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HomeMy WebLinkAbout10-05-2016 PCAPPROVAL OF THE AGENDA APPROVAL OF MINUTES September 7, 2016, Planning Commission Regular Meeting 09 -07 -16PC.PDF PLANNING CASES Planning Case 16 -024 - Final PUD - 1150 County Road E West (No Public Hearing) MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF ATTACHMENT E.PDF ATTACHMENT F.PDF ATTACHMENT G.PDF ATTACHMENT H.PDF UNFINISHED AND NEW BUSINESS COMMENTS AND REPORTS Report From The City Council 10 -05 -16 - REPORT FROM THE CITY COUNCIL.PDF Rice Creek Commons (TCAAP) Update PC 10 05 16.PDF Planning Commission Comments Staff Comments ADJOURN A quorum of the City Council may be present at this meeting. Chair: Roberta Thompson Commissioners: Brent Bartel Angela Hames Phillip Neururer Clayton Zimmerman Steven Jones James Lambeth Nick Gehrig (Alternate) Council Liaison: Mayor David Grant Planning Commission October 5, 2016 6:30 p.m. City Hall Address: 1245 W Highway 96 Arden Hills MN 55112 Phone: 651 -792 -7800 Website : www.cityofardenhills.org City Vision Arden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play. Agenda CALL TO ORDER 1. 2. 2.A. Documents: 3. 3.A. Matthew Bachler, Senior Planner Documents: 4. 5. 5.A. Documents: 5.B. Documents: 5.C. 5.D. Prepared By APPROVAL OF THE AGENDAAPPROVAL OF MINUTESSeptember 7, 2016, Planning Commission Regular Meeting09-07 -16PC.PDFPLANNING CASESPlanning Case 16 -024 - Final PUD - 1150 County Road E West (No Public Hearing)MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFATTACHMENT C.PDF ATTACHMENT D.PDF ATTACHMENT E.PDF ATTACHMENT F.PDF ATTACHMENT G.PDF ATTACHMENT H.PDF UNFINISHED AND NEW BUSINESS COMMENTS AND REPORTS Report From The City Council 10 -05 -16 - REPORT FROM THE CITY COUNCIL.PDF Rice Creek Commons (TCAAP) Update PC 10 05 16.PDF Planning Commission Comments Staff Comments ADJOURN A quorum of the City Council may be present at this meeting. Chair:Roberta ThompsonCommissioners:Brent BartelAngela Hames Phillip NeururerClayton ZimmermanSteven JonesJames LambethNick Gehrig (Alternate)Council Liaison:Mayor David Grant Planning CommissionOctober 5, 2016 6:30 p.m. City Hall Address:1245 W Highway 96Arden Hills MN 55112Phone:651 -792 -7800Website:www.cityofardenhills.orgCity VisionArden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play. AgendaCALL TO ORDER1.2.2.A.Documents:3.3.A.Matthew Bachler, Senior Planner Documents: 4. 5. 5.A. Documents: 5.B. Documents: 5.C. 5.D. Prepared By Approved: October 3, 2016 CITY OF ARDEN HILLS, MINNESOTA PLANNING COMMISSION WEDNESDAY, SEPTEMBER 7, 2016 6:30 P.M. - ARDEN HILLS CITY HALL CALL TO ORDER/ROLL CALL Pursuant to due call and notice thereof, Chair Roberta Thompson called to order the regular Planning Commission meeting at 6:30 p.m. ROLL CALL Present were: Chair Roberta Thompson, Commissioners Brent Bartel, Nick Gehrig, Angela Hames, Steven Jones, Phillip Neururer, and Clayton Zimmerman. Absent: Commissioner James Lambeth (excused). Also present were: Senior Planner Matthew Bachler and Mayor Grant. APPROVAL OF AGENDA – SEPTEMBER 7, 2016 Chair Thompson stated the agenda will stand as published. APPROVAL OF MINUTES August 3, 2016 – Planning Commission Regular Meeting Commissioner Jones moved, seconded by Commissioner Zimmerman, to approve the August 3, 2016, Planning Commission Regular Meeting minutes as presented. The motion carried unanimously (7-0). PLANNING CASES A. Planning Case 16-022; Variance; 1500 Arden Place –No Public Hearing Required Senior Planner Bachler stated the property at 1500 Arden Place is located in the R-1 District on the northeast side of Lake Johanna. The applicants have proposed taking down the existing dwelling on the property and constructing a new single-family dwelling and accessory storage building. The new house would consist of two levels with a walkout basement facing Lake Johanna. Overall, the structure would have an area of 3,152 square feet. Included in this footprint are a 784 square foot attached garage, 168 square foot screened porch, and 328 square foot deck. ARDEN HILLS PLANNING COMMISSION – September 7, 2016 2 The 520 square foot accessory building would be located between the proposed house and the west side property line, and would be used primarily for the storage of lake equipment. Due to a significant grade change on the north side of the property along Arden Place, the existing dwelling has been accessed by a driveway easement across the adjacent property at 1516 Arden Place. The plans include the construction of a new curb cut on Arden Place to provide direct driveway access from the public street, eliminating the need for the driveway easement. Senior Planner Bachler reported three setback variances are needed for the proposed dwelling. For properties with frontage on Lake Johanna, the Zoning Code requires principal structures to be setback a minimum of 50 feet from the ordinary high water level except where the adjoining lots have structures setback at a distance greater than 50 feet. In these cases, the Zoning Code requires the lakeshore setback be calculated based on the prevailing setbacks in order to protect sight lines. The required lakeshore setback for 1500 Arden Place has been calculated at 80 feet – 2 inches. A variance is needed for the dwelling to encroach 15 feet – 9 inches into this required setback. Decks may extend up to six feet into a required structure setback, and in this case a deck could be 74 feet – 2 inches from the shoreline. A portion of the deck on the south side of the house would extend 15 feet – 4 inches into this setback. Additionally, a corner of the attached garage would encroach 2 feet into the 40-foot minimum front yard setback. Site Data Land Use Plan: Low Density Residential Existing Land Use: Single Family Detached Residential Zoning: R-1: Single Family Residential Current Lot Sizes: 0.67 Acres (29,146 square feet) Topography: Slopes down approximately 29 feet from northeast corner of property to Lake Johanna ordinary high water level Senior Planner Bachler reviewed the surrounding area, the Plan Evaluation and the Variance Evaluation Criteria. Senior Planner Bachler provided the Findings of Fact for review: General Findings: 1. The property at 1500 Arden Place is located in the R-1 Single Family Residential Zoning District. 2. The lot is a conforming lot within the R-1 District. 3. The applicants have proposed taking down the existing dwelling on the property and constructing a new single-family dwelling and accessory storage building. 4. Based on the requirements outlined in Section 1330.03, Subd. 4 of the Zoning Code, the City has determined that the required setback for the new dwelling is 80 feet – 2 inches from the Lake Johanna OHWL. 5. The proposed principal structure would encroach 15 feet – 9 inches into the required setback from the Lake Johanna OHWL, creating a setback of 64 feet – 5 inches. 6. Section 1325.03 of the Zoning Code allows decks to extend up to 6 feet into the required structure setback. Therefore, a deck could be up to 74 feet – 2 inches from the Lake Johanna OHWL. 7. The proposed deck would encroach 15 feet – 4 inches into the setback from the Lake Johanna OHWL, creating a setback of 58 feet – 10 inches. ARDEN HILLS PLANNING COMMISSION – September 7, 2016 3 8. The proposed principal structure would encroach 2 feet into the front yard setback, creating a setback of 38 feet from the Arden Place property line. The minimum front yard setback in the R-1 District is 40 feet. 9. All other aspects of the proposed construction are in conformance with the Zoning Code requirements for the R-1 District. 10. The proposed construction would not encroach on any flood plains, wetlands, or easements. Variance Findings: 11. The variance would be in harmony with the purpose and intent of the City’s Code because the dwelling would be constructed in a location to minimize visual impacts on adjacent properties and protect sight lines of Lake Johanna. 12. The variance would be consistent with the City’s Comprehensive Plan because it meets the City’s housing goal of encouraging property reinvestment that complements and enhances the character of the City’s established neighborhoods. 13. The proposed construction of a new single-family dwelling is a reasonable use of the property that would not be allowed under the rules of the Zoning Code without the requested variance. 14. The property is unique and presents development challenges because of its topography. The unique characteristics of the property were not created by the property owners. 15. The proposed dwelling would not alter the essential character of the neighborhood because it would result in a structure that is consistent and compatible with other construction in the area. 16. The requested variance does not appear to be based on economic considerations alone. Senior Planner Bachler stated the findings of fact for this variance request support a recommendation for approval. If the Planning Commission chooses to make a recommendation for denial, the Findings of Fact would need to be amended to reflect the reasons for the denial. If the Planning Commission recommends approval of this variance, staff recommends the following six conditions: 1. The project shall be completed in accordance with the plans submitted as amended by the conditions of approval. Any significant changes to these plans, as determined by the City Planner, shall require review and approval by the Planning Commission and City Council. 2. A Grading and Erosion Control permit shall be required prior to the issuance of a Building Permit. 3. A Building Permit shall be required prior to commencement of construction. 4. The accessory structure shall have an exterior finish that is compatible in appearance and material used with the principal structure. 5. The structure shall conform to all other regulations in the City Code. 6. The property owners shall provide 17.6 caliper inches of new tree plantings per the submitted Tree Preservation Plan prior to the issuance of a final certificate of occupancy for the dwelling. Deciduous trees shall be a minimum of 2.5 caliper inches in size, and coniferous trees a minimum of 6 feet in height. ARDEN HILLS PLANNING COMMISSION – September 7, 2016 4 Senior Planner Bachler reviewed the options available to the Planning Commission on this matter: 1. Recommend Approval with Conditions 2. Recommend Approval as Submitted. 3. Recommend Denial 4. Table Chair Thompson opened the floor to Commissioner comments. Chair Thompson asked how the height of the structure was measured. Senior Planner Bachler described how the Zoning Code requires the height of structures to be measured. Commissioner Jones questioned if the house to the east sat lower and the house to the west sat higher than the subject property. Senior Planner Bachler requested that the applicant address this question. Laura Larson, 1500 Arden Place, thanked the Commission for their time. She reported the house at 1492 Arden Place was higher than her home and the home at 1516 Arden Place was also higher than her home. She indicated her home was lower than both adjacent homes. She provided further comment on the steep grade in her driveway. Commissioner Jones expressed concern with how water runoff would be managed for the new home. Ms. Larson stated she had completed a grading plan. Chair Thompson requested further information on how water runoff from the roof would be managed. Jennifer Otto, Kootenia Homes, reported the home would have gutters and downspouts along with a drain tile system. She explained the elevation of the new home would be brought up to assist with the grading concerns while also eliminating the steep grade of the driveway. Commissioner Bartel discussed the City’s impervious surface requirements noting the lot could have no more than 35% of the property covered. He was pleased that this property would only have 20% impervious coverage. Chair Thompson indicated she lived on a low lot and had a pump to assist with removing the sewer from her home. She asked if staff was comfortable with the sewer and drainage for the site. Senior Planner Bachler explained both the City Engineer and Building Official reviewed the plans and there were no concerns at this time. He notes a Building Permit and Grading and Erosion Control Permit would be required prior to construction. ARDEN HILLS PLANNING COMMISSION – September 7, 2016 5 Commissioner Neururer believed the applicant was proposing to build a beautiful home. Commissioner Bartel was pleased to see the letters of support from the neighboring property owners. Commissioner Hames supported the request and was thankful the applicant was requesting very minimal variances. Chair Thompson believed the proposed home was a great use of the property. She thanked the applicant for providing the Commission with the home elevations. Commissioner Hames moved and Commissioner Zimmerman seconded a motion to recommend approval of Planning Case 16-022 for a Variance at 1500 Arden Place based on the findings of fact and the submitted plans, as amended by the six (6) conditions in the September 7, 2016, report to the Planning Commission. The motion carried unanimously (7-0). UNFINISHED AND NEW BUSINESS None. REPORTS A. Report from the City Council Mayor Grant updated the Planning Commission on City Council activities from the August 8, 2016 Regular Meeting, stating the City Council approved Ordinance 2016-007 in Planning Case 16-020 to opt-out of the requirements of Minnesota Statute regarding temporary family health care accessory dwellings. The Planning Commission reviewed this case at their meeting on August 3, 2016, and unanimously recommended approval of the Ordinance. B. Rice Creek Commons (TCAAP) Update Mayor Grant provided and update on the work sessions that had been held with the TCAAP Master Development Team on August 15th and 22nd. Mayor Grant noted that on August 29, 2016, the City Council approved a contract with Zipko Strategies and Connelly Kuhl to serve as the communications