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2021.10.11 - Packet 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Crystal Planning Commission Agenda Summary Monday, October 11, 2021 7 p.m. Crystal City Hall and Zoom Video Conference Zoom call information: https://bit.ly/3nzjcHo (meeting ID is 810 6248 6821 and password is 414141) or call-in toll free at 888-475-4499 1. Call to Order 2. Approval of Minutes* a. Monday, September 13, 2021 meeting minutes 3. Public Hearing* a. Site plan and variance request from Scott Endres for a new vision clinic building at 5736 Lakeland Ave North (Application Number 2021-07) 4. Old Business - None 5. New Business - None 6. General Information a. City Council actions on previous Planning Commission items: – Site plan request for Gernco Construction at 4741 Welcome Ave N b. Update from Council liaison c. Staff preview of likely agenda items for Monday, November 8, 2021 meeting 7. Open Forum 8. Adjournment * Items for which supporting materials are included in the meeting packet Page 1 of 2 CRYSTAL PLANNING COMMISSION DETAILED AGENDA Monday, October 11, 2021 at 7:00 p.m. Council Chambers, Crystal City Hall and Zoom Video Conference Zoom call information: https://bit.ly/3nzjcHo (meeting ID is 810 6248 6821 and password is 414141) or call-in toll free at 888-475-4499 Commissioners, please call 763.531.1142 or email dan.olson@crystalmn.gov if unable to attend * Items for which supporting materials are included in the meeting packet 1. CALL TO ORDER The regular meeting of the Crystal Planning Commission convened at ______ p.m. with the following members present:  Commissioner (Ward 1) Sears [Vice Chair]  Commissioner (Ward 2) Selton [Chair]  Commissioner (Ward 4) Einfeldt-Brown  Commissioner (Ward 1) Heigel  Commissioner (Ward 3) Maristany [Sec. Vice Chair]  Commissioner (Ward 4) Johnson  Commissioner (Ward 2) Strand  Commissioner (Ward 3) Buck  Commissioner (At- Large) Seffren 2. APPROVAL OF MINUTES * Moved by _______________ and seconded by _______________ to approve the minutes of the September 13, 2021 regular meeting with the following exceptions: Motion carried. 3. PUBLIC HEARING* a. Site plan and variance request from Scott Endres for a new vision clinic building at 5736 Lakeland Ave N (Application Number 2021-07). Staff presented the following: Page 2 of 2 The following were heard: Planning Commission discussion: Moved by _______________ and seconded by _____________ to recommend ______ to the City Council of the site plan and variance application for a new vision clinic building at 5736 Lakeland Avenue North. Motion carried. 4. OLD BUSINESS - None 5. NEW BUSINESS - None 6. GENERAL INFORMATION a. City Council actions on previous Planning Commission items: - Site plan request for Gernco Construction at 4741 Welcome Avenue North b. Update from Council Liaison c. Staff preview of likely agenda items for Monday, November 8, 2021 meeting: 7. OPEN FORUM 8. ADJOURNMENT Moved by _____ and seconded by ______ to adjourn. Motion carried. The meeting adjourned at ______ p.m. Unapproved Planning Commission Minutes – September 13, 2021 CRYSTAL PLANNING COMMISSION MINUTES Monday, September 13, 2021 at 7:00 p.m. Council Chambers, Crystal City Hall and Zoom Video Conference 1. CALL TO ORDER The regular meeting of the Crystal Planning Commission convened at 7:00 p.m. with the following members present: X Commissioner (Ward 1) Sears [Vice Chair] X Commissioner (Ward 2) Selton [Chair]  Commissioner (Ward 4) Einfeldt-Brown X Commissioner (Ward 1) Heigel X Commissioner (Ward 3) Maristany [Sec. Vice Chair] X Commissioner (Ward 4) Johnson X Commissioner (Ward 2) Strand  Commissioner (Ward 3) Buck X Commissioner (At- Large) Seffren Other attendees: City planner Dan Olson, Emeka Okeakpu from Gernco Construction, and one other interested person. 2. APPROVAL OF MINUTES Moved by Sears and seconded by Heigel to approve the minutes of the August 9, 2021 regular meeting. Ayes: Strand, Heigel, Sears, Selton, Johnson, and Seffren. Abstain: Maristany. Nays: None Motion carried. 3. PUBLIC HEARING a. Site plan request from Gernco Construction for a new four-unit residential building at 4741 Welcome Avenue North (Application 2021-06). Olson presented a summary of the staff report and stated he is recommending approval of the site plan. Chair Selton opened the public hearing. Commission member Maristany asked where snow storage will occur. Olson said there are areas on both sides of the driveways where snow could be stored. Maristany asked how big the proposed trees will get. Olson said that the Japanese tree lilac is fairly small. He was not sure how tall the American Linden and Coffee tree will get. Commission member Sears added that it will take many years for the trees to achieve full growth. Unapproved Planning Commission Minutes – September 13, 2021 Commission member Strand asked if the units will be owned or rented. Olson said the applicant is proposing to own the four units and live in one of them while renting out the other three units. However there is no mandate that the applicant live in one of the units. Mr. Okeakpu of Gernco Construction said he’s planning on living in one of the units with his family. A Crystal resident said she lives near the property. She said the alley has become busier the last few years. She asked how far the garages will be from the alley. Olson said 30’ from the property line along the alley, which is typically the edge of the pavement. She asked if each unit will have its own refuse collector. Mr. Okeakpu said his plan is to have one collector for all the units. Commission member Seffren asked how the applicant could sell the units rather than renting them. Olson said the applicant could do what’s called a Common Interest Community (CIC) plat so that each unit could be sold. Hearing no one else from the public who wished to speak, Selton closed the public hearing. Moved by Strand and seconded by Sears to recommend approval to the City Council of the site plan application for Gernco Construction at 4741 Welcome Avenue North. Ayes: All. Nays: None. Motion carried. 4. OLD BUSINESS - None 5. NEW BUSINESS a. Conformance to Comprehensive Plan – sale of 4824 – 56th Avenue North Planner Olson presented a summary of the staff report and stated staff is recommending that the Commission determine the sale of the lot is in conformance to the Comprehensive Plan. Maristany asked if there is a site plan for the two-family dwelling. Olson said not at this time, but it is anticipated the EDA will authorize an RFP and after that a builder will submit a site plan to purchase the lot. Since a two-family dwelling is a permitted use that does not require site plan approval, the only public hearing process will be by the EDA for the lot sale. Moved by Seffren and seconded by Maristany to determine that the sale of the lot is in conformance to the Comprehensive Plan. Ayes: all. Nays: None. b. Select member and alternate for Joint Airport Zoning Board (JAZB) Planner Olson presented a summary of the staff report and asked that the Commission select a member and alternate for the JAZB. Unapproved Planning Commission Minutes – September 13, 2021 Commission member Maristany asked if there will be knowledgeable persons on the JAZB to provide information to those who are not familiar with airport operations. Olson said that staff from MAC will be on the JAZB, and they have retained an airport consultant to write the ordinance and educate the members on such matters. Commission member Seffren nominated Sears to serve as the member. There were no other nominations and Sears accepted. Ayes: all. Nays: none Commission member Sears nominated Heigel to serve as the alternate. There were no other nominations and Heigel accepted. Ayes: all. Nays: none 6. GENERAL INFORMATION • City Council actions on previous Planning Commission items: Olson stated that the Council approved the Crystal Flats subdivision at 6613 – 36th Ave N. Commission member Strand updated the Commission on her attendance at the Council meeting for that subdivision. • Update from Council Liaison: City Council liaison Brendan Banks was not present at the meeting. • Staff preview of likely agenda items for Monday, October 11, 2021 meeting. Olson said he is not sure there will be an October meeting, but that the application deadline is not until tomorrow. 7. OPEN FORUM Commission member Strand updated the Commission on the construction progress for the Suite Living of Crystal assisted living at 3500 Douglas Dr. Commission member Heigel asked when the new police station will be completed. Olson said it should be completed by the end of summer, 2022. 8. ADJOURNMENT Moved by Selton and seconded by Sears to adjourn. Ayes: All. Nays: None Motion carried. The meeting adjourned at 8:07 p.m. 5736 LAKELAND AVENUE NORTH – SITE PLAN AND VARIANCE APPLICATION PAGE 1 OF 6 ___________________________________________________________________________ FROM: Dan Olson, City Planner ___________________________________________________________________________ TO: Planning Commission (for October 11 Meeting) DATE: October 6, 2021 RE: PUBLIC HEARING – Site plan and variance request from Scott Endres for a new vision clinic at 5736 Lakeland Avenue North (Application 2021-07) A. BACKGROUND Scott Endres, owner of 5736 Lakeland Avenue North, is proposing to construct a new 10,700 square foot vision clinic on the vacant property. The property is zoned Commercial (C) and medical clinics are a permitted use within that zoning district. The city’s unified development code (UDC) requires site plan review and approval for the new building and site improvements. The applicant is also requesting a variance to exceed the maximum number of allowed parking spaces on the property. Notice of the October 11 public hearing was published in the Sun Post on September 30, mailed to owners and renters within 500 feet (see attachment A), and posted to the Skyway, Twin Oaks, North Lions, and Becker neighborhoods on Nextdoor. A sign was also posted on the property. Attachments: A. Site location map showing public hearing notification area B. Existing zoning map C. Project and variance narrative submitted by applicant D. Site plan (13 sheets) PLANNING COMMISSION