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2016-12-14 CPC Packet
illwater THE BIRTHPLACE OP MINNESOTA AGENDA PLANNING COMMISSION MEETING Council Chambers, 216 Fourth Street North December 14th, 2016 REGULAR MEETING 7:00 P.M. I. CALL TO ORDER II. ROLL CALL III. APPROVAL OF MINUTES 1. Possible approval of minutes of November 9th, 2016 regular meeting minutes IV. OPEN FORUM - The Open Forum is a portion of the Commission meeting to address subjects which are not a part of the meeting agenda. The Chairperson may reply at the time of the statement of may give direction to staff regarding investigation of the concerns expressed. Out of respect for others in attendance, please limit your comments to 5 minutes or less. V. PUBLIC HEARINGS - The Chairperson opens the hearing and will ask city staff to provide background on the proposed item. The Chairperson will ask for comments from the applicant, after which the Chairperson will then ask if there is anyone else who wishes to comment. Members of the public who wish to speak will be given 5 minutes and will be requested to step forward to the podium and must state their name and address. At the conclusion of all public testimony the Commission will close the public hearing and will deliberate and take action on the proposed item. 2. Case No. 2016-40: Consideration of a Special Use Permit and Variances thereof to develop a hotel with a restaurant and outside eating area, parking ramp and three- story office building on the property located at 232 Main Street North and includes city owned property at 2512nd Street North. Gartner Prop LLC, property owner. Anne Loff, Midnight Real Estate, LLC, applicant represented by HAF Group. 3. Case No. 2016-43: Consideration of a Zoning Map Amendment to include certain adjoining parcels into the Height Overlay District and zoning them as 'Bluffside' for the property located at 107 3rd Street North. Trinity Lutheran Church, Eric Olson, property owner and Brown's Creek, LLC, Jon Whitcomb, applicant. 4. Case No. 2016-44: Consideration of a Variance in order to build an attached garage, with a living space above, for the property located at 1 River Heights Drive. Tom Tierney, property owner. 5. Case No. 2016-45: Consideration of the land division of the property located at 1020 Owens Street North. Lois Kohns, property owner and Timothy Freeman, applicant. 6. *Case No. 2016-46: Consideration of Zoning Text Amendment to require site plan review of certain development projects in the Central Business District. City of Stillwater, applicant. **CASE NO. 2016-46: TABLED, UNTIL JANUARY 11TH, AT THE REQUEST OF STAFF** VI. NEW BUSINESS 7. Case No. 2014-40: Consideration of an Extension of the St. Croix Brewery Special Use Permit VII. STAFF UPDATES/FOR YOUR INFORMATION 8. Brian Farrell, Croix Bay FYI VIII. ADJOURNMENT THE 1INTNYLACE OF MINNESOTA PLANNING COMMISSION MEETING MINUTES November 9, 2016 REGULAR MEETING 7:00 P.M. Chairman Kocon called the meeting to order at 7:03 p.m. He noted that Case No. 2016-42, 1225 Broadway Street, does not require a variance, so no public hearing will be held. He also announced that Case No. 2016-40, Special Use Permit and Variances to develop a hotel with restaurant, outside eating area, parking ramp and three-story office building at 232 Main Street North, will be postponed to the December 14 meeting. Present: Chairman Kocon, Commissioners Collins, Fletcher, Kelly, Lauer Absent: Commissioners Hade, Hansen, Siess, Councilmember Menikheim Staff: City Planner Wittman APPROVAL OF MINUTES Possible approval of October 12, 2016 meeting minutes Motion by Commissioner Fletcher, seconded by Commissioner Collins, to approve the October 12, 2016 meeting minutes. Motion passed 5-0. OPEN FORUM There were no public comments. PUBLIC HEARINGS Case No. 2016-39: Special Use Permit for light manufacturing of distilled products, the operating of a tasting room similar to a restaurant, and an outdoor seating area for the property located at 124 2nd Street South. D-SAL LLC, property owner and Andrew Mosiman and Christie Wanderer, applicants. City Planner Wittman explained that the applicants wish to locate a distillery and tasting room to be called Wanderer Distilling Company in the existing building at 124 2nd Street South. The tasting room, with outdoor seating, will allow patrons to purchase and sample the products produced onsite; as per state regulation, the establishment will not be able to serve alcoholic products not produced by the facility. Approximately 2,300 square feet of the 7,500 square foot structure will be dedicated to the tasting room. Additionally, an approximately 8' X 60' patio will operate seasonally though it is not anticipated to be constructed within the first year of operation. The remaining 5,200 square feet will be dedicated to office, storage, utility, restrooms and approximately 3,000 square feet