2-2 NORTH SITE PLANCURRENT ZONING:PUD (PLANNED UNIT DEVELOPMENT) PROPOSED ZONING:PUD (PLANNED UNIT DEVELOPMENT) FRONT PARKING SETBACK: 38 FT. REAR PARKING SETBACK:28 FT. INTERIOR PARKING SETBACK: 0 FT FRONT BUILDING SETBACK: 23 FT. REAR BUILDING SETBACK: 10 FT. INTERIOR BUILDING SETBACK: 10 FT. TOTAL PROPERTY AREA:17.37 AC. AREA OF DISTURBANCE:18.24 AC. EXISTING IMPERVIOUS AREA: 11.93 AC. PROPOSED IMPERVIOUS AREA: 9.93 AC. SITE DATA 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' WITH A 26' WIDE TWO WAY DRIVE UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 3.0' 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. SITE PLAN LEGEND CONCRETE SIDEWALK BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT HEAVY-DUTY CONCRETE PAVEMENT CONCRETE PAVEMENT BITUMINOUS TRAIL WETLAND BUFFER WETLAND BUFFER SETBACK  23 EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL WARNING: AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND Gopher State One Call REVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 2020RETAIL OFF-STREET PARKING CALCULATIONS SURFACE ACCESSIBLE PARKING:8 STALLS REQUIRED SURFACE ACCESSIBLE PARKING: 5 STALLS* RETAIL ACCESSIBLE PARKING PROPOSED SURFACE PARKING PROVIDED: 129 STALLS REQUIRED SURFACE ACCESSIBLE PARKING: 7 STALLS** *REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 101-150 STALLS **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 201-300 STALLS RESIDENTIAL OFF-STREET PARKING CALCULATIONS SURFACE ACCESSIBLE PARKING:6 STALLS RESIDENTIAL ACCESSIBLE PARKING PROPOSED SURFACE PARKING PROVIDED: 254 STALLS PROPOSED SURFACE PARKING-COMPACT: 39 STALLS BLDG A APARTMENT FFE=906.08 GFE=895.00 PARK AND RIDE FFE=898.36 RETAIL #1 FFE=900.00 RETAIL #2 FFE=898.80 RETAIL #3 FFE=898.80 RETAIL #4 FFE=898.80 POND WP NWL-899.75 HWL-901.09 POND 2P NWL-891.00 HWL-893.68 BASIN 1P NWL-DRY HWL-895.82 7 13 6 13 14 14 7 14 116 9 5 12 12 13 15 14 14 15 RETAINING WALL W/ FENCE WHERE WALL IS OVER 2.5' TALL (SEE GRADING PLAN) R 10' R 10' R 15' R 27' R 27' R 15' R 3' R 10' R 5' R 3' R 5' R 3' R 3' R 3'R 20' R 20' R 32' R 10'R 10'R 3'R 3'R 3' R 10'R 10'R 5' R 3' R 5' R 5'R 5' R 3'R 3' R 5'R 5' R 3'R 3' R 5' R 3' R 5'R 5' R 3'R 3' R 3'R 40' R 40' R 20'R 20' R 3' R 142' R 60' R 80' R 135' R 106' R 30' R 30' R 5' R 10' R 3' R 3' R 5' R 3' R 5' R 3' R 5' R 3' R 5' R 3' R 5' R 3' R 5' R 3' R 5' R 3' R 5' R 3' R 6' R 3' R 3' R 3' R 10' R 20' R 3' R 3' R 20' R 3' R 3' R 20' R 18' R 10' R 32' R 10' R 3' R 18'R 15' R 3' R 15' R 3' R 3' R 18' R 3' R 3' R 20' R 3' R 3' R 3' R 3' R 3' BITUMINOUS PAVEMENT SEE DETAIL 40/C8-3 BITUMINOUS PAVEMENT SEE DETAIL 40/C8-3 ACCESSIBLE STALL, SIGNS, STRIPING, ETC. TYP. -SEE DETAIL 36/C8-3 ACCESSIBLE STALL, SIGNS, STRIPING, ETC. TYP. -SEE DETAIL 36/C8-3 HEAVY-DUTY BITUMINOUS PAVEMENT SEE DETAIL 41/C8-3 HEAVY-DUTY BITUMINOUS PAVEMENT SEE DETAIL 41/C8-3 B612 CURB & GUTTER TYP. -SEE DETAIL 23/C8-2 B612 CURB & GUTTER TYP. -SEE DETAIL 23/C8-2 B612 CURB & GUTTER TYP. -SEE DETAIL 23/C8-2 B612 CURB & GUTTER TYP. -SEE DETAIL 23/C8-2 B612 CURB & GUTTER TYP. -SEE DETAIL 23/C8-2 SAWCUT BITUMINOUS SAWCUT BITUMINOUS BITUMINOUS TRAIL SEE DETAIL 27/C8-2 BITUMINOUS TRAIL SEE DETAIL 27/C8-2 DECORATIVE CONCRETE PAVEMENT (SEE LANDSCAPE) DECORATIVE CONCRETE PAVEMENT (SEE LANDSCAPE) DECORATIVE CONCRETE PAVEMENT (SEE LANDSCAPE) HEAVY-DUTY CONCRETE DRIVEWAY APRON SEE DETAIL 26/C8-2 HEAVY-DUTY CONCRETE DRIVEWAY APRON SEE DETAIL 26/C8-2 BUS DROPOFF/ PICK UP AREA MONUMENT (SEE LANDSCAPE)CROSSWALK TYP. -SEE DETAIL 38/C8-3 CONCRETE SIDEWALK SEE DETAIL 25/C8-2 CONCRETE SIDEWALK SEE DETAIL 25/C8-2 CONCRETE SIDEWALK SEE DETAIL 25/C8-2 STOP SIGN SEE DETAIL 30/C8-2 STOP SIGN SEE DETAIL 30/C8-2 WETLAND BUFFER WETLAND BUFFER SETBACK WETLAND BUFFER WETLAND BUFFER SETBACK 9.0' 9.0'9.0'9.0'9.0' 9.0' 26.0' 26.0' 26.0'26.0'26.0' 18.5' 18.5'18.5'18.5'18.5' 18.5'12.0' 26.0' 26.0' 12.0' 12.0' 26.0'26.0' 12.0' 26.0' 26.0'26.0' 26.0' 20.0' 20.0' 20.0' 20.0' 12.0' 18.5'18.5' 9.0' 9.0' 18.0' 9.0' 18.0' 9.0'9.0' 9.0' 9.0' 18.0' 18.0' 18.0' 18.0' 18.0' 9.0' 24.0' 24.0'22.0' 26.5'24.0'24.0' 24.0' 24.0' 24.0' 8.0' 8.0' 8.0' 5.0' 5.0' 5.0' 5.0' 5.0' 14.3' 9.0' 5.7' 38.0' 23.0' 28.0' 10.0' 28.0' 10.0' 10.0'10.0' 8.6' 10.0' 10.0' 10.0' 23.0' 38.0' 23.0' 38.0' 10.0' 28.0'10.0' R 20' R 5' R 3' R 3' 8 R 3' R 5' R 3' R 3' R 100' R 3' R 5' R 3'R 3' R 10' R 3' R 32' 7 PATIO/AMENITY AREA (SEE LANDSCAPE) ACCESSIBLE STALL, SIGNS, STRIPING, ETC. TYP. -SEE DETAIL 36/C8-3 R 6'R 6' CROSSWALK TYP. -SEE DETAIL 38/C8-3 CROSSWALK TYP. -SEE DETAIL 38/C8-3 TRASH STAGING AREA 7.0'7.0' 5.0' 7.3' 4.8' R 6' 14 6.4' 3.9' 6.4' 1.1' 6.4' PED. RAMP TYP. -SEE DETAIL 47/C8-4 PED. RAMP TYP. -SEE DETAIL 47/C8-4 RETAINING WALL W/ FENCE WHERE WALL IS OVER 2.5' TALL (SEE GRADING PLAN) TRASH STAGING AREA 10.0' 28.0' R 10' 5.0' R 3' R 3'COMPAC T S TA L L S R 3' 18.0' 16.0'R 3' 16.0' 24.5' 18.0'COMPACT STA L L S 5.0' R 6' 5.0' 5.0' 39.0'COMPAC T 18.5' 18.5' PED. RAMP TYP. -SEE DETAIL 47/C8-4 5.0' 8.0' BITUMINOUS PAVEMENT (MATCH EXISTING) BITUMINOUS PAVEMENT (MATCH EXISTING) R 40' R 28' BITUMINOUS UTILITY ACCESS DRIVE SEE DETAIL 60/C8-4 12.0' R 3' R 3' RETAIL SIGN STRUCTURAL AMENITY (SEE ARCHITECTURAL & LANSCAPE) CROSSWALK TYP. -SEE DETAIL 38/C8-3 DO NOT ENTER SIGN DO NOT ENTER SIGN N SCALE IN FEET 0 40 80 65 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC2-3 SOUTH SITE PLANCURRENT ZONING:PUD (PLANNED UNIT DEVELOPMENT) PROPOSED ZONING:PUD (PLANNED UNIT DEVELOPMENT) FRONT PARKING SETBACK: 38 FT. REAR PARKING SETBACK:28 FT. INTERIOR PARKING SETBACK: 0 FT FRONT BUILDING SETBACK: 23 FT. REAR BUILDING SETBACK: 10 FT. INTERIOR BUILDING SETBACK: 10 FT. TOTAL PROPERTY AREA:17.37 AC. AREA OF DISTURBANCE:18.24 AC. EXISTING IMPERVIOUS AREA: 11.93 AC. PROPOSED IMPERVIOUS AREA: 9.93 AC. SITE DATA 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' WITH A 26' WIDE TWO WAY DRIVE UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 3.0' 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. EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL WARNING: AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND Gopher State One Call SITE PLAN LEGEND CONCRETE SIDEWALK BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT HEAVY-DUTY CONCRETE PAVEMENT CONCRETE PAVEMENT BITUMINOUS TRAIL WETLAND BUFFER WETLAND BUFFER SETBACK  23 REVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 2020RETAIL OFF-STREET PARKING CALCULATIONS SURFACE ACCESSIBLE PARKING:8 STALLS REQUIRED SURFACE ACCESSIBLE PARKING: 5 STALLS* RETAIL ACCESSIBLE PARKING PROPOSED SURFACE PARKING PROVIDED: 129 STALLS REQUIRED SURFACE ACCESSIBLE PARKING: 7 STALLS** *REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 101-150 STALLS **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 201-300 STALLS RESIDENTIAL OFF-STREET PARKING CALCULATIONS SURFACE ACCESSIBLE PARKING:6 STALLS RESIDENTIAL ACCESSIBLE PARKING PROPOSED SURFACE PARKING PROVIDED: 254 STALLS PROPOSED SURFACE PARKING-COMPACT: 39 STALLS BLDG A APARTMENT FFE=906.08 GFE=895.00 BLDG B APARTMENT FFE=906.08 GFE=895.00 BLDG C APARTMENT FFE=906.08 GFE=895.00 PARK AND RIDE FFE=898.36 RETAIL #4 FFE=898.80 POND NP NWL-886.00 HWL-892.50 FOREBAY NWL-886.25 HWL-892.50 POND 2P NWL-891.00 HWL-893.68 CURB & GUTTER (MATCH EX. TYPE & GRADES) BITUMINOUS PAVEMENT SEE DETAIL 40/C8-3 BITUMINOUS PAVEMENT SEE DETAIL 41/C8-3 BITUMINOUS PAVEMENT SEE DETAIL 40/C8-3 ACCESSIBLE STALL, SIGNS, STRIPING, ETC. TYP. -SEE DETAIL 36/C8-3 ACCESSIBLE STALL, SIGNS, STRIPING, ETC. TYP. -SEE DETAIL 36/C8-3 HEAVY-DUTY BITUMINOUS PAVEMENT SEE DETAIL 41/C8-3 HEAVY-DUTY BITUMINOUS PAVEMENT SEE DETAIL 41/C8-3 HEAVY-DUTY BITUMINOUS PAVEMENT SEE DETAIL 41/C8-3 B612 CURB & GUTTER TYP. -SEE DETAIL 23/C8-2 B612 CURB & GUTTER TYP. -SEE DETAIL 23/C8-2 B612 CURB & GUTTER TYP. -SEE DETAIL 23/C8-2 B612 CURB & GUTTER TYP. -SEE DETAIL 23/C8-2 B612 CURB & GUTTER TYP. -SEE DETAIL 23/C8-2 CONCRETE SIDEWALK SEE DETAIL 25/C8-2 CONCRETE SIDEWALK SEE DETAIL 25/C8-2 CONCRETE SIDEWALK SEE DETAIL 25/C8-2 PATIO/AMENITY AREA (SEE LANDSCAPE) PLAYGROUND AREA (SEE LANDSCAPE) STRUCTURAL AMENITY (SEE ARCHITECTURAL & LANSCAPE) SAWCUT BITUMINOUS BITUMINOUS TRAIL SEE DETAIL 27/C8-2 BITUMINOUS TRAIL SEE DETAIL 27/C8-2 DECORATIVE CONCRETE PAVEMENT (SEE LANDSCAPE) DECORATIVE CONCRETE PAVEMENT (SEE LANDSCAPE) DECORATIVE CONCRETE PAVEMENT (SEE LANDSCAPE) CONCRETE SIDEWALK SEE DETAIL 25/C8-2 HEAVY-DUTY CONCRETE SEE DETAIL 43/C8-3 HEAVY-DUTY CONCRETE DRIVEWAY APRON SEE DETAIL 26/C8-2 13 14 14 7 14 9 5 12 15 23 20 14 12 13 15 14 15 15 4 14 15 15 STOP SIGN SEE DETAIL 30/C8-2 MONUMENT (SEE LANDSCAPE) CROSSWALK TYP. -SEE DETAIL 38/C8-3 CONC. RISERS W/ HANDRAIL (SEE ARCH.) BOARDWALK (SEE LANDSCAPE) WETLAND BUFFER WETLAND BUFFER SETBACK WETLAND BUFFER WETLAND BUFFER SETBACK R 3'R 3'R 3'R 3'R 3'R 3'R 3' R 20'R 20' R 3' R 142' R 60' R 80' R 135' R 106' 30' R 3'R 3' R 5' R 3' R 5' R 3' R 5' R 3' R 5' R 3' R 5' R 3' R 5' R 3' R 5' R 3' R 5' R 6' R 3' R 3' R 3' R 10' R 20' R 3' R 3' R 20' R 3' R 3' R 20' R 18' R 10' R 32' R 10'R 3' R 18'R 15' R 3' R 15' R 3' R 3' R 3' R 3' R 15'R 1 0 ' R 6' R 3' R 18' R 3' R 3' R 20' R 3' R 3' R 3' R 3' R 3' R 3' R 3' R 3' R 49' R 3' R 3' R 25' R 25' R 3' R 3' R 49' R 10' R 10' R 30' R 30' 9.0'9.0'9.0'9.0' 26.0' 26.0' 26.0'26.0'26.0' 18.5'18.5'18.5'18.5' 26.0' 26.0'26.0' 26.0' 20.0' 20.0' 20.0' 20.0' 9.0' 18.0' 9.0' 8.0' 9.0' 9.0' 18.0' 18.0' 18.0' 16.0' 9.0' 9.0' 9.0' 9.0' 9.0' 9.0' 9.0' 18.0' 18.0' 18.0' 18.0' 18.0' 18.0' 18.0' 18.0' 9.0' 24.0' 24.0'22.0' 26.5'24.0'24.0' 24.0' 24.0' 24.0' 24.0' 24.0' 24.0' 24.0' 24.0' 8.0' 8.0' 8.