STAFF REPORT Site plan and variance request for 5736 Lakeland Ave N 5736 LAKELAND AVENUE NORTH – SITE PLAN AND VARIANCE APPLICATION PAGE 2 OF 6 B. SITE PLAN REVIEW Existing use The 46,747 sq. ft. (1.1 acre) property is vacant. The previous commercial building on the property, constructed in 1975 and most recently used as a grocery store, was demolished in 2011. Adjacent uses The following are the existing land uses and zoning districts surrounding this property: • North – Crystal Airport • East – Single family homes, zoned R-1. • West – Across County Highway 81, single family homes, zoned R-1 • South – Crystal Medical Center, zoned Commercial Proposed use The applicant is proposing to construct a 10,700 square foot vision clinic. The clinic will be on the 9,453 sq. ft. main floor, with a 1,255 sq. ft. partial upper floor for storage and mechanical equipment. The property will be re-addressed as 5730 Bottineau Boulevard because the frontage road, Lakeland Avenue North, no longer exists in this location. The following are the notable site plan elements for this clinic: • Building setbacks and height. The proposed building meets setback requirements in the Commercial district. The building will have varying heights, but will meet the maximum building height of 60’. The main floor will be approximately 14’ in height and the portion with an upper floor will be approximately 26’ in height. Although the building is not tall, it is located close to the Crystal airport. The applicant has notified the Federal Aviation Administration (FAA) of the proposed building construction. Typically with a building of this height the FAA will require approval of any construction cranes that may be needed. Staff recommends a condition of site plan approval that the FAA give final approval prior to building permit issuance. • Parking. The maximum number of parking spaces set by the UDC is 52, but the applicant is requesting a variance to construct 57 parking spaces on the property (see section D for additional information about the variance request). The parking lot meets UDC requirements for setbacks, and parking space and aisle dimensions. • Stormwater management and erosion control measures. The applicant is proposing to construct a stormwater infiltration basin on the east side of the building which is designed to accommodate additional stormwater runoff created by this new building and parking lot. After the site improvements are constructed the percentage of impervious surface on the property will be 69% (the maximum coverage is 85% for the commercial zoning district). During building construction, the city will require erosion control techniques to be used on-site including silt fences, a rock construction entrance, and inlet protection. • Utilities. The proposed building will connect to an existing water main in Bottineau Boulevard and an existing sanitary sewer main in Colorado Avenue. Hennepin 5736 LAKELAND AVENUE NORTH – SITE PLAN AND VARIANCE APPLICATION PAGE 3 OF 6 County will require the applicant to obtain a right-of-way permit for utility work done in Bottineau Boulevard. • Access and circulation. The proposed clinic will have driveway access off of Colorado Avenue. The city’s Public Works Director and the West Metro Fire Rescue District staff have reviewed the traffic circulation plan and found it adequate to meet vehicle movement into and within the site, including fire trucks. There are no existing public sidewalks on the property and none planned. However there are proposed private sidewalks from the building entrance to parking areas. Adjacent to the property, along Bottineau Boulevard, is the Crystal Lake Regional Trail which connects Crystal to Robbinsdale and Brooklyn Park. • Building elevations. The proposed major exterior building material is brick with “exterior insulation finishing system” (EIFS), masonry, and metal panels as accent materials. These materials meet the city’s requirements. Elevation drawings of the proposed building is attachment D. • Landscaping. No trees will be removed to accommodate the new building or parking lot. The applicant proposes to plant five new species of trees (Accolade Elm, Hackberry, Imperial Honeylocust, Renaissance Reflection Birch, and Red Jewel Crabapple) together with five varieties of shrubs. • Screening. Trash and recycling receptacles will be screened by a dumpster enclosure west of the building. Rooftop mechanical equipment will be screened using parapet walls. The parking lot will be screened from the single-family homes across Colorado Avenue by trees and shrubs. • Exterior Lighting. There are no existing light poles on the property, but four new light poles are proposed in the parking lot. Three new wall lighting fixtures will also be installed. This lighting meets the city’s requirements. • Signs. The applicant is proposing to locate a monument sign in the southwest part of the property. Before installing the sign, or any wall signs, the applicant will need to receive sign permit approval by the city. C. Site plan review criteria The following are the relevant criteria for approval of site plans in city code section 510.17. 1. The site plan fully complies with all applicable requirements of the UDC. Findings: As outlined in section B, above, with the exception of the number of parking spaces, the proposed site plan meets UDC requirements. The applicant has requested a variance to exceed the maximum number of parking spaces. 5736 LAKELAND AVENUE NORTH – SITE PLAN AND VARIANCE APPLICATION PAGE 4 OF 6 2. The site plan adequately protects residential uses from the potential adverse effects of a non-residential use. Findings: The nearest residential properties are located across Colorado Avenue at a distance of approximately 125 feet from the proposed building to the nearest home. The proposed building is not expected to have an adverse effect on these residential properties. 3. The site plan is consistent with the use and character of surrounding properties. Findings: Prior to 2011 when the commercial building on this property was demolished, the property had been a commercial use since at least 1975. The proposed building continues this historical commercial use. 4. The site plan provides safe conditions for pedestrians or motorists and prevents the dangerous arrangement of pedestrian and vehicular ways. Findings: The city’s Public Works Director and staff from the West Metro Fire Rescue District have reviewed the site’s traffic circulation plan and found it adequate to meet vehicle movement into and within the site, including fire trucks. There are no existing public sidewalks on the property and none planned. However there are proposed private sidewalks from the building entrance to parking areas. Adjacent to the property, along Bottineau Boulevard, is the Crystal Lake Regional Trail which connects Crystal to Robbinsdale and Brooklyn Park. D. VARIANCE CRITERIA As discussed in section C, above, the applicant is requesting a variance to exceed the maximum number of allowed parking spaces from 52 spaces to 57. The applicant has included a narrative (attachment C) describing their current and future parking needs. The following are the relevant approval criteria for this variance as outlined in city code section 510.33, followed by staff response: a) Variances shall only be permitted when they are in harmony with the general purposes and intent of the official control and when the terms of the variances are consistent with the comprehensive plan. Response: The intent of the city’s zoning ordinance is to provide for regulations to promote orderly development that allows for adequate access to light, air, and convenient access to property. The approval of five additional parking spaces will not impede access to adequate light or air for adjacent properties or for the proposed building. The clinic use conforms to the Comprehensive Plan’s Mixed-Use future land use designation. 5736 LAKELAND AVENUE NORTH – SITE PLAN AND VARIANCE APPLICATION PAGE 5 OF 6 b) Variances shall only be permitted when the City Council finds that strict enforcement of specific provisions of this section would create practical difficulties due to circumstances unique to a particular property under consideration. Practical difficulties, as used in connection with the granting of a variance, means that the property owner: 1) proposes to use the property in a reasonable manner not permitted by an official control; and 2) the plight of the landowner is due to circumstances unique to the property not created by the landowner; and 3) the variance, if granted, will not alter the essential character of the locality. Response: The use of the subject property to include off-street parking areas is a reasonable use permitted by the city’s zoning regulations. The intent of the maximum number of parking spaces is to reduce the amount of impervious parking lots within dense walkable environments, such as Crystal’s main commercial area at West Broadway and 56th Avenue North. The uniqueness of 5736 Lakeland is that it is an isolated commercial property some distance from Crystal’s main commercial area, making it likely that most employees and patients will be driving to this clinic. The essential character of this area will not change if the variance is approved since a commercial use has existed on this property since at least 1975 and the proposed clinic continues that historical use. c) Economic considerations alone do not constitute practical difficulties. Response: The applicant has indicated that additional parking spaces are needed to provide adequate off-street parking for employees and patients of the clinic. Therefore economic considerations alone are not the sole reason for requesting this variance. E. REQUESTED ACTION The Planning Commission is asked to make a recommendation to the City Council to either deny or approve the site plan and variance application to allow a new vision clinic at 5736 Lakeland Avenue North. This recommendation should include findings of fact either for or against the proposal. The Commission may reference the findings for approval in sections B, C, and D above. Staff recommends approval of the site plan and variance application with the following conditions: 5736 LAKELAND AVENUE NORTH – SITE PLAN AND VARIANCE APPLICATION PAGE 6 OF 6 1. Site plan. The development shall be constructed according to the site plan in attachment D. 2. Building permit issuance. Prior to building permit issuance, the applicant shall: a. Sign a site improvement agreement with the city and provide an escrow to guarantee installation of the parking lot, stormwater infiltration basin, and landscaping plan. b. Provide an approval letter from the Federal Aviation Administration to the city. 3. Compliance. The variance is subject to the applicable requirements of the Crystal City Code. The Applicant is required to comply with all applicable federal, state, and local laws, rules, regulations, and ordinances and is required to obtain such other permits and permissions as may be required. 