consultants for TCAAP. C. Commissioner Comments Commissioner Neururer was pleased to see that the County Road E2 bridge was complete. Commissioner Jones noted the new Mounds View High School scoreboard was now in place. ARDEN HILLS PLANNING COMMISSION – September 7, 2016 6 ADJOURN Commissioner Zimmerman moved, seconded by Commissioner Hames, to adjourn the September 7, 2016, Planning Commission Meeting at 7:12 p.m. The motion carried unanimously (7-0). City of Arden Hills Planning Commission Meeting for October 5, 2016 P:\Planning\Planning Cases\2016\PC 16-024 - Arden Plaza - 1150 County Road E - Final PUD\Memos_Reports_16-024 Page 1 of 14 MEMORANDUM DATE: October 5, 2016 PC Agenda Item 3.A TO: Planning Commission Chair Thompson and Commissioners FROM: Matthew Bachler, Senior Planner SUBJECT: Planning Case #16-024 – No Public Hearing Required Applicant: MedExpress Property Location: 1150 County Road E West Request: Final Planned Unit Development Requested Action MedExpress has requested a Final Planned Unit Development (PUD) for Phase II of the Arden Plaza Master PUD. The proposal involves the development of an approximately 4,700 square foot neighborhood medical clinic and associated site improvements at 1150 County Road E West. Background The City approved a Master PUD for the Arden Plaza retail center in 2009 (Planning Case 09- 011). This site is situated at the southwest corner of the County Road E and Lexington Avenue intersection, and is approximately 11 acres in size. The approved plans included the demolition of an existing office complex and the phased redevelopment of the site to be completed in three stages. A total of 97,035 square feet of retail and commercial building space was approved under the original PUD. For each successive phase of the redevelopment, a Final PUD plan is required to be submitted to verify general conformance with the Master PUD and to provide more detailed development plans for the phase to be implemented. Phase I of the Master PUD was completed in 2012 and included the construction of the Walgreens Pharmacy, modifications to parking and circulation within the retail center, and stormwater management improvements. The Tavern Restaurant on Lexington Avenue, which is currently under construction, is identified as Phase III of the Master PUD. City of Arden Hills Planning Commission Meeting for October 5, 2016 P:\Planning\Planning Cases\2016\PC 16-024 - Arden Plaza - 1150 County Road E - Final PUD\Memos_Reports_16-024 Page 2 of 14 1. Overview of Request MedExpress has requested a Final PUD for Phase II of the Arden Plaza Master PUD to develop Lot 2, Arden Plaza for a 4,733 square foot neighborhood medical clinic. The Master PUD Site Plan shows Phase II being developed as a 6,000 square foot commercial building (Attachment C). The proposal by MedExpress would result in an overall lower density of development on the site than what was originally approved for Phase II. The development plans are in substantial conformance with the Master PUD plans. MedExpress operates numerous medical centers similar to the one proposed for Arden Plaza across the country, and the company is expanding its operations in Minnesota. Local medical centers have recently opened in the communities of Eden Prairie and Plymouth. MedExpress offers a broad scope of services, including urgent care, employer health services, and basic wellness and prevention services. The Arden Hills center would be open daily from 8:00 a.m. to 8:00 p.m. The proposed site design orients the clinic towards the other buildings within the Arden Plaza retail center with the main entrance located at the southeast corner of the building. Surface parking with a total of 29 stalls would be located on the south side of the lot and would be mostly screened from County Road E by the building and landscaping improvements. Sidewalks have been provided to create pedestrian connections with the public sidewalk on County Road E and the internal retail center sidewalks. 2. Planned Unit Development (PUD) Process: The Planned Unit Development process is a tool that provides additional flexibility for development that an underlying zoning district would not otherwise allow. For example, a PUD may make exceptions to setbacks, lot coverage, parking requirements, signage, building materials, or landscaping requirements. It is intended to overcome the limitations of zoning regulations and improve the overall design of a project. While the PUD process allows the City to negotiate certain aspects of the development, any conditions imposed on the PUD must have a rational basis related to the expected impact of the development. A PUD cannot be used to permit uses that would not otherwise be permitted in the underlying zoning district. If a PUD is comprised of multiple lots, it is often treated as one continuous development. The development as a whole would be expected to meet the landscaping, stormwater, and other similar requirements. For example, one property in the PUD may have 60 percent building coverage, but the development as a whole may not exceed 50 percent building coverage to maintain conformance with the underlying zoning district. In order to maintain shared amenities, such as parking spaces, access drives, and stormwater ponds, the development is required to create a legal entity to manage and maintain the shared facilities. City of Arden Hills Planning Commission Meeting for October 5, 2016 P:\Planning\Planning Cases\2016\PC 16-024 - Arden Plaza - 1150 County Road E - Final PUD\Memos_Reports_16-024 Page 3 of 14 3. Surrounding Area: Direction Future Land Use Plan Zoning Existing Land Use North Community Mixed Use B-2: General Business District Multi-Family Residential, Commercial South Community Mixed Use B-2: General Business District Commercial East Community Mixed Use B-2: General Business District Commercial West Community Mixed Use B-2: General Business District Commercial 4. Site Data: Future Land Use Plan: Community Mixed Use Existing Land Use: Vacant Zoning: B-2: General Business District Lot Size: Total Area of Master PUD: 11.02 Acres (479,991 sq. ft.) Lot 1, Arden Plaza 2nd Addition: 0.64 acres (27,834 sq. ft.) Topography: Relatively flat Plan Evaluation 1. Chapter 13, Zoning Code Review Section 1320 – District Provisions A. Land Use The proposed use of the building would be classified as medical clinic under Section 1305.04 of the Zoning Code. This land use is a permitted principal use in the B-2 General Business District. B. Lot Size, Structure Coverage, and Landscaping The Arden Plaza Master PUD is comprised of five separate lots and individual development proposals are evaluated as if the retail center was one continuous development. The site as a whole is expected to conform to the structure and landscape coverage requirements for the B-2 District while individual lots within the PUD may exceed the underlying zoning requirements. The maximum structure coverage permitted in the B-2 District is 45 percent. A total of 92,748 square feet of building area is approved in the Master PUD divided across the five lots, as shown in the table below. The MedExpress building would have a footprint of 4,733 square feet. This compares to the Phase II building shown in the Master PUD, which was permitted to be up to City of Arden Hills Planning Commission Meeting for October 5, 2016 P:\Planning\Planning Cases\2016\PC 16-024 - Arden Plaza - 1150 County Road E - Final PUD\Memos_Reports_16-024 Page 4 of 14 6,000 square feet. The proposal would result in an overall reduction in structure coverage within the retail center to 81,215 square feet, or 16.9 percent of the total area of the site. Properties in the B-2 District must have a minimum landscape lot area of 20 percent. Under the approved PUD, a minimum of 112,781 square feet is required to be landscape area. The proposal would result in a total landscape lot area of 124,187 square feet, or 25.9 percent of the the site. Total Area (square feet) Structure Coverage (square feet) Structure Coverage (percentage) Landscape Coverage (square feet) Landscape Coverage (percentage) Lot 1, Arden Plaza (Walgreens Pharmacy) 76,533 14,572 19.04% 16,515 21.58% Lot 2, Arden Plaza (Proposed MedExpress) 27,834 4,733 17.00% 7,780 27.95% Lot 1, Arden Plaza 2nd Addition (Tavern Restaurant) 37,732 9,500 25.18% 16,671 44.18% Lot 2, Arden Plaza 2nd Addition (Building #5 - Retail Center) 274,548 35,647 12.98% 76,670 27.91% Lot 3, Arden Plaza 2nd Addition (Building #5 - Frattallone’s) 63,325 16,763 26.47% 6,551 10.37% Total (PC #16-024) 479,972 81,215 16.92% 124,187 25.87% Approved Master PUD 479,972 92,748 19.32% 112,781 23.50% B-2 Zoning District Requirements 45% or less 20% or more C. Height The maximum height for buildings in the B-2 District is 50 feet. The proposed clinic would have a maximum height of 28 feet – 6 inches. D. Setbacks The minimum setbacks for a principal structure in the B-2 District are 20 feet in the front yard and rear yard, and 10 feet in each side yard. The internal lot lines within the retail center are less of a concern since the site operates as an integrated planned unit development. For this proposal, the primary concern is the setback from the public right-of-way along County Road E. The table below provides the setbacks for the proposed MedExpress building would be in conformance with all setback requirements. City of Arden Hills Planning Commission Meeting for October 5, 2016 P:\Planning\Planning Cases\2016\PC 16-024 - Arden Plaza - 1150 County Road E - Final PUD\Memos_Reports_16-024 Page 5 of 14 County Road E Southern Boundary Western Boundary Eastern Boundary Required 20 feet (Front) 20 feet (Rear) 10 Feet (Side) 10 Feet (Side) Proposed 47.55 feet 137.5 feet 19.92 feet 21.26 feet An accessory trash enclosure would be located at the northwest corner of the parking lot. Accessory structures are required to be setback a minimum of 10 feet from side and rear property lines. The trash enclosure would be located 2.92 feet from the internal side property line on the western side of the site, but greater than 10 feet from all other property lines. Section 1325 – General Regulations A. Landscaping - Section 1325.05, Subdivision 1 Minimum Caliper Inches The Zoning Code requires that a minimum number of caliper inches be provided based on the gross square footage of the building. The number of caliper inches is calculated by dividing the gross square footage by 320. In this case, 14.8 caliper inches of trees are required for the site. The Landscape Plan includes 13 new tree plantings for a total of 42.5 caliper inches. Perennials and Shrubberies The Zoning Code requires that at least ten percent of the total landscape lot area be covered with perennials and/or shrubbery. A total of 778 square feet of plantings is required based on this provision. The applicant has proposed 1,160 square feet of perennial plantings, or 14.9 percent of the landscape lot area. Planting Islands The Zoning Code requires that ten percent of a surface parking area be occupied by planting islands that include a minimum of one tree planting. Parking islands must be at least 150 square feet in size. The Landscape Plan indicates that 15 percent of the parking lot area would be occupied by planting islands. Each planting area includes a minimum of one tree. B. Lighting – Section 1325.05, Subdivision 3 The Zoning Code requires lighting to be arranged to direct light away from adjacent lots and public streets. The source of illumination must be hooded, concealed, or controlled so that only Perennial Plantings (Percentage) Perennial Plantings (Area) Required 10% of landscape lot area 778 sq. ft. Proposed 14.9% 1,160 sq. ft. City of Arden Hills Planning Commission Meeting for October 5, 2016 P:\Planning\Planning Cases\2016\PC 16-024 - Arden Plaza - 1150 County Road E - Final PUD\Memos_Reports_16-024 Page 6 of 14 the intended site is illuminated. The lighting proposed for the MedExpress clinic includes wall mounted light fixtures at the main entrance to the building and at the northwest corner, and two parking lot light fixtures. Staff has evaluated the design of the fixtures and determined they would conform to the Zoning Code design standards. Any light or combination of light cannot cast light that exceeds a meter reading of 1.0 foot candle on the travel lanes of adjoining public streets. A foot candle is a measurement used to determine how much light is falling onto a surface a certain distance away from the light source. The photometric analysis indicates the exterior lighting would not result in foot candle readings of more than 1.0 within the County Road E right-of-way. C. Screening – Section 1325.05 Subd. 4 The building would be serviced by roof-mounted mechanical operating equipment. The applicant has provided a line of site plan showing the approximate location of equipment on the roof and the visibility of the equipment from different locations around the building. The proposal includes a parapet wall along all four sides of the building, which would adequately screen the equipment from view of the adjacent public street. Section 1325.05 Subd. 8 – B-2 District Design Standards Building Materials At least 75 percent of exterior building materials are required to be brick or tile masonry, stone, decorative concrete plank, or transparent glass. Accent materials may include metal, wood, split faced block, stucco, or EIFS. As proposed, approximately 74 percent of the exterior materials would be comprised of fiber cement panels designed to have the appearance of traditional brick. Most of the remaining portion of the façade area would be comprised of transparent and spandrel glass. A small area of aluminum metal is proposed as an accent material. The applicant has provided additional information on the cement panels from the company that manufactures the building material (Attachment H). This handout highlights the benefits of the cement panels in terms of durability, performance, and aesthetics as compared to traditional brick. The