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 14.3' 9.0' 10.0'10.0' 8.6'10.0' 10.0' 10.0' 23.0' 38.0' 23.0' 38.0' 10.0'10.0' R 20' R 5' R 3' R 3' R 3' PATIO/AMENITY AREA (SEE LANDSCAPE) R 3' R 100' R 3' R 3'R 3' 7 R 6'R 6' 10.0' 7.0' 5.0' CONCRETE SIDEWALK SEE DETAIL 25/C8-2 4.8' 4.8' R 6' 14 R 3 ' R 10' R 3' R 20' 6.4' RETAINING WALL W/ FENCE WHERE WALL IS OVER 2.5' TALL (SEE GRADING PLAN) HEAVY-DUTY CONCRETE SEE DETAIL 43/C8-3 PED. RAMP TYP. -SEE DETAIL 47/C8-4 PED. RAMP TYP. -SEE DETAIL 47/C8-4 BITUMINOUS PAVEMENT (MATCH EXISTING) 10.0' 28.0' R 10' 5.0' R 3' R 3'COMPAC T S TA L L S R 3' 18.0' 16.0'R 3' 16.0' 24.5' 18.0'COMPACT STA L L S 5.0' R 6' 5.0' 5.0' 8 COMPAC T S TA L L S 24.0' R 6'R 3 ' 5 HEAVY-DUTY CONCRETE SEE DETAIL 43/C8-3 6 5.0' 24.0'35.5' ACCESSIBLE STALL, SIGNS, STRIPING, ETC. TYP. -SEE DETAIL 36/C8-3 5.0' 5.0' 5.0' 8.0' 8.0'R 3 ' R 3' R 3' R 3' HEAVY-DUTY CONCRETE TRASH STAGING LOCATION SEE DETAIL 43/C8-3 HEAVY-DUTY CONCRETE TRASH STAGING LOCATION SEE DETAIL 43/C8-3 HEAVY-DUTY CONCRETE TRASH STAGING LOCATION SEE DETAIL 43/C8-3 HEAVY-DUTY CONCRETE SEE DETAIL 43/C8-3 HEAVY-DUTY CONCRETE SEE DETAIL 43/C8-3 HEAVY-DUTY CONCRETE SEE DETAIL 43/C8-3 STRUCTURAL WALL W/ FENCE FOR ELEVATED AMENITY AREA (SEE ARCHITECTURAL & STRUCTURAL) N SCALE IN FEET 0 40 80 66 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC2-4 NORTHWEST SITE PLANSTALL, G, ETC. DETAIL) CURRENT ZONING:PUD (PLANNED UNIT DEVELOPMENT) PROPOSED ZONING:PUD (PLANNED UNIT DEVELOPMENT) FRONT PARKING SETBACK: 38 FT. REAR PARKING SETBACK:28 FT. INTERIOR PARKING SETBACK: 0 FT FRONT BUILDING SETBACK: 23 FT. REAR BUILDING SETBACK: 10 FT. INTERIOR BUILDING SETBACK: 10 FT. TOTAL PROPERTY AREA:17.37 AC. AREA OF DISTURBANCE:18.24 AC. EXISTING IMPERVIOUS AREA: 11.93 AC. PROPOSED IMPERVIOUS AREA: 9.93 AC. SITE DATA 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' WITH A 26' WIDE TWO WAY DRIVE UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 3.0' 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. EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL WARNING: AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND Gopher State One Call  23 SITE PLAN LEGEND CONCRETE SIDEWALK BITUMINOUS PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT HEAVY-DUTY CONCRETE PAVEMENT CONCRETE PAVEMENT BITUMINOUS TRAIL WETLAND BUFFER WETLAND BUFFER SETBACK REVISION 2 - JUNE 19, 2020RETAIL OFF-STREET PARKING CALCULATIONS SURFACE ACCESSIBLE PARKING:8 STALLS REQUIRED SURFACE ACCESSIBLE PARKING: 5 STALLS* RETAIL ACCESSIBLE PARKING PROPOSED SURFACE PARKING PROVIDED: 129 STALLS REQUIRED SURFACE ACCESSIBLE PARKING: 7 STALLS** *REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 101-150 STALLS **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 201-300 STALLS RESIDENTIAL OFF-STREET PARKING CALCULATIONS SURFACE ACCESSIBLE PARKING:6 STALLS RESIDENTIAL ACCESSIBLE PARKING PROPOSED SURFACE PARKING PROVIDED: 254 STALLS PROPOSED SURFACE PARKING-COMPACT: 39 STALLS RETAIL #1 FFE=900.00 POND WP NWL-899.75 HWL-901.09 RETAINING WALL W/ FENCE WHERE WALL IS OVER 2.5' TALL (SEE GRADING PLAN) R 15' R 27' R 27' R 15' R 40' R 40' ACCESSIBLE S SIGNS, STRIPING TYP. -SEE DETAIL 3 B612 CURB & GUTTER TYP. -SEE DETAIL 23/C8-2 B612 CURB & GUTTER TYP. -SEE DETAIL 23/C8-2 SAWCUT BITUMINOUS BITUMINOUS TRAIL SEE DETAIL 27/C8-2 BITUMINOUS TRAIL SEE DETAIL 27/C8-2 DECORATIVE CONCRETE PAVEMENT (SEE LANDSCAPE) HEAVY-DUTY CONCRETE DRIVEWAY APRON SEE DETAIL 26/C8-2 HEAVY-DUTY CONCRETE DRIVEWAY APRON SEE DETAIL 26/C8-2 STOP SIGN SEE DETAIL 30/C8-2 WETLAND BUFFER WETLAND BUFFER SETBACK 12.0' 12.0' 8.0' 5.7 38.0' 23.0' 23.0' CROSSWALK TYP. -SEE DETAIL 38/C8-3 6.4' 3.9' BITUMINOUS TRAIL SEE DETAIL 27/C8-2 8.0' APPROXIMATE LOCATION OF FUTURE TRAIL CONNECTION (TO BE CONSTRUCTED WITH CR 9 IMPROVEMENT PROJECT - GRADING, PAVING, SECTION, ETC. BY OTHERS) PED. RAMP TYP. -SEE DETAIL 47/C8-4 PED. RAMP TYP. -SEE DETAIL 47/C8-4 PED. RAMP TYP. -SEE DETAIL 47/C8-4 23.0' 38.0' 10.0' 28.0' 39.0' BITUMINOUS PAVEMENT (MATCH EXISTING) R 40' R 28' BITUMINOUS UTILITY ACCESS DRIVE SEE DETAIL 60/C8-4 12.0' DO NOT ENTER SIGN N SCALE IN FEET 0 40 80 67 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC2-5 FIRE PROTECTION PLANEXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL WARNING: AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND  23 Gopher State One Call REVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 2020BLDG A APARTMENT FFE=906.08 GFE=895.00 BLDG B APARTMENT FFE=906.08 GFE=895.00 BLDG C APARTMENT FFE=906.08 GFE=895.00 PARK AND RIDE FFE=898.36 RETAIL #1 FFE=900.00 RETAIL #2 FFE=898.80 RETAIL #3 FFE=898.80 RETAIL #4 FFE=898.80 POND NP NWL-886.00 HWL-892.50 FOREBAY NWL-886.25 HWL-892.50 POND WP NWL-899.75 HWL-901.09 POND 2P NWL-891.00 HWL-893.68 BASIN 1P NWL-DRY HWL-895.82 WETLAND NWL-886.00 HWL-892.36 NWL-885.75 HWL-892.78 FDC FDC FDC FDC FDC FDC FDC 47 7 21.67 5.25 Plymouth Tower 11 Overall Length 47.000ft Overall Width 10.000ft Overall Body Height 10.782ft Min Body Ground Clearance 1.212ft Track Width 10.000ft Lock-to-lock time 6.00s Wall to Wall Turning Radius 44.500ft Plym o u t h T o w e r 1 1 30 60 120 68 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENT0 30 60 120 REVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 2020C2-6 ACCESSIBLE ROUTE PLANACCESSIBILITY LEGEND ACCESSIBLE ROUTE 5' ACCESSIBLE TURNING RADIUS PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING DIRECTION OF FLOW 1.0% 972.5 BLDG A APARTMENT FFE=906.08 GFE=895.00 BLDG B APARTMENT FFE=906.08 GFE=895.00 BLDG C APARTMENT FFE=906.08 GFE=895.00 PARK AND RIDE FFE=898.36 RETAIL #1 FFE=900.00 RETAIL #2 FFE=898.80 RETAIL #3 FFE=898.80 RETAIL #4 FFE=898.80 POND NP NWL-886.00 HWL-892.50 FOREBAY NWL-886.25 HWL-892.50 POND WP NWL-899.75 HWL-901.09 POND 2P NWL-891.00 HWL-893.68 BASIN 1P NWL-DRY HWL-895.82 Plym o u t h T o w e r 1 1 69 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC3-1 OVERALL GRADING PLANEXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL WARNING: AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND Gopher State One Call REVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 2020PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING DIRECTION OF FLOW 1.0% 972.5 GRADING, DRAINAGE & EROSION CONTROL NOTES 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 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. 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. 4. 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 GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 5. STREETS MUST BE CLEANED AND SWEPT THROUGHOUT THE DURATION OF CONSTRUCTION, WITHIN 24 HOURS, WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 6. GRADING IN WETLAND ONLY TO OCCUR WITHIN DEFINED GRADING LIMITS AND APPROVED BY PERMIT ____________. 7. DUST MUST BE ADEQUATELY CONTROLLED. 8. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 9. SEE UTILITY PLANS FOR WATER, STORM AND SANITARY SEWER INFORMATION. 10. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 11. SEE LANDSCAPE PLAN FOR FINAL SITE STABILIZATION. FLOODPLAIN FREEBOARD NOTE 100-YEAR FLOODPLAIN ELEVATION (FROM BCWMC) = 893.10 (NAVD 88) = 892.90 (NAVD 29) FREEBOARD REQUIREMENT (PER BCWMC REQ. 5.1) = 2.0' MINIMUM ALLOWED BUILDING FLOOR ELEVATION = 895.10 (NAVD 88) = 894.90 (NAVD 29) *ALL ELEVATIONS ON PLANS ARE SHOWN USING NAVD 29 FOREBAY FLOWFLOW F LOW FLOWBLDG A APARTMENT FFE=906.08 GFE=895.00 BLDG B APARTMENT FFE=906.08 GFE=895.00 BLDG C APARTMENT FFE=906.08 GFE=895.00 PARK AND RIDE FFE=898.36 RETAIL #1 FFE=900.00 RETAIL #2 FFE=898.80 RETAIL #3 FFE=898.80 RETAIL #4 FFE=898.80   898 892889888 898 892 890 887888889 891 8858878 8 2 886 8 8 58858858 8 6 885885888 885 88 2 885 886 886890 895 900899898 897 896 895 903POND NP NWL-886.00 HWL-892.50 FOREBAY NWL-886.25 HWL-892.5089789 9897 898 890 884 88689 3 89 4   890886887888889891885881882883884890886887888889891POND WP NWL-899.75 HWL-901.09 905891891892 8898938938 9 8 893893893893892892893894895896897898893894 896 896 895 897896895894 895 892 893 894 896 897 898 893  POND 2P NWL-891.00 HWL-893.68 BASIN 1P NWL-DRY HWL-895.82 WETLAND NWL-886.00 HWL-892.36 NWL-885.75 HWL-892.78 95.90 EOF 89.75 EOF 90.90 EOF 86.25 EOF 01.40 EOF 86.25 EOF 86.25 EOF 93.80   90 3 898899903 901903 901898 8988 9 7 897898 89 8 898896894892896 89989 9 89689 4 894894893 893 8 9 4 8 9 4 8948 9 689889789 6 89589 6 8968958 9 5 8938928958948868 8 7 885885892 886887889887889881 881 8948928988978 98 01.80 01.80 00.90 00.50 00.90 30 60 120 70 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC3-2 NORTH GRADING PLANEXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL WARNING: AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND Gopher State One Call REVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 2020PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING DIRECTION OF FLOW 1.0% 972.5 GRADING, DRAINAGE & EROSION CONTROL NOTES 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 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. 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. 4. 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 GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 5. STREETS MUST BE CLEANED AND SWEPT THROUGHOUT THE DURATION OF CONSTRUCTION, WITHIN 24 HOURS, WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 6. GRADING IN WETLAND ONLY TO OCCUR WITHIN DEFINED GRADING LIMITS AND APPROVED BY PERMIT ____________. 7. DUST MUST BE ADEQUATELY CONTROLLED. 8. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 9. SEE UTILITY PLANS FOR WATER, STORM AND SANITARY SEWER INFORMATION. 10. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 11. SEE LANDSCAPE PLAN FOR FINAL SITE STABILIZATION. FLOODPLAIN FREEBOARD NOTE 100-YEAR FLOODPLAIN ELEVATION (FROM BCWMC) = 893.10 (NAVD 88) = 892.90 (NAVD 29) FREEBOARD REQUIREMENT (PER BCWMC REQ. 5.1) = 2.0' MINIMUM ALLOWED BUILDING FLOOR ELEVATION = 895.10 (NAVD 88) = 894.90 (NAVD 29) *ALL ELEVATIONS ON PLANS ARE SHOWN USING NAVD 29 BLDG A APARTMENT FFE=906.08 GFE=895.00 93.62 94.06 94.68 93.60 93.42 93.45 93.14 93.19 93.04 93.83 93.4 92.93 92.50 93.00 93.00 93.23 93.09 93.20 93.39 93.63 94.16 93.63 93.71 93.51 93.27 92.71 94.71 94.38 93.50 98.10 94.25 93.51 93.69 93.63 93.45 94.7794.23 94.07 94.15 94.5194.58 94.76 94.43 93.74 94.63 94.14 93 93 93.50 93.50 PARK AND RIDE FFE=898.36 RETAIL #1 FFE=900.00 RETAIL #2 FFE=898.80 RETAIL #3 FFE=898.80 RETAIL #4 FFE=898.80 94.30± EX. 94.44± EX. 94.55± EX. 94.76± EX. 95.76± EX. 96.72± EX. 97.14± EX. 97.18± EX. 97.48 96.82 97.08 97.79 96.6096.85 96.96 98.00 97.30 97.1797.17 97.30 97.21 97.26 97.21 97.2697.27 97.1697.15 95.36 96.22 96.31 98.17 98.38 96.11 99.15 98.44 97.78 97.77 98.29 97.74 97.73 98.10 97.7898.14 97.95 97.26 97.16 97.03 96.96 96.81 96.49 97.29 97.28 97.26 97.27 97.38 97.30 97.68 97.14 97.38 97.10 97.66 97.43 97.66 97.43 96.34 97.30 97.25 97.21 97.25 97.21 97.30 98.37 98.31 97.81 98.32 99.5400.00 98.58 97.64 97.8498.66 97.30 EOF 98.08 97.81 98.39 98.18 97.30 EOF 97.74 98.65 97.78 97.54 97.96 98.14 98.64 98.32 97.86 98.14 97.95 97.70 98.80 98.16 97.50 97.03 97.03 97.73 97.61 98.03 98.80 95.00 95.00 95.00 0.8% 1 . 0% 1 . 0%0.8% 1 . 1% 2 . 0% 3 . 0% 1 . 0% 2 . 0% 3 . 0%0.8% 1 . 0%1.8% 0.8% 1 . 0%1.0%1.3%3.6%1.3%2.5%3.7%1.1%1.5% 1.9%2.0%1.1%0.8%0.9%0.8%1.8%2.0% 1.8% 2.1% 2.0% 1.9%1.4% 1 . 2%2.2% 2.4% 2. 4 % 1.9% 1.9% 2.0% 2.0%1.0%2.0%0.7%1.9%1.0% 1.0% 0.9% 1.0% 0.9% 1.0%3.5%1.3%0.6%1.1%1.7%1.0%1.0%1.1%1.1%1.0%1.4% 1.8%1.8% 1.4%1.0%2.0%98.49 95.32 97.3697.50 97.50 97.26 EOF 97.46 97.4498.1197.3597.45 2.3%0.5%2.5%1.0%1.0%0.5%2.5%1.0% 0.5%1.1%0.6%0.5%1.1%1.0% 96.9797.30 EOF1.3%1.5%1.0% 93.50 EOF 95.00898892 898 892  97.62 97.64 97.07 97.48 97.49 97.25 3. 