4. No Waiver. Failure by the city to take action with respect to any violation of any condition, covenant or term of the variance shall not be deemed to be a waiver of such condition, covenant, or term or any subsequent violation of the same or any other condition, covenant, or term. 5. Binding Effect. This variance, and the conditions placed on its approval, are binding on the Applicant, the Applicant’s successors and assigns, shall run with the Property, and shall not in any way be affected by the subsequent sale, lease, or other change from current ownership. The obligations of the Applicant under this approval shall also be the obligations of the current and any subsequent owners of the Property. 6. Acceptance of Conditions. Utilization of the property for any of the uses allowed by this variance shall automatically be deemed acceptance of, and agreement to, its terms and conditions without qualification, reservation, or exception. City Council action is anticipated on October 19, 2021. Site Location and Public Hearing Notice Mailing Map 5736 Lakeland Ave N 4141 Douglas Dr. N. Crystal MN 55422 Attachment A Zoning Map 5736 Lakeland Ave N 4141 Douglas Dr. N. Crystal MN 55422 Crystal Airport Attachment B Attachment C Crystal Vision Clinic – Narrative & Variance Narrative: The enclosed submittal information is for the development of a new vision clinic medical building. The location of the project site is on the corner of CR 81 and Crystal Airport Rd. The property address is 5736 Lakeland Ave. N. Crystal, MN 55429. The project consists of a two level 10,708 plus/minus SF building. Currently the property is zoned C-Commercial. The property is currently vacant land without any use. The nearest residential properties are across CR 81 and across Colorado Ave. N. Similar to the medical office building located directly adjacent to the south, this project site will be a buffer for the residents across Colorado Ave. N. as CR 81 is a heavily travelled arterial roadway. Vehicular traffic will access the site off of Colorado Ave. N. which serves as a frontage road to the commercial properties in the area. There is an easily accessible link to CR 81 using Crystal Airport Road. There aren’t any use- specific standards for this project. The variance request is for additional parking. The code allows us to have 1 space per 250 square feet plus an additional 4 stalls and 10% additional with city request. That allows us to have 52 stalls. We are asking for an additional 5 stalls for a total of 57 stalls. Part of the reason the client is moving is for additional parking as their current site does not have the parking needed for their use. The proposed project does not interfere with the public health, safety and general welfare of the community. The patient and staff count for the facility will require the additional parking when operating at full capacity. To Whom It May Concern, We, the owners of Crystal Vision Clinic, would like to introduce ourselves to you and explain why we are requesting a variance for the number of parking spaces at our new clinic location on Bottineau Blvd. As you may know, Crystal Vision Clinic has been a part of the Crystal community for over 40 years. Currently, the business is owned by me, Dr. Scott Endres, and my son Dr. Chase Endres. We have enjoyed being a part of the Crystal medical community all of these years, and as our practice has grown, we wanted to keep the business in Crystal as we looked for a new location. At our current location on Douglas Drive we have 33 parking spots, thirteen of which are taken by staff members. We currently have 21 staff, eight of whom we have asked to park across the street at the Alpine Dental clinic parking lot, in order to provide adequate and safe parking for our patients, especially the elderly. This leaves 20 parking spots for patients, vendors, deliveries, etc., and there is still a parking shortage. In fact, the biggest reason we made the decision to make the financial investment to build a new facility in Crystal is due to lack of sufficient parking in our current location. The nature of our business includes a mixture of both scheduled appointments and drop-in patients. In addition to the daily scheduled patient encounters with our three doctors and other staff members, we have patients dropping in for office calls, pick-ups for contact lenses and glasses, adjustments for glasses, and patients with outside prescriptions who drop in to shop for glasses in our optical store. We also receive daily deliveries from UPS, USPS, FedEx, and weekly services from Cintas, frame vendors, contact lens vendors, and pharmaceutical representatives. We also have an ophthalmologist and his two staff working with us at the clinic twice a month for cataract consults, which provides a convenient service for the elderly in our community. As you can see, our business has many people and many variables each day that make our parking lot space a challenge. We expect in the next five years to be adding another doctor and 6 support staff, which will bring the total of staff members to 28. Adding another doctor means an increase of patient encounters each day. Furthermore, our plans for continued growth will entail enhancing some of our medical services surrounding dry eye, diabetic and macular degeneration diagnosis and treatment. These additional staff and enhanced services will create the need for even more parking spaces. One of our goals as a business is to create an exceptional experience for both our patients and our staff, and having safe, convenient parking is an important part of our success in meeting these goals. We cannot emphasize enough the importance of having as many parking spaces as we can get for our new facility. We believe that our business provides a vital service to the Crystal community, and we are proud to contribute to the continued success and growth of the City of Crystal. Thank you for your consideration. Please feel free to call me if you would like to discuss this in person. Sincerely, Dr. Scott Endres Dr. Chase Endres LOUCKS W:\2021\21007\CADD DATA\SURVEY\_dwg Sheet Files\21007-ALTAPlotted: 04 /01 / 2021 7:15 AM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD QUALIFICATION 5736 LAKELAND AVENUE NORTH CRYSTAL, MN 55429 DAVIS 33 SOUTH 6TH STREET SUITE 4650 MINNEAPOLIS, MN 55402 N SCALE IN FEET 0 20 40 (Per Schedule A of the herein referenced Title Commitment) Lot 2, Block 1, EMBERS 2ND ADDITION, according to the recorded plat thereof, 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, a division of Chicago Title Insurance Company, File No. 58078 Second Supplemental, effective date February 15, 2021. The numbers below correspond to those in the title commitment. 1 - 8 do not require comment. 9. Terms, conditions, covenants, restrictions and reservations regarding airspace rights in favor of the Minneapolis-Saint Paul Metropolitan Airports Commission contained in that certain Indenture dated February 5, 1968, filed March 20, 1968, as Document No. 3706170. Not shown hereon. 10. Easement for public street and highway purposes in favor of the Village of Crystal, a Minnesota municipal corporation, contained in Easement dated October 30, 1956, filed December 28, 1956, as Document No. 3047844. Shown hereon along the east side of the property. 11. Easement for water public utilities and related purposes in favor of the City of Crystal, a Minnesota municipal corporation contained in Water Utility Easement dated June 7, 1965, filed July 9, 1965, as Document No. 3550273. Shown hereon along the west side of the property. 12. Covenants and restrictions set forth in Warranty Deed dated October 7, 1975, filed October 16, 1975, as Document No. 4170425. No Build Area shown hereon. 13. Terms and conditions of unrecorded General Land Lease for Parking dated April 21, 2007, together with easement for vehicular access and pedestrian access purposes, evidenced and contained in Grant of Access Easements dated May 7, 2007, filed May 7, 2007, as Document No. 8974770. NOTE: Terms indicate easement to terminate upon termination of the Parking Lease. Not shown hereon, the parking lease appears to be released or terminated. 14. Permanent easement for highway and related purposes in favor of Hennepin County, a body politic and corporate of the State of Minnesota contained in Quitclaim Deed dated August 13, 2009, filed September 16, 2009, as Document No. A9419452. Shown hereon. 15. Terms and conditions of Purchase and Redevelopment Contract dated January 12, 2011, filed May 12, 2011, as Document No. A9653747. (Includes additional lands) NOTE: Subject property shown as additional property. Not shown hereon, subject property is not included in redevelopment property and is listed as additional property. 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 5736 Lakeland Avenue North, Crystal, Minnesota 55429. 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. 27053C0211F, Community Panel No. 270156 0211 F, effective date of November 4, 2016. 4. The Gross land area is 46,747 +/- square feet or 1.07 +/- acres. 6. (a) Zoning information was not provided by the client. 7. (a) There are no observable buildings on this site. 8. Substantial features observed in the process of conducting fieldwork, are shown hereon. 