applicant has also provided photographs of a MedExpress clinic that has the same exterior materials as those proposed for the Arden Hills location (Attachment G). Building Design The building design section includes several components. At least 50 percent of the largest building on each site is required to be constructed at the front setback line of 20 feet. In this case, the building would be located 47.5 feet from the front setback line. The location of the building is consistent with the approved Master PUD and is necessary due to a stormwater retention area located between the building and the County Road E property line. All other requirements under this section are met by the proposal. The building would include façade treatments, such as window openings and architectural details, on all four sides of the City of Arden Hills Planning Commission Meeting for October 5, 2016 P:\Planning\Planning Cases\2016\PC 16-024 - Arden Plaza - 1150 County Road E - Final PUD\Memos_Reports_16-024 Page 7 of 14 building. Additional visual interest has been added through façade modulation and two tower features at the northwest and southeast corners of the building. A canopy above the primary entrance would provide protection for pedestrians. Building Color The proposed building colors are a range of different earth tones. These colors are in conformance with the design standard requirements. Window and Door Openings For commercial buildings, at least 50 percent of the first level façade that fronts a public street must be comprised of transparent windows or doors. In this case, the County Road E façade is required to meet this standard. At least 20 percent of all other façades that are reasonably visible from the public right-of-way must include window or door openings. On these façades, simulated windows may be used on service areas. This standard would apply to the western and eastern building façades. The following table outlines the proposed window and door transparency for the four sides of the building. The City is allowed to grant a proportional reduction in the transparent window requirement on a public street façade if additional transparent glass is used elsewhere on the building. The City may also waive transparency requirements where privacy concerns warrant. Site Furnishing and Seating Areas Benches and decorative plantings are required near the primary entrance of all buildings. Planting beds are proposed on the west and south side of the building adjacent to the primary entrance. No seating areas have been proposed for the development. Screening The Zoning Code requires that trash equipment be fully enclosed and integrated into the architecture of the building. A trash service area is proposed on the northwest side of the parking lot. This service area would be fully enclosed and constructed with the same brick cement panels used for the principal structure. Transparency Requirements Total Window Transparency County Road E Façade 50% 10.24% West Façade 20% 4.22% East Façade 20% 16.25% South Façade 0% 37.04% City of Arden Hills Planning Commission Meeting for October 5, 2016 P:\Planning\Planning Cases\2016\PC 16-024 - Arden Plaza - 1150 County Road E - Final PUD\Memos_Reports_16-024 Page 8 of 14 Landscaping A minimum of one tree planting is required along the right-of-way for every 40 feet of street frontage. The approved Landscape Plan for the Master PUD does not include any additional street trees on the property along County Road E. The MedExpress Landscape Plan includes two Honey Locust trees on County Road E. Parking The design standards discourage placing parking between the street right-of-way and a building. No more than 50 percent of parking on a site may be placed in the side yards. The proposed parking for the clinic would be located at the rear of the site entirely behind the building. No parking stalls would be located between the building and right-of-way or in the side yard areas. Pedestrian Circulation Sites must be designed to accommodate the safe mobility of pedestrians to and within the site. The proposed site plan includes a sidewalk that connects the primary entrance to the sidewalk on the west side of the County Road E access drive. A sidewalk would also be provided along the south end of the property to connect with the internal pedestrian walkways for the retail center. Bicycle Parking For commercial properties, one bicycle parking space is required for every 20 automobile parking spaces. However, a minimum of two bicycle parking spaces are required. In this case, two bicycle parking spaces would be required. The applicant has included two bicycle racks that could accommodate up to four bicycles located on the west side of the building close to the primary entrance. The proposed bicycle parking meets the City’s requirements in terms of its design and location. Section 1325.06, Subd. 1 – Off-Public Street Parking Location Parking stalls are required to be located a minimum of 5 feet from any side or rear lot line, and 20 feet from the public right-of-way line. As proposed, the surface parking lot would be located 2.92 feet from both the west and east side property lines, and 11.82 feet from the rear property line. The proposed location for the parking is consistent with the approved Master PUD. Off Street Parking Spaces Required Off-street parking requirements are determined by the type of land use proposed for a site. For medical clinics, one parking stall is required for every professional employed at the site and one stall for each 200 square feet of gross floor area. MedExpress expects to have up to 7 employees on site at any given time. Based on this and the proposed gross floor area, 31 stalls would need to be provided. A total of 29 stalls are proposed for the site. An existing Reciprocal Easement Agreement covers the separate lots within the retail center and provides for shared parking across the entire site. With the completion of Phase II, there would be a total of 434 parking stalls in the retail center that could be used by MedExpress patients. City of Arden Hills Planning Commission Meeting for October 5, 2016 P:\Planning\Planning Cases\2016\PC 16-024 - Arden Plaza - 1150 County Road E - Final PUD\Memos_Reports_16-024 Page 9 of 14 2. Chapter 12 – Sign Code The property at 1150 County Road E West is located in Sign District 4, which applies to properties with frontage on County Road E. However, as part of the Master PUD approval the entire retail center was designated as being within Sign District 5, which includes properties with frontage on Lexington Avenue south of Interstate 694. MedExpress would be permitted up to 80 square feet of wall signage and a total of 200 square feet of signage is proposed. The north and south building elevations would each have 71.5 square feet of wall signage, and the west elevation would have 57 square feet. No additional freestanding signage is proposed for the property. MedExpress has provided a separate sign plan for the building (Attachment E). 3. Traffic Study and Transportation Improvements A traffic study was completed in 2007 that evaluated the full build-out of the Arden Plaza retail center. An additional study was completed in 2008 in conjunction with the B-2 District Guiding Plan that looked at the redevelopment of Arden Plaza in addition to other development opportunities along the County Road E corridor. The Phase II development proposal is in substantial conformance with the development scenarios evaluated in these traffic studies and an additional study was not requested at this time. The application does not propose any alterations to the internal circulation plan as shown in the previously approved Master PUD. Additional Review City Engineer The City Engineer has reviewed the submitted plans and did not have any additional comments at this time. A Grading and Erosion Control Permit will be required prior to the issuance of a Building Permit. Building Official The City Building Official has reviewed the submitted plans and did not have any additional comments at this time. Ramsey County Public Works Department The Ramsey County Public Works Department has reviewed the plans and noted that a County Right-of-Way Permit would be required for any work associated with the development completed in the County Road E right-of-way. Lake Johanna Fire Department The Lake Johanna Fire Marshal has completed a preliminary review of the plans. Final plans will be subject to approval by the Fire Marshall prior to the issuance of a Building Permit City of Arden Hills Planning Commission Meeting for October 5, 2016 P:\Planning\Planning Cases\2016\PC 16-024 - Arden Plaza - 1150 County Road E - Final PUD\Memos_Reports_16-024 Page 10 of 14 Rice Creek Watershed District MedExpress is currently in the process of submitting a permit application with the Rice Creek Watershed District (RCWD). A RCWD permit will be required prior to the issuance of any City development permits. Discussion The main areas where the development deviates from the City Code are in terms of the proposed building materials, façade transparency, and signage. The development would exceed the City’s minimum requirements for caliper inches of new tree plantings, the percent of landscape lot area comprised of perennials or shrubbery, and the percent of the parking lot occupied by parking islands. While the B-2 District Design Standards discourage the use of simulated brick concrete panels, the specific product that is proposed for the MedExpress building would be very durable and have an appearance indistinguishable from traditional brick. Staff believes in this case the proposed material should be accepted as an alternative to the required brick masonry. The Design Standards allow the City to reduce or waive façade transparency requirements where privacy concerns warrant. The use of the building as a medical clinic presents privacy concerns for patients, and the proposed reduction in window transparency is therefore reasonable. The proposed building design still includes simulated windows on all façades to add visual interest to the building. Staff is supportive of some flexibility for the amount of wall signage, but believes the proposed 200 square feet is excessive. Additional signage is reasonable in this case given the orientation of the building. The location and amount of signage is needed to adequately identify the building and direct patients to the clinic. The City has granted flexibility through the PUD process in the past for additional wall signage for developments with similar orientation, including the Walgreens Pharmacy and the Lexington Station development. Walgreens was allowed a total of 156 square feet of wall signage, and the two end cap tenants at Lexington Station (Starbucks and Noodles & Company) were each permitted 140 square feet of signage. The staff recommendation is to allow MedExpress a maximum of 150 square feet of wall signage. A condition of approval has been included to limit wall signage to this amount. Findings of Fact Staff offers the following thirteen (13) findings of fact for consideration: 1. MedExpress has requested approval of a Final PUD for Phase II of the Arden Plaza Master PUD at 1150 County Road E West. City of Arden Hills Planning Commission Meeting for October 5, 2016 P:\Planning\Planning Cases\2016\PC 16-024 - Arden Plaza - 1150 County Road E - Final PUD\Memos_Reports_16-024 Page 11 of 14 2. The original Master PUD for the development was approved in Planning Case #09-011. Subsequent PUD Amendments were approved in Planning Case #11-016 and Planning Case #15-002. 3. The applicant has proposed to construct a 4,733 square foot neighborhood medical clinic and associated site improvements. 4. The development proposal is in substantial conformance with the approved Arden Plaza Master PUD and the site improvement requirements contained therein. 5. The Arden Plaza retail center and the Phase II development site are located in the B-2 General Business District. 6. The City has adopted the Guiding Plan for the B-2 District that outlines future development principals for the area. 7. The City has adopted Design Standards for the B-2 District within the Zoning Code. 8. The Final PUD for Phase II is in substantial conformance with the requirements of the City Code. 9. The Final PUD for Phase II is in substantial conformance with the Guiding Plan for the B-2 District. 10. The Final PUD for Phase II is in conformance with the City’s Comprehensive Plan. 11. The PUD process allows for flexibility within the City’s regulations through a negotiated process with a developer. 12. Where the plan is not in conformance with the City Code, flexibility has been requested by the applicant and/or conditions have been placed on an approval that would mitigate the nonconformity. 13. The application is not anticipated to create a negative impact on the immediate area or the community as a whole. Recommendation Based on the submitted plans and findings of fact, staff recommends approval of Planning Case 16-024 for a Final PUD for Phase II of the Arden Plaza Master PUD at 1150 County Road E West. If the Planning Commission votes to recommend approval of Planning Case 16-024, staff is recommending the following seventeen (17) conditions of approval: 1. The Developer shall continue to abide by the conditions of all previous Master PUD Agreements, permits, and reviews, except as hereinafter amended. 2. The project shall be completed in accordance with the submitted plans as amended by the conditions of approval. Any significant changes to these plans, as determined by the City Planner, shall require review and approval by the Planning Commission and the City Council. 