1 % 2.7%1.0% 98.580.9%0.7%1.0% 2.2% 2.5% 1.0% 0.9% 99.00 3.0%1.6%98.2798.80 97.37 97.73 97.37 97.65 1.2%97.61 98.03 1.1%2.0%1.8%2.8%1.1%98.30 98.30 98.0097.92 2.0%2.0%2.4% 96.87 1.0%1.0%0. 9 % 1.4% 1.0% 98.2498.00 98.25 98.01 1.1%1.1%1.3%1.1%98.2898.39 2.0%2.0% 97.82 97.96 98.08 98.27 98.5398.34 98.15 98.14 1.2%1.0% 1.0% 1.0% 1.0% 1.0% 1.7% 97.43 97.63 97.113.3%1.0% 98.52 98.50 1.0%0.9%1.4% 1.3% 99.15 5.0%95.00 06.08 97.47 95.00 99.00 97.50 95.00 06.08 94.00 94.70± EX. 94.52± EX. 94.28± EX.1.5% 1.5% 1.5% 94.49 94.73 94.92 95.00 96.00± EX. 94.03± EX.93.00± EX. 92.01± EX. 91.00± EX. 91.00± EX. 89.97± EX. 89.99± EX.    895 900 899 898 897 896 895 90300.00 00.00 98.80 98.80 98.80 98.80 1.7% 97.5398.80 98.80 98.80 98.80 98.80 98.80 98.30 97.46 97.14 98.45 99.33 98.30 96.75 97.26 2.0% 1.5%1.0%99.18 99.46 1.0%1 . 0% 1.5% 1.5% 1 . 2%89789 9897 898 W=99.20 TW=2.83 BW=99.20TW=1.35 TW=3.00 TW=0.50BW=0.50 BW=99.20 95.00 96.76 97.12 95.00 95.00 93.66 93.862.0% 97.001.2%1.0%0.9% 98.64 98.32 97.32 97.12 POND WP NWL-899.75 HWL-901.09 9058918918 9 8 93.27 94.19 94.35 2.0% 2.0% 01.00± EX.1.5%01.40 EOF 2 . 0%2.0%1.9%1.9%1.9% 98.001.7%0.8% 98.23 893893893893892892893894895896897898893894 896 896 895 897 896 895 894 895 892 893 894 896 897 898 893 BW=98.00TW=98.00 BW=94.12 TW=98.55 BW=94.00TW=98.57 BW=93.50 TW=94.00 BW=93.57 TW=94.64 93.90 93.90 93.80 EOF   POND 2P NWL-891.00 HWL-893.68 BASIN 1P NWL-DRY HWL-895.82 96.06 95.90 EOF 96.20 96.20 95.00 94.41 94.27 94.50 94.45 94.34 94.28 94.23 94.07 93.19 93.25 93.93 93.85 92.96 93.15 92.91 93.14 92.66 94.07 95.00 95.00 94.42 97.12 98.86 99.02 99.15 99.48 99.55 99.0999.06 98.78 98.63 99.76 99.02 97.14 96.88 96.97 97.71 95.17 95.06 92.96 92 92.5092.87 93.15 92.62 96.56       93.58 93.67 92.86 1 . 5% 93.50 EOF 93.50 EOF 1.0%1.4%3.0%5.0%1.0% 1.1% 1 . 4% 2 . 0%5.0% 2.0% 4.5% 4.5% 94.90 94.47 94.51 94.18 94.13 3.0 % 93.01 2 . 1%1.2%2.0% 1.0% 0.5% 2.0% 94.291.0%2.2% 94.99 94.76 94.52 96.87 95.91 96.47 95.94 96.50 97.21 97.05 1.0%0. 4% 96.67 90 3 TC 99.15 04.10 04.10 00.75 01.13 TC 00.00 6.6%7.0% 00.61 1.0%00.01 94.42 94.32 94.44 94.88 94.98 95.052.5% 99.26 TC 98.49 93.80 0 . 5% 97.23 1.0%94.57 94.57 94.45 97.75 97.91 98.10 97.95 95.70± EX. 95.47± EX.898899903 901903 901898 8988 9 7 897898 89 8 898896894896 89989 9 89689 4 894894893 893 8 9 4 89489889789 6 895898897898 0 20 40 80 71 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC3-3 SOUTH GRADING PLANREVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 2020EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL WARNING: AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND Gopher State One Call PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING DIRECTION OF FLOW 1.0% 972.5 GRADING, DRAINAGE & EROSION CONTROL NOTES 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 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. 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. 4. 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 GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 5. STREETS MUST BE CLEANED AND SWEPT THROUGHOUT THE DURATION OF CONSTRUCTION, WITHIN 24 HOURS, WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 6. GRADING IN WETLAND ONLY TO OCCUR WITHIN DEFINED GRADING LIMITS AND APPROVED BY PERMIT ____________. 7. DUST MUST BE ADEQUATELY CONTROLLED. 8. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 9. SEE UTILITY PLANS FOR WATER, STORM AND SANITARY SEWER INFORMATION. 10. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 11. SEE LANDSCAPE PLAN FOR FINAL SITE STABILIZATION. FLOODPLAIN FREEBOARD NOTE 100-YEAR FLOODPLAIN ELEVATION (FROM BCWMC) = 893.10 (NAVD 88) = 892.90 (NAVD 29) FREEBOARD REQUIREMENT (PER BCWMC REQ. 5.1) = 2.0' MINIMUM ALLOWED BUILDING FLOOR ELEVATION = 895.10 (NAVD 88) = 894.90 (NAVD 29) *ALL ELEVATIONS ON PLANS ARE SHOWN USING NAVD 29 0 20 40 80 FLOW BLDG A APARTMENT FFE=906.08 GFE=895.00 BLDG B APARTMENT FFE=906.08 GFE=895.00 BLDG C APARTMENT FFE=906.08 GFE=895.00 94.89± EX. 94.80± EX. 95.47± EX. 94.86± EX. 95.96 95.54 95.36 94.63 95.52 95.78 95.08 94.80 95.36 94.52 93.62 94.06 94.34 94.76 94.68 93.60 93.42 93.45 93.14 93.19 93.04 93.83 93.44 92.93 92.50 93.0093.00 93.23 93.09 93.20 93.39 93.63 94.16 93.63 93.71 93.51 93.27 92.71 94.12 94.21 93.79 94.71 94.38 93.50 98.10 94.25 93.51 93.69 93.63 93.45 94.7794.23 94.07 94.15 94.5194.58 94.76 94.43 93.74 94.63 95.46 95.78 94.14 93.98 94.49 93.50 EOF 93.50 EOF 93.30 93.50 93.50 PARK AND RIDE FFE=898.36 RETAIL #4 FFE=898.80 .30± EX. X. 97.48 96.82 97.08 97.79 96.6096.85 96.96 98.00 97.30 97.1797.17 97.30 97.21 97.26 97.21 97.2697.27 97.1697.15 95.36 96.22 96.31 98.17 98.38 96.11 99.15 98.44 97.78 77 73 .78 97.16 96.96 96.49 97.29 97.28 97.26 97.3097.1097.4397.43 96.34 97.30 97.2197.21 97.30 97.70 94.76 95.00 95.00 95.00 95.00 0.8% 1 . 0% 1 . 0%0.8% 1 . 1% 2 . 0% 3 . 0% 1 . 0% 1 . 0%2.9% 2 . 0% 1 . 0% 3 . 0% 1 . 5% 0.8% 1 . 0%1.8%0.8% 1 . 0% 1.0% 1.3%3.6%1.3%2.5%3.7%1.1%1.5%1.0% 1 . 3% 1.5%1.5%1.9%2.0%1.1%0.8%0.9%0.8%1.8%2.0% 1.8% 2.1% 2.0% 1.9%1.4% 1 . 2%2.2% 2.4% 2. 4 %1.0%2.0%98.49 95.32 97.3697.50 97.50 97.26 EOF 97.46 0.5%1.1%0.6%0.5%1.1%1.0% 96.9797.30 EOF1.3%1.5%1.0% 93.50 EOF 95.00 95.00 95.00 4.1%6.0% 3 . 0%     95.00 95.00 95.00 95.00 95.00 898 889888 898 97.62 98.30 98.30 98.0097.92 2.0%2.0%2.4% 96.87 1.0%1.0%0. 9 % 1.4% 1.0% 97.82 97.96 98.08 98.27 98.5398.34 98.151.2%1.0%1.0% 1.0% 1.0% 1.7% 97.4397.11 1.4% 1.3% 99.15 5.0%95.00 06.08 97.47 95.00 99.00 97.50 95.00 95.00 06.08 94.00 94.82± EX. 94.70± EX. 94.52± EX. 94.28± EX. 95.17± EX. 94.57± EX. 94.37± EX. 1.5% 1.5% 1.5%1.5%1.5%1.5%1.5%1.5% 94.49 94.73 94.92 94.78 95.58 95.38 94.78 94.58 95.00 95.00 96.19 96.77 95.00 95.00 95.00 95.00 95.00 95.00 94.83± EX. 96.00± EX. 96.21± EX. 89.99± EX. 89.00± EX. 87.66± EX. 87.99± EX. 89.02± EX. 87.01± EX. 890 887 888889 891 887885888 885 88 2 885 886 890 POND NP NWL-886.00 HWL-892.50 FOREBAY NWL-886.25 HWL-892.50 98.80 98.80 98.80 98.30 97.46 97.14 98.45 99.33 98.30 7.26 1.0%99.18 99.46 1.0%1.0%1 . 2%89789 9897 95.00 890 884 88693.40 93.00 93.23 95.00 96.76 97.12 95.00 95.00 93.66 93.862.0% 94.32 93.50 EOF 93.11 94.44 4.0% 93.5092.88 93.16 93.04 95.00 95.00 97.00 1 . 0% 93.33 1.2%89 3 89 4   1.2%10.9% 98.64 98.32 85.50 85.50 85.50 95.00 96.51 90.90 EOF 92.11 93.57 93.05 TW=92.00 BW=92.00 TW=93.08 BW=91.61 TW=94.74 BW=91.00 TW=93.37 BW=91.00 TW=92.85BW=90.75 2.1% 3.9% 94.00 95.00 94.28 4.9% TW=91.30BW=90.75 88688788888988588188288388491.50 92.56 93.56 91.43 2. 5 % 95.00 97.32 97.12 86.25 EOF905891 892 8898938938 9 8 93.39 93.23 94.80 94.42 92.18 92.02 92.22 92.06 93.27 93.11 94.19 94.35 2.0% 4.8% 2.0% 2.0% 2.0% 2.0%339393BW=94.00TW=98.57 BW=93.50 TW=94.00 BW=93.57 TW=94.64 93.90 POND 2P NWL-891.00 HWL-893.68 86.25 EOF 86.25 EOF 94.78± EX. 95.00 1 . 0% 95.53± EX. 95.22± EX. 95.52 1 . 0%1.3% 1 . 5% 1 . 0% 94.41 94.82 94.82 94.74 94.72 95.30 94.36 94.29 95.00 95.00 94.05 93.98 94.52 95.00 94.78 95.71 95.66 95.82 95.26 94.82 95.62 93.47 93.80 93.87 2 . 8% 94.71 94.43 2.8% 93.71 93.53 93.85 93.34 94.27 94.50 94.45 94.34 94.28 94.23 94.07 93.19 93.25 93.93 93.85 92.96 93.15 92.91 93.14 92.66 94.07 95.00 95.00 94.42 97.12 97.14 96.88 96.97 95.17 95.06 92.96 92.96 93.06 92.96 92.76 92.5092.87 93.15 92.62 96.56 1 . 5% 94.36      1.0%1.0% 95.12 3 . 0% 2 . 4% 1 . 9%2.0% 94.640.8% 93.58 93.67 93.30 EOF 92.86 1 . 5% 93.50 EOF 93.50 EOF 1.0%1.4% 3.0%5.0%1.0% 1.1% 1 . 4% 2 . 0%5.0% 2.0% 4.5% 4.5% 94.90 94.47 94.51 94.18 94.13 3.0 % 93.01 2 . 1%1.2%2.0% 1.0% 0.5% 2.0% 94.291.0%2.2% 93.45 94.37 2.0% 1 . 5%94.81 95.41 95.611.5% 95.45 94.78 94.99 94.76 94.52 7 1.0%00.01 93.8593.79 93.70 93.93 94.42 94.32 94.44 94.88 94.98 95.052.5% 99.26 TC 98.49 94.57 94.57 94.45 97.75 97.91 98.10 97.95 1.0% 0 . 5%0.9% 95.10± EX. 95.29± EX. 4. 9 % 94.86 95.01 91.5091.35 92.90 93.02 92.934.5% 8 9 7 897898896894892896 89989 9 89689 4 894894893 893 8 9 4 8 9 4 8948 9 6 89 6 89589 6 8968958 9 5 893892895894892881 881 894892 72 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC3-4 POND GRADING & STORM SEWER PLAN0 15 30 60 REVISION 2 - JUNE 19, 2020PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING DIRECTION OF FLOW 1.0% 972.5 GRADING, DRAINAGE & EROSION CONTROL NOTES 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 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. 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. 4. 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 GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 5. STREETS MUST BE CLEANED AND SWEPT THROUGHOUT THE DURATION OF CONSTRUCTION, WITHIN 24 HOURS, WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 6. GRADING IN WETLAND ONLY TO OCCUR WITHIN DEFINED GRADING LIMITS AND APPROVED BY PERMIT ____________. 7. DUST MUST BE ADEQUATELY CONTROLLED. 8. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 9. SEE UTILITY PLANS FOR WATER, STORM AND SANITARY SEWER INFORMATION. 10. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 11. SEE LANDSCAPE PLAN FOR FINAL SITE STABILIZATION. FLOODPLAIN FREEBOARD NOTE 100-YEAR FLOODPLAIN ELEVATION (FROM BCWMC) = 893.10 (NAVD 88) = 892.90 (NAVD 29) FREEBOARD REQUIREMENT (PER BCWMC REQ. 5.1) = 2.0' MINIMUM ALLOWED BUILDING FLOOR ELEVATION = 895.10 (NAVD 88) = 894.90 (NAVD 29) *ALL ELEVATIONS ON PLANS ARE SHOWN USING NAVD 29 38 LF 18" STORM @ 0.98% 900 899 898 897 896 895 903BW=1.27 TW=3.98 BW=99.20 TW=2.83 BW=99.20TW=1.35 TW=3.00 TW=0.50BW=0.50 BW=99.20 BW=4.92 TW=4.78 POND WP NWL-899.75 HWL-901.09 01.00± EX. 04.34± EX.1.5%1.5%01.40 EOF 90 3 04.10 04.10 00.75 01.13 6.6%903 901903STMH 44 RIM=908.81 INV=901.85 (12") E INV=902.25 (18") N SUMP=898.85 182 LF 12" STORM @ 0.45% FES 43 INV= 901.03 (12") W FES 42 INV=897.00 (18") NE 24 LF 18" STORM @ -2.07% OCS 41 RIM= 900.90 INV= 897.50 (18") SW INV=898.00 (18") NE 79 LF 18" STORM @ 1.07% FES 40 INV= 897.16 (18") SW POND 1 INSET EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL WARNING: AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND Gopher State One Call N SCALE IN FEET 0 30 60 48 LF 36" STORM @ 0.60% 37 LF 36" STORM @ -4.03% INV=886.51 31 LF 27" STORM @ 0.84% 198 LF 12" STORM @ 2.31% FOREBAY FOREBAY FLOW FLOW FLO WFLOW FLOW F LOW FLOWFLOWFLOWFLOW 95.00 95.00 95.00 4.1% 6.0% 3 . 0%888 95.00 95.00 890 887 888 889 891 88588788 2 886 882 887 8858858858858 8 6 885885888 885 88 2 885 886 8868908 8 7 POND NP NWL-886.00 HWL-892.50 FOREBAY NWL-886.25 HWL-892.50 890 884 88694.32 93.50 EOF 93.11 94.44 4.0% 95.00 95.00 89.75 EOF93.33 1.2%894         85.50 85.50 85.50 85.50 85.50 85.50 85.50 85.50 85.50 85.50 85.50 85.50 85.50 85.50 86.00 86.00 85.50 85.50 86.25 86.9086.90 86.25 86.25 86.3086.30 86.3086.30 86.3086.30 85.50 85.50 85.50 85.50 85.50 90.90 EOF 93.57 93.05 TW=93.08 BW=91.61 TW=94.74 BW=91.00 TW=93.37 BW=91.00 TW=92.85 BW=90.75 2.1% 3.9% 94.28 4.9% TW=91.30 BW=90.75 89088688788888989188588188288388489088688788888989191.50 92.56 93.56 91.43 2. 