9. There are no striped parking stalls on this site. 11. (a) We have shown underground utilities on and/or serving the surveyed property per Gopher State One-Call Ticket Nos. 210140706 & 210140713. The following utilities and municipalities were notified: CITY OF CRYSTAL (763)531-1166 COMCAST (800)778-9140 CENTURYLINK (800)778-9140 CENTER POINT ENERGY (800)778-9140 HENNEPIN COUNTY PUBLIC WORKS (406)541-9571 NORTH MEMORIAL HOSPITAL (763)581-2396 TDS METROCOM (218)821-7672 XCEL ENERGY (800)848-7558 METROPOLITAN AIRPORTS COMM (612)726-5552 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. 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. 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 Hennepin County Coordinate System NAD 83 (1986 Adjust). 3. Benchmark: MnDOT Monument "BR 27523" located in Osseo, in the southeast corner of C.R. 10 Bridge No. 27523 over T.H. 169, 1.7 miles south along T.H. 169 from the junction of T.H. 169 and I-694/I-94, at the junction of T.H. 169 and Bass Lake Rd. Elevation = 914.20 feet (NGVD'29 datum) Site Benchmark: Top nut of hydrant located on northeasterly extension of Bottineau Blvd. approx. 170 feet southeasterly from intersection with Crystal Airport Road. Elevation = 876.03 feet (NGVD'29 datum) 4. Trees shown hereon are 8 inch diameter at breast height or greater. Other trees, less than 8 inches, may be on site but are not shown hereon. 5. Snow and ice conditions during winter months may obscure otherwise visible evidence of on site improvements and/or utilities. To Davis Group; HEF Properties, LLC; CMB Rollover LLC; Commercial Partners Title, and Chicago 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 2021 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 and 11(a) of Table A thereof. The field work was completed on January 20, 2021. Date of Plat or Map: April 1, 2021 ______________________________________________ Steven F. Hough, PLS Minnesota License No. 54850 shough@loucksinc.com CERTIFICATION SPOT ELEVATION LIGHT POLE CATCH BASIN CONTOUR CONCRETE CURB STORM SEWER SANITARY SEWER CONCRETE OAK SPRUCE MAPLE TREE (GENERAL) CONIFEROUS TREE DECIDUOUS TREE OVERHEAD UTILITYTOP OF CURB FOUND 1/2 IRON MONUMENT FOUND CAST IRON MONUMENT TOP NUT HYDRANT 1 SCHEDULE B II ITEM RETAINING WALL STORM MANHOLE SANITARY MANHOLE HYDRANT GATE VALVE MARKED 10938, UNLESS SHOWN MAPPED WATERMAIN MAPPED UG ELECTRIC MAPPED UG TELEPHONE MAPPED UG GAS DESCRIPTION OF PROPERTY SURVEYED 03/31/21 SURVEY ISSUED 04/01/21 ADD NO BUILD AREA ALTA/NSPS LAND TITLE SURVEY 1 OF 1 SITE 1414 1110SIGN MAPPED STORM SEWER MAPPED SANITARY SEWER OTHERWISE SET NAIL License No. Date 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 VICINITY MAP Field Crew Project Lead Drawn By Checked By Loucks Project No. Minnesota. Steven F. Hough - PLS 54850 21-007 SFH SFM SFH BRS 03/31/211212 Attachment D PROPOSED BUILDING FFE - 876.13 868.5868.5OUTDOOR PATIO SPACE HC SIGN TYP. HC RAMP (SEE DETAIL) CURB TAPER CURB TAPER TIRE STOP B612 CURB/GUTTER TYP. 5.0 20.0 24.0 20.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 24.0 10.0 7.0 R10.0 R10.0R3.0 R3.0 R3.0 R3.0 R3.0R12.0 R3.0 R3.0 5.0 5.0 CONCRETE APRON (SEE DETAIL) TRASH ENCLOSURE (SEE ARCH PLANS) STORM BASIN CURB TAPER CONCRETE BLOCK RETAIING WALL 42" HEIGHT BLACK ORNAMENTAL FENCE 5.0 4.0 41.1 5.0 CURB TAPER FLAT CURB (SEE DETAIL) FLAT CURB (SEE DETAIL) FLAT CURB (SEE DETAIL) R3.0R3.0 CURB TAPER 42.5 95.5 181.3 128.9 FDC 55.1 9.09.0 9.09.0 MONUMENT SIGN 20.0 20.0 08/06/21 CITY SUBMITTAL 09/14/21 CITY RESUBMITTAL 09/30/21 CITY RESUBMITTAL Review Date SHEET INDEX License No. Date 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 Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.15240.0C PJD DDL PJD 09/30/21 - LOUCKS W:\2021\21007A\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 Site PlanPlotted: 09 /30 / 2021 9:48 AM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CRYSTAL VISION CLINIC Crystal, MN CRYSTAL VISION CLINIC C2-1 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 L1-1 L1-2 SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY & WATERMAIN STORM SEWER CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE PLAN & DETAILS N SCALE IN FEET 0 20 40 SITE PLAN C2-1 N 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 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 TOLL FREE: 1-800-252-1166TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! 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. DENOTES CONCRETE PAVEMENT DENOTES BITUMINOUS PAVEMENT PAVEMENT LEGEND ZONING:C - COMMERCIAL ADDRESS: 5736 LAKELAND AVE. NORTH LEGAL DESCRIPTION:Lot 2, Block 1, EMBERS 2ND ADDITION, according to the recorded plat thereof, Hennepin County, Minnesota. Absract Property. PROPERTY AREA:46,747 SF EXISTING IMPERVIOUS AREA:0 SF (0.00%) PROPOSED IMPERVIOUS AREA:32,253 AC. (69.0%) 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' WITH A 24' WIDE TWO WAY DRIVE OR 9'X18' WITH CURB OVERHANG 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.THE GAP BETWEEN THE SIDEWALK AND CONCRETE CURB (B612 OR FLUSH CURB) TO BE A MAXIMUM OF 14" WITH TYPICAL PRE-MOLDED EXPANSION JOINT MATERIAL - NO PLASTIC INSETS. 9. ALL DRIVE LANES TO BE HEAVY-DUTY BITUMINOUS PAVEMENT AND PARKING STALLS TO BE STANDARD DUTY BITUMINOUS. SEE DETAIL ON C8-2. 10. All SNOW THAT CAN NOT BE STORED ONSITE MUST BE REMOVED. SNOW IS NOT ALLOWED IN RAIN GARDEN. 11. ALL PARKING LOT STRIPING OTHER THAN ADA STRIPING TO BE THE COLOR WHITE AND 4" IN WIDTH. 12. AS ALLOWED BY CITY CODE SECTION 520.15, SUBD. 11 (K), THE CITY HAS DETERMINED THAT A NON-IMPEDED ACCESS DRIVEWAY IS NOT RELEVANT TO THIS SITE DEVELOPMENT SINCE COLORADO AVE. N. DOES NOT HAVE THE TRAFFIC VOLUMES TO WARRANT SUCH A REQUIREMENT. OFF-STREET PARKING CALCULATIONS PROPOSED ACCESSIBLE SURFACE PARKING:4 STALLS REQUIRED ACCESSIBLE PARKING: 3 STALLS** **REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 51 TO 75 STALLS ACCESSIBLE PARKING 10,700 GROSS SF OF BUILDING PROPOSED SURFACE STALLS = 57 CALCULATION: 4 + (1 PER 250 SF) = 47 MIN. 47 X 1.1 (10% OVERAGE) = 52 MAX. (VARIENCE IS REQUESTED) SITE NOTES SITE DATA DENOTES HEAVY DUTY CONCRETE PAVEMENT LOCATION MAP SITE LOCATION 8 8 8 871.70 871.95 872.27 872.49 872.23 872.16874.51873.03873.48 873.91 873.96 873.46 874.46 874.61 875.00 874.54 874.62 875.04 875.49 875.32875.32 875.32 875.49 875.09 873.20 872.94 872.87 872.26 874.57 874.15 873.87 873.24 873.64 873.73 873.94 876.13 875.80 873.90 PROPOSED BUILDING FFE - 876.13 872.56 8 5.1% 3.7% 2.8%1.5%1.5%1.5%1.0%1.0%1.9%2.2%2.0%2.0%2.3%2.3%2.5%2.3%1.7%2.0% 2.0% 2.4% 2.2% 1.5%3.3%2.3%874.59 1.3% 876.06 876.13 876.13 875.80 875.97 875.63 876.04 875.64 873.75 875.12 876.00 869.60 87587487 5 874 8 7 5 87 4 870869871872873873874874.90 3.5% 3. 4 %872874.50 874 874 873874876873 874 872 873 876 873 874 873 8708695.0% 1.0%2.7%875.32 1. 8 % 875.352.8%8888873.20 8 8 8 8 8 8 8 875.97 875.80 875.80 876.13875.81 875.80 1.5% 876.13 875.80 876.04 875.77 875.12 875.58 875.67 875.86 875.86 876.04 876.08 876.00875.95 1.0 % 875 873 874 8884 4 4 4 870869 871 872873872TW=873.00 GW=873.00 TW=873.00 GW=873.00875872873869869868.5868.5TW=874.50 GW=870.00 GW=870.00 TW=875.00 GW=870.00 TW=875.00 GW=870.00 TW=874.00 873874875 874.87 1.8% 4. 2% TIE INTO EXISTING CURB/GUTTER TIE INTO EXISTING CURB/GUTTER RAIN GARDEN HWL=871.26 BOTTOM=868.50 OUTLET ELEV=869.60 08/06/21 CITY SUBMITTAL 09/14/21 CITY RESUBMITTAL 09/30/21 CITY RESUBMITTAL Review Date SHEET INDEX License No. Date 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 Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.15240.0C PJD DDL PJD 09/30/21 - LOUCKS W:\2021\21007A\CADD DATA\CIVIL\_dwg Sheet Files\C3-1 Gading PlanPlotted: 09 /30 / 2021 9:48 AM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CRYSTAL VISION CLINIC Crystal, MN CRYSTAL VISION CLINIC C2-1 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 L1-1 L1-2 SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY & WATERMAIN STORM SEWER CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE PLAN & DETAILS N SCALE IN FEET 0 20 40 GRADING PLAN C3-1 N 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 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 TOLL FREE: 1-800-252-1166TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! 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. GRADING & DRAINAGE 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), AND "GW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 5.RETAINING WALLS OVER 4 FEET IN HEIGHT WILL REQUIRE A BUILDING PERMIT. 6.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 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.TEMPORARY OR PERMANENT MULCH BE UNIFORMLY APPLIED BY MECHANICAL OR HYDRAULIC MEANS AND STABILIZED BY DISC-ANCHORING OR THE USE OF HYDRAULIC SOIL STABILIZERS. 12.TEMPORARY VEGETATIVE COVER CONSISTING OF A SUITABLE, FAST-GROWING, DENSE GRASS SEED MIX SPREAD AT A MINIMUM AT THE MNDOT-SPECIFIED RATE PER ACRE. IF TEMPORARY COVER IS TO REMAIN IN PLACE BEYOND THE PRESENT GROWING SEASON, TWO-THIRDS OF THE SEED MIX SHALL BE COMPOSED OF PERENNIAL GRASSES. 8 8 8 PROPOSED BUILDING FFE - 876.13 8 87587487 5 874 8 7 5 87 4 870869871872873873874872874 874 873874876873 874 872 873 876 873 874 873 87086988888 8 8 8 8 8 8 875 873 874 888870869 871 872873872875872873869 869868.5868.5873874875 EROSION CONTROL FABRIC (SEE DETAIL) INLET PROTECTION (SEE DETAIL) ROCK CONSTRUCTION ENTRANCE (SEE DETAIL) INLET PROTECTION TYP. (SEE DETAIL) RIP RAP TYP. SILT FENCE TYP. (SEE DETAIL) SILT FENCE TYP. (SEE DETAIL) 08/06/21 CITY SUBMITTAL 09/14/21 CITY RESUBMITTAL 09/30/21 CITY RESUBMITTAL Review Date SHEET INDEX License No. Date 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 Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.15240.0C PJD DDL PJD 09/30/21 - LOUCKS W:\2021\21007A\CADD DATA\CIVIL\_dwg Sheet Files\C3-2 SWPPPPlotted: 09 /30 / 2021 9:48 AM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CRYSTAL VISION CLINIC Crystal, MN CRYSTAL VISION CLINIC C2-1 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 L1-1 L1-2 SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY & WATERMAIN STORM SEWER CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE PLAN & DETAILS N SCALE IN FEET 0 20 40 SWPPP C3-2 N 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 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 TOLL FREE: 1-800-252-1166TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! 