3. The Developer shall obtain a Building Permit within one year of the Final PUD approval or the approval shall expire, unless extended by the City Council prior to the approval’s expiration date. Extension requests must be submitted in writing to the City at least 45 days prior to the expiration date. City of Arden Hills Planning Commission Meeting for October 5, 2016 P:\Planning\Planning Cases\2016\PC 16-024 - Arden Plaza - 1150 County Road E - Final PUD\Memos_Reports_16-024 Page 12 of 14 4. A Development Agreement shall be prepared by the City Attorney and subject to City Council approval. The agreement shall be executed prior to the issuance of any development permits. 5. Prior to the issuance of any development permits, a copy of all necessary supplemental declarations between MedExpress and Arden Plaza, LLC addressing site operation issues, including but not limited to driveway maintenance, shared parking, and drainage, shall be provided to the City. 6. The Developer shall submit a financial surety in the amount of 125 percent of the estimated costs of site improvements including grading, utilities, and paving, prior to the issuance of any development permits. The financial surety shall be in the form of a letter of credit issued by a FDIC-insured Minnesota bank, and be in a form acceptable to the City. The purpose of the letter of credit is to ensure that site improvements are completed in the event that the developer defaults on the Development Agreement. 7. The Developer shall submit a cash escrow in the amount of 25 percent of the estimated costs of site improvements including grading, utilities, and paving, prior to the issuance of any development permits. The escrow will be used for City costs related to review, approval, and inspection of site improvements or any costs incurred by the City in the event of a developer default. 8. The Developer shall submit a financial surety in the amount of 125 percent of the estimated costs of landscaping prior to the issuance of any development permits. The financial surety shall be in the form of a letter of credit issued by a FDIC-insured Minnesota bank. The purpose of the letter of credit is to ensure that landscaping is completed in the event that the developer defaults on the Development Agreement. The City will hold the letter of credit for two years after the installation of landscaping. The letter of credit should not expire during the two-year period. 9. The Developer shall submit a cash escrow in the amount of 25 percent of the estimated costs of landscaping prior to the issuance of any development permits. The escrow will be held by the City for two years after installation of landscaping and used for City costs related to review, approval, and inspection of landscaping, or developer default. 10. Final construction plans shall be subject to approval by the Building Official and Fire Marshall prior to the issuance of a Building Permit. 11. The Developer shall provide the City with a copy of the Rice Creek Watershed District permit for the project prior to the issuance of any development permits. 12. A Grading and Erosion Control Permit will be required prior to the issuance of a Building Permit. The Developer shall be required to demonstrate that the existing stormwater system for Arden Plaza is adequate to accommodate the additional runoff that will result from the development. 13. The Developer shall obtain a Right-of-Way P ermit from Ramsey County for any construction work required for the development within the County Road E right-of-way. 14. The building shall be permitted no more than a total of 150 square feet of wall signage. 15. All roof-mounted mechanical equipment shall be screened from ground-level view of public streets. Wood screening shall not be permitted. 16. Trash service enclosure shall be fully enclosed and constructed with the same brick fiber cement panel used for the principal structure. City of Arden Hills Planning Commission Meeting for October 5, 2016 P:\Planning\Planning Cases\2016\PC 16-024 - Arden Plaza - 1150 County Road E - Final PUD\Memos_Reports_16-024 Page 13 of 14 17. All spandrel glass used on the building shall be light grey or other color that closely matches the appearance of the transparent glass being used. Proposed Motion Language 1. Recommend Approval with Conditions: Motion to recommend approval of Planning Case 16-024 for a Final PUD for Phase II of the Arden Plaza Master PUD at 1150 County Road E West based on the findings of fact, submitted plans, and the seventeen (17) conditions in the October 5, 2016, Report to the Planning Commission. 2. Recommend Approval without Conditions: Motion to recommend approval of Planning Case 16-024 for a Final PUD for Phase II of the Arden Plaza Master PUD at 1150 County Road E West based on the findings of fact and submitted plans in the October 5, 2016, Report to the Planning Commission 3. Recommend Denial: Motion to recommend denial of Planning Case 16-024 for a Final PUD for Phase II of the Arden Plaza Master PUD at 1150 County Road E West based on the following findings of fact: findings to deny should specifically reference the reasons for denial and why those reasons cannot be mitigated. 4. Table: Motion to table Planning Case 16-024 for a Final PUD for Phase II of the Arden Plaza Master PUD at 1150 County Road E West for the following reasons: a specific reason and/or information request should be included with a motion to table. Notice The City Code does not require a public hearing for Final PUD applications. However, notice of the application and public meeting was prepared by the City and mailed to property owners within 500 feet of the subject property. Public Comments Staff has not received any letters, e-mails, or telephone calls from property owners or residents in regards to this planning case. Deadline for Agency Actions The City of Arden Hills received the completed application for this request on September 23, 2016. Pursuant to Minnesota State Statute, the City must act on this request by November 22, 2016 (60 days), unless the City provides the petitioner with written reasons for an additional 60 City of Arden Hills Planning Commission Meeting for October 5, 2016 P:\Planning\Planning Cases\2016\PC 16-024 - Arden Plaza - 1150 County Road E - Final PUD\Memos_Reports_16-024 Page 14 of 14 day review period. The City may, with the consent of the applicant, extend the review period beyond the initial 120 days. Attachments A. Land Use Application B. Site and Aerial Maps C. Arden Plaza Master PUD Site Plan D. Plan Set E. Signage Plan F. Fire Truck Turning Movement Exhibit G. Example Photographs of MedExpress Clinic H. Nichia Fiber Cement Panel Product Information 1305 NE McClain Road, Suite 7 Bentonville, Arkansas 72712-3839 (479) 271-8058 www.cesoinc.com September 22, 2016 Matthew Bachler, Associate Planner City of Arden Hill Community Development Department 1245 W. Highway 96 Arden Hills, MN 55112 651-792-7822 RE: MedExpress ground-up (752647-01) 1150 County Road E. Arden Hills, MN Dear Mr. Bachler, Please accept the enclosed sixteen (16) 11x17 sets and one (1) full size set of signed and sealed construction plans, proposed signage package, fire truck movement exhibit, example pictures, and staff comment letter with responses, as formal submission for Planning Commission Review for the above referenced project. This project consists of a ground-up 4,713 S.F. single story medical clinic and has an estimated construction cost of $450,000 (excluding finishes). The estimated time frame for construction is approximately 6 moths; January, 2017 to June, 2017. This submission addresses all previously received staff comments, and is also a formal request for additional signage square footage based off the included proposed signage package. Please contact us at (479) 321-3224 if you are aware of any additional items that you would like prior to the meeting. Thank you for your review of this project. If we may be of any assistance during your review process, please do not hesitate to contact us. Sincerely, Richard D. Coffel II, Project Manager Enclosures cc: Zachary Appman MedExpress , via email File This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. © Ramsey County Enterprise GIS 400.0 THIS MAP IS NOT TO BE USED FOR NAVIGATION NAD_1983_HARN_Adj_MN_Ramsey_Feet Feet400.00200.00 1150 County Road E West 2,4001: This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. © Ramsey County Enterprise GIS 200.0 THIS MAP IS NOT TO BE USED FOR NAVIGATION NAD_1983_HARN_Adj_MN_Ramsey_Feet Feet200.00100.00 1150 County Road E West 1,2001: ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB-CONTRACTORS. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ‹1(/621$//5,*+765(6(59(' Sheet Title: Designer: Seal: Consultant: Civil Engineering and Landscape Architecture 1201 Marquette Avenue South, Suite 200 Minneapolis, MN. 55403 Phone: (612) 822-1211 Fax: (612) 822-1006 Project Manager: Reviewed By: Approved By: Project No: Drawn By: ARDEN HILLS, MN Description:No:By:Date: --- --- --- --- --- --- --- --- 07/6/15 1501 S Washington Ave Minneapolis, MN 55454 Phone: (612)238-2166 Date:License No. I hereby certify that this plan 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. Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 (888) 937-5150 City Submittal 0 PDS 07/24/15City Comments 1 PDS 08/14/15Watershed Comments 2 GAS 7/ 2 3 / 2 0 1 5 2 : 5 0 : 3 4 P M P: \ 0 0 0 6 6 8 2 . 0 0 \ d w g \ C i v i l \ 0 0 0 6 6 8 2 s p P U D CS-03 OVERALL PUD SITE PLAN PDS/GAS PDS/GAS PDS/GAS RAH 0006682.00 PDS25'0 50'100' Scale: 1" = 50'-0" x x x x x x x x x x x x x x x x x x 4301908/14/15 Gretchen A. Schroeder D A T E R E V I S I O N N O . JOB NO. 752647-01 A U G U S T 1 9 , 2 0 1 6 DRAWING INDEX: X - R A Y : M e d S e r v P l u s C O N T A C T : R U S S N A T I O N P H O N E : 8 6 6 - 7 0 5 - 7 7 9 0 C E L L : 7 2 4 - 6 2 2 - 8 8 3 0 r n a t i o n @ m e d s e r v p l u s . n e t C A S E W O R K : D O V E R C A B I N E T S C O N T A C T : J O H N P E R K O W S K I D O V E R , O H P H O N E : 3 3 0 - 2 0 4 - 9 4 9 7 d o v e r . c a b i n e t @ g m a i l . c o m C O N S T R U C T I O N T Y P E T Y P E V B , S P R I N K L E R E D S T R U C T U R A L F R A M E - 0 H O U R S B E A R I N G W A L L I N T E R I O R 0 H O U R S E X T E R I O R 0 H O U R S N O N B E A R I N G W A L L S A N D P A R T I T I O N S I N T E R I O R 0 H O U R S E X T E R I O R 0 H O U R S F L O O R C O N S T R U C T I O N 0 H O U R S R O O F C O N S T R U C T I O N 0 H O U R S U S E G R O U P B F I R E S U P P R E S S I O N Y E S B U I L D I N G F L O O R A R E A 4 , 7 3 3 S . F A L L O W E D A R E A P E R F L O O R 9 , 0 0 0 S . F . B U I L D I N G H E I G H T 2 8 ' - 6 " F E E T ( @ H i g h P o i n t ) A L L O W E D B U I L D I N G H E I G H T 4 0 ' - 0 " F E E T B U I L D I N G H E I G H T S T O R I E S 1 S T O R I E S A L L O W E D B U I L D I N G H E I G H T I N S T O R I E S 2 S T O R I E S O C C U P A N C Y ( 1 P E R 1 0 0 S . F . ) 4 8 P E R S O N S S E A T I N G A R E A : I N C L U D E S S E A T I N G , A C C E S S I B L E T O I L E T & T R I A G E 1 8 P E R S O N S C L I N I C A L A R E A : A C T U A L N U M B E R O F O C C U P A N T S : ( A S P E R 2 0 1 5 M N B C 1 0 0 4 , E X C E P T I O N ) E X C L U D E S S E A T I N G , A C C E S S I B L E T O I L E T & T R I A G E 7 E X A M S W I T H 2 P E R S O N S 1 4 S T A F F 1 6 3 0 P E R S O N S C O D E I N F O R M A T I O N NEW CON S T R U C T I O N A T 1150 COUN T Y R O A D E ARDEN HILLS, M I N N E S O T A 5 5 1 1 2 F O R MEDEX P R E S S 1751 EARL C O R E R O A D MORGANTOWN, W E S T V I R G I N I A 2 6 5 0 5 N I C H I H A E X T E R I O R P A N E L S : N I C H I H A U S A , I N C . C O N T A C T : M A T T S T E P H E N S O N N A T I O N A L C O M M E R C I A L A C C O U N T S P R O J E C T C O O R D I N A T O R 6 6 5 9 P E A C H T R E E I N D U S T R I A L B L V D . N O R C R O S S , G E O R G I A 3 0 0 9 2 P H O N E : 7 7 0 - 8 0 5 - 9 4 6 6 F A X : 7 7 0 - 8 0 5 - 9 4 6 7 m s t e p h e n s o n @ n i c h i h a . c o m S T E E L F A B R I C A T O R : D A V I S O N M A N U F A C T U R I N G , L L C C O N T A C T : B O B D A V I S O N 1 3 6 N E L S O N R O A D R O U T E 3 8 0 A V O N M O R E , P A . 1 5 6 1 8 P H O N E : 7 2 4 - 6 9 7 - 5 2 3 8 C E L L : 7 2 4 - 6 0 2 - 6 7 5 4 F A X : 7 2 4 - 6 9 7 - 4 8 4 4 b o b _ d a v i s o n 5 1 @ y a h o o . c o m A W N I N G / S I G N A G E C O N S U L T A N T : E G A N S I G N C O N T A C T : K E V I N A G O S T I N H O 5 2 2 W I L L O W S T R E E T R E A D I N G , P A . 1 9 6 0 2 P H O N E : 9 1 0 - 5 5 1 - 0 2 3 8 k e v i n . a g o s t i n h o @ e g a n s i g n . c o m V E N D O R S L O C A T I O N M A P S T O R E F R O N T & D O O R : Y K K A P C O N T A C T : I V A N Z U N I G A C I N C I N N A T I , O H P H O N E : 6 7 8 - 8 3 8 - 6 0 9 2 i v a n z u n i g a @ y k k a p . c o m V C T & C E I L I N G : A R M S T R O N G C O N T A C T L O C A L A R M S T R O N G D I S T R I B U T O R A S K F O R M e d E x p r e s s C S A P R I C I N G F O R A S S I S T A N C E C O N T A C T C U S T O M E R F O C U S C E N T E R A R M S T R O N G C S A C F C P H O N E : 8 0 0 - 4 4 2 - 4 2 1 2 O P T I O N 1 a r m s t r o n g c s a @ a r m s t r o n g . c o m L I G H T I N G : C I T Y L I G H T I N G C O N T A C T : J A S O N H U T S O N P I T T S B U R G H , P A P H O N E : 8 0 0 - 2 5 7 - 2 9 2 2 F A X : 4 1 2 - 3 6 6 - 7 6 0 9 j h u t s o n @ c i t y l i g h t i n g . c o m S E C U R I T Y / F I R E A L A R M : I N T E R T E C H S E C U R I T Y C O N T A C T : B R I A N M A D E R A S 1 5 0 1 P R E B L E A V E N U E P I T T S B U R G H , P A 1 5 2 3 3 P H O N E : 4 1 2 - 2 4 6 - 1 2 0 0 b m a d e r a s @ i n t e r t e c h s e c u r i t y . c o m L U X U R Y V I N Y L T I L E : T A N D U S - C E N T I V A C U S T O M E R S E R V I C E C O N T A C T : T E R E S A T A N N E R P H O N E : 8 0 0 - 2 4 1 - 4 9 0 2 , E X T . 