of warehouse/production space. Staff finds that with certain conditions, the proposed distillery and outdoor dining area meet the Special Use Permit provisions, and recommends conditional approval. Planning Commission November 9, 2016 Applicants Andrew Mosiman and Christie Wanderer, 13630 Paragon Avenue North, provided design boards showing the proposed distillery and offered to answer questions. They hope to open in the spring; federal licensing will take 4-6 months and equipment takes 3-4 months to construct. Chairman Kocon opened the public hearing. Chuck Buehler, 501 Main Street, stated he mentored the applicants as part of SCORE, an organization that helps new businesses. They are very dedicated and well qualified to run a business. Chairman Kocon closed the public hearing. Motion by Commissioner Lauer, seconded by Commissioner Collins, to approve Case No. 2016-39, Special Use Permit (SUP) for light manufacturing of distilled products, the operation of a tasting room and an outdoor seating area for the property located at 124 Second Street South with the seven conditions recommended by staff. Motion passed 5-0. Case No. 2016-41: Variance for a front yard setback and a setback from a steep slope greater than 24% for the property located at 2005 Hazel Court. Brian Larson, applicant and Theresa Milbourn, property owner. City Planner Wittman explained that Theresa Milbourn is requesting approval of: 1) a 10' variance to the 30' Front Yard setback for the construction of an attached garage; and 2) a 15' variance to the 30' Steep Slope setback for the construction of a portion of a single family residence. A letter of support was received from James Purcell and Patricia Lockyear at 2001 Hazel Court, adjacent property owners. Staff finds practical difficulty has been established for the 10' encroachment of a garage into the 20' Front Yard setback and recommends approval. Staff also finds practical difficulty has been established for the encroachment of the single family residence in the 30' Steep Slope area. However, practical difficulty has not been established for the construction of a three -season porch in this same setback area. The property owner has provided an alternate design option showing how they could potentially stay within the setbacks. Staff recommends approval of a 10' variance to the 30' Steep Slope setback for the construction of portions of the single family residence but denial of a 15' variance to the 30' Steep Slope setback for the construction of a three -season porch. Commissioner Fletcher asked the rationale for the bluff setback regulation. City Planner Wittman stated it was created for areas characterized as possibly unstable. The bluffline in this circumstance is a very sheer drop. While it doesn't appear from testimony of the applicant that there has been any erosion, putting more structures on the property could possibly cause erosion issues. The applicants are trying to minimize any erosion through the modern design of the home with a roofline that will drain to the north. Commissioner Fletcher asked if the Commission approves the application and then there is future erosion and damage to the structure, could the City be held liable? Ms. Wittman said she has not consulted the City Attorney on this question. Brian Larson, 2008 Hazel Court, architect representing the applicant, informed the Commission that the lot has been empty for more than 20 years due to its steep slope. If a home were constructed closer to the front property line, it would loom over all the neighbors. The proposed small one story house Page 2 of 4 Planning Commission November 9, 2016 fits this difficult lot. The requested variances lessen the impact on the neighborhood. From his own experience living on Hazel Court, he believes the slope is relatively stable. The front porch is the reason for the requested 15' variance. In response to staff recommendations and the concern about the porch, he said there is no other logical location for a porch. Commissioner Kelly asked what would be typical as far as testing the slope for stability. Mr. Larson responded that when his house was built, they did not do testing and he has not had any issues at his home with his walkout basement. The footings for the proposed house are 20-30 feet from the edge of the slope. Commissioner Kelly noted that with the alternative design, the house would almost be touching the paving near the pond. Excavation probably could not be done so close to the pond without damage. Chairman Kocon opened the public hearing. Robert Slogar, 2012 Hazel Court, voiced support for the application. He feels the design does an excellent job of developing a challenging property and he feels the setbacks create the difficulty needed for granting the variances. The properties in the area were platted before setback regulations were in place. Asked by Commissioner