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. INLET PROTECTION SILT FENCE EROSION CONTROL BLANKET ROCK CONSTRUCTION ENTRANCE SWPPP LEGEND 08/06/21 CITY SUBMITTAL 09/14/21 CITY RESUBMITTAL 09/30/21 CITY RESUBMITTAL Review Date SHEET INDEX License No. Date 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 Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.15240.0C PJD DDL PJD 09/30/21 - LOUCKS W:\2021\21007A\CADD DATA\CIVIL\_dwg Sheet Files\C3-3 SWPPP NotesPlotted: 09 /30 / 2021 9:49 AM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CRYSTAL VISION CLINIC Crystal, MN CRYSTAL VISION CLINIC C2-1 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 L1-1 L1-2 SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY & WATERMAIN STORM SEWER CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE PLAN & DETAILS SWPPP NOTES C3-3 1.THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A MEDICAL OFFICE BUIDLING, SURFACE PAVEMENTS, AND UTILITIES. 2.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 1.INSTALL VEHICLE TRACKING BMP 2.INSTALL PERIMETER EROSION CONTROL AROUND SITE 3.CLEAR AND GRUB SITE 4.STRIP AND STOCKPILE TOPSOIL 5.REMOVE PAVEMENTS AND UTILITIES 6.CONSTRUCT STORMWATER MANAGEMENT FACILITY/FACILITIES 7.ROUGH GRADE SITE 8.IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE 9.INSTALL UTILITIES 10.INSTALL BUILDING FOUNDATIONS 11.INSTALL CURB AND GUTTER 12.INSTALL PAVEMENTS AND WALKS 13.INSTALL MINOR UTILITIES 14.FINAL GRADE SITE 15.REMOVE ACCUMULATED SEDIMENT FROM STORMWATER SYSTEMS 16.SEED AND MULCH 17.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:±1.27 AC PRE-CONSTRUCTION IMPERVIOUS AREA:±0 AC POST-CONSTRUCTION IMPERVIOUS AREA:±0.73 AC GENERAL SOIL TYPE:SEE GEOTECHNICAL EVALUATION REPORT 4.THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 5.ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) SHALL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. 6.ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. 7.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. INLET PROTECTION WITH IN RIGHT OF WAY TO BE CONSISTANTLY MONITORED TO MAKE SURE INLET PROTECTION IS IN GOOD WORKING ORDER AND EMERGENCY OVERFLOWS ARE NOT BLOCKED BY DEBRIS. 8.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 11.TEMPORARY OR PERMANENT MULCH BE UNIFORMLY APPLIED BY MECHANICAL OR HYDRAULIC MEANS AND STABILIZED BY DISC-ANCHORING OR THE USE OF HYDRAULIC SOIL STABILIZERS. 12.TEMPORARY VEGETATIVE COVER CONSISTING OF A SUITABLE, FAST-GROWING, DENSE GRASS SEED MIX SPREAD AT A MINIMUM AT THE MNDOT-SPECIFIED RATE PER ACRE. IF TEMPORARY COVER IS TO REMAIN IN PLACE BEYOND THE PRESENT GROWING SEASON, TWO-THIRDS OF THE SEED MIX SHALL BE COMPOSED OF PERENNIAL GRASSES. 13.SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 14.SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 15.NO EXTERNAL WASHING OF CONSTRUCTION VEHICLES IS ALLOWED ON THE SITE. 16.NO ENGINE DEGREASING IS ALLOWED ON SITE. WASHING OF VEHICLES ON SITE IS NOT ALLOWED. 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: A.FINAL STABILIZATION, PER NPDES PERMIT PART IV.G. HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. B.TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. 15. INSPECTIONS A.INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS REQUIRED. B.EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT. C.STABILIZED AREAS: ONCE EVERY 30 DAYS D.FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. E.INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. F.CONTRACTOR TO INSPECT THE UNDERGROUND STORM SYSTEM UPON COMPLETION OF PROJECT. 16. 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 F.STREETS TO BE SWEPT AS NECESSARY TO LIMIT DEBRIS FROM REACHING STORM INLETS WITH IN RIGHT OF WAY. G.CONTRACTOR SHALL BE RESPONSIBLE TO INSPECT AND MAINTAIN INLET PROTECTION PLACED WITHIN THE PUBLIC RIGHT OF WAY UNTIL FINAL STABILIZATION IS ACHIEVED. CONTRACTOR SHALL CONSISTENTLY MAKE SURE INLET PROTECTION IS IN GOOD WORKING ORDER AND EMERGENCY OVERFLOWS ARE NOT BLOCKED OF DEBRIS. 17.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 AS SITE CONDITIONS REQUIRE, OR AT THE DIRECTION OF THE CITY. 18.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. 19.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. 19.CONCRETE WASHOUT AREAS ARE NOT ALLOWED ON SITE. MATERIALS MUST REMAIN ON THE TRUCKS, ALL SPILLS MUST BE CLEANED UP IMMEDIATELY. 20.IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 21.PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 22.FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY. 23.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 CITY REQUIRES THAT WSB & ASSOCIATES TO PREFORM NPDES INSPECTIONS DURING THE CONSTRUCTION PHASE. THE COST OF THE INSPECTIONS WILL BE PAID FOR BY THE OWNER. THIS IS A REQUIREMENT FOR RELEASE OF THE BUILDING PERMIT. CONTACT:__________________________________ COMPANY: __________________________________ PHONE: __________________________________ 24.THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS-BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. SWPPP NOTES CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP ESTIMATED QUANTITIES DESCRIPTION UNIT TEMPORARY ROCK CONSTRUCTION ENTRANCEEA SILT FENCE LF INLET PROTECTION EA QUANTITY 1 740 5 EROSION CONTROL BLANKET CY 430 BIO-ROLLS LF - 1 MILE RADIUS VICINITY MAP SITE LOCATION SILT FENCE FLOW 6" 6" NOTES: 1.PLACE BOTTOM EDGE OF FENCE INTO 6 IN DEEP TRENCH AND BACKFILL IMMEDIATELY. 2.POSTS SHALL BE: ·6 FT MAX. SPACING. ·2 IN X 2IN HARDWOOD, OR STANDARD STEEL T-TYPE FENCE POSTS. ·5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE GROUND. 3.ATTACH FABRIC TO WOOD POST WITH A MIN. OF 5, 1 INCH LONG STAPLES. 4.ATTACH FABRIC TO STEEL POST WITH A MIN. OF 3 ZIP TIES IN TOP 8 INCHES OF FABRIC. GEOTEXTILE FABRIC PER MNDOT 3886 GEOTEXTILE FABRIC PER MNDOT 3886 DRAWN 2/2016 LOUCKS PLATE NO. 3000LOUCKS HARD SURFACE PUBLIC ROAD 2' MINIMUM 1" TO 2" WASHED ROCK 50' M I N I M U M AS RE Q UI R E D4:1 4:1 6" MINIMUM ROCK ENTRANCE TO CONSTRUCTION SITE NOTES: 1.ROCK SIZE SHOULD BE 1" TO 2" IN SIZE SUCH AS MN/DOT CA-1 OR CA-2 COURSE AGGREGATE. (WASHED) 2.A GEOTEXTILE FABRIC MAY BE USED UNDER THE ROCK TO PREVENT MIGRATION OF THE UNDERLYING SOIL INTO THE STONE. DRAWN 2/2016 LOUCKS PLATE NO. 3004LOUCKS INLET PROTECTION - LOW FLOW AREA CATCH BASIN/ MANHOLE FLANGES 12" SEDIMENT CONTROL SHROUD WITH FRAME NOTE: ·THE SEDIMENT CONTROL BARRIER SHALL BE A POLYETHYLENE RISER SIZED TO FIT INSIDE THE CATCH BASIN/MANHOLE; HAVE PERFORATIONS TO ALLOW FOR WATER INFILTRATION; HAVE AN OVERFLOW OPENING, FLANGES AND A LID/COVER. ·INFRASAFE SEDIMENT CONTROL BARRIER. GROUND LINE 1"-2" CLEAN FILTER AGGREGATE DRAWN 2/2016 LOUCKS PLATE NO. 3013LOUCKSEROSION 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 8 8 8 PROPOSED BUILDING FFE - 876.13 8 88888 8 8 8 8 8 8 8884 4 4 4868.5868.5CONNECT TO EXISTING SANITARY MAIN WITH AN WYE PER CITY STANDARDS. VERIFY EXACT LOCATION AND INVERT OF EXISTING SANITARY MAIN. 6" FIRE SERVICE. COORDINATE EXACT LOCATION AND INVERT WITH MECHANICAL. 6" DOMESTIC SERVICE. COORDINATE EXACT LOCATION AND INVERT WITH MECHANICAL. 47 LF - 6" PVC @1.00% CONNECT TO EXISTING WATERMAIN WITH 6" FIRE SERVICE AND GATE VALVE & 6" DOMESTIC SERVICE AND GATE VALVE PER CITY STANDARDS. VERIFY EXACT LOCATION AND INVERT OF EXISTING WATER MAIN. SAN SERVICE INV=866.00± COORDINATE EXACT LOCATION AND INVERT WITH MECHANICAL. 6x6x6 TEE FIRE HYDRANT FDC 08/06/21 CITY SUBMITTAL 09/14/21 CITY RESUBMITTAL 09/30/21 CITY RESUBMITTAL Review Date SHEET INDEX License No. Date 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 Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.15240.0C PJD DDL PJD 09/30/21 - LOUCKS W:\2021\21007A\CADD DATA\CIVIL\_dwg Sheet Files\C4-1 Sanitary And WatermainPlotted: 09 /30 / 2021 9:49 AM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CRYSTAL VISION CLINIC Crystal, MN CRYSTAL VISION CLINIC C2-1 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 L1-1 L1-2 SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY & WATERMAIN STORM SEWER CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE PLAN & DETAILS N SCALE IN FEET 0 20 40 SANITARY & WATERMAIN PLAN C4-1 N 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 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 TOLL FREE: 1-800-252-1166TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! 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. 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), 2013 EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. 6.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 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 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8.PROPOSED PIPE MATERIALS: WATERMAIN CL 52 DIP 6" TO 8" DIAMETER SANITARY SEWER PVC SDR 35 & SCH 40 6" TO 8" DIAMETER STORM SEWER DUAL WALL HDPE 12" TO 15" DIAMETER 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, PART 4715.2820 10.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 11.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: a.PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. b.PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. c.ALL FITTINGS MUST COMPLY WITH ASTM D3212. d.WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. 12. CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2-INCHES BELOW THE RIM ELEVATION DEPICTED ON THE UTILITY PLAN. 13.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. 14.THE CITY SHALL OPERATE ALL GATE VALVES. 15.CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE DRILLING THE MANHOLE AT THE PROPOSED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN INVERT FOR THE NEW SEWER LINE. 16.PIPE LENGTHS SHOWN ON THE PLAN INCLUDE THE APRON SECTION. 