5 % 95.00 86.25 EOF 892 86.25 EOF 86.25 EOF WETLAND NWL-886.00 HWL-892.36 NWL-885.75 HWL-892.78 85.50 85.50 94.82 94.82 94.74 94.72 95.30 93.47 93.80 93.87 2 . 8% 94.71 94.43 2.8% 93.71 93.06 93.30 EOF 93.85 93.79 93.70 93.93 1.0% 0 . 5% 4. 9 % 94.86 .01 91.50 91.35 92.90 93.02 92.934.5% 8 9 5 89389295894887 8868858868 8 78868 8 7 885 885892 886887889887881 881 892 FES 7 INV=885.75 (42") SW 54 LF 42" STORM @ 0.00% FES 6 INV= 885.75 (42") NE FES 5 INV= 886.25 (27") NW FES 3 INV=881.00 (36") S OCS 2 RIM= 889.50 INV= 882.50 (36") N INV= 886.00 (6") N INV= 886.00 (6") N INV=886.00 (36") SW FES 1 INV= 885.71 (36") NE FES 4 INV= 885.50 (12") NW BUILD STMH 45 OVER EX. 48" LINE (FIELD VERIFY LOCATION & SIZE) 159 LF - 6" DTILE @ 0.00%86 LF - 6" DTILE @ 0.00% STMH 45 RIM=895.56 INV=886.26 (48") W INV=886.26 (48") E SUMP=882.26 W/ SAFL BAFFLE STMH 46 RIM=896.50 INV=887.63 (24") SW INV=887.63 (24") NE SUMP=883.63 W/ SAFL BAFFLE STMH 47 RIM=896.52 INV=887.31 (48") SW INV=887.31 (48") NE SUMP=883.31 W/ SAFL BAFFLE BUILD STMH 46 OVER EX. 24" LINE (FIELD VERIFY LOCATION & SIZE) BUILD STMH 47 OVER EX. 48" LINE (FIELD VERIFY LOCATION & SIZE)TW=93.0893.71POND 2 INSET 73 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC3-5 SWPPPEXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL WARNING: AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND Gopher State One Call REVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 2020INLET PROTECTION SILT FENCE EROSION CONTROL BLANKET ROCK CONSTRUCTION ENTRANCE SWPPP LEGEND PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING DIRECTION OF FLOW 1.0% 972.5 BLDG A APARTMENT FFE=906.08 GFE=895.00 BLDG B APARTMENT FFE=906.08 GFE=895.00 BLDG C APARTMENT FFE=906.08 GFE=895.00 94.89± EX. 94.80± EX. 95.47± EX. 94.86± EX. 95.96 95.54 95.36 94.63 95.52 95.78 95.08 94.80 95.36 94.52 93.62 94.06 94.34 94.76 94.68 93.60 93.42 93.45 93.14 93.19 93.04 93.8393.44 92.93 92.50 93.0093.00 93.23 93.09 93.20 93.39 93.63 94.16 93.63 93.71 93.51 93.27 92.71 94.12 94.21 93.79 94.71 94.38 93.50 98.10 94.25 93.51 93.69 93.63 93.45 94.7794.23 94.0794.15 94.5194.58 94.76 94.43 93.74 94.63 95.46 95.78 94.14 93.98 94.49 93.50 EOF 93.50 EOF 93.30 93.50 93.50 PARK AND RIDE FFE=898.36 RETAIL #1 FFE=900.00 RETAIL #2 FFE=898.80 RETAIL #3 FFE=898.80 RETAIL #4 FFE=898.80 94.30± EX. 94.44± EX. 94.55± EX. 94.76± EX. 95.76± EX. 96.72± EX. 97.14± EX. 97.18± EX. 97.4896.82 97.08 97.79 96.6096.85 96.96 98.00 97.30 97.1797.17 97.30 97.21 97.26 97.21 97.2697.27 97.1697.15 95.36 96.22 96.31 98.17 98.38 96.11 99.15 98.44 97.7897.77 98.29 97.74 97.7398.10 97.7898.14 97.95 97.26 97.16 97.03 96.9696.81 96.49 97.29 97.28 97.26 97.27 97.38 97.30 97.6897.14 97.38 97.10 97.66 97.43 97.66 97.43 96.34 97.30 97.25 97.21 97.25 97.21 97.30 98.37 98.31 97.8198.32 99.5400.00 98.58 97.64 97.8498.66 97.30 EOF 98.08 97.81 98.39 98.18 97.30 EOF 97.74 98.65 97.7897.5497.96 98.14 98.64 98.32 97.86 98.14 97.95 97.70 98.80 98.16 97.50 97.03 97.03 97.73 97.61 98.03 98.80 94.76 95.00 95.00 95.00 95.00 0.8% 1 . 0% 1 . 0% 0.8% 1 . 1% 2 . 0% 3 . 0% 1 . 0% 1 . 0%2.9% 2 . 0% 1 . 0% 3 . 0% 1 . 5%0.8% 1 . 0%1.8% 0.8% 1 . 0%1.0%1.3%3.6%1.3%2.5%3.7%1.1%1.5%1.0% 1 . 3%1.5%1.5% 1.9%2.0%1.1%0.8%0.9%0.8%1.8%2.0% 1.8% 2.1% 2.0%1.9%1.4% 1 . 2%2.2% 2.4% 2. 4 % 1.9% 1.9% 2.0% 2.0%1.0%2.0%0.7%1.9%1.0%1.0% 0.9%1.0% 0.9%1.0%3.5%1.3%0.6%1.1%1.7%1.0%1.0%1.1%1.1%1.0%1.4%1.8%1.8%1.4%1.0%2.0%98.49 95.32 97.3697.50 97.50 97.26 EOF 97.46 97.4498.1197.3597.45 2.3%0.5%2.5%1.0%1.0%0.5%2.5%1.0% 0.5%1.1%0.6%0.5%1.1%1.0% 96.9797.30 EOF1.3%1.5%1.0% 93.50 EOF 95.00 95.00 95.00 4.1%6.0% 3 . 0%   95.00 95.00 95.00 95.00 95.00 898 892889888 898 892 97.62 97.64 97.0797.48 97.49 97.25 3. 1 % 2.7%1.0% 98.580.9%0.7%1.0% 2.2% 2.5% 1.0% 0.9% 99.00 3.0%1.6%98.2798.80 97.37 97.73 97.37 97.65 1.2%97.61 98.03 1.1%2.0%1.8%2.8%1.1%98.30 98.30 98.0097.92 2.0%2.0%2.4% 96.87 1.0%1.0%0. 9 % 1.4% 1.0% 98.2498.00 98.25 98.01 1.1%1.1%1.3%1.1%98.2898.39 2.0%2.0% 97.82 97.96 98.0898.27 98.5398.34 98.15 98.14 1.2%1.0% 1.0% 1.0% 1.0% 1.0% 1.7% 97.43 97.63 97.113.3%1.0% 98.52 98.50 1.0%0.9%1.4% 1.3% 99.15 5.0%95.00 06.08 97.47 95.00 99.00 97.50 95.00 95.00 06.08 94.00 94.82± EX. 94.70± EX. 94.52± EX. 94.28± EX. 95.17± EX. 94.57± EX. 94.37± EX. 1.5% 1.5% 1.5%1.5%1.5%1.5%1.5%1.5% 94.49 94.73 94.92 94.78 95.58 95.38 94.78 94.58 95.00 95.00 96.19 96.77 95.00 95.00 95.00 95.00 95.00 95.00 94.83± EX. 96.00± EX. 96.21± EX. 96.00± EX. 94.03± EX.93.00± EX. 92.01± EX. 91.00± EX. 91.00± EX. 89.97± EX. 89.99± EX. 89.00± EX. 87.66± EX. 87.99± EX. 89.02± EX. 87.01± EX. 890 887888889 891 885887882 886 882 887 8858 8 58858858 8 6 885885888 885 88 2 885 886 8868908 8 7  895 900899898 897 896 895 903POND NP NWL-886.00 HWL-892.50 FOREBAY NWL-886.25 HWL-892.50 00.00 00.00 98.80 98.80 98.80 98.80 1.7% 97.5398.80 98.80 98.80 98.80 98.80 98.80 98.30 97.46 97.14 98.45 99.33 98.30 96.75 97.26 2.0% 1.5%1.0%99.18 99.46 1.0%1.0%1.5% 1.5% 1 . 2%89789 9897 898 95.00 890 884 88693.40 93.00 93.23 95.00 96.76 97.12 95.00 95.00 93.66 93.862.0% 94.32 93.50 EOF93.11 94.44 4.0% 93.5092.88 93.16 93.04 95.0095.00 89.75 EOF 97.00 1 . 0% 93.33 1.2%89 3 89 4   1.2%1.0%0.9% 98.64 98.32 85.50 85.50 85.50 85.50 85.50 85.50 85.50 85.50 85.50 85.50 85.50 85.50 85.50 85.50 86.00 86.00 85.50 85.5086.25 86.9086.90 86.25 86.25 86.3086.30 86.3086.30 86.3086.30 85.50 85.50 85.50 85.50 85.50 95.00 96.51 90.90 EOF 92.11 93.57 93.05 TW=92.00BW=92.00 TW=93.08BW=91.61 TW=94.74BW=91.00 TW=93.37BW=91.00 TW=92.85BW=90.75 2.1% 3.9% 94.00 95.00 94.28 4.9% TW=91.30BW=90.75 89088688788888989188588188288388489088688788888989191.5092.56 93.56 91.43 2. 5 % 95.00 97.32 97.12 POND WP NWL-899.75 HWL-901.09 86.25 EOF905891891 892 8898938938 9 8 93.39 93.23 94.80 94.42 92.18 92.02 92.22 92.06 93.27 93.11 94.19 94.35 2.0% 4.8% 2.0% 2.0% 2.0% 2.0% 01.00± EX. 04.34± EX.1.5%1.5%01.40 EOF 2 . 0%2.0%1.9%1.9%1.9% 98.001.7%0.8%98.23 893893893893892892893894895896897898893894 896 896 895 897896895894 895 892 893 894 896 897 898 893 93.90 93.90 93.80 EOF  POND 2P NWL-891.00 HWL-893.68 BASIN 1P NWL-DRY HWL-895.82 86.25 EOF 86.25 EOF WETLAND NWL-886.00 HWL-892.36 96.06 NWL-885.75 HWL-892.78 85.50 85.50 95.90 EOF 96.2096.20 95.90 EOF 89.75 EOF 90.90 EOF 86.25 EOF 01.40 EOF 86.25 EOF 86.25 EOF 93.80 94.78± EX. 95.00 1 . 0% 95.53± EX. 95.22± EX. 95.52 1 . 0%1.3% 1 . 5% 1 . 0% 94.41 94.82 94.82 94.74 94.72 95.30 94.36 94.29 95.00 95.00 94.05 93.98 94.52 95.00 94.78 95.7195.66 95.82 95.26 94.82 95.62 93.47 93.80 93.87 2 . 8% 94.7194.43 2.8% 93.71 93.53 93.85 93.34 94.27 94.50 94.45 94.34 94.28 94.23 94.07 93.19 93.25 93.93 93.85 92.96 93.1592.91 93.14 92.66 94.07 95.00 95.00 94.42 97.12 98.86 99.02 99.15 99.48 99.55 99.0999.06 98.7898.63 99.76 99.02 97.1496.88 96.9797.71 95.17 95.06 92.96 92.96 93.06 92.96 92.76 92.5092.87 93.15 92.62 96.56 1 . 5% 94.36   1.0%1.0% 95.12 3 . 0% 2 . 4% 1 . 9%2.0% 94.64 0.8% 93.58 93.67 93.30 EOF 92.86 1 . 5% 93.50 EOF 93.50 EOF 1.0%1.4%3.0%5.0%1.0% 1.1% 1 . 4% 2 . 0%5.0% 2.0% 4.5% 4.5% 94.90 94.47 94.51 94.18 94.13 3.0 % 93.01 2 . 1%1.2%2.0% 1.0% 0.5% 2.0% 94.291.0%2.2% 93.45 94.37 2.0% 1 . 5% 94.81 95.41 95.611.5% 95.45 94.78 94.99 94.76 94.52 96.87 95.91 96.47 95.94 96.50 97.21 97.05 1.0%0 . 4% 96.67 90 3 TC 99.15 04.10 04.10 00.75 01.13 TC 00.00 6.6%7.0% 00.61 1.0%00.01 93.8593.79 93.70 93.93 94.42 94.3294.44 94.88 94.9895.052.5% 99.26 TC 98.49 93.80 0. 5% 97.23 1.0%94.57 94.57 94.45 97.75 97.91 98.10 97.95 1.0% 0 . 5%0.9% 95.70± EX. 95.47± EX. 95.10± EX. 95.29± EX. 4. 9 % 94.86 95.01 91.5091.35 92.90 93.02 92.934.5%898899903 901903 901898 8988 9 7 897898 89 8 898896894892896 89989 9 89689 4 894894893 893 8 9 4 8 9 4 8948 9 689889789 6 89589 6 8968958 9 5 893892895894887 8868858868 8 78868 8 7 885885892 886887889887889881 881 894892898897898 01.80 01.80 00.90 00.50 00.90 ROCK CONSTRUCTION ENTRANCE SEE DETAIL 20/C8-2 ROCK CONSTRUCTION ENTRANCE SEE DETAIL 20/C8-2 INLET PROTECTION TYP. -SEE DETAIL 54/C8-5 PERIMETER SILT FENCE SEE DETAIL 19/C8-2 PERIMETER SILT FENCE SEE DETAIL 19/C8-2 PERIMETER SILT FENCE SEE DETAIL 19/C8-2 PERIMETER SILT FENCE SEE DETAIL 19/C8-2 PERIMETER SILT FENCE SEE DETAIL 19/C8-2 PERIMETER SILT FENCE SEE DETAIL 19/C8-2 PERIMETER SILT FENCE SEE DETAIL 19/C8-2 INLET PROTECTION TYP. -SEE DETAIL 54/C8-5 INLET PROTECTION TYP. -SEE DETAIL 54/C8-5 INLET PROTECTION TYP. -SEE DETAIL 54/C8-5 INLET PROTECTION TYP. -SEE DETAIL 54/C8-5 INLET PROTECTION TYP. -SEE DETAIL 54/C8-5 POST CONSTRUCTION SILT FENCE SEE DETAIL 19/C8-2 ROCK CONSTRUCTION ENTRANCE SEE DETAIL 20/C8-2 EROSION CONTROL BLANKET SEE DETAIL 56/C8-5 EROSION CONTROL BLANKET SEE DETAIL 56/C8-5 EROSION CONTROL BLANKET SEE DETAIL 56/C8-5 ADD BIO-ROLL TO RAIN GUARDIANS SEE DETAIL 52/C8-4 PLACE TEMPORARY BIO-ROLLS SURROUNDING STREET CUT-OUT - REMOVE AFTER STABILIZATION SEE DETAIL 53/C8-4 BIO-ROLLS - TYP. SEE DETAIL 53/C8-4 BIO-ROLLS - TYP. SEE DETAIL 53/C8-4 BIO-ROLLS - TYP. SEE DETAIL 53/C8-4 30 60 120 74 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC3-6 SWPPP NOTESSITE VICINITY MAP N APPROXIMATE LOCATION OF PROJECT SITE * CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP REVISION 2 - JUNE 19, 2020RECEIVING WATERS NAME OF WATER BODY TYPE OF WATER BODY SPECIAL WATER IMAIRED WATER TYPE OF SPECIAL WATER NORTHWOOD LAKE NO YES PEM1CD WETLAND NO NO PFO1A WETLAND NO NO BASSETT CREEK NO YES ESTIMATED QUANTITIES DESCRIPTION UNIT TEMPORARY ROCK CONSTRUCTION ENTRANCE EA SILT FENCE LF INLET PROTECTION EA QUANTITY 3 10,400 29 EROSION CONTROL BLANKET SF 78,800 BIO-ROLLS LF 370 1.THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING THREE APARTMENT BUILDINGS, A PARKING STRUCTURE, SURFACE PAVEMENTS, AND UTILITIES. IT IS INTENDED FOR THIS PROJECT TO BE CONSTRUCTED IN ONE PHASE - INCLUDING ALL SITE WORK, APARTMENT BUILDINGS, AND PARK AND RIDE CONSTRUCTION. RETAIL SITE WILL BE CONSTRUCTED TO PAD READY, BUT RETAIL BUILDINGS WILL NOT BE CONSTRUCTED. 2. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 2.1. INSTALL VEHICLE TRACKING BMP 2.2. INSTALL SILT FENCE AROUND SITE 2.3. CLEAR AND GRUB SITE 2.4. STRIP AND STOCKPILE TOPSOIL 2.5. REMOVE PAVEMENTS AND UTILITIES 2.6. CONSTRUCT STORMWATER MANAGEMENT SYSTEM - TO RECEIVE WATER AS TEMPORARY BMP DURING CONSTRUCTION, IF NECESSARY 2.7. ROUGH GRADE SITE 2.8. IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE 2.9. INSTALL UTILITIES 2.10. INSTALL BUILDING FOUNDATIONS 2.11. INSTALL CURB AND GUTTER 2.12. INSTALL PAVEMENTS AND WALKS 2.13. FINAL GRADE SITE 2.14. REMOVE ACCUMULATED SEDIMENT FROM STORMWATER SYSTEMS 2.15. INSTALL EROSION CONTROL BLANKET IN ANY SEEDED PORTION OF STORMWATER SYSTEMS 2.16. INSTALL POST CONSTRUCTION SILT FENCE AROUND STORMWATER SYSTEMS 2.17. SEED AND MULCH 2.18. INSTALL BIO-ROLLS OR SILT FENCE AT BACK OF CURB OR PAVEMENT, AS NECESSARY THROUGH CONSTRUCTION PROCESS 2.19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL 3. SITE DATA: AREA OF DISTURBANCE:±15.95 AC PRE-CONSTRUCTION IMPERVIOUS AREA: ±11.93 AC POST-CONSTRUCTION IMPERVIOUS AREA: ±9.86 AC GENERAL SOIL TYPE: SEE GEOTECHNICAL EVALUATION REPORT EXPECTED RAINFALL: SEE STORMWATER MANAGEMENT PLAN FOR FREQUENCY, INTENSITY, AND DURATION OF PRECIPITATION 4. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 5. NO DRAINAGE AREA TO BE MORE THAN FIVE (5) ACRES OF RUNOFF CAUSING THE NEED FOR A TEMPORARY SEDIMENT BASIN. 6. THE LOCATION OF INFILTRATION SYSTEMS SHALL BE CLEARLY MARKED ON SITE AND COMPACTION OF UNDERLYING SOILS SHALL BE AVOIDED. HEAVY EQUIPMENT, CONSTRUCTION TRAFFIC, CONSTRUCTION STAGING, AND ANY OTHER ACTIVITY RESULTING IN COMPACTION SHALL BE KEPT OUT OF THE INFILTRATION PRACTICE. HEAVY EQUIPMENT SHALL NOT BE USED TO EXCAVATE INFILTRATION SYSTEMS UNLESS WORK IS COMPLETED FROM OUTSIDE OF THE INFILTRATION PRACTICE. 7. ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) 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. A. ALL TEMPORARY OR PERMANENT MULCH MUST BE UNIFORMLY APPLIED BY MECHANICAL OR HYDRAULIC MEANS AND STABILIZED BY DISC-ANCHORING OR THE USE OF HYDRAULIC SOIL STABILIZERS. 8. RECEIVING WATERS: SURFACE WATERS DRAIN TO THE EXISTING STORM SEWER ALONG LANCASTER LANE NORTH AND TO THE WETLAND AROUND THE SITE, BOTH ARE ASSUMED TO FLOW SOUTHEAST TO NORTHWOOD LAKE. THIS LAKE HAS AN EPA APPROVED IMPAIRMENT FOR NUTRIENTS. C1. DURING CONSTRUCTION: ·STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY STABILIZATION SHOULD FOLLOW MNDOT SPECIFICATION 2573 & BE 2/3 PERENNIAL GRASSES IF THE COVER IS TO REMAIN BEYOND THE PRESENT GROWING SEASON. ·TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN PART III.C. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME. (IF PRESENT) C2. POST CONSTRUCTION: THE WATER QUALITY VOLUME THAT MUST BE RETAINED ON SITE BY THE PROJECT’S PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN PART III.D. SHALL BE ONE AND ONE TENTH (1.1) INCH OF RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT. SEE PART III.D.1. FOR MORE INFORMATION ON INFILTRATION DESIGN, PROHIBITIONS AND APPROPRIATE SITE CONDITIONS. C3. BUFFER ZONE: THE PERMITTEE(S) SHALL INCLUDE AN UNDISTURBED BUFFER ZONE OF NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER (NOT INCLUDING TRIBUTARIES) AND THIS BUFFER ZONE SHALL BE MAINTAINED AT ALL TIMES, BOTH DURING CONSTRUCTION AND AS A PERMANENT FEATURE POST CONSTRUCTION, EXCEPT WHERE A WATER CROSSING OR OTHER ENCROACHMENT IS NECESSARY TO COMPLETE THE PROJECT. THE PERMITTEE(S) MUST FULLY DOCUMENT THE CIRCUMSTANCE AND REASONS THAT THE BUFFER ENCROACHMENT IS NECESSARY IN THE SWPPP AND INCLUDE RESTORATION ACTIVITIES. REPLACEMENT OF EXISTING IMPERVIOUS SURFACE WITHIN THE BUFFER IS ALLOWED UNDER THIS PERMIT. ALL POTENTIAL WATER QUALITY, SCENIC AND OTHER ENVIRONMENTAL IMPACTS OF THESE EXCEPTIONS MUST BE MINIMIZED BY THE USE OF ADDITIONAL OR REDUNDANT BMPS AND DOCUMENTED IN THE SWPPP FOR THE PROJECT. (IF PRESENT) 9. ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. 10. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 11. 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 EXEMPT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 12. SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 13. SOLID WASTES MUST BE STORED, COLLECTED AND DISPOSED OF PROPERLY PER MPCA STANDARDS. 14. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE PROPERLY CONTAINED. 15. CONTRACTOR IS RESPONSIBLE FOR DEVELOPING A DEWATERING PLAN, AS NECESSARY, AS AN AMENDMENT TO THIS SWPPP. 16. NO ENGINE DEGREASING IS ALLOWED ON SITE. 17. THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE FOR PARTS II.B., PART II.C, PART II.B-F, PART V, PART IV AND APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN APPENDIX A, PART C. OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. 18.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 ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: C. FINAL STABILIZATION, PER NPDES PERMIT PART IV.G. HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. D. TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. 19. 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. PERMITTEE MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES D. STABILIZED AREAS: ONCE EVERY 30 DAYS E. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. F. 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. 20. MINIMUM MAINTENANCE A. SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS B. SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF DISCOVERY. C. SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN DAYS D. CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 HOURS. E. PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER THAN 12" IN 24 HOURS 21. 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. 22. 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. 23. 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. 24. CONCRETE WASHOUT AREA A. CONTRACTOR TO PROVIDE PREFABRICATED CONCRETE WASH-OUT CONTAINER WITH RAIN PROTECTION PER PLAN. B. CONCRETE WASH-OUT TO BE IDENTIFIED WITH SIGNAGE STATING "CONCRETE WASHOUT AREA DO NOT OVERFILL". C. CONCRETE WASHOUT WATER NEEDS TO BE PUMPED WITHIN 24 HOURS OF STANDING WATER IN WASHOUT AREA. 25. POLLUTION PREVENTION AND OTHER BMPS A. PESTICIDES HERBICIDES, FERTILIZERS, TREATMENT CHEMICALS, ETC MUST BE UNDER COVER. B. HAZARDOUS MATERIALS (OIL, GAS, PAINT, ETC) MUST BE PROPERLY STORED IN SEALED CONTAINERS AND MEET STATE SECONDARY CONTAINMENT REQUIREMENTS. C. PORTABLE TOILETS MUST BE SECURED. D. ADEQUATE SPILL RESPONSE KIT AD DISPOSAL PLAN ON-SITE. SPILLS MUST BE CLEANED UP IMMEDIATELY. E. ALL MPCA LIQUID AND SOLID WASTE (CONCRETE, STUCCO, PAINT, CURES, ETC) WASHOUT REQUIREMENTS MUST BE MET ON SITE. 26. IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 27. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 28. FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER (CONSISTING OF SOD, A SUITABLE GRASS-SEED MIXTURE, OR COMBINATION OF BOTH) 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. 29. 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: __________________________________ 30. THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS-BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. SWPPP NOTES BIO-ROLL OR ROCK LOG NOTES: 1. PLACE BOTTOM EDGE OF WIRE FENCE INTO 6 IN DEEP TRENCH. 2. POSTS SHALL BE: ·6 FT MAX. SPACING. ·STANDARD STEEL T-TYPE POSTS. ·5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE GROUND. 3. ATTACH WIRE FENCE TO STEEL POSTS WITH NO. 9 GA. ALUMINUM WIRE OR NO. 9 GALVANIZED STEEL PRE-FORMED CLIPS. 4. ATTACH FABRIC TO WIRE FENCING WITH WIRE OR ZIP TIES. A MIN. OF 3 ZIP TIES PER POST. EXTEND BOTTOM OF FABRIC INTO TRENCH. 5. BACKFILL TRENCH & COMPACT. 6. STRAW, WOOD CHIP, COMPOST OR ROCK LOGS PER MNDOT SPECS 3890, 3897. DRAWN 11/2016 LOUCKS PLATE NO. 3002LOUCKS 2'' X 2'' X 18'' LONG WOODEN STAKES AT 2'-0'' SPACING. DRIVE THROUGH NETTING, NOT PENETRATING FIBER LOG. STRAW OR WOOD FIBER 9" OR 12'' DIA. SEDIMENT LOG ROLL ENCLOSED IN POLYPROPYLENE NETTING FL O W TRENCH IF LOOSE SOILS FLOW ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL. SECURED WITH 50 PSI. ZIP TIE 1 NOTES: SEE SPECS. 2573, 3137, 3890 & 3897. MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 1. GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMETER. SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC. 3137 TABLE 3137-1; CA-3 GRADATION. CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP INLET PROTECTION - FILTER BAG INSERT 3 FRONT, BACK, AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS (CAN BE INSTALLED IN ANY INLET TYPE WITH OR WITHOUT A CURB BOX) 8" 12" 4" 2" 2 4 FILTER BAG INSERT 1 OVERFLOW HOLES (2" X 4" HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS) 1/2 W D W 1/ 2 D INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH FLAP POCKET 4 NOTES: SEE SPECS. 2573, 3137, 3886 & 3891. MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 1. ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, MEETING SPEC. 3886. 2. FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF 10 INCHES AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. 3. INSTALLATION NOTES: 3.1. DO NOT INSTALL FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES, MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. 3.2. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES. 3.3. WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3 INCH SIDE CLEARANCE. 4. FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH OR USE A ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS. DRAWN 2/2016 LOUCKS PLATE NO. 3015LOUCKS EROSION CONTROL BLANKET 6" 6" 1' TO 3'ANCHOR TRENCH 1. DIG 6"X6" TRENCH 2. LAY BLANKETS IN TRENCH 3. STAPLE AT 1.5' INTERVALS 4. BACKFILL WITH NATURAL SOIL AND COMPACT. 5. BLANKET LENGTH SHALL NOT EXCEED 100' WITHOUT AN ANCHOR TRENCH NOTE: SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALL HAVE GOOD SOIL CONTACT. ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS. OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6" STAPLE PATTERN/DENSITY SHALL FOLLOW MANUFACTURERS SPECIFICATIONS. DI R E C T I O N O F SU R F A C E F L O W STAGGER JOINTS DRAWN 2/2016 LOUCKS PLATE NO. 3016LOUCKS 75 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTREVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 2020C3-7 FLOOR PLAIN STORAGE PLANPARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING DIRECTION OF FLOW 1.0% 972.5 FLOODPLAIN FREEBOARD NOTE 100-YEAR FLOODPLAIN ELEVATION (FROM BCWMC) = 893.10 (NAVD 88) = 892.90 (NAVD 29) FREEBOARD REQUIREMENT (PER BCWMC REQ. 5.1) = 2.0' MINIMUM ALLOWED BUILDING FLOOR ELEVATION = 895.10 (NAVD 88) = 894.90 (NAVD 29) *ALL ELEVATIONS ON PLANS ARE SHOWN USING NAVD 29 PROPOSED FLOOD STORAGE VOLUME BELOW 892.90 (& ABOVE NWLS) = 41,655 CY EXISTING FLOOD STORAGE VOLUME BELOW 892.90 = 35,143 CY Gopher State One Call 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. BLDG A APARTMENT FFE=906.08 GFE=895.00 BLDG B APARTMENT FFE=906.08 GFE=895.00 BLDG C APARTMENT FFE=906.08 GFE=895.00 PARK AND RIDE FFE=898.36 RETAIL #1 FFE=900.00 RETAIL #2 FFE=898.80 RETAIL #3 FFE=898.80 RETAIL #4 FFE=898.80 POND NP NWL-886.00 HWL-892.50 FOREBAY NWL-886.25 HWL-892.50 POND WP NWL-899.75 HWL-901.09 POND 2P NWL-891.00 HWL-893.68 BASIN 1P NWL-DRY HWL-895.82 WETLAND NWL-886.00 HWL-892.36 NWL-885.75 HWL-892.78 SCALE IN FEET 0 100 200 N 76 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC4-1 OVERALL SANITARY & WATERMAIN PLANEXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL WARNING: AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND Gopher State One Call REVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 2020PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING DIRECTION OF FLOW 1.0% 972.5 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), LATEST 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. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY ENGINEERING INSPECTOR TONY MOENING (612-490-4874) 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 BETWEEN WATERMAIN AND ALL OTHER UTILITIES UNLESS OTHERWISE NOTED. 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. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE SCH. 40 PVC. 9. 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, CHAPTER 4714. 10. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, CHAPTER 4714). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 11. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, CHAPTER 4714: 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. 12. HYDRANT USE: CONTRACTOR IS NOT PERMITTED TO USE HYDRANTS. ALSO APPLIES TO SUBCONTRACTORS. 13. THE CONTRACTOR SHALL CONTACT THE CITY ENGINEERING INSPECTOR TONY MOENING (612-490-4874) AND GIVE AT LEAST 48 HOURS NOTICE TO HAVE WATER SHUT OFF. THE CITY INSPECTOR SHALL COORDINATE AND OPERATE ALL VALVES AND FILL ALL WATER MAINS (PUBLIC AND PRIVATE). CONTRACTOR SHALL NOTIFY IN WRITING, ALL AFFECTED CUSTOMERS AT LEAST 24 HOURS IN ADVANCE BEFORE SHUT OFF; ATTACH DOOR, ET., NOT IN MAILBOXES. 14. TEMPORARY SERVICE: THE CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE IF SERVICE CANNOT BE RESTORED SAME DAY. IF USING HYDRANT FOR TEMPORARY SERVICE, NOTIFY PUBLIC UTILITIES DEPARTMENT AND USE ONLY PRE-APPROVED HYDRANT AND SUPPLIED HYDRO METER WITH BACK FLOW. THE CONTRACTOR'S TEMPORARY MAIN SHALL BE DISINFECTED, FLUSHED AND BACTERIOLOGICAL ANALYSIS SHOWN NEGATIVE PRIOR TO PUTTING THE TEMPORARY SYSTEM IN SERVICE. THE TEMPORARY WATER SYSTEM SHALL BE IN PLACE PRIOR TO THE PUBLIC UTILITIES DEPARTMENT SHUTTING OFF ANY WATER MAINS. 15. SANITARY SEWER MATERIAL: PVC SDR 26 16. WATERMAIN MATERIAL: 8" PVC C900 BLDG A APARTMENT FFE=906.08 GFE=895.00 BLDG B APARTMENT FFE=906.08 GFE=895.00 BLDG C APARTMENT FFE=906.08 GFE=895.00 PARK AND RIDE FFE=898.36 RETAIL #1 FFE=900.00 RETAIL #2 FFE=898.80 RETAIL #3 FFE=898.80 RETAIL #4 FFE=898.80    POND NP NWL-886.00 HWL-892.50 FOREBAY NWL-886.25 HWL-892.50 POND WP NWL-899.75 HWL-901.09  POND 2P NWL-891.00 HWL-893.68 BASIN 1P NWL-DRY HWL-895.82 WETLAND NWL-886.00 HWL-892.36 NWL-885.75 HWL-892.78   5 3 4 87 2 6 1 30 60 120 77 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC4-2 NORTH SANITARY & WATERMAIN PLANEXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL WARNING: AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND Gopher State One Call REVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 2020UTILITY 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), LATEST 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. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY ENGINEERING INSPECTOR TONY MOENING (612-490-4874) 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 BETWEEN WATERMAIN AND ALL OTHER UTILITIES UNLESS OTHERWISE NOTED. 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. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE SCH. 40 PVC. 9. 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, CHAPTER 4714. 10. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, CHAPTER 4714). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 11. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, CHAPTER 4714: 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. 12. HYDRANT USE: CONTRACTOR IS NOT PERMITTED TO USE HYDRANTS. ALSO APPLIES TO SUBCONTRACTORS. 13. THE CONTRACTOR SHALL CONTACT THE CITY ENGINEERING INSPECTOR TONY MOENING (612-490-4874) AND GIVE AT LEAST 48 HOURS NOTICE TO HAVE WATER SHUT OFF. THE CITY INSPECTOR SHALL COORDINATE AND OPERATE ALL VALVES AND FILL ALL WATER MAINS (PUBLIC AND PRIVATE). CONTRACTOR SHALL NOTIFY IN WRITING, ALL AFFECTED CUSTOMERS AT LEAST 24 HOURS IN ADVANCE BEFORE SHUT OFF; ATTACH DOOR, ET., NOT IN MAILBOXES. 14. TEMPORARY SERVICE: THE CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE IF SERVICE CANNOT BE RESTORED SAME DAY. IF USING HYDRANT FOR TEMPORARY SERVICE, NOTIFY PUBLIC UTILITIES DEPARTMENT AND USE ONLY PRE-APPROVED HYDRANT AND SUPPLIED HYDRO METER WITH BACK FLOW. THE CONTRACTOR'S TEMPORARY MAIN SHALL BE DISINFECTED, FLUSHED AND BACTERIOLOGICAL ANALYSIS SHOWN NEGATIVE PRIOR TO PUTTING THE TEMPORARY SYSTEM IN SERVICE. THE TEMPORARY WATER SYSTEM SHALL BE IN PLACE PRIOR TO THE PUBLIC UTILITIES DEPARTMENT SHUTTING OFF ANY WATER MAINS. 15. SANITARY SEWER MATERIAL: PVC SDR 26 16. WATERMAIN MATERIAL: 8" PVC C900 PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING DIRECTION OF FLOW 1.0% 972.5 BLDG A APARTMENT FFE=906.08 GFE=895.00 PARK AND RIDE FFE=898.36 RETAIL #1 FFE=900.00 RETAIL #2 FFE=898.80 RETAIL #3 FFE=898.80 RETAIL #4 FFE=898.80    POND WP NWL-899.75 HWL-901.09   POND 2P NWL-891.00 HWL-893.68 BASIN 1P NWL-DRY HWL-895.82      SAN SMH 7 RIM= 898.25 INV(E)= 884.51 INV(W)= 884.51 INV(S)=884.41 SAN SMH 8 RIM= 897.84 INV(E)= 886.97 INV(NW)= 886.97 INV(NE)= 886.97 INV(W)=886.87 143 LF 6" SANITARY @ 2.00% 236 LF 8" SANITARY @ 1.00% 141 LF 8" SANITARY @ 1.00% CONNECT TO EX. 8" WM W/ 8" 11.25° BEND 8"X6" TEE, GV, & HYDRANT 6" GV & HYDRANT 97 LF 8" WM 8"x6" TEE & PIV 52 LF - 6" FIRE PROTECTION WATER SERVICE (VERIFY LOCATION & INV. W/ MECHANICAL) 8"x6" TEE & GV 52 LF - 6" DOMESTIC WATER SERVICE (VERIFY LOCATION & INV. W/ MECHANICAL) 8"x6" TEE & PIV 41 LF - 6" FIRE PROTECTION WATER SERVICE (VERIFY LOCATION & INV. W/ MECHANICAL) 8"x6" TEE & GV 41 LF - 6" DOMESTIC WATER SERVICE (VERIFY LOCATION & INV. W/ MECHANICAL) 8"x6" TEE & PIV 52 LF - 6" FIRE PROTECTION WATER SERVICE (VERIFY LOCATION & INV. W/ MECHANICAL) 8"x6" TEE & GV 52 LF - 6" DOMESTIC WATER SERVICE (VERIFY LOCATION & INV. W/ MECHANICAL)TWO (2) 8" 45° BENDS, 8"x6" REDUCER, & PIV 21 LF - 6" FIRE PROTECTION WATER SERVICE (VERIFY LOCATION & INV. W/ MECHANICAL) 8"x6" TEE & GV 21 LF - 6" DOMESTIC WATER SERVICE (VERIFY LOCATION & INV. W/ MECHANICAL) 6" SANITARY SEWER SERVICE INV=884.25 (VERIFY LOCATION & INV. W/ MECHANICAL) 6" SANITARY SEWER SERVICE INV=884.94 (VERIFY LOCATION & INV. W/ MECHANICAL) 6" SANITARY SEWER SERVICE INV=887.90 (VERIFY LOCATION & INV. W/ MECHANICAL) 6" SANITARY SEWER SERVICE INV=887.78 (VERIFY LOCATION & INV. W/ MECHANICAL) 6" SANITARY SEWER SERVICE INV=889.83 (VERIFY LOCATION & INV. W/ MECHANICAL) 8"x6" TEE & GV 9 LF - 6" WATER SERVICE (VERIFY LOCATION & INV. W/ MECHANICAL) 62 LF 6" SANITARY @ 2.00% 22 LF 6" SANITARY @ 2.00% 46 LF 6" SANITARY @ 2.00% 41 LF 6" SANITARY @ 2.00% 8"X6" TEE, GV, & HYDRANT CONNECT TO EXISTING 8" SANITARY PVC 14 LF 8" SANITARY @ 1.00% SAN SMH 6 RIM= 897.10 INV(N)= 883.00 INV(SE)= 883.00 INV(W)=882.80 8" GV 45° 8" BEND 34 LF 8" WM 45° 8" BEND 38 LF 8" WM 8"X8" TEE 64 LF 8" WM 304 LF 8" WM 45° 8" BEND 14 LF 8" WM 177 LF 8" WM 45° 8" BEND 8" GV 22.5° 6" BEND 8"X6" TEE 21 LF 6" WM 56 LF 6" WM U 1. 2. 3. 4. 5. 6. 7. 8. 9. 10 11 12 13 14 15 16 0 20 40 80 78 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC4-3 SOUTH SANITARY & WATERMAIN PLANREVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 2020UTILITY 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), LATEST 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. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY ENGINEERING INSPECTOR TONY MOENING (612-490-4874) 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 BETWEEN WATERMAIN AND ALL OTHER UTILITIES UNLESS OTHERWISE NOTED. 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. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE SCH. 40 PVC. 9. 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, CHAPTER 4714. 10. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, CHAPTER 4714). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 11. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, CHAPTER 4714: 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. 12. HYDRANT USE: CONTRACTOR IS NOT PERMITTED TO USE HYDRANTS. ALSO APPLIES TO SUBCONTRACTORS. 13. THE CONTRACTOR SHALL CONTACT THE CITY ENGINEERING INSPECTOR TONY MOENING (612-490-4874) AND GIVE AT LEAST 48 HOURS NOTICE TO HAVE WATER SHUT OFF. THE CITY INSPECTOR SHALL COORDINATE AND OPERATE ALL VALVES AND FILL ALL WATER MAINS (PUBLIC AND PRIVATE). CONTRACTOR SHALL NOTIFY IN WRITING, ALL AFFECTED CUSTOMERS AT LEAST 24 HOURS IN ADVANCE BEFORE SHUT OFF; ATTACH DOOR, ET., NOT IN MAILBOXES. 14. TEMPORARY SERVICE: THE CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE IF SERVICE CANNOT BE RESTORED SAME DAY. IF USING HYDRANT FOR TEMPORARY SERVICE, NOTIFY PUBLIC UTILITIES DEPARTMENT AND USE ONLY PRE-APPROVED HYDRANT AND SUPPLIED HYDRO METER WITH BACK FLOW. THE CONTRACTOR'S TEMPORARY MAIN SHALL BE DISINFECTED, FLUSHED AND BACTERIOLOGICAL ANALYSIS SHOWN NEGATIVE PRIOR TO PUTTING THE TEMPORARY SYSTEM IN SERVICE. THE TEMPORARY WATER SYSTEM SHALL BE IN PLACE PRIOR TO THE PUBLIC UTILITIES DEPARTMENT SHUTTING OFF ANY WATER MAINS. 