3 3 0 7 F A X : 2 5 6 - 7 6 0 - 1 7 6 3 t t a n n e r @ t a n d u s - c e n t i v a . c o m SITE WORK:C1.0CIVIL TITLE SHEETC2.0EXISTING CONDITIONS & DEMOLITION PLANC3.0SWPPPC3.1SWPPP NOTESC3.2SWPPP DETAILSC4.0SITE PLANC4.1SITE DIMENSION PLANC5.0GRADING PLANC5.1PRE & POST DRAINAGE PLANC6.0UTILITY PLANC6.1UTILITY DETAILSC7.0CONSTRUCTION DETAILSC7.1CONSTRUCTION DETAILSC7.2CONSTRUCTION DETAILSC8.0LANDSCAPE PLANSTRUCTURAL WORK:S-0.1GENERAL NOTES AND ABBREVIATIONSS-1.0FOUNDATION PLANS-1.1FOUNDATION SECTIONS & DETAILSS-2.0ROOF FRAMING PLANS-2.1ROOF SECTIONS & DETAILSS-3.0SECTIONS AT ENTRANCE TOWER GENERAL CONSTRUCTION WORK:CODEFLOOR PLAN - CODE ANALYSISA-0.1LINE OF SITE PLANA-1FLOOR PLANA-2REFLECTED CEILING PLAN & DETAILSA-3EXTERIOR ELEVATIONSA-3.1EXTERIOR ELEVATIONSA-3.2WINDOW & VESTIBULE ELEVATIONS & P A R T I A L P L A N A T U P P E R T O W E R A-3.3SECTION AT ENTRANCE TOWERA-3.4SECTION AT ENTRANCE TOWERA-3.5WALL SECTIONSA-3.6ARCHON, ACCENT PARAPET & CANOP Y D E T A I L S A-3.7TYPICAL FIBER CEMENT SIDING & WAL L D E T A I L S A-3.8ROOF PLANA-3.9DUMPSTER ENCLOSURE & DETAILSA-4DOOR DETAILS, SCHEDULE & PARTITIO N T Y P E S A-5FLOOR & WALL FINISH PLANA-5.1FLOOR & WALL FINISH SCHEDULESA-6BUSINESS/RECEPTION & WAITING ROO M D O O R E L E V A T I O N S A-7MISCELLANEOUS CASEWORK ELEVATI O N S A-8NURSES STATION & LAB ELEVATIONS, E X A M C A S E W O R K & MEDICINE UNIT ELEVATIONA-9MISCELLANEOUS DETAILSA-10CASEWORK SECTIONS & DETAILSA-11ACCESSIBILITY DETAILSA-11.1ACCESSIBILITY DETAILSA-12TYPICAL INTERIOR ROOM ELEVATIONS & T Y P I C A L R O O M L A Y O U T S A-12.1TYPICAL INTERIOR ROOM ELEVATIONS & T Y P I C A L R O O M L A Y O U T S A-13ARCHITECTURAL SPECIFICATIONSA-13.1ARCHITECTURAL SPECIFICATIONSA-13.2 ARCHITECTURAL SPECIFICATIONSPLUMBING WORK:P-1SAN & VENTP-2PLUMBING SUPPLY PIPING PLANP-3PLUMBING DIAGRAMSP-4PLUMBING SCHEDULES & DETAILSHVAC WORK:M-1MECHANICAL HVAC PLANM-2MECHANICAL SCHEDULES & DETAILS X - R A Y D R A W I N G S I N F O R M A T I O N O N L Y : I N F O - 1 C O V E R / E Q U I P M E N T / S T R U C T U R A L I N F O R M A T I O N I N F O - 2 E L E C T R I C A L & L A Y O U T I N F O R M A T I O N I N F O - 3 S H I E L D I N G A N D E Q U I P M E N T L A Y O U T E L E C T R I C A L W O R K : E - 1 E L E C T R I C A L L I G H T I N G P L A N E - 2 E L E C T R I C A L P O W E R P L A N E - 3 D A T A , T E L E P H O N E A N D S O U N D P L A N S E - 4 F I R E A L A R M A N D S E C U R I T Y S Y S T E M P L A N A N D D E T A I L S E - 5 F I R E A L A R M , S E C U R I T Y A N D A C C E S S C O N T R O L S Y S T E M I N F O E - 6 D E V I C E T E R M I N A T I O N D I A G R A M S E - 7 A C C E S S C O N T R O L P A N E L D I A G R A M E - 8 I N T R U S I O N A L A R M P A N E L D I A G R A M E - 9 A C C E S S C O N T R O L I N S T A L L A T I O N D I A G R A M E - 1 0 E L E C T R I C A L S C H E D U L E S A N D R I S E R D I A G R A M E - 1 1 E L E C T R I C A L S P E C I F I C A T I O N E - 1 2 T Y P I C A L A W N I N G , C A N O P Y L I G H T I N G A N D O P E N S I G N D E T A I L S E - 1 3 E L E C T R I C A L R O O F P L A N E - 1 4 S I T E L I G H T I N G P H O T O M E T R I C P L A N B U I L D I N G C O D E : 2 0 1 5 M I N N E S O T A B U I L D I N G C O D E E L E C T R I C A L C O D E : 2 0 0 5 N A T I O N A L E L E C T R I C A L C O D E M E C H A N I C A L C O D E : 2 0 0 0 M I N N E S O T A M E C H A N I C A L C O D E P L U M B I N G C O D E : 2 0 1 5 M I N N E S O T A P L U M B I N G C O D E F I R E C O D E : M I N N E S O T A A D M I N I S T R A T I V E R U L E S , C H . 1 3 0 6 . 0 0 2 0 ( 3 ) A C C E S S I B I L I T Y C O D E : 2 0 1 5 M I N N E S O T A A C C E S S I B I L I T Y C O D E E N E R G Y C O D E : 2 0 1 5 M I N N E S O T A E N E R G Y C O D E E N G I N E E R S 1 3 0 5 N E M c C L A I N R D , S U I T E 7 B E N T O N V I L L E , A R 7 2 7 1 2 ( P H O N E ) 4 7 9 - 2 7 1 - 8 0 5 8 ( F A X ) 4 7 9 - 2 7 1 - 0 6 2 1 C O N T A C T : B E N J A M I N T . B E L L M E P E N G I N E E R S : W H S E N G I N E E R I N G C O N T A C T : W I L L I A M S H E P A R D S O N E O R M E C H A N I C A L C O N T A C T : G R E G O R Y S U T Y A K E O R E L E C T R I C A L 2 0 1 2 W E S T 2 5 T H S T . , S U I T E 2 0 0 C L E V E L A N D , O H I O 4 4 1 1 3 P H O N E : 2 1 6 - 2 2 7 - 8 5 0 5 b i l l @ w h s - e n g . c o m g r e g @ w h s - e n g . c o m S T R U C T U R A L E N G I N E E R S : A M B R O S E E N G I N E E R I N G , I N C . C O N T A C T : B O B S T E C K E L P . E . , S . E . W 6 6 N 2 1 5 C O M M E R C E C T C E D A R B U R G , W I 5 3 0 1 2 P H O N E : 2 6 2 - 3 7 7 - 7 6 0 2 F A X : 2 6 2 - 3 7 7 - 4 8 6 8 b o b . s t e c k e l @ a m b e n g . c o m C I V I L E N G I N E E R S : C E S O C O N T A C T : J E F F R E Y T I B B I T T S , P . E . 2 8 0 0 C O R P O R A T E E X C H A N G E D R I V E , S U I T E 1 6 0 C O L U M B U S , O H I O 4 3 2 3 1 P H O N E : 6 1 4 - 9 4 2 - 3 0 1 6 F A X : 6 1 4 - 7 9 4 - 4 4 9 2 t i b b i t t s @ c e s o i n c . c o m P A N E L M A N U F A C T U R E R : C U S T O M P R E F A B C O N T R A C T O R S , I N C O R P O R A T E D ( C P C ) C O N T A C T : D E N N I S H O L I S K Y 1 0 8 7 6 M A R K E T S T R E E T N O R T H L I M A , O H 4 4 4 5 2 P H O N E : 3 3 0 - 5 6 5 - 4 7 8 2 F A X : 3 3 0 - 5 4 9 - 3 0 7 2 d _ h o l i s k y @ h o t m a i l . c o m b e l l @ c e s o i n c . c o m S T R U C T U R A L E N G I N E E R S : A M B R O S E E N G I N E E R I N G , I N C . C O N T A C T : B O B S T E C K E L P . E . , S . E . W 6 6 N 2 1 5 C O M M E R C E C T C E D A R B U R G , W I 5 3 0 1 2 P H O N E : 2 6 2 - 3 7 7 - 7 6 0 2 F A X : 2 6 2 - 3 7 7 - 4 8 6 8 b o b . s t e c k e l @ a m b e n g . c o m C I V I L E N G I N E E R S : C E S O C O N T A C T : J E F F R E Y T I B B I T T S , P . E . 2 8 0 0 C O R P O R A T E E X C H A N G E D R I V E , S U I T E 1 6 0 C O L U M B U S , O H I O 4 3 2 3 1 P H O N E : 6 1 4 - 9 4 2 - 3 0 1 6 F A X : 6 1 4 - 7 9 4 - 4 4 9 2 t i b b i t t s @ c e s o i n c . c o m P R # 1 P L A N R E V I E W C O M M E N T S 0 9 / 2 3 / 2 0 1 6 1 1 1 1 0 9 / 2 2 / 2 0 1 6 1 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W STM ST M ST M STM STM S T M S T M S T M S T M S T M S T M S T M S T M SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N S A N S A N S A N S A N S A N S A N S A N S A N 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W W W W W W W G G W W W W STORM MH RIM=937.26 INV SE (24" RCP)=931.94 INV W (21" RCP)=932.81 INV NW (12" RCP)=932.91 STORM MH RIM=940.6 INV NW/S (12" HDPE)=934.4 CB BEEHIVE RIM=937.69 INV SE (12" HDPE)=934.63 STORM MH RIM=937.85 INV N (12" HDPE)=932.90 INV S (12" HDPE)=932.85 INV N (18" RCP)=932.85 STORM MH RIM=940.6 INV NW/S (12" RCP)=934.4 FES 12 INV=936.2 S 0 0 ° 2 8 ' 5 4 " E 1 3 9 . 3 7 N89°41'16"E95.48 Easement for Highway purposes per Doc. No. 609136 (14) Drainage and Utility easment per Doc. No. 2156883 (13) Approximate Bio-Filtration area per Doc. No. 2163656 (18) Existing Building COUNTY ROAD E Publicly dedicated right of way Bituminous surface P r i v a t e a c c e s s d r i v e w a y B i t u m i n o u s s u r f a c e C o n c r e t e s i d e w a l k Concrete sidewalk Concrete sidewalk Edge of water on 7/18/16 Pond Found hole in concrete Found PK with washer LS 43933 Scribed "X" in concrete Scribed "X" in concrete B i t u m i n o u s s u r f a c e No buildings observed Bituminous surface 1150 County Road E West Arden Hills, MN 55112 S 0 0 ° 2 8 ' 5 4 " E 2 7 3 . 1 8 S89°31'06"W 108.83 S 0 0 ° 2 8 ' 5 4 " E 1 3 3 . 5 3 S89°31'06"W 13.35 UGE U G E U G E U G E U G E U G E U G E U G E U G E UGE UGE UGE UGE UGE UGE UG E UG E UG E UG E UG E UG E U G E U G E U G E U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T W 3 3 5 4 54 44 1 22 2 2 2 0 GRAPHIC SCALE (IN FEET) 20 20 40 DEMOLITION PLAN GENERAL NOTES: 1.CONTRACTOR SHALL COORDINATE ALL WORK WITH THE CITY OF FREMONT, AND ALL UTILITY PROVIDERS LOCATED ON-SITE AND IN THE RIGHT OF WAY. 2.CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK PER THE CITY OF FREMONT PROJECT SPECIFICATIONS. 3.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL NEBRASKA ONE CALL AND THEN TO CONTACT ALL UTILITY COMPANIES TO SCHEDULE UTILITY SERVICE REMOVAL AND/OR ABANDONMENT. ALL UTILITIES SHALL BE REMOVED AND/OR RELOCATED PER THE SPECIFICATIONS OF THE UTILITY COMPANIES. THE CONTRACTOR IS RESPONSIBLE TO PAY ALL FEES AND CHARGES ASSOCIATED WITH THIS WORK. 4.CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NEBRASKA DEPARTMENT OF ROADS REGULATIONS, AND THE CITY OF FREMONT PROJECT SPECIFICATIONS. 5.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL AND DISPOSAL, IN A LOCATION APPROVED BY THE GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FOUNDATIONS, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL AS SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 6.CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL AREAS WHERE FALL PROTECTION IS REQUIRED. 7.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED TO ANY OF THE SURROUNDING PAVEMENT, ETC., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 8.SAWCUT AND REMOVE TO FULL DEPTH AT ALL PAVEMENT/SIDEWALK LIMITS OR TO EXISTING JOINTS. 9.CONTRACTOR SHALL MAINTAIN A WELL-DRAINED SITE, FREE OF STANDING WATER DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DRAINAGE MEASURES DURING CONSTRUCTION. 10.CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. 11.EXTENT OF DEMOLITION WORK IS NOT LIMITED TO ONLY WHAT IS SHOWN TO BE DEMOLISHED ON THIS PLAN. DEMOLITION WORK MUST BE COMPLETE SO THE PROPOSED STRUCTURES AND APPURTENANCES CAN BE CONSTRUCTED. 12.ALL POTENTIALLY HAZARDOUS/TOXIC MATERIALS MUST BE REMOVED FROM THE SITE PRIOR TO DEMOLITION, AND PER DIRECTION OF THE ENVIRONMENTAL ENGINEER. 13.FEDERAL, STATE AND LOCAL CODE REQUIREMENTS SHALL CONTROL THE DISPOSAL OF DEBRIS RESULTING FROM THE REMOVAL OPERATION. 14.ALL MATERIALS AND STRUCTURES DESIGNATED AS “TO BE REMOVED” SHALL BE DISPOSED OF OFF SITE AND AT THE COST OF THE CONTRACTOR. 15.DEAD SEWER CONNECTIONS OR MAINS BEING REMOVED SHALL BE REMOVED TO THE RIGHT OF WAY (UNLESS PLANS OR CITY ENGINEER SPECIFY OTHERWISE) AND SEALED AND MADE WATERTIGHT. 16.ALL TRENCHES, HOLES AND PITS RESULTING FORM THE REMOVAL AND ABANDONMENT OF ANY STRUCTURE OR OBSTRUCTION SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 17.THE CONTRACTOR SHALL STRIP AND REMOVE (OR STOCKPILE) ALL TOPSOIL PRIOR TO COMMENCING WITH ANY EXCAVATION OR DEMOLITION. CODED NOTES: 1.PROTECT EXISTING CURB TO REMAIN 2.PROTECT EXISTING PAVEMENT/WALK TO REMAIN 3.PROTECT EXISTING UTILITY/STORM STRUCTURE TO REMAIN 4.SAWCUT PAVEMENT/WALK/CURB TO FULL DEPTH 5.REMOVE EXISTING SIGN AND BASE. RETURN REQUESTED SIGNAGE TO PROPERTY OWNER IF DESIRED; OTHERWISE DISPOSE OF LEGEND EXISTING REMOVE EXISTING SIDEWALK PAVEMENT TO FULL DEPTH, AND DISPOSE OF C2.0 ZDF CBW CBW 752647 9/1/16 CONSTRUCTION DOCS EXISTING CONDITIONS & DEMOLITION PLAN PROPOSED REFER TO TITLE SHEET FOR EXISTING LEGEND ITEMS LIMITS OF DISTURBANCE Minnesota'sOne Call-Center CALL 811 or (800)252 1166- (651)454 0002- GOPHER STATE O E ANCL L This i ieee ettmmnadvry G!GOPO T TESAHERNEALLC SHEET NO. JOB NO.: DATE: CHECKED: DRAWN: DESIGN: ISSUE: NO . DA T E RE V I S I O N D E S C R I P T I O N W:\PROJECTS\MEDEXPRESS\752647-01 ARDEN HILLS, MN-GU\03-CIVIL\PLAN\PLAN\CDS\752647_2-DEMO.DWG - 9/22/2016 2:24 PM CO P Y R I G H T : T H E S E D R A W I N G S A R E T H E P R O P E R T Y O F ME D E X P R E S S ME D E X P R E S S AR D E N H I L L S , M N CO N S T R U C T I O N D O C U M E N T S 11 5 0 C O U N T Y R D E , A R D E N H I L L S , M N 5 5 1 1 2 1 09 / 2 3 / 2 0 1 6 PL A N R E V I E W C O M M E N T S BENCHMARK ELEVATION*NORTHING EASTING DESCRIPTION BM #1 940.44 194518.00 560589.39 SANITARY MANHOLE GRATE ALONG COUNTY ROAD E NORTH WEST OF SITE ALONG PRIVATE DRIVE BM #2 937.89 194229.81 560742.42 STORM MANHOLE GRATE SOUTH WEST OF SITE WITHIN PRIVATE INTERSECTION * ELEVATION BASED ON THE TOPO SURFACE OF THE SITE PROVIDED BY WESTWOOD PROFESSIONAL SERVICES, INC. DATUM: RAMSEY COUNTY COORDINATE SYSTEM, US FOOT REMOVE EXISTING CURB, AND DISPOSE OF 1 9.22.16 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W Easement for Highway purposes per Doc. No. 609136 (14) Drainage and Utility easment per Doc. No. 2156883 (13) Approximate Bio-Filtration area per Doc. No. 2163656 (18) Existing Building COUNTY ROAD E Publicly dedicated right of way Bituminous surface P r i v a t e a c c e s s d r i v e w a y B i t u m i n o u s s u r f a c e C o n c r e t e s i d e w a l k Concrete sidewalk Edge of water on 7/18/16 Pond B i t u m i n o u s s u r f a c e Bituminous surface MEDEXPRESS 1150 COUNTY RD E (4,733 SF) 5 6 6 4 8 FRONT STBK - BLDG & PARK (20') S I D E S T B K - P A R K ( 5 ' ) S I D E S T B K - B L D G ( 1 0 ' ) S I D E S T B K - B L D G ( 1 0 ' ) S I D E S T B K - P A R K ( 5 ' ) REAR STBK - BLDG (20') REAR STBK - ACC. STRUCT. (10') REAR STBK - PARK (5') 10 3 44 2 5 5 5 55 6 88 8 8 11 7 1 3 3 0 GRAPHIC SCALE (IN FEET) 20 20 40 SITE PLAN GENERAL NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL: CITY OF FREMONT, NDOR AND O.S.H.A. STANDARDS. THE CONTRACTOR SHALL OBTAIN FINAL APPROVALS/PERMITTING AND INSPECTION AS NECESSARY PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF DUMPSTER ENCLOSURE, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS AND SITE LIGHTING ELECTRICAL LAYOUT. 3.ALL DIMENSIONS ARE MEASURED TO THE FACE OF CURB OR FACE OF BUILDING, WHERE APPLICABLE. 4.REFER TO CONSTRUCTION DETAILS/ GEOTECHNICAL REPORT FOR PAVEMENT SECTION RECOMMENDATIONS. 5.CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NEBRASKA SUPPLEMENT TO THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION). 6.CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. 7.CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL AREAS WHERE FALL PROTECTION IS REQUIRED. 8.ALL SIGNAGE SHALL COMPLY WITH THE NEBRASKA SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 9.ALL PAVEMENT MARKINGS AND STRIPING SHALL COMPLY WITH NDOR AND THE NEBRASKA SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. a.LANE LINE: 6” WHITE b.PARKING STALLS: 4” WHITE c.STOP LINE: 24” WHITE d.CROSSWALKS: TRANSVERSE LINES WITH DIAGONAL MARKINGS (GAP BETWEEN TRANSVERSE LINES SHALL BE 4') ALL PAINTED WHITE. e.HANDICAPPED STALLS: 4" YELLOW OUTLINE, WITH 4" BLUE INTERIOR AND BLUE HANDICAPPED SYMBOLS 10.BOLLARDS SHALL BE PLACED TO PROTECT GAS METER, ELECTRICAL AND TELEPHONE EQUIPMENT, AND DUMPSTER ENCLOSURE. 11.ALL DISTURBED AREAS ARE TO RECEIVE 4" INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 12.ALL CURBED RADII ARE TO BE AS NOTED. PROPOSED CURB TO BE 6" HIGH UNLESS OTHERWISE NOTED. 