Fletcher if he has experienced any erosion on his property, Mr. Slogar stated not in 35 years. Mr. Larson commented on the staff suggestion that the 15' setback be granted for the porch only. He would prefer to have the 15' setback granted for the house as a whole, in case plans have to be tweaked. Chairman Kocon responded that if needed, they would still be able to tweak the house to the north and east. Chairman Kocon closed the public hearing. Chairman Kocon said he appreciates the applicant providing two different drawings. He has an issue with bringing the house closer to the bluff to accommodate the porch. He feels it is not a practical difficulty. Commissioner Kelly remarked that the bluff side is almost a front yard. The way the house has to be situated, the actual front yard is basically a driveway, so having more setback from the pond is a good idea. He feels the fact that the regulations were developed after the parcel was platted establishes practical difficulty; the design footprint and height are very reasonable for the lot. Commissioner Collins agreed with Mr. Kelly that practical difficulty has been established. Commissioner Fletcher commented she is still uncertain about the underlying soil stability, and concerned about the impacts of granting the variance if future erosion should occur. Chairman Kocon said he feels it is a well designed home and he could support the requests as proposed but he would prefer the design be changed to an 8' by 24' porch to bring the porch further away from the bluffline and lessen the required variance. Mr. Larson responded that the applicant would not want an 8' by 24' porch that would stretch across the entire living room. Page 3 of 4 Planning Commission November 9, 2016 Commissioner Lauer said he struggles with the porch being the one thing requiring the bulk of the variance. The potential for future erosion is another concern, even though it has been a fairly stable bluffline for the past 35+ years. Commissioner Fletcher reiterated concern about the City potentially being liable for a porch falling into the ravine. Motion by Chairman Kocon, seconded by Commissioner Lauer, to approve Case No. 2016-41, Variance for a front yard setback and a setback from a steep slope greater than 24% for the property located at 2005 Hazel Court, with the four conditions recommended by staff. Motion passed 5-0. NEW BUSINESS Short Term Vacation Rental Update City Planner Wittman shared a presentation from a community forum in October. On December 6, a stakeholders' meeting will be held to help determine what regulation is needed. Ms. Wittman reviewed questions that arose during the community forum. The issue will come back before the Commission in the future. STAFF UPDATES Zoning Administrator Ms. Wittman reported that the Zoning Administrator position application period has closed and there are 35-40 applicants. Hopefully the staff person will be on board in the next couple months. Croixbay Chairman Kocon asked about the Croixbay development. Ms. Wittman said the City Council chose to not uphold any recommendations and to deny the zoning text amendment. The applicant will pursue other options for the development and bring another proposal before the Commission. ADJOURNMENT Motion by Commissioner Lauer, seconded by Commissioner Collins, to adjourn the meeting at 8:50 p.m. All in favor, 5-0. Respectfully Submitted, Julie Kink Recording Secretary Page 4of4 11! r H F BIRTH PLACE 0� MINN E SOI A PLANNING COMMISSION MEETING DATE: December 14, 2016 CASE NO.: 2016-40 APPLICANT: Gartner Prop LLC, property owner. Anne Loff of Midnight Real Estate, LLC, applicant, represented by the HAF Group. REQUEST: Consideration of a Special Use Permit and Variances to develop a hotel with a restaurant and outside eating area, parking deck and three-story office building on the property located at 232 Main Street North and includes city owned property at 2512nd Street North. ZONING: Commercial Business District COMP PLAN: Downtown Mixed Use PREPARED BY: Abbi Jo Wittman, City Planner REQUEST Midnight Real Estate LLC has applied for a multi -use Special Use Permit for the construction of a hotel, with two restaurants and associated outside eating area for each, three-story parking deck, and three-story office building. The proposed new construction would be an infill project; facing Main Street North the building would be in-between Johnny's TV and Images of the Past and would extend back to border Mulberry Street East and Second Street North. A multi -use Special Use Permit, as well as the following variances, are being requested: City Code Section 31-317(c)(1) • A 9' variance to the 15' Front Yard Setback [City Code Section 31-317(c)(1)] for the hotel lobby and entrance to be located 6' from the property line adjacent to Main Street North. • A 14' variance to the combined 20' Side Yard Setback for