15. SANITARY SEWER MATERIAL: PVC SDR 26 16. WATERMAIN MATERIAL: 8" PVC C900 PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING DIRECTION OF FLOW 1.0% 972.5 BLDG A APARTMENT FFE=906.08 GFE=895.00 BLDG B APARTMENT FFE=906.08 GFE=895.00 BLDG C APARTMENT FFE=906.08 GFE=895.00 PARK AND RIDE FFE=898.36 RETAIL #4 FFE=898.80       POND NP NWL-886.00 HWL-892.50 FOREBAY NWL-886.25 HWL-892.50  POND 2P NWL-891.00 HWL-893.68      CONNECT TO EX. 8" WM W/ 8" 45° BEND SAN SMH 3 RIM= 894.05 INV(NE)= 881.32 INV(SE)= 881.32 INV(SW)=881.22 SAN SMH 4 RIM= 893.10 INV(NW)= 882.24 INV(E)= 882.24 INV(SW)=882.14 SAN SMH 5 RIM= 894.12 INV(NE)= 883.90 INV(SW)= 883.90 INV(SE)=883.80 SAN SMH 2 RIM= 895.51 INV(NE)= 878.94 INV(NW)= 878.94 INV(SE)=898.84 82 LF 8" SANITARY @ 1.00% 156 LF 8" SANITARY @ 1.00% 228 LF 8" SANITARY @ 1.00% 118 LF 8" SANITARY @ 1.84% 8"x6" TEE & PIV 131 LF - 6" FIRE PROTECTION WATER SERVICE (VERIFY LOCATION & INV. W/ MECHANICAL) 8"x6" TEE & GV 128 LF - 6" DOMESTIC WATER SERVICE (VERIFY LOCATION & INV. W/ MECHANICAL) 231 LF 6" WM 8"X6" WM REDUCER 6" GV & HYDRANT 8"X6" TEE, GV, & HYDRANT 352 LF 8" WM 214 LF 8" WM 8"x6" TEE & PIV 24 LF - 6" FIRE PROTECTION WATER SERVICE (VERIFY LOCATION & INV. W/ MECHANICAL) 8"x6" TEE & GV 24 LF - 6" DOMESTIC WATER SERVICE (VERIFY LOCATION & INV. W/ MECHANICAL) 8"x6" TEE & PIV 46 LF - 6" FIRE PROTECTION WATER SERVICE (VERIFY LOCATION & INV. W/ MECHANICAL) 8"x6" TEE & GV 46 LF - 6" DOMESTIC WATER SERVICE (VERIFY LOCATION & INV. W/ MECHANICAL) 6" SANITARY SEWER SERVICE INV=884.51 (VERIFY LOCATION & INV. W/ MECHANICAL) 6" SANITARY SEWER SERVICE INV=884.53 (VERIFY LOCATION & INV. W/ MECHANICAL) 6" SANITARY SEWER SERVICE INV=883.61 (VERIFY LOCATION & INV. W/ MECHANICAL) 30 LF 6" SANITARY @ 2.00% 31 LF 6" SANITARY @ 2.00% 119 LF 6" SANITARY @ 1.93% CORE DRILL CONNECTION TO EX. SAN. MH. @ INV=877.60 162 LF 6" SANITARY @ 2.00% 6" SANITARY SEWER SERVICE INV=885.47 (VERIFY LOCATION & INV. W/ MECHANICAL) 49 LF 6" SANITARY @ 2.00% 70 LF 6" SANITARY @ 2.00% 6" SANITARY SEWER SERVICE INV=881.27 (VERIFY LOCATION & INV. W/ MECHANICAL) 6" SANITARY SEWER SERVICE INV=879.92 (VERIFY LOCATION & INV. W/ MECHANICAL) 8" GV 8"X8" TEE 45° 6" BEND 14 LF 6" WM 51 LF 6" WM 43F 8" WM 45° 8" BEND 8" GV SAN SMH 1 RIM= 894.63 INV(SE)= 879.86 INV(NW)= 879.86 INV(SW)=879.76 47 LF 8" SANITARY @ 40.43% EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL WARNING: AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND Gopher State One Call 0 20 40 80 79 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC4-4 OVERALL STORM SEWER PLANEXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL WARNING: AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND Gopher State One Call REVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 2020PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING DIRECTION OF FLOW 1.0% 972.5 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), LATEST 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. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY ENGINEERING INSPECTOR TONY MOENING (612-490-4874) 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 BETWEEN WATERMAIN AND ALL OTHER UTILITIES UNLESS OTHERWISE NOTED. 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. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE SCH. 40 PVC. 9. 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, CHAPTER 4714. 10. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, CHAPTER 4714). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 11. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, CHAPTER 4714: 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. 12. HYDRANT USE: CONTRACTOR IS NOT PERMITTED TO USE HYDRANTS. ALSO APPLIES TO SUBCONTRACTORS. 13. THE CONTRACTOR SHALL CONTACT THE CITY ENGINEERING INSPECTOR TONY MOENING (612-490-4874) AND GIVE AT LEAST 48 HOURS NOTICE TO HAVE WATER SHUT OFF. THE CITY INSPECTOR SHALL COORDINATE AND OPERATE ALL VALVES AND FILL ALL WATER MAINS (PUBLIC AND PRIVATE). CONTRACTOR SHALL NOTIFY IN WRITING, ALL AFFECTED CUSTOMERS AT LEAST 24 HOURS IN ADVANCE BEFORE SHUT OFF; ATTACH DOOR, ET., NOT IN MAILBOXES. 14. TEMPORARY SERVICE: THE CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE IF SERVICE CANNOT BE RESTORED SAME DAY. IF USING HYDRANT FOR TEMPORARY SERVICE, NOTIFY PUBLIC UTILITIES DEPARTMENT AND USE ONLY PRE-APPROVED HYDRANT AND SUPPLIED HYDRO METER WITH BACK FLOW. THE CONTRACTOR'S TEMPORARY MAIN SHALL BE DISINFECTED, FLUSHED AND BACTERIOLOGICAL ANALYSIS SHOWN NEGATIVE PRIOR TO PUTTING THE TEMPORARY SYSTEM IN SERVICE. THE TEMPORARY WATER SYSTEM SHALL BE IN PLACE PRIOR TO THE PUBLIC UTILITIES DEPARTMENT SHUTTING OFF ANY WATER MAINS. 15. STORM SEWER MATERIALS: 12" OR GREATER: HDPE BLDG A APARTMENT FFE=906.08 GFE=895.00 BLDG B APARTMENT FFE=906.08 GFE=895.00 BLDG C APARTMENT FFE=906.08 GFE=895.00 PARK AND RIDE FFE=898.36 RETAIL #1 FFE=900.00 RETAIL #2 FFE=898.80 RETAIL #3 FFE=898.80 RETAIL #4 FFE=898.80    POND NP NWL-886.00 HWL-892.50 FOREBAY NWL-886.25 HWL-892.50   POND WP NWL-899.75 HWL-901.09  POND 2P NWL-891.00 HWL-893.68 BASIN 1P NWL-DRY HWL-895.82 WETLAND NWL-886.00 HWL-892.36 NWL-885.75 HWL-892.78 95.90 EOF 89.75 EOF 90.90 EOF 86.25 EOF 01.40 EOF 86.25 EOF 86.25 EOF 93.80   01.80 01.80 00.90 00.50 00.90 41 43 19 42 31 37 36 35 15A 15B 30 18 22 14 10 17 23 21 20 11 2 5 1 40 34 6 7 33 34 32 50 51 61 62 60 15 16 12 13 NWL-886.25 HWL-892.78 48 30 60 120 80 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC4-5 NORTH STORM SEWER PLANREVISION 2 - JUNE 19, 2020UTILITY 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), LATEST 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. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY ENGINEERING INSPECTOR TONY MOENING (612-490-4874) 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 BETWEEN WATERMAIN AND ALL OTHER UTILITIES UNLESS OTHERWISE NOTED. 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. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE SCH. 40 PVC. 9. 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, CHAPTER 4714. 10. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, CHAPTER 4714). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 11. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, CHAPTER 4714: 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. 12. HYDRANT USE: CONTRACTOR IS NOT PERMITTED TO USE HYDRANTS. ALSO APPLIES TO SUBCONTRACTORS. 13. THE CONTRACTOR SHALL CONTACT THE CITY ENGINEERING INSPECTOR TONY MOENING (612-490-4874) AND GIVE AT LEAST 48 HOURS NOTICE TO HAVE WATER SHUT OFF. THE CITY INSPECTOR SHALL COORDINATE AND OPERATE ALL VALVES AND FILL ALL WATER MAINS (PUBLIC AND PRIVATE). CONTRACTOR SHALL NOTIFY IN WRITING, ALL AFFECTED CUSTOMERS AT LEAST 24 HOURS IN ADVANCE BEFORE SHUT OFF; ATTACH DOOR, ET., NOT IN MAILBOXES. 14. TEMPORARY SERVICE: THE CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE IF SERVICE CANNOT BE RESTORED SAME DAY. IF USING HYDRANT FOR TEMPORARY SERVICE, NOTIFY PUBLIC UTILITIES DEPARTMENT AND USE ONLY PRE-APPROVED HYDRANT AND SUPPLIED HYDRO METER WITH BACK FLOW. THE CONTRACTOR'S TEMPORARY MAIN SHALL BE DISINFECTED, FLUSHED AND BACTERIOLOGICAL ANALYSIS SHOWN NEGATIVE PRIOR TO PUTTING THE TEMPORARY SYSTEM IN SERVICE. THE TEMPORARY WATER SYSTEM SHALL BE IN PLACE PRIOR TO THE PUBLIC UTILITIES DEPARTMENT SHUTTING OFF ANY WATER MAINS. 15. STORM SEWER MATERIALS: 12" OR GREATER: HDPE EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL WARNING: AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND Gopher State One Call PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING DIRECTION OF FLOW 1.0% 972.5 BLDG A APARTMENT FFE=906.08 GFE=895.00 PARK AND RIDE FFE=898.36 RETAIL #1 FFE=900.00 RETAIL #2 FFE=898.80 RETAIL #3 FFE=898.80 RETAIL #4 FFE=898.80    POND WP NWL-899.75 HWL-901.09   POND 2P NWL-891.00 HWL-893.68 BASIN 1P NWL-DRY HWL-895.82 95.90 EOF 01.40 EOF 93.8001.80 01.80 00.90 00.50 00.90 UNDERGROUND FILTRATION SYSTEM 3P TOP=895.75 OUTLET=893.50 SAND INV=893.25 DTILE INV=891.75 HWL=985.14 (SEE DETAIL) RAIN GUARDIAN TURRET W/RIP RAP (SEE DETAIL) CB 36 RIM=897.42 INV=893.34 (12") N SUMP=889.34 CBMH 37 RIM=896.49 INV=893.65 (12") NW INV=893.65 (12") E SUMP=889.65 CBMH 35 RIM=896.56 INV=892.60 (12") NE INV=892.60 (12") SW INV=892.40 (15") E SUMP=888.40 12" ROOF DRAIN STUB INV=896.00 (VERIFY SIZE, LOCATION, & INV. W/ MECHANICAL) 12" ROOF DRAIN STUB INV=894.80 (VERIFY SIZE, LOCATION, & INV. W/ MECHANICAL) 6 LF 12" STORM @ 4.21% 12" ROOF DRAIN STUB INV=894.30 (VERIFY SIZE, LOCATION, & INV. W/ MECHANICAL) 99 LF 12" STORM @ 2.36% 52 LF 12" STORM @ 1.53% 150 LF 12" STORM @ 1.47% 61 LF 12" STORM @ 2.78% 12" ROOF DRAIN STUB INV=893.26 (VERIFY SIZE, LOCATION, & INV. W/ MECHANICAL) 17 LF 12" STORM @ 2.34% 12" ROOF DRAIN STUB INV=894.80 (VERIFY SIZE, LOCATION, & INV. W/ MECHANICAL) 15 LF 12" STORM @ 0.59% 205 LF 15" STORM @ 0.51% 135 LF 15" STORM @ 0.61% FES 30 INV= 890.50 (15") SW STMH 31 RIM= 897.84 INV= 891.32 (15") W INV=891.32 (15") NE FES 42 INV=897.00 (18") NE 24 LF 18" STORM @ -2.07% OCS 41 RIM= 900.90 INV= 897.50 (18") SW INV=898.00 (18") NE DT=899.75 WEIR=900.20 79 LF 18" STORM @ 1.07%FES 40 INV= 897.16 (18") SW FES 43 INV= 901.03 (12") W182 LF 12" STORM @ 0.45% STMH 44 RIM= 908.81 INV=901.85 (12") E INV=902.25 (18") N 38 LF 18" STORM @ 0.98% STMH 34 RIM= 897.49 INV= 891.36 (15") W INV= 893.00 (12") NW INV=891.36 (15") NE 36 LF 15" STORM @ 0.99% FES 33 INV= 891.00 (15") SW FES 62 INV=888.50 (18") NE 24 LF 18" STORM @ -2.10% OCS 61 RIM= 893.80 INV= 889.00 (18") SW INV=891.00 (18") NE 9 LF 18" STORM @ 1.00% FES 60 INV= 890.91 (18") SW FES 50 INV= 891.75 (12") S 25 LF 12" STORM @ 1.00% CBMH 51 RIM= 895.00 INV= 892.00 (6") SW INV= 892.00 (6") SE INV=892.00 (12") N 25 LF 12" STORM @ 1.00% STMH 32 RIM= 897.20 INV= 893.25 (12") W INV= 891.75 (6") W INV=891.75 (15") E 86 LF 15" STORM @ 0.50% INV=893.50INV=894.00 INV=893.25 INV=893.25 20 LF - CASING PIPE (SEE DETAIL) 25 LF 6" STORM @ 0.00% ADJUST CASTING AS NECESSARY TO ACCOMMODATE NEW APRON INV=893.25 84 LF 12" STORM @ 0.50% CB 48 RIM=896.67 INV=893.67 (12") S SUMP=889.67 0 20 40 80 81 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC4-6 SOUTH STORM SEWER PLANREVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 2020PARKING STALL COUNT ACCESSIBLE PARKING STALL 2 LEGEND CATCH BASIN STORM SEWER SANITARY SEWER WATERMAIN STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE SPOT ELEVATION SIGN LIGHT POLE POWER POLE WATER MANHOLE / WELL CONTOUR CONCRETE CURB UNDERGROUND ELECTRIC CONCRETE TELEPHONE PEDESTAL UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITY CHAIN LINK FENCE BUILDING RETAINING WALL NO PARKING UNDERGROUND FIBER OPTIC SANITARY SEWER SERVICE WATER SERVICE ELECTRIC METER GAS METER TREE LINE EXISTING PROPOSED 972 DRAINTILE FORCEMAIN PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING DIRECTION OF FLOW 1.0% 972.5 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), LATEST 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. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY ENGINEERING INSPECTOR TONY MOENING (612-490-4874) 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 BETWEEN WATERMAIN AND ALL OTHER UTILITIES UNLESS OTHERWISE NOTED. 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. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE SCH. 40 PVC. 9. 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, CHAPTER 4714. 10. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, CHAPTER 4714). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 11. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, CHAPTER 4714: 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. 