13.ALL LIGHT POLES TO BE LOCATED 2' FROM BACK OF CURB AS MEASURED FROM THE FACE OF POLE FOUNDATIONS, UNLESS OTHERWISE NOTED ON PLANS. CODED NOTES: 1.ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE. REFER TO CONSTRUCTION DETAILS. ADA SPACES SHOULD BE CONCRETE PAVEMENT. REFER TO CONSTRUCTION DETAILS FOR CONCRETE PAVEMENT SECTION. 2.ADA ACCESSIBLE RAMP WITH DETECTIBLE WARNING STRIP. REFER TO CONSTRUCTION DETAILS. 3.FLUSH CURB 4.TRANSITION CURB FROM FLUSH TO FULL HEIGHT IN 6'-0" 5.LIGHT DUTY ASPHALT PAVEMENT, PER CONSTRUCTION DETAILS 6.HEAVY DUTY ASPHALT PAVEMENT, PER CONSTRUCTION DETAILS 7.CONCRETE PAVEMENT, PER CONSTRUCTION DETAILS 8.CONCRETE WALK, PER CONSTRUCTION DETAILS 9.CONCRETE BOLLARD, PER CONSTRUCTION DETAILS 10.BIKE RACK, PER CONSTRUCTION DETAILS 11.DUMPSTER ENCLOSURE AND CONCRETE PAD, PER ARCHITECTURAL PLANS 12.LIGHT POLE FOUNDATION AND FIXTURE, PER PHOTOMETRIC PLAN NOTE: REFER TO CONSTRUCTION DETAILS SHEET PROPOSED CONCRETE CURB PAVEMENT/WALK BUILDING CONCRETE SIDEWALK SIGN PARKING SPACE COUNT LIGHT DUTY ASPHALT PAVEMENT DETECTABLE WARNING 7 PAVEMENT MARKING ARROW LIGHT POLE & FIXTURES CONCRETE BOLLARD HEAVY DUTY ASPHALT PAVEMENT LEGEND C4.0 ZDF CBW CBW 752647 9/1/16 CONSTRUCTION DOCS SITE PLAN EXISTING REFER TO TITLE SHEET FOR EXISTING FEATURES LEGEND CONCRETE PAVEMENT Minnesota'sOne Call-Center CALL 811 or (800)252 1166- (651)454 0002- GOPHER STATE O E ANCL L This i ieee ettmmnadvry GOPO T TESAHERNEALLC SHEET NO. JOB NO.: DATE: CHECKED: DRAWN: DESIGN: ISSUE: NO . DA T E RE V I S I O N D E S C R I P T I O N W:\PROJECTS\MEDEXPRESS\752647-01 ARDEN HILLS, MN-GU\03-CIVIL\PLAN\PLAN\CDS\752647_4-SITE.DWG - 9/22/2016 2:19 PM CO P Y R I G H T : T H E S E D R A W I N G S A R E T H E P R O P E R T Y O F ME D E X P R E S S ME D E X P R E S S AR D E N H I L L S , M N CO N S T R U C T I O N D O C U M E N T S 11 5 0 C O U N T Y R D E , A R D E N H I L L S , M N 5 5 1 1 2 1 09 / 2 3 / 2 0 1 6 PL A N R E V I E W C O M M E N T S 1 9.22.16 R/W R/W R/W R/W R/W R/W Easement for Highway purposes per Doc. No. 609136 (14) Trail easement agreement per Doc. No. 2156885 (16) Drainage and Utility easment per Doc. No. 2156883 (13) Approximate Bio-Filtration area per Doc. No. 2163656 (18) Existing Building COUNTY ROAD E Publicly dedicated right of way Bituminous surface P r i v a t e a c c e s s d r i v e w a y B i t u m i n o u s s u r f a c e C o n c r e t e s i d e w a l k Concrete sidewalk Edge of water on 7/18/16 Pond B i t u m i n o u s s u r f a c e Bituminous surface MEDEXPRESS 1150 COUNTY RD E (4,733 SF) 5 6 6 4 8 19.25'13'19.25'19.25'13'19.25' 18' 8'8'8' 18' ƒ  R19'9' (TYP.) 18' R15'R15'R10'R10' 19.92'54.29' 5.62' 5.5'10.14' 47.55' 86.42' 5.5' FRONT STBK - BLDG & PARK (20') REAR STBK - BLDG (20') REAR STBK - PARK (5') S I D E S T B K - P A R K ( 5 ' ) S I D E S T B K - P A R K ( 5 ' ) S I D E S T B K - B L D G ( 1 0 ' ) S I D E S T B K - B L D G ( 1 0 ' ) REAR STBK - ACC. STRUCT. (10') R7.5' 19.25' 12.67' 5' (TYP.) 2.92'2.92' C4.1 ZDF CBW CBW 752647 9/1/16 CONSTRUCTION DOCS SITE DIMENSION PLAN 0 GRAPHIC SCALE (IN FEET) 20 20 40 SHEET NO. JOB NO.: DATE: CHECKED: DRAWN: DESIGN: ISSUE: NO . DA T E RE V I S I O N D E S C R I P T I O N W:\PROJECTS\MEDEXPRESS\752647-01 ARDEN HILLS, MN-GU\03-CIVIL\PLAN\PLAN\CDS\752647_4-SITE.DWG - 9/22/2016 2:19 PM CO P Y R I G H T : T H E S E D R A W I N G S A R E T H E P R O P E R T Y O F ME D E X P R E S S ME D E X P R E S S AR D E N H I L L S , M N CO N S T R U C T I O N D O C U M E N T S 11 5 0 C O U N T Y R D E , A R D E N H I L L S , M N 5 5 1 1 2 1 09 / 2 3 / 2 0 1 6 PL A N R E V I E W C O M M E N T S Minnesota'sOne Call-Center CALL 811 or (800)252 1166- (651)454 0002- GOPHER STATE O E ANCL L This i ieee ettmmnadvry GOPO T TESAHERNEALLC 11.82' 7.16' NOTE: REFER TO CONSTRUCTION DETAILS SHEET PROPOSED CONCRETE CURB PAVEMENT/WALK BUILDING CONCRETE SIDEWALK SIGN PARKING SPACE COUNT LIGHT DUTY ASPHALT PAVEMENT DETECTABLE WARNING 7 PAVEMENT MARKING ARROW LIGHT POLE & FIXTURES CONCRETE BOLLARD HEAVY DUTY ASPHALT PAVEMENT LEGEND EXISTING REFER TO TITLE SHEET FOR EXISTING FEATURES LEGEND CONCRETE PAVEMENT 1 9.22.16 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W STM ST M ST M STM STM S T M S T M S T M S T M S T M S T M S T M S T M SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N S A N S A N S A N S A N S A N S A N S A N S A N 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W W W W W W W G G W W W W STORM MH RIM=937.26 INV SE (24" RCP)=931.94 INV W (21" RCP)=932.81 INV NW (12" RCP)=932.91 STORM MH RIM=940.6 INV NW/S (12" HDPE)=934.4 CB BEEHIVE RIM=937.69 INV SE (12" HDPE)=934.63 STORM MH RIM=937.85 INV N (12" HDPE)=932.90 INV S (12" HDPE)=932.85 INV N (18" RCP)=932.85 STORM MH RIM=940.6 INV NW/S (12" RCP)=934.4 FES 12 INV=936.2 Easement for Highway purposes per Doc. No. 609136 (14) Drainage and Utility easment per Doc. No. 2156883 (13) Approximate Bio-Filtration area per Doc. No. 2163656 (18) Existing Building COUNTY ROAD E Publicly dedicated right of way Bituminous surface P r i v a t e a c c e s s d r i v e w a y B i t u m i n o u s s u r f a c e C o n c r e t e s i d e w a l k Concrete sidewalk Edge of water on 7/18/16 Pond B i t u m i n o u s s u r f a c e Bituminous surface UGE U G E U G E U G E U G E U G E U G E U G E U G E UGE UGE UGE UGE UGE UGE UG E UG E UG E UG E UG E UG E U G E U G E U G E U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T W 6" S A N U G T MEDEXPRESS 1150 COUNTY RD E (4,733 SF) CO DS M CO DS DS G G G G G G GW W DS DS DS DS CO 8" S T M 4"STM CO 4" ST M 4"STM 12"STM 1 2 " S T M 938 93 8 9 3 8 93 9 9 4 0 939 940 9 4 0 939 938 937 936 936 937 938 939 940 941 94 1 942 942 9 4 3 941 9 4 0 94 1 94 1 941 940 9 3 9 9 3 8 9 3 7 938 9 3 8 9 3 9 9 3 9 9 3 8 TC=940.33 BC=939.83 TC=938.59 BC=938.09 TC=939.35 BC=938.85 TC=940.38 BC=939.88 FG=939.89 FG=940.00 FG=939.96 FG=939.94 TC=938.59 BC=938.09 TC=938.08 ME BC=937.58 ME TC=938.31 ME BC=937.81 ME TC=938.56 BC=938.06 TC=937.88 BC=937.38 FG=939.07 SEE ENLARGED PLAN (THIS SHEET) FG=936.80 TC=939.14 BC=938.64 TC=938.33 BC=937.83 93 7 938 938 93 9 TC=938.22 BC=937.72 TC=938.70 BC=938.20 9 3 8 9 3 9 9 4 0 TC=938.10 ME BC=937.60 ME TC=938.46 BC=937.96TC=938.33 ME BC=937.83 ME TC=938.57 BC=938.07 TC=938.55 BC=938.05 TC=938.77 BC=938.27 TC=938.70 BC=938.20 TC=938.28 BC=937.78 TC=938.46 BC=937.96 TC=937.70 BC=937.20 TC=937.70 BC=937.20 TC=937.39 BC=936.89 TC=938.28 BC=937.78 TC=937.88 BC=937.38 TC=937.88 BC=937.38 TC=937.57 BC=937.07 56' @ 0 . 5 0 % 9 6 ' @ 0 . 5 0 % 60' @ 1.04% ( M I N . ) 10 0 ' @ 1 . 0 4 % ( M I N . ) CONNECT TO EXISTING INV. PROP 12"STM 933.00 FG=938.25 FFE 940.00 FG=939.75FG=939.75 FG=940.00 FG=939.48 FG=939.90 FG=939.22 FG=939.96 FG=939.13 FG=939.13 FG=939.13FG=939.05 TC=939.65 BC=939.15 FG=939.50 FG=939.50 FG=940.00 FG=939.93 TC=940.06 BC=939.56 FG=940.00 FG=940.00 FG=939.62 FG=939.75 FG=939.19 TC=939.57 BC=939.07 TC=939.56 BC=939.06 FG=939.62 FG=939.75 FG=938.73 MATCH EXISTING FG=938.63 MATCH EXISTING -4.17%-8.54% -2 . 0 0 % -0.85%FG=939.75 TC=939.50 BC=939.00 FG=939.13 TC=939.65 BC=939.15 TC=939.93 BC=939.43 FG=939.65 FG=939.40 -1 . 7 3 % TC=939.93 BC=939.43 -2 . 0 0 % FG=939.01 -0 . 1 1 % -1 . 5 0 % -1 . 6 7 % -0.00% FG=938.25 0 GRAPHIC SCALE (IN FEET) 20 20 40 STORM SEWER NOTES: 1.ALL STORM SEWER PIPES SHALL BE MANUFACTURED WITH INTEGRAL BELL AND SPIGOT JOINTS INCLUDING A GASKET, SO AS TO PROVIDE A WATERTIGHT SEAL. 2.ALL STORM SEWER PIPES LESS THAN 12” DIAMETER SHALL BE PVC SDR 35 WATERTIGHT PIPE CONFORMING TO ASTM SPECIFICATION D3034, UNLESS DENOTED OTHERWISE ON PLANS. 3.ALL STORM SEWER PIPES 12” DIAMETER AND GREATER SHALL BE HDPE N-12, WATERTIGHT PIPE AS MANUFACTURED BY ADS, OR APPROVED EQUAL, UNLESS OTHERWISE NOTED ON PLANS. 4.CONNECTIONS TO STRUCTURES SHALL BE MADE WATERTIGHT WITH NON-SHRINKIING AND NON-CORROSIVE GROUT. 5.STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: REINFORCED CONCRETE PIPE (RCP)(PER ASTM C-76 CLASS IV) POLYVINYL CHLORIDE (PVC SDR 35) HIGH DENSITY POLYETHYLENE PIPE (HDPE) 6.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 7.CONCRETE COLLARS ARE TO BE INSTALLED AROUND ALL STORM STRUCTURES. 8.ALL MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 3" ABOVE FINISH GRADE. 9.ALL DOWNSPOUT DRAINS ARE TO HAVE A 1.00% MINIMUM SLOPE UNLESS OTHERWISE NOTED. 16.EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 17.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 18.ALL PROPOSED MODIFICATIONS TO EXISTING CATCH BASINS AND/OR MANHOLES SHALL BE IN ACCORDANCE WITH IDOT STANDARDS AND SPECIFICATIONS. ACCESSIBLE PARKING AREA DETAIL 1'' = 10' GRADING PLAN GENERAL NOTES 1.ONLY VIRGIN MATERIALS SHALL BE USED UNLESS APPROVED IN WRITING BY A MEDEXPRESS REPRESENTATIVE. 2.ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS SHALL COMPLY WITH LOCAL MUNICIPALITY, LOCAL COUNTY, AND DEPARTMENT OF TRANSPORTATION MATERIAL AND CONSTRUCTION SPECIFICATIONS. 3.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES, INCLUDINING SERVICES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE NEBRASKA ONE CALL SYSTEM AT LEAST THREE (3) WORKING DAYS BEFORE START OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS. 4.ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. 5.THE CONTRACTOR SHALL COMPACT PIPE BACKFILL IN MAX. 6” LOOSE LIFTS TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D1557, ACCORDING TO THE PIPE BEDDING DETAILS. TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION SHALL BE USED IN AREAS OF ROCK EXCAVATION. 6.CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING/CANOPY STUB-OUTS, INCLUDING ROOF/FOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STROM DRAINAGE SYSTEM. 7.TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. 8.MANHOLE RIMS AND STORM INLET GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL EXISTING MANHOLE FRAMES AND COVERS, STORM INLET GRATES, VALVE BOXES, ETC., TO BE RAISED OR LOWERED, TO PROPOSED FINISHED GRADE, FLUSH WITH THE ADJACENT GRADE. 9.UNDERDRAINS MAY BE ADDED, IF DETERMINED NECESSARY BY THE ENGINEER OR CONSTRUCTION MANAGER, AFTER SUBGRADE IS ROUGH GRADED. 10.ALL EXISTING TOPOGRAPHICAL FEATURES (SPOT ELEVATIONS, CONTOURS, INVERTS, ETC.) CAN HAVE A TOLERANCE DIFFERENCE OF 6”+/- DEPENDING ON FIELD CONDITIONS AT THE TIME OF THE FIELD SURVEY. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHICAL FEATURES PRIOR TO CONSTRUCTION, AND ADVISE OWNER OF ANY DISCREPANCIES. 11.THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC. DISTURBED DURING CONSTRUCTION TO THE ORIGINAL CONDITION OR BETTER. 12.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES TO THE CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 13.THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION AND SEDIMENTATION PLAN FOR LIMIT OF DISTURBANCE AND NOTES. 14.THE CONTRACTOR SHALL COMPACT FILL IN 6” MAXIMUM LIFTS UNDER ALL PARKING, BUILDING, AND DRIVE AREAS TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR TEST), OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 15.THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH, DEBRIS, AND ORGANIC MATERIAL IN A LAWFUL MANNER. 16.THE CONTRACTOR SHALL BE ADVISED THAT ALL EXCAVATION IS CONSIDERED UNCLASSIFIED AND THAT IT SHALL BE RESPONSIBLE FOR ALL MEANS, METHODS, AND MATERIALS OF CONSTRUCTION TO COMPLETE CONSTRUCTION AS DESIGNED. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF SITE DISPOSAL OF ANY AND ALL EXCESS OR UNSUITABLE MATERIAL UNABLE TO BE PLACED ON SITE AND THE IMPORTATION OF ANY BORROW MATERIAL NECESSARY TO COMPLETE THE JOB. 17.ALL EXCAVATION AND GRADING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. 18.SITE GRADING SHALL BE PERFORMED TO PROVIDE POSITIVE DRAINAGE TO STORM INLETS AND TO PRECLUDE THE PONDING OF WATER ON SITE. 19.VERIFY REQUIRED SPOT ELEVATIONS/GRADING IN THE VICINITY OF THE BUILDINGS WITH THE ARCHITECTURAL PLANS. 20.ALL ACCESSIBLE PARKING SPACES TO HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. 21.ALL SIDEWALKS, PATIO AREAS, AND ACCESSIBLE ROUTES TO THE BUILDING ARE TO HAVE A MAXIMUM CROSS SLOPE OF 2% AND A MAXIMUM LONGITUDINAL SLOPE OF 5%. 22.CONTRACTOR TO FIELD VERIFY PROPOSED AND EXISTING GRADES, SLOPES, ETC., FOR PROPOSED ACCESSIBLE PARKING AREAS, RAMPS, ETC., WITH ARCHITECT, PRIOR TO CONSTRUCTION. 23.LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE TAKEN FROM FIELD OBSERVATION, UTILITY MAPS, ETC., AND ARE NOT ASSUMED TO BE ACCURATE. PRIOR TO ANY CONSTRUCTION ACTIVITIES, CONTRACTOR TO DIG TEST PITS AT ALL PROPOSED UTILITY CROSSINGS, TO VERIFY LOCATION, DEPTH, SIZE, ETC. OF EXISTING UNDERGROUND UTILITIES, AND CONFIRM NEW UTILITY LINES CAN BE INSTALLED AS PROPOSED. ADVISE MEDEXPRESS CONSTRUCTION MANAGER IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES. C5.0 ZDF CBW CBW 752647 9/1/16 CONSTRUCTION DOCS GRADING PLAN SHEET NO. JOB NO.: DATE: CHECKED: DRAWN: DESIGN: ISSUE: NO . DA T E RE V I S I O N D E S C R I P T I O N W:\PROJECTS\MEDEXPRESS\752647-01 ARDEN HILLS, MN-GU\03-CIVIL\PLAN\PLAN\CDS\752647_5-GRADING.DWG - 9/22/2016 2:20 PM CO P Y R I G H T : T H E S E D R A W I N G S A R E T H E P R O P E R T Y O F ME D E X P R E S S ME D E X P R E S S AR D E N H I L L S , M N CO N S T R U C T I O N D O C U M E N T S 11 5 0 C O U N T Y R D E , A R D E N H I L L S , M N 5 5 1 1 2 1 09 / 2 3 / 2 0 1 6 PL A N R E V I E W C O M M E N T S Minnesota'sOne Call-Center CALL 811 or (800)252 1166- (651)454 0002- GOPHER STATE O E ANCL L This i ieee ettmmnadvry GOPO T TESAHERNEALLC NOTE: REFER TO CONSTRUCTION DETAILS SHEET SLOPE ARROW TOP OF CURB ELEV. BOTTOM OF CURB ELEV. TC=XXX.XX BC=XXX.XX X.XX% REFER TO TITLE SHEET MAJOR CONTOUR MINOR CONTOUR BUILDING PROPOSED 960 FG=XXX.XX LEGEND EXISTING MATCH EXISTING ELEVATION(M.E.) BOTTOM OF CURBBC TOP OF CURBTC FINISHED GRADEFG CLEAN OUT FINISH ELEVATION / PAVEMENT ELEVATION IN PAVED AREA (UNLESS NOTED OTHERWISE) 962 CO DOWNSPOUT CONNECTIONDS STORM SEWERSTM CATCH BASIN 1 9.22.16 R/W R/W R/W R/W R/W R/W STM STM ST M ST M STM STM S T M S T M S T M S T M S T M S T M S T M S T M S T M S T M SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N S A N S A N S A N S A N S A N S A N S A N S A N 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W 6' ' W W W W W W W W G G G G W W W W STORM MH RIM=937.26 INV SE (24" RCP)=931.94 INV W (21" RCP)=932.81 INV NW (12" RCP)=932.91 STORM MH RIM=940.6 INV NW/S (12" HDPE)=934.4 CB BEEHIVE RIM=937.69 INV SE (12" HDPE)=934.63 STORM MH RIM=937.85 INV N (12" HDPE)=932.90 INV S (12" HDPE)=932.85 INV N (18" RCP)=932.85 STORM MH RIM=940.6 INV NW/S (12" RCP)=934.4 FES 12 INV=936.2 Easement for Highway purposes per Doc. No. 609136 (14) Trail easement agreement per Doc. No. 2156885 (16) Drainage and Utility easment per Doc. No. 2156883 (13) Approximate Bio-Filtration area per Doc. No. 2163656 (18) Existing Building COUNTY ROAD E Publicly dedicated right of way Bituminous surface P r i v a t e a c c e s s d r i v e w a y B i t u m i n o u s s u r f a c e C o n c r e t e s i d e w a l k Concrete sidewalk Edge of water on 7/18/16 Pond B i t u m i n o u s s u r f a c e Bituminous surface UGE U G E U G E U G E U G E U G E U G E U G E U G E UGE UGE UGE UGE UGE UGE U G E U G E U G E U G E U G E UG E UG E UG E UG E UG E UG E U G E U G E U G E U G E U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T U G T W 6" S A N U G T MEDEXPRESS 1150 COUNTY RD E (4,733 SF) CO DS M CO DS DS G G G G G G GW W DS DS DS DS CO 8" S T M 4"STM CO 4" ST M 4"STM 12"STM 1 2 " S T M 5 5 3 4 4 2 2 2 (R) 55 ' @ 1 . 