17.WATERMAIN PIPE SHALL BE DIP CLASS 52, INSTALLED WITH 7.5 FEET OF COVER TO TOP PIPE. FITTINGS SHALL BE COMPACT TYPE. PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING. CONDUCTIVITY SHALL BE PROVIDED BY WELDED STRAPS ACROSS EACH JOIN.T 18.TRENCH COMPACTION SHALL BE 95% STANDARD PROCTOR DENSITY IN THE AREA FROM THE PIPE ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND 100% IN FINAL 3 FEET OF THE BACKFILL TO FINISH GRADE. UTILITY NOTES 8 8 8 PROPOSED BUILDING FFE - 876.13 8 88888 8 8 8 8 8 8 8884 4 4 4868.5868.5FES WITH RIPRAP INV=868.50 4" PERFORATED DRAINTILE @ 0.00% (TYP) ROOF DRAIN INV=868.8 VERIFY EXACT INVERT AND LOCATION WITH MECHANICAL CBMH 3 RIM=873.03 INV=869.04 (12") W INV=868.85 (15") E CBMH 2 RIM=873.20 INV=869.11 69 LF - 12" STORM @ 0.10% 99 LF - 12" PVC SCH 40 @ 0.10% CBMH 4 RIM=872.16 INV=868.62 3' SUMP=865.62 5 LF - 12" STORM @ 2.00% 78 LF - 15" STORM @ 0.15% RAIN GARDEN HWL=871.26 BOTTOM=868.50 OUTLET ELEV=869.60 CBMH 6 RIM=869.6 INV=867.00 (4") NW INV=867.00 (10") E CAP DRAINTILE INSIDE CB. ONLY TO BE UNCAPPED IF BASIN DOES NOT INFILTRATE IN 48 HOURS 21 LF - 6" PVC @ 0.83% CONNECT 10" PVC INTO EXISTING CB AT EXISTING 12" INV=866.85. FIELD VERIFY EXISTING INVERT AND LOCATION CB 1 RIM=872.00 INV=869.21 152 LF - 15" STORM @ 0.15% CLEANOUT RIM=869.80 INV=867.00 CLEANOUT RIM=869.80 INV=867.00 CLEANOUT RIM=870.80 INV=867.00 08/06/21 CITY SUBMITTAL 09/14/21 CITY RESUBMITTAL 09/30/21 CITY RESUBMITTAL Review Date SHEET INDEX License No. Date 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 Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.15240.0C PJD DDL PJD 09/30/21 - LOUCKS W:\2021\21007A\CADD DATA\CIVIL\_dwg Sheet Files\C4-2 Storm Sewer PlanPlotted: 09 /30 / 2021 9:49 AM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CRYSTAL VISION CLINIC Crystal, MN CRYSTAL VISION CLINIC C2-1 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 L1-1 L1-2 SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY & WATERMAIN STORM SEWER CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE PLAN & DETAILS N SCALE IN FEET 0 20 40 STORM SEWER PLAN C4-2 N 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 373PARKING SETBACK LINE BUILDING SETBACK LINE 2 FENCE FLARED END SECTION POST INDICATOR VALVE BENCHMARK SOIL BORING 3DIRECTION OF FLOW 1.0% 972.5 TOLL FREE: 1-800-252-1166TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! 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. 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), 2013 EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITES UNLESS OTHERWISE NOTED. 6.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 7.5 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 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8.PROPOSED PIPE MATERIALS: WATERMAIN CL 52 DIP 6" TO 8" DIAMETER SANITARY SEWER PVC SDR 35 & SCH 40 6" TO 8" DIAMETER STORM SEWER DUAL WALL HDPE 12" TO 15" DIAMETER 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, PART 4715.2820 10.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 11.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: a.PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. b.PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. c.ALL FITTINGS MUST COMPLY WITH ASTM D3212. d.WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. 12. CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2-INCHES BELOW THE RIM ELEVATION DEPICTED ON THE UTILITY PLAN. 13.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. 14.THE CITY SHALL OPERATE ALL GATE VALVES. 15.CONNECTIONS TO EXISTING MANHOLES SHALL BE MADE BY CORE DRILLING THE MANHOLE AT THE PROPOSED INVERT ELEVATIONS AND INSTALLING A RUBBER BOOT. GROUT IN THE BOOT AND AN INVERT FOR THE NEW SEWER LINE. 16.PIPE LENGTHS SHOWN ON THE PLAN INCLUDE THE APRON SECTION. 17.WATERMAIN PIPE SHALL BE DIP CLASS 52, INSTALLED WITH 7.5 FEET OF COVER TO TOP PIPE. FITTINGS SHALL BE COMPACT TYPE. PIPE AND FITTINGS SHALL HAVE A CEMENT MORTAR LINING. CONDUCTIVITY SHALL BE PROVIDED BY WELDED STRAPS ACROSS EACH JOIN.T 18.TRENCH COMPACTION SHALL BE 95% STANDARD PROCTOR DENSITY IN THE AREA FROM THE PIPE ZONE TO WITHIN 3 FEET OF FINISHED GRADE AND 100% IN FINAL 3 FEET OF THE BACKFILL TO FINISH GRADE. UTILITY NOTES 08/06/21 CITY SUBMITTAL 09/14/21 CITY RESUBMITTAL 09/30/21 CITY RESUBMITTAL Review Date SHEET INDEX License No. Date 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 Engineer under the laws of the State of Minnesota. PJ Disch - PE 49933 Project Lead Drawn By Checked By Loucks Project No.15240.0C PJD DDL PJD 09/30/21 - LOUCKS W:\2021\21007A\CADD DATA\CIVIL\_dwg Sheet Files\C8-1 Civil DetailsPlotted: 09 /30 / 2021 9:49 AM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CRYSTAL VISION CLINIC Crystal, MN CRYSTAL VISION CLINIC C2-1 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 L1-1 L1-2 SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY & WATERMAIN STORM SEWER CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE PLAN & DETAILS CIVIL DETAILS C8-1 2" BIT. WEAR COURSE, MN/DOT 2360 SPWEA240B TACK COAT, MN/DOT 2357 3-1/2" BIT. NON-WEAR COURSE, MN/DOT 2360 SPNWB230B 6" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE STANDARD BITUMINOUS PAVEMENT SECTION PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT BY BRAUN, DATED JULY 22 ,2021 DRAWN 12/2016 LOUCKS PLATE NO. 2031LOUCKS 2" BIT. WEAR COURSE, MN/DOT 2360 SPWEA240B TACK COAT, MN/DOT 2357 2" BIT. NON-WEAR COURSE, MN/DOT 2360 SPNWB230B 6" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE HEAVY DUTY BITUMINOUS PAVEMENT SECTION DRAWN 12/2016 LOUCKS PLATE NO. 2032LOUCKS PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT BY BRAUN, DATED JULY 22 ,2021 SLOPE GUTTER TO MATCH PARKING LOT DRAINAGE (3/4" PER FT. TYP.) TIP GUTTER OUT AS REQ'D PAVEMENT SECTION VARIES MIN. OF 4" 3/8 " LIP MINIMUM 1' BEHIND BACK OF CURBAGG. BASE UNDER CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) 7" 12"8" AGG. BASE VARIES 1/2" RAD. 20" FLAT CURB AND GUTTER (12") SPECIFICATION NOTES: 1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2.EXPANSION JOINTS AT MAX. SPACING OF 200'. 3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. 4.THE GAP BETWEEN THE SIDEWALK AND CONCRETE CURB (B612 OR FLUSH CURB) TO BE A MAXIMUM OF 14" WITH TYPICAL PRE-MOLDED EXPANSION JOINT MATERIAL - NO PLASTIC INSETS. DRAWN 2/2016 LOUCKS PLATE NO. 2012LOUCKS 8" COMPACTED AGGREGATE BASE CL. 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE 7" CONCRETE MN/DOT 2301 HEAVY DUTY CONCRETE PAVEMENT SECTION NOTES: 1.CONCRETE 6" THICK OR LESS SHALL BE REINFORCED WITH WELDED WIRE FABRIC OR REINFORCING BARS. CONCRETE 7" THICK OR GREATER SHALL BE REINFORCED PER GEOTECHNICAL RECOMMENDATIONS. 2.SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). 3.SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS. DRAWN 12/2016 LOUCKS PLATE NO. 2033LOUCKSCONCRETE SIDEWALK SECTION 4" CONCRETE WALK MN/DOT 2521 4" GRANULAR MATERIAL MN/DOT 3149 DRAWN 12/2016 LOUCKS PLATE NO. 2034LOUCKSTYPICAL ADA PARKING STALL STRIPING DRAWN 03/2017 LOUCKS PLATE NO. 2037LOUCKS LCC 4" WIDE PAINTED LINES, TRAFFIC WHITE 4" WIDE PAINTED LINES, 18" O.C., @ 45 DEG. TRAFFIC WHITE (AISLE TO CONTAIN THE DESIGNATION "NO PARKING" COMPLYING WITH MSBC 1341.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN REFER TO SITE PLAN FOR ADA PARKING SIGN LOCATION REFER TO SITE PLAN FOR ACCESS AISLE SIGN LOCATION (AISLE TO CONTAIN THE DESIGNATION "NO PARKING" COMPLYING WITH MSBC 134.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN) REFER TO SITE PLAN FOR STALL DIMENSIONS 40"PROVIDE PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EACH DESIGNATED HANDICAP PARKING STALL. CENTER SYMBOL IN STALL. HC SIGNAGE PER MINNESOTA RULES 1341.0502 ALL LINES 4" WIDE 8" DIAMETER NOT TO SCALE 67.5° 5° 36" VANACCESSIBLE 60"48"18" DIA. TYPICAL ADA PARKING SIGN / BOLLARD COMBO 12"x18" STANDARD HANDICAP PARKING SIGN WITH SEPARATE 'VAN ACCESSIBLE' PANEL. GREEN LETTERING AND BORDER ON WHITE BACKGROUND. SYMBOL OF ACCESSIBILITY SHALL BE 4"x4" AND BE WHITE ON A BLUE BACKGROUND. USE HARDWARE PER SIGN SUPPLIER'S RECOMMENDATIONS. HC SIGNAGE PER MINNESOTA RULES 1341.0502 12"x6" STANDARD 'VAN ACCESSIBLE' PANEL. GREEN LETTERING AND BORDER ON WHITE BACKGROUND. VAN ACCESSIBLE SIGNAGE IS ONLY REQUIRED WHEN THERE IS A HEADROOM ISSUE OR ANGLED PARKING IS PROVIDED. 2" SQUARE POST PAINTED BLACK EMBED IN CONCRETE COMPACTED OR UNDISTURBED SUBGRADE. NOTES: 1.SIGN TO BE PLACED 12" BEHIND BACK OF CURB OR SIDEWALK (REFER TO SITE PLAN.) 2.MAINTAIN PLUMB UNTIL CONCRETE IS SUFFICIENTLY CURED. 3.HOLD CONCRETE FOOTING BELOW GRADE OF FINISHED CONCRETE TO CREATE FINAL PAVING PATTERN AS SHOWN ON PLANS. 4.SIGN CENTERED AT HEAD OF PARKING SPACE - MAXIMUM OF 96" FROM HEAD OF PARKING SPACE. DRAWN 03/2017 LOUCKS PLATE NO. 2038ALOUCKS6"18"6"VIOLATORS ARE SUBJECTTO A FINE OF UP TO$ 200.00 PARKINGRESERVED 1/2" STEEL DOWEL (2 PER CURB) PRE-DRILL HOLE & SECURE W/ EPOXY 9" 7.0' 3" 6" MIN 9" 5.5" 4" 3" STOP BLOCK DOWEL HOLE (5/8") SIGN POST HOLE (IF REQUIRED) (1.5" DIA., 5.5" DEPTH) (SECURE POST WITH EPOXY) DRAWN 2/2016 LOUCKS PLATE NO. 2019LOUCKS STANDARD GUTTER 8"A 6" 13.5" 12" RAD. 24"B624 B618 18" B612 12" CURB TYPE "A" MIN. OF 4" AGG. BASE UNDER CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) 3/8 " LIP 3" RAD. 1 3 3" RAD. AGG. BASE VARIES PAVEMENT SECTION VARIES SEE PAVEMENT SECTION DETAIL SLOPE GUTTER TO MATCH PARKING LOT DRAINAGE (3/4" PER FT. TYP.) TIP GUTTER OUT AS REQ'D B6 STYLE CONCRETE CURB AND GUTTER MINIMUM 1' BEHIND BACK OF CURB 7" SPECIFICATION NOTES: 1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2.EXPANSION JOINTS AT MAX. SPACING OF 200'. 3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. DRAWN 2/2016 LOUCKS PLATE NO. 2009LOUCKS "HYDRANTFINDER" SHALL BE INSTALLED ON THE TOP OF THE UPPER FLANGE ON THE REAR BOLTS. INSTALL PLASTIC COMPOSITE HYDRANTFINDERS ONLY. EXPOSED FIBERGLASS AND METAL HYDRANTFINDERS SHALL NOT BE USED. INSTALL ADAPTOR INC.'S VALVE BOX ADAPTOR #6 BASE OR APPROVED EQUAL 6" AMERICAN FLOW CONTROL 2500 SERIES RESILIENT WEDGE TYPE GATE VALVE OR APPROVED EQUAL. HYDRANT AND GATE VALVE INSTALLATION NOTES: 1.GATE VALVES ARE REQUIRED WITH ALL HYDRANTS. 2.THRUST BLOCKING REQUIRED BEHIND ALL HYDRANTS. 