12. HYDRANT USE: CONTRACTOR IS NOT PERMITTED TO USE HYDRANTS. ALSO APPLIES TO SUBCONTRACTORS. 13. THE CONTRACTOR SHALL CONTACT THE CITY ENGINEERING INSPECTOR TONY MOENING (612-490-4874) AND GIVE AT LEAST 48 HOURS NOTICE TO HAVE WATER SHUT OFF. THE CITY INSPECTOR SHALL COORDINATE AND OPERATE ALL VALVES AND FILL ALL WATER MAINS (PUBLIC AND PRIVATE). CONTRACTOR SHALL NOTIFY IN WRITING, ALL AFFECTED CUSTOMERS AT LEAST 24 HOURS IN ADVANCE BEFORE SHUT OFF; ATTACH DOOR, ET., NOT IN MAILBOXES. 14. TEMPORARY SERVICE: THE CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE IF SERVICE CANNOT BE RESTORED SAME DAY. IF USING HYDRANT FOR TEMPORARY SERVICE, NOTIFY PUBLIC UTILITIES DEPARTMENT AND USE ONLY PRE-APPROVED HYDRANT AND SUPPLIED HYDRO METER WITH BACK FLOW. THE CONTRACTOR'S TEMPORARY MAIN SHALL BE DISINFECTED, FLUSHED AND BACTERIOLOGICAL ANALYSIS SHOWN NEGATIVE PRIOR TO PUTTING THE TEMPORARY SYSTEM IN SERVICE. THE TEMPORARY WATER SYSTEM SHALL BE IN PLACE PRIOR TO THE PUBLIC UTILITIES DEPARTMENT SHUTTING OFF ANY WATER MAINS. 15. STORM SEWER MATERIALS: 12" OR GREATER: HDPE BLDG A APARTMENT FFE=906.08 GFE=895.00 BLDG B APARTMENT FFE=906.08 GFE=895.00 BLDG C APARTMENT FFE=906.08 GFE=895.00 PARK AND RIDE FFE=898.36 RETAIL #4 FFE=898.80       POND NP NWL-886.00 HWL-892.50 FOREBAY NWL-886.25 HWL-892.50 POND 2P NWL-891.00 HWL-893.68 90.90 EOF 86.25 EOF 86.25 EOF 86.25 EOF      CBMH 18 RIM= 892.96 INV= 888.27 (12") NW INV=888.07 (15") SW STMH 14 RIM= 892.97 INV= 886.49 (15") SW INV= 890.33 (12") S INV= 886.29 (15") N INV= 887.52 (15") E INV=886.09 (21") SE CBMH 17 RIM= 892.96 INV= 887.98 (15") NE INV=887.98 (15") W CB 23 RIM= 893.15 INV=889.15 (12") W CBMH 21 RIM= 892.87 INV= 887.74 (12") NW INV= 887.74 (12") E INV= 890.28 (12") SW INV=887.54 (15") E CB 22 RIM= 892.62 INV=888.62 (12") SE CBMH 10 RIM=893.49 INV=882.41 (21") NW INV=888.04 (15") N INV=888.67 (12") S INV=889.80 (12") NE INV=882.21 (24") E SUMP=878.21 CBMH 20 RIM= 892.50 INV= 887.23 (15") W INV= 890.32 (12") E INV=887.23 (15") S CB 19 RIM= 892.50 INV=888.50 (12") SE CB 15B RIM= 895.12 INV=891.12 (12") SE CBMH 15A RIM= 894.36 INV= 890.32 (12") NW INV=890.32 (12") NE 168 LF 12" STORM @ 1.00% 207 LF 21" STORM @ 1.78% 80 LF 12" STORM @ 1.00% 88 LF 12" STORM @ 1.00% 31 LF 15" STORM @ 1.00% 94 LF 15" STORM @ 1.00% 27 LF 12" STORM @ 5.27% 46 LF 15" STORM @ 1.00% 9 LF 15" STORM @ 1.00% 23 LF 12" STORM @ 1.00% 12" ROOF DRAIN STUB INV=891.00 (VERIFY SIZE, LOCATION, & INV. W/ MECHANICAL) 69 LF 12" STORM @ 1.04% 66 LF 12" STORM @ 1.01% 12" ROOF DRAIN STUB INV=891.00 (VERIFY SIZE, LOCATION, & INV. W/ MECHANICAL) 68 LF 12" STORM @ 1.00% 12" ROOF DRAIN STUB INV=891.00 (VERIFY SIZE, LOCATION, & INV. W/ MECHANICAL) INV=881.69 40 LF 24" STORM @ 1.30% 31 LF 27" STORM @ 0.84% (PIPED FROM BUILDING) CB 11 RIM= 893.06 INV=889.07 (12") N INV=886.51 FES 5 INV= 886.25 (27") NW FES 3 INV=881.00 (36") S FES 1 INV= 885.71 (36") NE 48 LF 36" STORM @ 0.60% OCS 2 RIM= 889.50 INV= 882.50 (36") N INV= 886.00 (6") N INV= 886.00 (6") N INV=886.00 (36") SW WEIR=886.35 (SEE DETAIL) 37 LF 36" STORM @ -4.03% 120 LF 12" STORM @ 1.00% 40 LF 12" STORM @ 1.00% 159 LF - 6" DTILE @ 0.00% 86 LF - 6" DTILE @ 0.00% 12" ROOF DRAIN STUB INV=891.00 (VERIFY SIZE, LOCATION, & INV. W/ MECHANICAL) FES 6 INV= 885.75 (42") NE FES 7 INV=885.75 (42") SW 54 LF 42" STORM @ 0.00% 61 LF 15" STORM @ 1.00% CBMH 12 RIM= 892.81 INV= 888.85 (12") N INV=888.65 (15") S 11 LF 12" STORM @ 1.00% CB 13 RIM= 892.96 INV=888.96 (12") S POOL TRENCH DRAIN 198 LF 12" STORM @ 2.31%FES 4 INV= 885.50 (12") NW INV=890.08 STORM SEWER TO BE PUMPED WITHIN BUILDING (PUMPS SYSTEM TO BE DUAL PUMP, REDUNDANT, & ON BUILDING BACK-UP GENERATOR SYSTEM) CBMH OPEN CASTING TO BE REDUNDANT EOF FOR INTERNAL STORM PUMPING SYSTEM 195 LF 15" STORM @ 1.00% 16 LF 12" STORM @ 6.44% CB 16 RIM= 893.67 INV=889.67 (12") SE CBMH 15 RIM= 893.58 INV= 888.64 (12") SW INV= 888.64 (12") NW INV=888.44 (15") NE NWL-886.25 HWL-892.78 EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL WARNING: AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND Gopher State One Call 0 20 40 80 82 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC5-1 WETLAND BUFFER AVERAGING PLANEXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL WARNING: AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND Gopher State One Call SCALE IN FEET 0 80 160N100200 EXISTING WETLAND BUFFER 1. 30' BUFFER WIDTH SHOWN WHERE CONTAINED WITHIN PROPERTY BOUNDARY AND NOT CONFLICTING WITH EXISTING PARKING LOT OR BUILDING 2. TOTAL BUFFER AREA = 74,611 SF PROPOSED WETLAND BUFFER WITH AVERAGING 1. 30' AVERAGE BUFFER WIDTH SHOWN WHERE CONTAINED WITHIN PROPERTY BOUNDARY 2. 24' MINIMUM BUFFER WIDTH 3. 50' MAXIMUM BUFFER WIDTH 4. TOTAL BUFFER AREA = 74,612 SF REVISION 1 - OCTOBER 3, 2019REVISION 2 - JUNE 19, 20204 9 11 16 16 13 31 31 28 27 27 20 18 16 15 9 4 8 14 14 16 16 16 16 16 16 19 19 6 6 6 6 7 11 11 13 13 13 13 13 13 13 13 14 14 13 13 15 11 16 32 20 30.0'30.0' 30.0' 30.0' 3 0 . 0 '30.0'30.0'30.0'BLDG A APAR T M E N T FFE= 9 0 6. 0 8 GFE= 8 9 5. 0 0 BLDG B APAR T M E N T FFE= 9 0 6. 0 8 GFE= 8 9 5. 0 0 BLDG C APAR T M E N T FFE= 9 0 6. 0 8 GFE= 8 9 5. 0 0 PARK A N D RI D E FFE= 8 9 8. 3 6 RETAI L # 1 FFE= 9 0 0. 0 0 RETAI L # 2 FFE= 8 9 8. 8 0 RETAI L # 3 FFE= 8 9 8. 8 0 RETAI L # 4 FFE= 8 9 8. 8 0 24.1'30.2'34.1'30.0'30.2'30.6' 30.9' 24.0' 24.0' 2 6 . 0 '24.6'24.2'24.3'24.3'83 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC8-1 CIVIL DETAILSREVISION 2 - JUNE 19, 2020M H “ ” G V M H F E ± 1 2 3 4 5 6 7 8 9 10 15 14 131211 84 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC8-2 CIVIL DETAILSREVISION 2 - JUNE 19, 2020· · · · · · · 16 17 18 19 20 21 22 23 24 25 3029282726 85 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC8-3 CIVIL DETAILSREVISION 2 - JUNE 19, 2020OPEN BOTTOM STORM FILTRATION VAULT DRAWN 10/2019 LOUCKS PLATE NO. 4322LOUCKS EXTEND SAND BED BEYOND TANK LIMITS 6" DRAINTILE. SEE UTILITY PLAN FOR LAYOUT MIN. 4,000 PSF BEARING CAPACITY TO BE VERIFIED IN FIELD, BY OTHERS CONCRETE STORM WATER FILTRATION VAULT (STORM TRAP OR EQUAL) STRIP FOOTINGS AS NECESSARY 18" FINE FILTER AGGREGATE MN/DOT 3149.J2 BIO-ROLL OR ROCK LOG NOTES: 1. PLACE BOTTOM EDGE OF WIRE FENCE INTO 6 IN DEEP TRENCH. 2. POSTS SHALL BE: ·6 FT MAX. SPACING. ·STANDARD STEEL T-TYPE POSTS. ·5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE GROUND. 3. ATTACH WIRE FENCE TO STEEL POSTS WITH NO. 9 GA. ALUMINUM WIRE OR NO. 9 GALVANIZED STEEL PRE-FORMED CLIPS. 4. ATTACH FABRIC TO WIRE FENCING WITH WIRE OR ZIP TIES. A MIN. OF 3 ZIP TIES PER POST. EXTEND BOTTOM OF FABRIC INTO TRENCH. 5. BACKFILL TRENCH & COMPACT. 6. STRAW, WOOD CHIP, COMPOST OR ROCK LOGS PER MNDOT SPECS 3890, 3897. DRAWN 11/2016 LOUCKS PLATE NO. 3002LOUCKS 2'' X 2'' X 18'' LONG WOODEN STAKES AT 2'-0'' SPACING. DRIVE THROUGH NETTING, NOT PENETRATING FIBER LOG. STRAW OR WOOD FIBER 9" OR 12'' DIA. SEDIMENT LOG ROLL ENCLOSED IN POLYPROPYLENE NETTING FL O W TRENCH IF LOOSE SOILS FLOW ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL. SECURED WITH 50 PSI. ZIP TIE 1 NOTES: SEE SPECS. 2573, 3137, 3890 & 3897. MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 1. GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMETER. SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC. 3137 TABLE 3137-1; CA-3 GRADATION. 46 47 48 49 50 51 52 53 55 54 INLET PROTECTION - FILTER BAG INSERT 3 FRONT, BACK, AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS (CAN BE INSTALLED IN ANY INLET TYPE WITH OR WITHOUT A CURB BOX) 8" 12" 4" 2" 2 4 FILTER BAG INSERT 1 OVERFLOW HOLES (2" X 4" HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS) 1/2 W D W 1/ 2 D INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH FLAP POCKET 4 NOTES: SEE SPECS. 2573, 3137, 3886 & 3891. MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 1. ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, MEETING SPEC. 3886. 2. FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF 10 INCHES AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. 3. INSTALLATION NOTES: 3.1. DO NOT INSTALL FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES, MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. 3.2. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES. 3.3. WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3 INCH SIDE CLEARANCE. 4. FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH OR USE A ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS. DRAWN 2/2016 LOUCKS PLATE NO. 3015LOUCKS 86 AUGUST 16, 2019PLYMOUTH FOUR SEASONS MALL REDEVELOPMENTC8-4 CIVIL DETAILSREVISION 2 - JUNE 19, 2020890 895 890 895 -0+10 897.18895.40+00 895.05893.10+90 6" DRAINTILE INV=892.0 EXISTING GRADE FINISHED GRADE RIP-RAP OVERFLOWBOTTOM BASIN ELEV.=894.0 24" SANDCOMMERCIAL97.7397.61 1.4%1.8%89297.37 92.01± EX.2.0%8938948968968958978968958940+00 0+78.31 95.90 EOF 96.20 96.20 95.90 EOF 56 EROSION CONTROL BLANKET 6" 6" 1' TO 3'ANCHOR TRENCH 1. DIG 6"X6" TRENCH 2. LAY BLANKETS IN TRENCH 3. STAPLE AT 1.5' INTERVALS 4. BACKFILL WITH NATURAL SOIL AND COMPACT. 5. BLANKET LENGTH SHALL NOT EXCEED 100' WITHOUT AN ANCHOR TRENCH NOTE: SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, STICKS, VEHICLE IMPRINTS, AND GRASS. BLANKETS SHALL HAVE GOOD SOIL CONTACT. ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS. OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6" STAPLE PATTERN/DENSITY SHALL FOLLOW MANUFACTURERS SPECIFICATIONS. DI R E C T I O N O F SU R F A C E F L O W STAGGER JOINTS DRAWN 2/2016 LOUCKS PLATE NO. 3016LOUCKS OUTLET 48" TO 72" 12" MIN. DOGHOUSES SHALL BE GROUTED BOTH ON THE INSIDE AND OUTSIDE OF THE STRUCTURE. PRECAST MANHOLE SECTIONS PROVIDE 14" PLATE WITH LOCKING CLASP & 12" PAD LOCK HOLE. C NORMAL WATER ELEVATION PIPE SIZE WILL VARY GALVANIZED GRATE (SPLIT) 4"X4" OPENINGS OUTLET CONTROL STRUCTURE - WEIR/ORIFICE INLET PRECAST BASE SLAB INLET ELEVATION A HIGH WATER LEVEL - (EMERGENCY OVERFLOW) D 1 4 B 41 2 881.0 OUTLET CONTROL STRUCTURE ELEVATION TABLE 897.0 882.5 897.5 886.0 898.0 889.5 900.9 OCS NO. A B C D 6" E TOP OF WEIR ELEVATION WEIR TO BE REINFORCED WITH AT LEAST #4 REBAR, 12" ON CENTER. 886.35 900.2 E ORIFICE OPENING SIZE - F INVERT ELEVATION - G N/A N/A F N/A N/A G WEIR/ORIFICE E TOP OF WEIR ELEVATION ORIFICE OPENING SIZE - F INVERT ELEVATION - G 60" 48" H H DRAWN 2/2016 LOUCKS PLATE NO. 4318LOUCKS 61 888.5 889.0 891.0 893.8 893.0 12" 891.0 48" 58 BASIN 1P SECTION DRAWN 12/2019 LOUCKS PLATE NO. CUSTOMLOUCKS 59 60 57 POND & FILTRATION BENCH ELEVATION TABLE POND NO. A B C POND NP 892.50886.00 880.90 POND & FILTRATION BENCH DRAWN 11/2019 LOUCKS PLATE NO. CUSTOMLOUCKS WEIR 886.35 POND WP 901.09899.75 895.00 900.20 IRON ENHANCED YES NO 87