0 4 % ( M I N . ) 2 (R) CONTRACTOR TO VERIFY EXISTING UTILITY 0 GRAPHIC SCALE (IN FEET) 20 20 40 PROPOSED CONCRETE CURB PAVEMENT/WALK BUILDING STORM SEWERSTM SANITARY SEWERSAN COMBINED WATER SERVICE LINEW GAS SERVICE LINEG UGND. ELECTRIC LINEUGE UGND. TELEPHONE LINEUGT CLEANOUT CATCH BASIN LIGHT POLE SEE SHEET C5.0 FOR STORM STRUCTURE SCHEDULE SEE SHEET C6.1 FOR GENERAL UTILITY DETAILS SEE ARCHITECTURAL PLANS FOR STUB LOCATIONS UTILITY SERVICE NOTES: A. SANITARY SEWER: THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF THE EXISTING UTILITIES PRIOR TO ORDERING ANY SANITARY SEWER CONSTRUCTION MATERIALS. CONTACT THE DESIGN ENGINEER WITH ANY DISCREPANCIES. THE CONTRACTOR SHALL TRENCH, BACKFILL, PROVIDE AND INSTALL A NEW 6'’ SCHEDULE 40 PVC SERVICE LATERAL AND ASSOCIATED CLEANOUTS FROM THE PROPOSED BUILDING TO THE EXISTING SANITARY SEWER MAIN. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF ARDEN HILLS SEWER CODE AND THE STATE OF MINNESOTA BUILDING AND PLUMBING CODES. B. WATER SERVICE: THE CONTRACTOR SHALL TRENCH, BACKFILL, PROVIDE AND INSTALL A NEW 1.5” TYPE “K” COPPER WATER SERVICE LINE AS SHOWN ON THE PLAN. THE CONTRACTOR SHALL LOCATE THE EXISTING LINE, TIE INTO THE EXISTING SERVICE LINE, INSTALL THE NEW WATER SERVICE LINE AND MAKE THE CONNECTION TO THE METER INSIDE THE BUILDING. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL VALVES AND WATER METERS AS DIRECTED BY THE CITY OF ARDEN HILLS PUBLIC WORKS DEPARTMENT. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY OF ARDEN HILLS AND STATE OF MINNESOTA BUILDING AND PLUMBING CODES. C. ELECTRIC SERVICE: THE CONTRACTOR SHALL TRENCH, BACKFILL, PROVIDE AND INSTALL 2-3” SCH 40 PVC CONDUITS WITH LONG SWEEPING BENDS AND PULL WIRE FROM THE EXISTING UNDER GROUND ELECTRIC LINES TO THE PROPOSED UTILITY TRANSFORMER, OFF THE NORTHWEST CORNER OF THE BUILDING, BACK TO THE ELECTRIC/DATA ROOM. MAINTAIN EITHER A CLEAR HORIZONTAL DISTANCE OF 12” FROM CABLE AND TELEPHONE CONDUITS OR AN 18” VERTICAL CLEARANCE WHEN SHARING A TRENCH. THE ELECTRIC COMPANY SHALL MAKE THE CONNECTION TO THE ELECTRIC MAIN LINE. THE ELECTRIC COMPANY SHALL PROVIDE THE CT’S AND THE CONTRACTOR SHALL PROVIDE AND INSTALL THE CABINET. THE CONTRACTOR SHALL INSTALL THE CT’S AND GET AN ELECTRICAL INSPECTION APPROVAL FROM THE ELECTRIC COMPANY. THE ELECTRIC COMPANY SHALL PROVIDE AND INSTALL THE ELECTRIC METER AND CANISTER AND MAKE THE CONNECTION AT THE METER. THE CONTRACTOR SHALL COORDINATE THE ELECTRICAL SERVICE INSTALLATION WITH THE ELECTRIC COMPANY. D. TELEPHONE/CABLE SERVICE: THE CONTRACTOR SHALL TRENCH, BACKFILL, PROVIDE AND INSTALL 1-4” SCH 40 PVC CONDUIT WITH LONG SWEEPING BENDS AND PULL WIRE FROM THE UNDERGROUND UTILITY BACK TO THE ELECTRIC/DATA ROOM. THE CONTRACTOR SHALL PROVIDE AND INSTALL A 4’X4’ MOUNTING BOARD WITH A #6 GROUND WIRE. THE CONTRACTOR SHALL PROVIDE AN AC OUTLET FOR FIBER OPTIC SERVICE IF WANTED BY THE MEDEXPRESS CONSTRUCTION REPRESENTATIVE. THE CONTRACTOR SHALL COORDINATE HOOKUPS WITH THE TELEPHONE COMPANY. THE TELEPHONE COMPANY SHALL PROVIDE/INSTALL THE TELEPHONE LINE, INTERFACE BOX AND MAKE THE CONNECTION AT THE UTILITY POLE AND INTERFACE BOX. THE CONTRACTOR SHALL COORDINATE THE TELEPHONE SERVICE WITH THE TELEPHONE COMPANY. E. GAS: THE CONTRACTOR SHALL COORDINATE/INSTALL A NEW GAS SERVICE LINE FROM THE EXISTING 1.25" GAS MAIN, LOCATED SOUTH OF THE PROPOSED DUMPSTER LOCATION, BACK TO THE PROPOSED BUILDING WITH THE GAS COMPANY. CONTRACTOR TO INSTALL THE GAS METER 3' FROM THE THE BACK DOOR. CONTRACTOR TO INSTALL A 2" SCH 40 PVC SLEEVE WITH A SWEEPING 90 AT THE PROPOSED METER LOCATION ON THE BUILDING AND EXTEND THE SLEEVE BACK WEST TO THE EXISTING PROPERTY LINE. THE GAS COMPANY WILL TIE INTO THE SCH 40 SLEEVE AND PERFORM THE NEW TAP INTO THE EXISTING MAIN LINE. UTILITY PLAN GENERAL NOTES: 1.GENERAL CONTRACTOR TO VERIFY ALL UTILITY INFORMATION REQUIREMENTS (GAS, ELECTRIC, TELEPHONE, WATER AND SANITARY) WITH EACH UTILITY COMPANY. ALL REQUIREMENTS SHOULD BE INCLUDED IN BASE BID. ANY DISCREPANCIES PLEASE NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION. ALL REQUIREMENTS SHOULD BE INCLUDED IN BASE BID. 2.THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ELEVATION AND LOCATION OF ALL UTILITIES BY VARIOUS MEANS PRIOR TO BEGINNING ANY EXCAVATION. TEST PITS SHALL BE DUG AT ALL LOCATIONS WHERE SEWERS CROSS EXISTING UTILITIES, AND THE HORIZONTAL AND VERTICAL LOCATIONS OF THE UTILITIES SHALL BE DETERMINED. THE CONTRACTOR SHALL CONTACT THE OWNER IN THE EVENT OF ANY UNFORESEEN CONFLICTS BETWEEN EXISTING AND PROPOSED UTILITIES SO THAT AN APPROPRIATE MODIFICATION MAY BE MADE. 3.THE CONTRACTOR SHALL ARRANGE FOR AND COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES FOR SERVICE INSTALLATIONS AND CONNECTIONS AND MAIN AND SERVICE RELOCATIONS. THE CONTRACTOR SHALL COORDINATE THE WORK TO BE PERFORMED BY THE VARIOUS UTILITY COMPANIES AND SHALL SECURE ALL PERMITS AND PAY ALL FEES FOR CONNECTIONS, DISCONNECTIONS, RELOCATIONS, INSPECTIONS, AND DEMOLITION, AS NECESSARY. 4.THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY CONNECTIONS TO EXISTING BUILDINGS, ETC. WITHOUT INTERRUPTION UNLESS/UNTIL AUTHORIZED TO DISCONNECT BY THE OWNER, UTILITY COMPANIES, AND GOVERNING AUTHORITIES. THE CONTRACTOR SHALL INSTALL AS NECESSARY, TEMPORARY SITE LIGHTING, GAS, SANITARY, WATER, STORM, ELECTRIC, TELEPHONE, AND CABLE SERVICES TO SERVICE BUILDING(S) TO REMAIN OPEN. 5.RELOCATION OF ANY UTILITY COMPANY FACILITIES TO BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANY AND LOCAL MUNICIPALITY. CODED NOTES: 1.PROPOSED 6" SANITARY SERVICE LINE PER CITY OF ARDEN HILLS REQUIREMENTS. CONTRACTOR TO INSTALL SERVICE PER CITY REGULATIONS AND SPECIFICATIONS. SEE GENERAL UTILITY NOTE A FOR ADDITIONAL DETAILS. 2.PROPOSED COMBINED WATER AND FIRE PROTECTION SERVICE LINE, WITH METER AND BACKFLOW PREVENTER IN BUILDING (REFER TO PLUMBING PLAN). SEE GENERAL UTILITY NOTE B FOR WATER SERVICE DETAILS. 3.PROPOSED ELECTRIC SERVICE ROUTE. SEE GENERAL UTILITY NOTE C FOR ELECTRIC SERVICE DETAILS. 4.PROPOSED TELEPHONE/CABLE SERVICE ROUTE. SEE GENERAL UTILITY NOTE D FOR ADDITIONAL DETAILS. 5.PROPOSED GAS SERVICE AND METER PER LOCAL UTILITY DIRECTION. CONTRACTOR TO VERIFY AND COORDINATE POINT OF CONNECTION WITH XCEL ENERGY FOR PROPOSED SERVICE LOCATION. SEE GENERAL UTILITY NOTE E FOR GAS SERVICE DETAILS. LEGEND C6.0 ZDF CBW CBW 752647 9/1/16 CONSTRUCTION DOCS UTILITY PLAN EXISTING REFER TO TITLE SHEET FOR EXISTING LEGEND INFORMATION SHEET NO. JOB NO.: DATE: CHECKED: DRAWN: DESIGN: ISSUE: NO . DA T E RE V I S I O N D E S C R I P T I O N W:\PROJECTS\MEDEXPRESS\752647-01 ARDEN HILLS, MN-GU\03-CIVIL\PLAN\PLAN\CDS\752647_6-UTILITY.DWG - 9/22/2016 2:20 PM CO P Y R I G H T : T H E S E D R A W I N G S A R E T H E P R O P E R T Y O F ME D E X P R E S S ME D E X P R E S S AR D E N H I L L S , M N CO N S T R U C T I O N D O C U M E N T S 11 5 0 C O U N T Y R D E , A R D E N H I L L S , M N 5 5 1 1 2 1 09 / 2 3 / 2 0 1 6 PL A N R E V I E W C O M M E N T S Minnesota'sOne Call-Center CALL 811 or (800)252 1166- (651)454 0002- GOPHER STATE O E ANCL L This i ieee ettmmnadvry G!GOPO T TESAHERNEALLC CO OPEN CUT W/ FULL DEPTH PAVEMENT REPLACEMENT REMOVE EXISTING UTILITY(R) 1 9.22.16 R/W R/W R/W R/W R/W R/W Easement for Highway purposes per Doc. No. 609136 (14) Trail easement agreement per Doc. No. 2156885 (16) Drainage and Utility easment per Doc. No. 2156883 (13) Approximate Bio-Filtration area per Doc. No. 2163656 (18) COUNTY ROAD E MEDEXPRESS 1150 COUNTY RD E (4,733 SF) A B E F B E C PARKING ISLAND 400 SF G PARKING ISLAND 210 SF PARKING ISLAND 510 SF A A A A A A A A A A A PARKING ISLAND 180 SF C C C H F PARKING ISLAND 325 SF PARKING ISLAND 80 SF PARKING ISLAND 200 SF G B G G B G D DC C D D D D H H H H GRASS / SOD RIVER ROCK LEGEND PROPOSED PLANTING NOTES: 1.ALL PLANT MATERIAL SHALL BE NORTHERN NURSERY GROWN NO. 1 GRADE AND INSTALLED ACCORDING TO ACCEPTED PLANTING PROCEDURES. ALL PLANT MATERIALS SHALL MEET CURRENT AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. DO NOT PLANT MATERIALS UNTIL DIRECTED BY OWNER/CONSTRUCTION MANAGER. THE OWNER RESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL, FOR ANY REASON BEFORE OR AFTER IT IS INSTALLED. 2.SIZES SPECIFIED ARE MINIMUM SIZES TO WHICH THE PLANTS ARE TO BE INSTALLED. ANY PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE MUNICIPALITY AND OWNER. 3.ALL LANDSCAPING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH MUNICIPAL STANDARDS AND IN ACCORDANCE WITH CURRENT INDUSTRY STANDARDS IN A NEAT, HEALTH AND WEED FREE CONDITION. ANY DEAD, DISEASED OR DAMAGED PLANT MATERIALS ARE TO BE REPLACED IMMEDIATELY AFTER NOTIFIED TO DO SO. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR AFTER PLANTING AND ACCEPTANCE. 4.PLANT TREES AND SHRUBS IN ACCORDANCE WITH PLANTING DETAILS. DIG TREE PITS PER DETAILS. PLANT TREES AND SHRUBS AT THE SAME GRADE LEVEL AT WHICH THEY WERE GROWN AT THE NURSERY. IF HEAVY CLAY SOILS ARE EVIDENT, PLANT TREES AND SHRUBS HIGHER, APPROX. ¼ OF THE ROOT BALL ABOVE GRADE. 5.REMOVE ALL TWINE, WIRE, NURSERY TREE GUARDS, TAGS AND INORGANIC MATERIAL FROM ROOT BALLS. REMOVE THE TOP 1/3 OF BURLAP FROM EARTH BALLS AND REMOVE BURLAP FROM AROUND TRUNK. 6.FINELY SHREDDED HARDWOOD BARK MULCH, NATURAL COLOR (NON-COLORED), IS REQUIRED FOR ALL PLANTINGS AND PLANTING BEDS. MULCH PER PLANTING DETAILS. MULCH IN PLANT BEDS SHALL BE 3” THICK AT TIME OF INSPECTION AND AFTER COMPACTED BY RAIN OR IRRIGATION. 7.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES. IF A CONFLICT WITH UTILITIES EXISTS, NOTIFY OWNER/CONSTRUCTION MANAGER PRIOR TO PLANTING. TOPSOIL AND SOD NOTES: 1.ALL DISTURBED AREAS SHALL RECEIVE SOD. SOD SHALL BE GROWN ON TOPSOIL UNLESS APPROVED OTHERWISE. SOD SHALL BE 2 YEARS OLD AND STRONGLY ROOTED. PLACE SOD TIGHTLY WITH NO GAPS AND WITH GRAIN IN SAME DIRECTION. SOD SHALL BE WATERED IMMEDIATELY TO AVOID DRYING OUT. DO NOT INSTALL SOD UNTIL ACCEPTANCE OF FINISH GRADE AND IRRIGATION SYSTEM IS OPERATING PROPERLY UNLESS DIRECTED IN WRITING TO DO OTHERWISE. 2.SOD SHALL BE INSTALLED ON A MIN. OF 3”OF LIGHTLY COMPACTED APPROVED TOPSOIL. TOPSOIL SHALL BE FERTILE, SCREENED, FRIABLE TOPSOIL FREE OF STONES 1/2” IN DIA. AND LARGER, ROOTS, STICKS, OR OTHER EXTRANEOUS MATERIAL INCLUDING NOXIOUS PLANTS. PH BETWEEN 6.0 AND 6.5, SALTS 500 PARTS PPM, ORGANIC CONTENT 3% MIN. DO NOT INSTALL TOPSOIL UNTIL APPROVED BY OWNER/CM. TOPSOIL SHALL BE FINE GRADED TO A SMOOTH FINISH, FREE OF LUMPS AND DEPRESSIONS. IRRIGATION NOTES: 1.ALL PLANTING AREAS, LAWN AREAS AND LANDSCAPE ISLANDS SHOWN ARE TO HAVE A COMPLETE IRRIGATIONS SYSTEM. THE GC SHALL BE RESPONSIBLE FOR RETAINING A QUALIFIED FIRM FOR THE DESIGN OF THE IRRIGATION SYSTEM. THE GC SHALL SUBMIT THE IRRIGATION SYSTEM DESIGN TO THE ARCHITECT/OWNER FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. SPADE EDGE PLANT MATERIAL LIST SYM.QTY.PLANT NAME INSTALLED SIZE MATURE HEIGHT/ SPREAD SHRUBS (DECIDUOUS) A 24 GREEN VELVET BOXWOOD (BUXUS 'GREEN VELVET')3 GAL 4' HT. B 7 BLACK CHOKEBERRY (ARONIA MELANCOPA)3 GAL 3' HT. C 11 LO GRO SUMAC (RHUS AROMATICA 'GRO-LOW')2 GAL 2' HT. D 6 BLUE GLOBE SPRUCE (PICEA PUNGENS 'GLOBOSA')3 GAL 4' HT. SHADE TREE (DECIDUOUS) E 2 AUTUMN BLAZE MAPLE (ACER RUBRUM)4.5" DBH 50' / 40' F 2 SHADEMASTER HONEYLOCUST (GLEDITSIA TRICANTHOS INERMIS 'SHADEMASTER')3.5" DBH 40' / 35' G 4 BURGUNDY BELLE MAPLE (ACER RUBRUM 'BURGUNDY BELLE')3.5" DBH 45' / 35' H 5 ADAMS CRABAPPLE (MALUS 'ADAMS')2.5" DBH 20' / 20' TOPSOIL (AS SPECIFIED) AREA TO RECEIVE MULCH REFER TO PLANS FOR FINISH GRADE. PLANT MATERIAL. MINIMIZE LARGE OPEN AREAS WITHOUT NOTE: ALIGN SPADE EDGE SO AS TO NO SCALE SPADE EDGE1 NOTE: REMOVE BURLAP FROM TOP 1/3 OF INDIVIDUAL PLANTS. SET ROOT BALL ON UNDISTURBED SOIL "CONE" ROOT BALL OR CAREFULLY REMOVE CONTAINER. 3" HIGH TOPSOIL SAUCER FOR EQUAL TO 1 2 BALL 2 AT BOTTOM OF PIT. EXCAVATED SOIL OR TOPSOIL BACKFILL. REFER TO PLANS FOR FINISH GRADE. 3" SHREDDED HARDWOOD BARK MULCH SLOPE & SCARIFY SIDES OF PIT. WIDTH OF PIT TO BE TWO TIMES BALL DIAMETER.DIA. SHRUB PLANTING NO SCALE 3" SHREDDED HARDWOOD BARK MULCH EXCAVATED SOIL OR TOPSOIL BACKFILL SLOPE & SCARIFY SIDES OF PITEQUAL TO DIA.BALL DIAMETER "CONE" AT BOTTOM OF PIT FINISH GRADE 1. EVERGREEN TREES OVER 30" IN HEIGHT SHALL BE GUYED. 2. REMOVE TOP 1/3 OF BURLAP ON ROOT BALL. REMOVE WIRE BASKET COMPLETELY. 3. PROVIDE PLASTIC OR METAL FLAGS ON GUY WIRES IN OR NEAR SIDEWALKS. 