3.ALL BOLTS, T-BOLTS, NUTS AND RODDING INSTALLED BELOW GRADE SHALL BE ASTM F593 TYPE 316 STAINLESS STEEL. THIS INCLUDES HYDRANTS AND VALVES. CONCRETE BLOCKCONCRETEBLOCK MEGALUG UNDISTURBED SOIL CONCRETE BLOCK 7.5' MIN. COVER ON WATERMAIN MEGALUG 1 CUBIC YARD GRAVEL OR CRUSHED ROCK WITH 2 LAYERS OF 4 MIL POLY. (2/3 OF MATERIAL BELOW HYDRANT)2.5'16"TRAFFICFLANGE2-1/2" HOSE CONNECTION (NATIONAL STANDARD THREAD) CAPS TO BE CHAINED (PENTAGON NUT ON CAPS) 4-1/2" PUMPER CONNECTION (NATIONAL STANDARD THREAD) NATIONAL STANDARD OPERATING NUT 3'-0"2'-0" FINISHED BOULEVARD GRADE SEE STANDARD PLATE 4601 FOR APPROVED TYPES OF GATE VALVE BOXES DRAWN 12/2016 LOUCKS PLATE NO. 4600LOUCKS INFILTRATION BASIN NOT TO SCALE GRASS PRE-TREATMENT STRIP UNDISTURBED, UNCOMPACTED INSITU SOIL MULCH (MnDOT TYPE 1) MIN. PLANTING MEDIUM DEPTH 1.5' WITH A WELL BLENDED MIXTURE (BY VOLUME): 70% HOMOGENOUS CONSTRUCTION SAND 30% ORGANIC LEAF COMPOST 0% NATIVE TOPSOIL NON-WOVEN GEOTEXTILE (MnDOT TYPE 1) OVER GRAVEL BLANKET - EXTENDING 1-2' FROM UNDERDRAIN PIPE SIDES. UNDERDRAIN GRAVEL BLANKET 1-1.5" DOUBLE WASHED STONE OR 14"-12" WASHED RIVER RUN PEA GRAVEL 4" PERFORATED UNDERDRAIN OUTLET PIPE. 1-2'1.5'3H:1L MAX. Biofiltration.dwg . C8-1 1'-4"VARIABLE6"3"6"4.0' OUTLET FLOW 3'MIN.2" 0"-8" 2" NYLOPLAST SNOUT STRUCTURE OR APPROVED EQUAL. CONCRETE ADJUSTING RINGS, MIN. 4" - MAX. 10" NOTE: 24"x36" SLAB OPENING FOR NEENAH R-3067 CASTING WITH D.L., D.R. OR TYPE V GRATE. 27" ɸ SLAB OPENING FOR NEENAH R-3250 & R-1733 CASTING. DRAWN 12/2013 LOUCKS PLATE NO. 4304SUMP CATCH BASIN / MANHOLE MINIMUM SLAB THICKNESS IS 6" FOR 14' DEPTH. INCREASE THICKNESS 1" FOR 4' OF DEPTH GREATER THAN 14'. PRECAST CONCRETE MANHOLE SECTIONS WITH "O"-RING RUBBER GASKETS. SLAB TOP TO BE SET IN A MORTAR BED. 6" PRECAST REINFORCED CONCRETE SLAB. STEPS 16" O.C. ON DOWNSTREAM SIDE. EXTRUDED ALUMINUM OR STEEL REINFORCED COPOLYMER PLASTIC.6"PREFORMED OR CORE DRILLED HOLES REQUIRED FOR SUBDRAIN CONNECTIONS. GROUT INSIDE AND OUT AROUND SUBDRAIN. TRIM DRAIN TILE BACK TO WALL. DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND INSIDE. CONCRETE ADJUSTING RINGS, MIN. 4" - MAX. 10" DRAWN 12/2013 LOUCKS PLATE NO. 43022'x3' CATCH BASIN (MAX. DEPTH 4.5') (NEENAH CASTING NO. R-3067 WITH TYPE DR, DL, OR TYPE V GRATE OR APPROVED EQUAL)DIRECTION OF MAJOR FLOW (TYPE DL GRATE) NOTES: 1.EXPANSION MATERIAL TO BE PLACED IN FIRST CURB JOINT, BOTH SIDES OF CATCH BASIN. 2.RECESS CATCH BASINS 2" BELOW GUTTER GRADE LINE. 3.FOR SURMOUNTABLE CURB, PROVIDE FACE OF CURB TRANSITION EXTENDING 10' ON EACH SIDE OF CATCH BASIN TO MATCH CASTING. 5" PRECAST REINFORCED CONCRETE IF STRUCTURE BASE IS LESS THAN 48" BELOW FINISHED GRADE, PLACE GRANULAR MATERIAL UNDER STRUCTURE, FOR A MINIMUM OF 48" BELOW FINISHED GRADE. NOTE: USE 4 FOOT DIAMETER CATCH BASIN MANHOLE WHEN DEPTH EXCEEDS 4.5 FEET. 3" 36" 6" 24 "36" 4" 31 "43" 6" 17 - 1 / 2 " 35-1/ 2 " ADJUST CASTING TO 14" - 12" BELOW FINISHED GRADE, TYPICAL FOR ALL CASTINGS IN PAVEMENT OFF ROAD MARKERM H INSTALL WHEN M.H. IS PLACED OUTSIDE OF THE ROADWAY. STANDARD STORM SEWER MANHOLE WITH CONE SECTION FLOWAS REQUIRED1'-4"2" 0"-8" 2" 27" 48"4'CONCRETE ADJUSTING RINGS, MIN. 4" - MAX. 10" MANHOLE CASTING FRAME AND COVER-NEENAH R-1733 OR APPROVED EQUAL. INCLUDES SOLID LID & "STORM SEWER" LETTERING. RUBBER GASKETS BETWEEN EACH JOINT IN MANHOLE SECTIONS. 1.WHERE WATER MAY STAND, TOP OF MH SHALL BE 2 FEET ABOVE GROUND, AND/OR 2 FEET ABOVE THE 100 YEAR STORM WATER LEVEL. 2.ON MANHOLES 8' DEEP AND GREATER A ONE FOOT FOUR INCH (1'-4") PRECAST SECTION SHALL BE PLACED IMMEDIATELY BELOW CONE SECTION. 3.WHEN MANHOLE DEPTH IS LESS THAN 8', A TOP SLAB SHALL BE USED IN PLACE OF THE CONE. TOP SLAB SHALL BE SUITABLE FOR AASHTO HS20 HIGHWAY LOADINGS. THE SLAB SHALL BE SET ON A MORTAR BED. 4.ALL JOINTS BETWEEN SECTIONS SHALL HAVE RUBBER O-RING GASKETS. 5.MINIMUM BASE SLAB THICKNESS, 6" TO 14' DEPTH. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14'. NOTES: STEPS 16" O.C. ON DOWNSTREAM SIDE. EXTRUDED ALUMINUM OR STEEL REINFORCED COPOLYMER PLASTIC. DRAWN 2/2016 LOUCKS PLATE NO. 4300LOUCKS SECTION A-A PLAN SECTION B-B DIA. 2' 2'1 4 LDIA.B B AA RIPRAP 48 15 42 36 30 24 18 12 20 8 10 12 14 18 16 8 >48 22-28 30-40 26 5 6 8 12 22 14 5 IV IV III III III III IV III III MINIMUM RIPRAP REQUIRED GEOTEXTILE FABRIC, TYPE IV EXTEND 1' UNDER APRON RIP-RAP OUT FROM THE APRON SHALL NOT BE HIGHER THAN THE APRON INVERT. RANDOM / HAND PLACED RIPRAP 1' (12"-27" DIA. PIPE) 1.5' (30" AND LARGER PIPE) GEOTEXTILE FABRIC, TYPE IV NOTE: ONE CUBIC YARD IS APPROXIMATELY 1.4 TONS. RIPRAP 1' (12"-27" DIA. PIPE) 1.5' (30" AND LARGER PIPE) 6" GRANULAR FILTER MATERIAL 32-40 32 5 7 10 13 27 17 5 CMP/HDPE QUANTITY (C.Y.) RCP QUANTITY (C.Y.) DIA. OF PIPE (IN.)L (FT.)CLASS 6" GRANULAR FILTER MATERIAL DRAWN 2/2016 LOUCKS PLATE NO. 4308LOUCKS 8 8 8 PROPOSED BUILDING FFE - 876.13 8 87587487 5 874 8 7 5 87 4 870869871872873873874872874 874 873874876873 874 872 873 876 873 874 873 87086988888 8 8 8 8 8 8 875 873 874 8884 4 4 4 870869 871 872873872875872873869 869868.5868.5873874875 1 CH 4 IH 1 CH 1 CH 1 CH 2 RC 5 AE 8 SH 14 SH 8 GAC 2 RC 2 MJJ 4 MJJ 4 RGD 1 YA 2 CV 4 TY 3 TY 9 LPS 14 AUH3 CV 1 YA 15 SD6 MJJ 7 RGD 6 SH 15 SD 6 FG 8 SH 9 FG 4 SH 2 AD 1 YA 6 RGD 7 GAC 4 RGD 13 SH 15 FG 1 RR 2 RC 1 YA 1 CH 9 GAC 5 SG 6 SG 3 GAC 8 MJJ LIMESTONE BOULDER TYP. 12-18" HEIGHT 18"-36" WIDTH/LENGTH EDGER TYP. EDGER TYP. OUTDOOR PATIO (SEE ARCH PLANS) STORM BASIN DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE AE 5 ACCOLADE ELM Ulmus `Morton`B & B 2.5"Cal CH 5 COMMON HACKBERRY Celtis occidentalis B & B 2.5"Cal IH 4 IMPERIAL HONEYLOCUST Gleditsia triacanthos `Impcole` TM B & B 2.5"Cal RR 1 RENAISSANCE REFLECTION BIRCH Betula papyrifera `Renaissance Reflection`B & B 8` HGT ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE RC 6 RED JEWEL CRABAPPLE Malus x `Jewelcole` TM B & B 2"Cal SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE AD 2 ARCTIC FIRE DOGWOOD Cornus sericea `Artic Fire`5 gal 24" HGT CV 5 COMPACT AMERICAN VIBURNUM Viburnum trilobum `Bailey Compact`5 gal 24" HGT GAC 27 GREEN MOUND ALPINE CURRANT Ribes alpinum `Green Mound`5 gal 24" HGT LPS 9 LITTLE PRINCESS SPIREA Spirea japonica `Little Princess`5 gal 24" HGT RGD 21 RED GNOME DOGWOOD Cornus alba sibirica `Red Gnome`5 gal 24" HGT GRASSES QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE FG 30 FEATHER REED GRASS Calamagrostis x acutiflora `Karl Foerster`1 gal SH 53 PRAIRIE DROPSEED Sporobolus heterolepis 1 gal CONIFEROUS SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE MJJ 20 MINT JULEP JUNIPER Juniperus chinensis `Monlep`5 gal 18" SPRD SG 11 SEA GREEN JUNIPER Juniperus chinensis `Sea Green`5 gal 18" SPRD TY 7 TAUNTON YEW Taxus x media `Taunton`5 gal 18" SPRD YA 4 YELLOW RIBBON ARBORVITAE Thuja occidentalis Yellow Ribbon`10 gal 36" HGT PERENNIALS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE AUH 14 AUREOMARGINATA HOSTA Hosta montana `Aureomarginata`1 gal SD 30 STELLA D` ORO DAYLILY Hemerocallis x `Stella de Oro`1 gal PLANT SCHEDULE 08/06/21 CITY SUBMITTAL 09/14/21 CITY RESUBMITTAL 09/30/21 CITY RESUBMITTAL LOUCKS W:\2021\21007A\CADD DATA\LANDSCAPE\_dwg Sheet Files\L1-1 Landscape PlanPlotted: 09 /30 / 2021 9:50 AM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CRYSTAL VISION CLINIC Crystal, MN CRYSTAL VISION CLINIC C2-1 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 L1-1 L1-2 SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY & WATERMAIN STORM SEWER CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE PLAN & DETAILS Review Date SHEET INDEX License No. Date 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 Landscape Architect under the laws of the State of Minnesota. Douglas D. Loken - LA 45591 Project Lead Drawn By Checked By Loucks Project No.15240.0C PJD DDL DDL 09/30/21 - N SCALE IN FEET 0 20 40 LANDSCAPE PLAN L1-1 N TOLL FREE: 1-800-252-1166TWIN CITY AREA: 651-454-0002 Gopher State One Call CALL BEFORE YOU DIG! 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. NATIVE GRASS SEED SOD GROUND COVER LEGEND GENERAL NOTES: CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES. CONTRACTOR TO PROVIDE THE NECESSARY PROTECTION FOR THE UTILITIES BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS. CONTRACTOR TO NOTIFY GENERAL CONTRACTOR OF ANY CONCERNS PRIOR TO INSTALLATION OF PLANTINGS. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. IRRIGATION NOTES: VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IRRIGATION SYSTEM IS NOT TO SPRINKLE ACROSS PAVEMENT NOR SHALL THE SYSTEM SPRINKLE THE BUILDING. THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTING/SOD/SEED HAS BEEN ESTABLISHED. PLANTING BED (SEE DETAILS) PARKING LOT LANDSCAPE AREA: PARKING LOT AREA: 17,618 SF LANDSCAPE AREA IN PARKING LOT: 1,380 SF (7.8%) 08/06/21 CITY SUBMITTAL 09/14/21 CITY RESUBMITTAL 09/30/21 CITY RESUBMITTAL LOUCKS W:\2021\21007A\CADD DATA\LANDSCAPE\_dwg Sheet Files\L1-2 Landscape DetailsPlotted: 09 /30 / 2021 9:50 AM7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CRYSTAL VISION CLINIC Crystal, MN CRYSTAL VISION CLINIC C2-1 C3-1 C3-2 C3-3 C4-1 C4-2 C8-1 L1-1 L1-2 SITE PLAN GRADING PLAN SWPPP SWPPP NOTES SANITARY & WATERMAIN STORM SEWER CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE PLAN & DETAILS Review Date SHEET INDEX License No. Date 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 Landscape Architect under the laws of the State of Minnesota. Douglas D. Loken - LA 45591 Project Lead Drawn By Checked By Loucks Project No.15240.0C PJD DDL DDL 09/30/21 - LANDSCAPE DETAILS L1-2 GENERAL NOTES COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/OR INSTALLATION. PROTECT ALL EXISTING TREES ON SITE SCHEDULED TO REMAIN. IF EXISTING TREES ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. SOIL & GROUNDCOVER ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEAT OR MANURE AND 10 PARTS SAND. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. SEED SHALL BE INSTALLED AND MULCHED AS PER MNDOT SPECS. SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. PLANTINGS INFO ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. FERTILIZER ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE SAUCER. EDGING FOR PLANTING BEDS BLACK METAL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE. PLANTING BED PREPARATION ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO WEED BARRIER. ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH AND FIBER MAT WEED BARRIER. ALL TREES NOT IN PLANTING BEDS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH RING WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SPECIFIED/INDICATED ON DRAWING OR IN SPECIFICATION. INSPECTION AND WARRANTY CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. TIMING OF INSTALLATION UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED/SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. TREES ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. LANDSCAPE INSTALLATION: LOUCKS Deciduous Tree Planting.dwgSCALE: 1/2" = 1'-0" 2x ROOT BALL WIDTH NOTE:CONTRACTOR IS RESPONSIBLE FOR TESTINGPERCOLATION RATES PRIOR TO PLANTING.NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. DECIDUOUS TREE PLANTING SET PLANT ON UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EDGE VARIES WOOD STAKE BACKFILL WITH IN SITU TOPSOIL MULCH - 4" DEEP. NO MULCH IN CONTACT WITH TRUNK - SEE NOTES OR SPECS. ROOT FLARE EVEN WITH OR JUST ABOVE GRADE SAFETY FLAGGING - ONE PER WIRE TREE WRAP TO FIRST BRANCH 16"X2" POLYPROPYLENE OR POLYETHYLENE STRAP NOTES: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE. CUT BACK WIRE BASKET. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. -CONIFEROUS TREE PLANTING LOUCKS Coniferous Tree Planting.dwgSCALE: 1/2" = 1'-0" 2 x ROOT BALL WIDTH NOTE:CONTRACTOR IS RESPONSIBLE FOR TESTINGPERCOLATION RATES PRIOR TO PLANTING.NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. ROOT BALL SET ON UNDISTURBED SUBGRADE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING EDGE VARIES - SEE PLAN WOOD STAKE (OPTIONAL) BACKFILL WITH IN SITU TOPSOIL MULCH - 4" DEEP - SEE NOTES OR SPECS. MULCH MUST NOT BE IN CONTACT WITH TRUNK. SAFETY FLAGGING - ONE PER WIRE 16" x2" POLYPROPYLENE OR POLYETHYLENE STRAP NOTES: THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. - REFER TO PLAN 18" MIN. LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTINGBUILDING WALL (TYP)SHRUB PLANTING LOUCKS Shrub Planting.dwgSCALE: 3/4" = 1'-0" EDGE VARIES - REFER TO PLAN EDGING MATERIAL - SEE NOTES OR SPEC. LANDSCAPE FABRIC - SEE NOTES OR SPEC. MULCH - 3" DEPTH - SEE NOTES OR SPEC. PLANTING SOIL - SEE NOTES OR SPEC. SHRUBS TO BE PLACED SO THAT TOP OFCONTAINER SITS FLUSH WITH PROPOSED GRADE - VARIES SEE PLAN NOTE:LOOSEN ROOTS OF PLANT MATERIAL PRIOR TOPLANTING PERENNIAL PLANTING LOUCKS Perennial Planting.dwgSCALE: 3/4" = 1'-0"BUILDING WALL (TYP)12" DEPTH (MIN) LOAM PLANTING SOILSEE NOTES EDGE VARIES - REFER TO PLAN EDGING MATERIAL - SEE NOTES MULCH - 3" MIN. DEPTH - SEE NOTES - ARCHITECTSOPTOMETRIC ARCHITECTSOPTOMETRIC PROJECT ARCHITECT: RJS THE INFORMATION CONTAINED HEREIN IS OF A PROPRIETARY NATURE AND IS SUBMITTED IN CONFIDENCE FOR USE BY THE CLIENTS OF MODERN DESIGN ARCHITECTS, INC. ONLY. THE USE OF THESE DOCUMENTS FOR ANY OTHER PROJECTS, PURPOSE, LOCATION, PUBLICATION, REPRODUCTION OR DISTRIBUTION IN WHOLE OR PART, BY ANY INDIVIDUAL OR ORGANIZATION WITHOUT WRITTEN PERMISSION FROM MODERN DESIGN ARCHITECTS, INC. IS PROHIBITED. THE INFORMATION HEREIN REMAINS THE PROPERTY OF MODERN DESIGN ARCHITECTS, INC. AND ITS USE OR DISCLOSURE TO OTHERS IS PROHIBITED FOR ANY USE NOT AUTHORIZED BY MODERN DESIGN ARCHITECTS, INC. DRAWN BY: DLH JOB NO: D402-21 DATE: SHEET NO. SHEET TTLE. DRAWING ISSUE INFORMATION ISSUE: DESIGN DEVELOPMENT DATEMARK DESCRIPTION CHECKED BY: DLH PRINCIPAL IN CHARGE: RJS CRYSTAL VISION CLINIC SCOTT ENDRES, OD 5736 LAKELAND AVE. N. CYRSTAL, MN. 55429 ARCHITECTSOPTOMETRIC 201 MAIN STREET JANESVILLE, IA 50647 319-987-2101 KEY NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. MAC POLYMAC ARCHITECTURAL PANELS - 20"x48" (WHITE OAK 310) PREFINISHED METAL CAP (DARK BRONZE) ARRISCRAFT RENAISSANCE - BRICHBARK ROCKED 11 5/8" x 23 5/8" x 3 5/8" 5 5/8" CAST STONE BAND (EDWARDS CAST STONE - 18-008) MASONRY CONTROL JOINTS, SEE MANUFACTURER REQUIREMENTS PREFINISHED RAKE FLASHING (FIRESTONE - DARK BRONZE) SIOUX CITY BRICK - MODULAR (BLACK HILLS TUSCAN), SGS 80X LT. CHOCOLATE GROUT 7 5/8" CAST STONE CAP (EDWARDS CAST STONE - 18-008) PREFINISHED METAL PARAPET CAP (FIRESTONE - DARK BRONZE) PREFINISHED METAL COPING (FIRESTONE - DARK BRONZE) SIGNAGE (N.I.C.) E.I.F.S. (SW 7016 - MINDFUL GRAY) ALUMINUM COMPOSITE MATERIAL RAINSCREEN SYSTEM (DRY JOINT) APOLIC - JBR BRONZE EAVE FLASHING (FIRESTONE - DARK BRONZE) MECHANICAL SCREEN WALL (ARCHITECTURAL LOUVERS - V4YH - DARK BRONZE) STANDING SEAM METAL ROOF (FIRESTONE UNA-CLAD UC-3, DARK BRONZE) METAL ACCENT SCREEN (GMT - HERRINGBONE, SILVER M1000) DOWNSPOUT (DARK BRONZE) 1" E.I.F.S. REVEAL JOINT MAC POLYMAC ARCHITECTURAL PANELS - 20"x48" (BRUSHED ZINC 203) WALL SCONCE, SEE ELEC. WINDOW NOTES: * WINDOW DIMENSIONS & DETAILS ARE ON A1.0 * FIELD VERIFY ALL DIMENSIONS BEFORE ORDERING * ALL WINDOWS IN BLOCK SHALL FIT TO BLOCK INCREMENTS * NOTE ALL WINDOWS TO BE TEMPERED AS PER THE FOLLOWING GLAZING W/ IN 24" OF DOOR OPENINGS GLAZING W/ IN 18" OF GROUND OR FFL * GLASS IS TO BE 1" THERMALLY BROKEN LOW E CLEAR GLASS SIGNAGE NOTE: * ALL EXTERIOR SIGNAGE TO BE ON DEDICATED CIRCUIT, COORDINATE W/ SIGNAGE PROVIDER * SIGNAGE NOT IN CONTRACT ACM NOTES: ALL COPING, SOFFIT, & JAMB DETAILING MUST MATCH DETAILS SHOWN IN ARCHITECTURAL DRAWINGS. IF ANY ALTERATIONS ARE REQUIRED BY PANEL SYSTEM LIMITATIONS, VERIFY W/ ARCHITECT PRIOR TO BID MATERIAL SUPPLIERS: * SIOUX CITY BRICK & MAC PANELS - MIDLAND CONCRETE PRODUCTS (www.midlandconcreteproducts.com) KELLY EMERSON - KEMERSON@MIDLAND-CP.COM (800-747-8421) * ACM PANEL - METAL DESIGN SYSTEMS 4150 C ST. SW CEDAR RAPIDS, IA 319-362-7454 (SERIES 44 ACM) File name: D402-21 - A4.0-A4.2,A5.0 - Exterior Sections & Elevations.vwxA5.0 ELEVATIONS 9/14/21 F.F.L. 100'-0" T.O. PARAPET 114'-0" EAST ELEVATION Scale: 1/4" = 1'-0"1 T.O. PARAPET 113'-0" T.O. PARAPET 119'-9" LOW EAVE 118'-10" HIGH EAVE 123'-2" B.O. CANOPY 114'-0" T.O. PARAPET 126'-0" T.O. PARAPET 118'-6"1 3 6 2 8 9 10 11 12 13 10 3 3 4 3 12 HEAD HEIGHT 112'-6"2A4.11A4.03A4.115 A4.3 29 A4.2 28 A4.2 10 A4.3 23 A4.2 25 A4.2 2 A4.3 5 5 7 20 12 1 7 12 A4.3 27 A4.2 2 A4.2 17 19 SOUTH ELEVATION Scale: 1/4" = 1'-0"2 HEAD HEIGHT 112'-6" F.F.L. 100'-0" T.O. SCREEN 116'-0" HEAD HEIGHT 108'-4" T.O. PARAPET 118'-6" T.O. PARAPET 114'-0"T.O. PARAPET 113'-0" 12 13 33 2 4 33 10 10 14 1 1 9 8 11 2 15 4 1212 17 17 HEAD HEIGHT 120'-2"2A4.01A4.13A4.023 A4.2 22 A4.2 12 A4.3 15 A4.2 29 A4.2 28 A4.2 25 A4.2 7 A4.2 8 A4.2 9 A4.2 20 A4.2 21 A4.2 10 A4.37 7 20 9 7 7 27 A4.2 2 A4.213 A4.3 19 WEST ELEVATION Scale: 1/4" = 1'-0"3 B.O. CANOPY 114'-0" F.F.L. 100'-0" T.O. SCREEN 116'-0" T.O. PARAPET 114'-0"T.O. PARAPET 113'-0" HEAD HEIGHT 108'-4" 11 3 4 13 12 10 6 1 3 4 10 2 7 12 17 7 172A4.129 A4.2 28 A4.2 27 A4.2 8 A4.2 8 A4.2 7 A4.2 10 A4.3 17 5 5 5 5 9 A4.2 11 A4.3 T.O. PARAPET 126'-0" T.O. PARAPET 119'-9" 12 1 7 21 3A4.17 A4.2 8 A4.2 8 A4.3 22 A4.2 1A4.017 SIM. 9 A4.3 13 A4.3 15 2 19 NORTH ELEVATION Scale: 1/4" = 1'-0"4 F.F.L. 100'-0" T.O. SCREEN 116'-0" T.O. PARAPET 114'-0" HEAD HEIGHT 108'-4" T.O. PARAPET 113'-0"1 16 16 15 4 10 2 3 10 19 2 11 3 3 4 3 7 10 12 12 17 72A4.01A4.13A4.07 A4.2 9 A4.2 8 A4.2 7 A4.2 8 A4.2 8 A4.3 22 A4.2 25 A4.2 12 5 5 7 18 1 1818 212 A4.2 13 A4.3 8 PROJECT ARCHITECT: RJS THE INFORMATION CONTAINED HEREIN IS OF A PROPRIETARY NATURE AND IS SUBMITTED IN CONFIDENCE FOR USE BY THE CLIENTS OF MODERN DESIGN ARCHITECTS, INC. ONLY. THE USE OF THESE DOCUMENTS FOR ANY OTHER PROJECTS, PURPOSE, LOCATION, PUBLICATION, REPRODUCTION OR DISTRIBUTION IN WHOLE OR PART, BY ANY INDIVIDUAL OR ORGANIZATION WITHOUT WRITTEN PERMISSION FROM MODERN DESIGN ARCHITECTS, INC. IS PROHIBITED. THE INFORMATION HEREIN REMAINS THE PROPERTY OF MODERN DESIGN ARCHITECTS, INC. AND ITS USE OR DISCLOSURE TO OTHERS IS PROHIBITED FOR ANY USE NOT AUTHORIZED BY MODERN DESIGN ARCHITECTS, INC. DRAWN BY: DLH JOB NO: D402-21 DATE: SHEET NO. SHEET TTLE. DRAWING ISSUE INFORMATION ISSUE: DESIGN DEVELOPMENT DATEMARK DESCRIPTION CHECKED BY: DLH PRINCIPAL IN CHARGE: RJS CRYSTAL VISION CLINIC SCOTT ENDRES, OD 5736 LAKELAND AVE. N. CYRSTAL, MN. 55429 ARCHITECTSOPTOMETRIC 201 MAIN STREET JANESVILLE, IA 50647 319-987-2101 File name: D402-21 - A4.0-A4.2,A5.0 - Exterior Sections & Elevations.vwxA5.1 TRASH ENCLOSURE 9/14/21 8"5"7'-10"5"8" 10'-0" TRASH ENCLOSURE PLAN Scale: 3/8" = 1'-0"1TRASH ENCLOSURE SECTION Scale: 3/8" = 1'-0"2 SLOPE CONCRETE1/8":12"SIDE & BACK ELEVATION Scale: 3/8" = 1'-0"3FRONT ELEVATION Scale: 3/8" = 1'-0"4 10'-0"8 YARD DUMPSTER 3 A5.1 3 A5.1 4 A5.1 3 A5.1 CHAIN LINK FENCE W/ VERTICAL BLACK SLATS 2'-8"1'-4"8"6'-8"8"1'-4" 6"x16" CONCRETE FOOTING 6" DIA. FENCE POST CHAIN LINK FENCE GATE W/ VERTICAL WHITE SLATS & HOLD OPEN DROP DOWN RODS 6"x16" CONCRETE FOOTING W/ 2 #4 BARS CONTINUOUS 6" DIA. FENCE POST CHAIN LINK FENCE GATE W/ VERTICAL WHITE SLATS & HOLD OPEN DROP DOWN RODS #4 DOWELS @ 48" O.C. 12" LONG 1/2" EXPANSION JOINT GRADE FASTEN BACK SIDE OF FLASHING TREATED 2x BLOCKING 5"4" CONC. SLAB SLOPE 2A5.18" C.M.U. (SW 7016 - MINDFUL GRAY)7'-5 3/4"CENTER ROD SLEEVE INTO CONCRETE SEE SITE PLAN FOR LOCATION METAL COPING (FIRESTONE - DARK BRONZE)METAL COPING (FIRESTONE - DARK BRONZE) 8" C.M.U. (SW 7016 - MINDFUL GRAY) 8" C.M.U. (SW 7016 - MINDFUL GRAY) METAL COPING (FIRESTONE - DARK BRONZE) 8" C.M.U. (SW 7016 - MINDFUL GRAY)6'-0"8'-0"6'-0"6'-0"8'-0"4'-0"2'-0"8'-0"8'-0"2'-0"ACCENT SCREEN Scale: 3/8" = 1'-0"5ACCENT SCREEN Scale: 3/8" = 1'-0"6ACCENT SCREEN Scale: 3/8" = 1'-0"7ACCENT SCREEN Scale: 3/8" = 1'-0"8ACCENT SCREEN Scale: 3/8" = 1'-0"9 CALCULATION SUMMARYAREA NAME AVE MAX MIN AVE/MIN MAX/MINSIDE WALK 1.82 8.3 0 N.A. N.A.PARKING LOT 1.16 3.7 0.3 3.9 12.3PROPERTY LINE 0.2 1.5 0 N.A. N.A.NOTES:1. ILLUMINANCE VALUES ARE IN FC.2. MAINTENANCE FACTOR OF 0.9 WAS USED AS FIXTURES ARE LED.LIGHT FIXTURE SCHEDULETYPE DESCRIPTIONMOUNTING SOURCE VOLTS MANUFACTURER V-AC1 4" LED ROUND DOWNLIGHT.RECESSED LED MVOLT LITHONIA - LDN4 SERIES 10.6INTEGRAL 0-10V DIMMING DRIVER, 1% DIMMING.1,000 LUMENS OR PRE-BID APPROVED EQUALWET LOCATION RATED.4000K80 CRIW1 36 INCH UNOBTRUSIVE VANDAL RESISTANT HIGH PERFORMANCE WITH WALL LED MVOLT LUMINARE LED - BLD WALLPACK 15FULL CUT-OFF OPTICS WALL PACK.10'-0" AFF 1,537 LUMENS OR PRE-BID APPROVED EQUALNON-DIMMING DRIVER.4000KBRONZE FINISH. VERIFY FINISH WITH ARCHITECT PRIOR TO SELECTION.80 CRISL4 SINGLE HEAD ARCHITECTURAL LED EXTERIOR PARKING LOT FIXTURE. CONCRETE LED 120 MCGRAW-EDISON GALLEON 85ARCHITECT TO SELECT FINISH. TYPE T4FT DISTRIBUTION.BASE 11,763 LUMENS LITHONIA SERIES DSX1800mA DRIVE CURRENT, UL LISTED FOR WET LOCATION.4000K BEACON SERIES VPLPROVIDE WITH 20' SQUARE STEEL POLE, MOUNT HEAD TO 70 CRI GARDCO SERIES P26SIDE OF POLE (TENON MOUNTING PROHIBITED). INTEGRAL 10% LSI SERIES MRM0-10V DIMMING DRIVER.OR PRE-BID APPROVED EQUAL