3 NO SCALE DUCKBILL GUYING SYSTEM (OR EQUAL) WEED BARRIER FABRIC GENERAL NOTES: 1/2 BALL SET ROOT BALL ON UNDISTURBED SOIL WIDTH OF PIT TO BE TWO TIMES 3" HIGH TOPSOIL SAUCER ROOT FLARE SET AT GROUND LEVEL TREE PLANTING C8.0 ZDF CBW CBW 752647 9/1/16 CONSTRUCTION DOCS LANDSCAPE PLAN SHEET NO. JOB NO.: DATE: CHECKED: DRAWN: DESIGN: ISSUE: NO . DA T E RE V I S I O N D E S C R I P T I O N W:\PROJECTS\MEDEXPRESS\752647-01 ARDEN HILLS, MN-GU\03-CIVIL\PLAN\PLAN\CDS\752647_8.0-LANSCAPE PLAN.DWG - 9/22/2016 2:21 PM CO P Y R I G H T : T H E S E D R A W I N G S A R E T H E P R O P E R T Y O F ME D E X P R E S S ME D E X P R E S S AR D E N H I L L S , M N CO N S T R U C T I O N D O C U M E N T S 11 5 0 C O U N T Y R D E , A R D E N H I L L S , M N 5 5 1 1 2 1 09 / 2 3 / 2 0 1 6 PL A N R E V I E W C O M M E N T S Minnesota'sOne Call-Center CALL 811 or (800)252 1166- (651)454 0002- GOPHER STATE O E ANCL L This i ieee ettmmnadvry G!GOPO T TESAHERNEALLC LANDSCAPE REQUIREMENTS FRONTAGE TREES: REQUIRED: 1 TREE/50' OF FRONTAGE 95' FRONTAGE/50' = 2 TREES REQUIRED PROVIDED:2 TREES PERENNIALS AND SHRUBBERIES: REQUIRED:AT LEAST TEN (10) PERCENT OF TOTAL LANDSCAPED AREA SHALL BE COVERED WITH PERENNIALS AND OR SHRUBBERY AND BE PLANTED WITHIN THE PERIMETER OF THE PRIVATE PARKING, BUILDING, AND DRIVEWAY AREA. LANDSCAPE AREA: 7,780 SF -> 778 SF REQUIRED PROVIDED:1,160 SF PLANTING ISLANDS: REQUIRED:PLANTING ISLANDS SHALL OCCUPY TEN (10) PERCENT OF THE PARKING AREA PARKING AREA: 12,720 SF -> 1,272 AREA REQUIRED PROVIDED: 1,905 SF (AREAS AT END OF PARKING ROWS ARE COUNTED AS ISLANDS) REQUIRED:1 / TREE PER ISLAND PROVIDED:1 / TREE PER ISLAND SHRUB SHADE TREE SMALL SHRUBS ORNAMENTAL TREE 1 9.22.16 7 8 ' - 1 " 938'938' 9 4 1 ' T / P A R A P E T E L . + 1 9 ' - 5 " A . F . F . 7 8 ' - 1 " 6 6 ' - 1 0 " T / P A R A P E T E L . + 1 9 ' - 5 " A . F . F . 9 4 0 ' F F E 9 4 0 ' F F E 9 4 0 ' F F E T / P A R A P E T E L . + 1 9 ' - 5 " A . F . F . 9 4 0 ' F F E 1 7 8 ' - 2 " 938' FFE 9 4 0 ' F F E 9 4 2 ' F F E 7 9 ' - 2 " S H E E T N O . J O B N O . : D A T E : C H E C K E D : D R A W N : D E S I G N : I S S U E : NO.DATE REVISION DESCRIPTION COPYRIGHT: THESE DRAWINGS ARE THE PROPERTY OF MEDEXPRESS R D C I I R D C I I B B MEDEXPRESS ARDEN HILLS, MN CONSTRUCTION DOCUMENTS 1150 COUNTY ROAD E ARDEN HILLS, MINNESOTA 55112 7 5 2 6 4 7 - 0 1 0 8 - 3 0 - 2 0 1 6 C O N S T R U C T I O N D O C S 0 9 / 2 2 / 2 0 1 6 A 0 . 1 L I N E O F S I T E P L A N PR#1 PLAN REVIEW COMMENTS09/23/2016 1 1 A 1 F L O O R P L A N S H E E T N O . J O B N O . : D A T E : C H E C K E D : D R A W N : D E S I G N : I S S U E : NO.DATE REVISION DESCRIPTION COPYRIGHT: THESE DRAWINGS ARE THE PROPERTY OF MEDEXPRESS R D C I I R D C I I B B MEDEXPRESS ARDEN HILLS, MN CONSTRUCTION DOCUMENTS 1150 COUNTY ROAD E ARDEN HILLS, MINNESOTA 55112 7 5 2 6 4 7 - 0 1 0 8 - 3 0 - 2 0 1 6 C O N S T R U C T I O N D O C S 0 9 / 2 2 / 2 0 1 6 PR#1 PLAN REVIEW COMMENTS09/23/2016 1 1 EXTERIOR FIBER CEMENT PANEL NOTES:·EXTERIOR FIBER CEMENT PANELS MATERIALS & ACCESSORIESSHALL BE PURCHASED BY THE GENERAL CONTRACTOR. THEGENERAL CONTRACTOR SHALL COORDINATE ORDERING &DELIVERY WITH THE OWNER'S NICHIHA REPRESENTATIVE.·CONTRACTOR SHALL PROVIDE INSTALLATION BY AN APPROVEDNICHIHA NATIONAL ACCOUNT CERTIFIED INSTALLER,COORDINATE WITH NICHIHA REPRESENTATIVE.·NICHIHA PANELS SHALL BE INSTALLED CONTINUOUS FROMSTARTER TRACK AT BOTTOM TO TOP OF WALL. ALL TRIM BOARDSSHALL BE SURFACE MOUNTED ON TOP OF PANELS SURFACES W/MECHANICAL FASTENERS AS PER MANUF. RECOMMENDATIONS.TRIM BOARDS SHALL BE INSTALLED WITH SMOOTH SURFACEEXPOSED.·UTILIZE NICHIHA DOUBLE FLANGE SEALANT BACKER TO ACHIEVEVERTICAL CONTROL JOINTS AT WALL SURFACES EXCEEDING 30'LINEAL FEET. LOCATE JOINTS PER ARCHITECTURAL DRAWINGS.CAULK COLOR TO MATCH FIELD PANEL COLOR. COORDINATEINSTALLATION REQUIREMENTS WITH NICHIHA REPRESENTATIVEAND/OR INSTALLERS.·NICHIHA SPACERS SHALL BE USED TO SHIM PANELS WHEN FACEFASTENERS MUST BE UTILIZED FOR PANEL ATTACHMENT, SUCHAS AT TOP OF WALL CONDITIONS. COORDINATE WITH NICHIHAREPRESENTATIVE AND/OR INSTALLERS.NICHIHA REPRESENTATIVE CONTACT INFORMATION:MATT STEPHENSONNational Commercial Accounts Project CoordinatorNichiha USA, INC.6659 Peachtree Industrial Blvd., Suite AANorcross, GA 30092Cell: 770-789-8228 - E-mail: mstephenson@nichiha.com -Phone: 770-805-9466 MATERIALS BREAK DOWN·CEMENT PANELS AND TRIM - 73.94%·STORE FRONT GLASS/DOORS - 22.24%·FABRIC AWNINGS - 1.17%·ALUMINUM COPING - 2.65%GLASS KEYSPANDRELGLASSTRANSPARENTGLASS J O B N O . : D A T E : C H E C K E D : D R A W N : D E S I G N : I S S U E : NO.DATE REVISION DESCRIPTION R D C I I R D C I I B B MEDEXPRESS ARDEN HILLS, MN CONSTRUCTION DOCUMENTS 1150 COUNTY ROAD E ARDEN HILLS, MINNESOTA 55112 7 5 2 6 4 7 - 0 1 0 8 - 3 0 - 2 0 1 6 C O N S T R U C T I O N D O C S 0 9 / 2 2 / 2 0 1 6 A 3 E X T E R I O R E L E V A T I O N S PR#1 PLAN REVIEW COMMENTS09/23/20161 1 1 1 MATERIALS BREAK DOWN·CEMENT PANELS AND TRIM - 73.94%·STORE FRONT GLASS/DOORS - 22.24%·FABRIC AWNINGS - 1.17%·ALUMINUM COPING - 2.65%EXTERIOR FIBER CEMENT PANEL NOTES:·EXTERIOR FIBER CEMENT PANELS MATERIALS & ACCESSORIESSHALL BE PURCHASED BY THE GENERAL CONTRACTOR. THEGENERAL CONTRACTOR SHALL COORDINATE ORDERING &DELIVERY WITH THE OWNER'S NICHIHA REPRESENTATIVE.·CONTRACTOR SHALL PROVIDE INSTALLATION BY AN APPROVEDNICHIHA NATIONAL ACCOUNT CERTIFIED INSTALLER,COORDINATE WITH NICHIHA REPRESENTATIVE.·NICHIHA PANELS SHALL BE INSTALLED CONTINUOUS FROMSTARTER TRACK AT BOTTOM TO TOP OF WALL. ALL TRIM BOARDSSHALL BE SURFACE MOUNTED ON TOP OF PANELS SURFACES W/MECHANICAL FASTENERS AS PER MANUF. RECOMMENDATIONS.TRIM BOARDS SHALL BE INSTALLED WITH SMOOTH SURFACEEXPOSED.·UTILIZE NICHIHA DOUBLE FLANGE SEALANT BACKER TO ACHIEVEVERTICAL CONTROL JOINTS AT WALL SURFACES EXCEEDING 30'LINEAL FEET. LOCATE JOINTS PER ARCHITECTURAL DRAWINGS.CAULK COLOR TO MATCH FIELD PANEL COLOR. COORDINATEINSTALLATION REQUIREMENTS WITH NICHIHA REPRESENTATIVEAND/OR INSTALLERS.·NICHIHA SPACERS SHALL BE USED TO SHIM PANELS WHEN FACEFASTENERS MUST BE UTILIZED FOR PANEL ATTACHMENT, SUCHAS AT TOP OF WALL CONDITIONS. COORDINATE WITH NICHIHAREPRESENTATIVE AND/OR INSTALLERS.NICHIHA REPRESENTATIVE CONTACT INFORMATION:MATT STEPHENSONNational Commercial Accounts Project CoordinatorNichiha USA, INC.6659 Peachtree Industrial Blvd., Suite AANorcross, GA 30092Cell: 770-789-8228 - E-mail: mstephenson@nichiha.com -Phone: 770-805-9466 GLASS KEYSPANDRELGLASSTRANSPARENTGLASS J O B N O . : D A T E : C H E C K E D : D R A W N : D E S I G N : I S S U E : NO.DATE REVISION DESCRIPTION R D C I I R D C I I B B MEDEXPRESS ARDEN HILLS, MN CONSTRUCTION DOCUMENTS 1150 COUNTY ROAD E ARDEN HILLS, MINNESOTA 55112 7 5 2 6 4 7 - 0 1 0 8 - 3 0 - 2 0 1 6 C O N S T R U C T I O N D O C S 0 9 / 2 2 / 2 0 1 6 A 3 . 1 E X T E R I O R E L E V A T I O N S PR#1 PLAN REVIEW COMMENTS09/23/2016 1 1 1 1 S C A L E : 1 " = 3 0 ' MEDEXPRESS1150 COUNTY RD E(4,733 SF)CO MCO0.20.20.20.20.30.30.30.30.30.40.40.40.20.00.00.00.02.53.63.73.7 3 . 0 2 . 2 1 . 5 1 . 0 0 . 7 0 . 6 0 . 5 0 . 4 0 . 4 0 . 3 0 . 3 0 . 3 0.20.20.20.20.20.30.30.30.30.30.40.40.00.00.00.00.01.82.72.82.8 2 . 5 1 . 9 1 . 3 0 . 9 0 . 7 0 . 5 0 . 4 0 . 4 0 . 3 0 . 3 0 . 3 0 . 3 0.20.20.20.20.20.20.30.30.30.30.30.20.00.00.00.00.01.32.12.22.1 2 . 1 1 . 6 1 . 1 0 . 8 0 . 6 0 . 5 0 . 4 0 . 3 0 . 3 0 . 3 0 . 3 0 . 2 0.20.20.20.20.20.20.20.30.30.30.20.00.00.00.00.00.01.01.51.71.7 1 . 6 1 . 4 1 . 0 0 . 7 0 . 5 0 . 4 0 . 4 0 . 3 0 . 3 0 . 3 0 . 2 0 . 2 0.10.20.20.20.20.20.20.20.20.20.10.10.00.00.00.00.00.60.91.11.2 1 . 1 1 . 1 0 . 8 0 . 6 0 . 5 0 . 4 0 . 3 0 . 3 0 . 3 0 . 2 0 . 2 0 . 2 0.10.10.20.20.20.20.20.20.10.10.10.10.10.00.00.00.00.40.60.70.8 0 . 8 0 . 7 0 . 6 0 . 5 0 . 4 0 . 3 0 . 3 0 . 3 0 . 2 0 . 2 0 . 2 0 . 2 0.10.10.10.20.20.20.20.20.10.10.10.10.10.00.00.00.00.30.40.50.6 0 . 5 0 . 6 0 . 5 0 . 4 0 . 4 0 . 3 0 . 3 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0.10.10.10.10.20.20.20.10.10.10.10.10.10.10.00.00.00.20.30.30.4 0 . 4 0 . 4 0 . 4 0 . 4 0 . 3 0 . 3 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0.10.10.10.10.10.20.10.10.10.10.10.10.10.10.10.10.10.30.30.40.4 0 . 4 0 . 3 0 . 3 0 . 3 0 . 3 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 2 0 . 1 0.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.10.10.50.60.60.6 0 . 5 0 . 4 0 . 3 0 . 3 0 . 3 0 . 2 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0.10.10.10.10.10.10.00.10.10.10.20.20.30.30.30.20.20.81.01.00.9 0 . 6 0 . 4 0 . 3 0 . 3 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0.10.10.10.10.10.00.10.10.10.10.20.30.50.50.50.40.41.31.61.61.3 0 . 8 0 . 5 0 . 4 0 . 3 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0.10.10.10.10.10.00.10.10.10.20.30.50.70.80.80.80.62.12.62.41.9 1 . 0 0 . 7 0 . 4 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0.10.10.10.10.00.00.10.10.10.20.40.60.91.21.31.21.03.33.93.62.5 1 . 4 0 . 8 0 . 5 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0.10.00.00.00.00.00.10.10.10.30.50.81.31.71.91.91.53.64.24.12.8 1 . 8 1 . 0 0 . 6 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0.00.00.00.00.00.00.10.10.20.30.51.01.51.92.22.32.03.94.14.33.2 2 . 1 1 . 2 0 . 6 0 . 3 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0.00.00.00.00.00.00.10.10.20.30.61.11.72.42.93.12.85.14.95.23.9 2 . 6 1 . 5 0 . 7 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0.00.00.00.00.00.00.10.10.20.40.71.22.02.93.63.83.65.75.35.34.4 2 . 9 1 . 7 0 . 8 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0.00.00.00.00.00.00.10.10.20.40.71.32.23.03.53.93.95.35.94.94.3 3 . 1 1 . 8 0 . 9 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 1 0 . 1 0 . 1 0.00.00.00.00.00.00.10.10.20.40.81.42.22.93.84.64.24.96.35.14.3 3 . 1 1 . 8 0 . 9 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 1 0 . 0 0 . 0 0.00.00.00.00.00.10.10.10.30.50.81.42.33.24.35.04.75.75.45.04.4 3 . 0 1 . 7 0 . 8 0 . 4 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0.00.00.00.00.00.10.10.20.30.50.91.62.63.64.24.85.25.45.25.44.2 2 . 7 1 . 6 0 . 7 0 . 4 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0.00.00.00.00.10.10.20.30.50.81.32.33.44.75.66.76.54.44.54.73.5 2 . 3 1 . 3 0 . 6 0 . 3 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0.00.00.00.00.10.10.20.30.61.01.82.94.35.87.58.58.46.45.24.74.34.03.72.92.11.61.00.60.40.20.10.10.00.03.54.04.12.9 1 . 9 1 . 1 0 . 5 0 . 3 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0.00.00.00.00.10.10.20.40.71.22.03.24.56.07.37.78.46.64.65.04.63.93.83.12.41.91.30.80.50.20.10.10.00.03.64.33.92.7 1 . 5 0 . 9 0 . 5 0 . 3 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0.00.00.00.00.10.10.20.40.71.22.03.14.25.77.27.37.36.14.14.23.83.53.62.92.21.91.30.90.50.30.20.10.00.02.63.12.82.2 1 . 2 0 . 7 0 . 4 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0.00.00.00.00.10.10.20.40.71.11.82.73.64.75.76.05.74.53.53.12.92.92.82.31.91.61.20.80.50.30.20.10.10.01.62.01.91.5 0 . 9 0 . 5 0 . 4 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0.00.00.00.10.10.10.20.40.60.91.52.22.93.64.24.44.23.22.52.22.12.11.91.71.41.20.90.70.50.30.20.10.10.01.01.31.21.0 0 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P A R K I N G A R E A S I l l u m i n a n c e F c 3 . 4 6 8 . 2 1 . 1 3 . 1 5 7 . 4 5 S P I L L O F F P A R K I N G I l l u m i n a n c e F c 0 . 3 4 2 . 7 0 . 0 N . A . N . A . PR #1 09/23/16 PLAN REVIEW COMMENTS AND DELTA 1 J O B N O . : D A T E : C H E C K E D : D R A W N : D E S I G N : I S S U E : NO.DATE REVISION DESCRIPTION W H S W H S W H S MEDEXPRESS ARDEN HILLS, MN CONSTRUCTION DOCUMENTS 1150 COUNTY ROAD E ARDEN HILLS, MINNESOTA 55112 7 5 2 6 4 7 - 0 1 0 8 - 1 9 - 2 0 1 6 C O N S T R U C T I O N D O C S E - 1 4 S I T E L I G H T I N G P H O T O M E T R I C P L A N B i t u m i n o u s s u r f a c e C o n c r e t e s i d e w a l k B i t u m i n o u s s u r f a c e Bituminous surface MEDEXPRESS 1150 COUNTY RD E (4,733 SF) SKETCH NO. JOB NO.: DATE: DESIGN: REF. SHT: 1 inch = ft. GRAPHIC SCALE (IN FEET) 0 MEDEXPRESS - ARDEN HILLS, MN - FIRETRUCK TURNING MOVEMENT EXHIBIT 752647 N/A JTF 09.22.2016 130 30 15 30 60 City of Arden Hills Planning Commission Meeting for October 5, 2016 Page 1 of 1 MEMORANDUM DATE: October 5, 2016 PC Agenda Item 5.A TO: Planning Commission Chair Thompson and Commissioners FROM: Matthew Bachler, Senior Planner SUBJECT: Report from the City Council September 12, 2016 City Council Regular Meeting The City Council reviewed and approved Planning Case 16-017 for a side yard setback variance at 1536 Edgewater Avenue. This case was reviewed by the Planning Commission on August 3, 2016, and received a recommendation for approval (5-0). The City Council also approved Planning Case 16-019 for a PUD Amendment and CUP Amendment for the Holiday Station at 1920 West Highway 96. An amendment to the approved PUD and CUP was needed to allow Holiday to complete a 296 square foot addition to the convenience retail store. The Planning Commission recommended approval (5-0) of this case at their meeting on August 3, 2016. September 19, 2016 City Council Work Session Representatives from Bremer Bank and Frauenshuh met with the City Council to discuss a concept plan for a possible Planned Unit Development at the southwest corner of Lexington Avenue and County Road F. The plans call for replacing the existing Bremer Bank with a new facility, as well as the development of a daycare facility and multi-tenant commercial building on the site. A formal application would be required for the PUD, and would include a public hearing with the Planning Commission and City Council review. September 26, 2016 City Council Regular Meeting The City Council reviewed and approved Planning Case 16-022 for a side setback variance at 1500 Arden Place. This case was reviewed by the Planning Commission on September 7, 2016, and received a unanimous recommendation for approval (7-0). Page 1 of 1 DATE: October 5, 2016 PC Agenda Item 5.B TO: Planning Commission Chair Thompson and Commissioners FROM: Matthew Bachler, Senior Planner SUBJECT: Rice Creek Commons (TCAAP) and Update Meetings • On September 19th, the City Council met with the Master Developer team to review updated site plans. Communications/Media • On September 14th, the Mayor, along with County representatives and the Master Developer spoke at a Twin Cities North Chamber event regarding TCAAP. • On September 29th, the Master Developer spoke at the Arden Hills State of the City event at Flaherty’s Arden Bowl regarding TCAAP. MEMORANDUM