the construction of the hotel and its appurtenances to be 2' from the property line on the south and 4' from the property line on the North. • A 5' variance to the Front (and Exterior Side Yard) Setback areas for the construction of a three-story office building 10' from the property lines adjacent to 2nd Street North and Mulberry Street west. • A 1% variance to the 80% maximum lot coverage permitted in the Central Business District. Case No. 2016-40 CPC December 14, 2016 Page 1 of 9 11! r H F BIRTH PLACE OF MINK E 8OI A • A 1% variance to the 20% minimum landscaped area for properties located in the Central Business District. City Code Section 31-510, Subd. 1 • A 15' variance to the 15' off-street parking space setback for the top parking deck level, accessed off of 2nd Street North PROPOSAL DETAILS The specific proposal includes: ■ Removal of the existing, single -story office building and the construction of a new hotel with primary entrance off of Main Street North. O The 64-unit hotel would have a main - floor cafe with outdoor eating area, which would border the Main Street North sidewalk. O The hotel is proposed to have three stories. O The third story of the hotel would include a full -service restaurant that is open to the public, though small conference and dining space could be reserved. Outdoor dining would be available on this level, on the rooftop of the second story. No additional rooftop dining is proposed. • A new, three -level parking deck would be located behind the hotel. The lowest level, though accessed off of Mulberry Street East, would be at the same grade as North Main Case No. 2016-40 CPC December 14, 2016 Page 2 of 9 11! r H F BIRTH PLACE OF MINK E 8OI A Street. The upper level would be accessed off of Second Street North and at that street's grade. A middle level would also be accessed off of Mulberry Street East. ■ Though indicated as a potential future phase, a three-story office building is proposed for the corner of Mulberry and 2nd Street North. The development will not be able to meet all of its parking onsite. Therefore, either a variance would need to be granted or a mitigation plan would need to be approved by the Downtown Parking Commission. VARIANCE ANALYSIS The purpose of the variance is to "...allow variation from the strict application of the terms of the zoning code where the literal enforcement...would cause practical difficulties for the landowner." In addition to the requirements, below, Section 31-208 indicates "[n]onconforming uses or neighboring lands, structures or buildings in the same district or other districts may not be considered grounds for issuance of a variance" and "...a previous variance must not be considered to have set a precedent for the granting of further variances. Each case must be considered on its merits." Section 31-208 further indicates: • Economic considerations alone do not constitute practical difficulties. • A previous variance must not be considered to have set a precedent for the granting of further variances. Each case must be considered on its merits. The applicant must demonstrate that: The variance is in harmony with the general purposes and intent of this chapter. The general purpose and intent of the Zoning Code is to regulate and restrict use of land for the protection of public health, safety and welfare. The purpose of the Front and Side Yard Setbacks, as well as the Minimum Lot Coverage is to maintain open, unencumbered space to regulate massing proportionality and to provide for adequate infiltration, landscaping, and design elements consistent with the historic core. These setback variances are in harmony with the general purposes and intent of the zoning chapter as they help ensure design consistency with historic development patterns on the properties in the vicinity, and are allowing for adequate landscaping and infiltration on a largely developed lot. The purpose of the off-street parking stall setback is to ensure separation between vehicles and pedestrians. This 15' area is an adequate area designed to accommodate landscape buffering, decorative lighting, and other pedestrian -scaled design elements. Without a setback adjacent to 2nd Street North, the pedestrian experience will include Case No. 2016-40 CPC December 14, 2016 Page 3 of 9 walking through vehicles with the parking lot on one side, and the on -street parking stalls along the other side. The variance is consistent with the comprehensive plan. Comprehensive Plan Chapter 6, Downtown Framework, focuses on the land uses, patterns for development and design considerations of the downtown area. The use is consistent with the Comprehensive Plan. As the site has been identified as a site of potential redevelopment in the Downtown Framework Plan Study Area, the redevelopment proposed will help support Comp Plan goals to redevelop this area. In regards to all setbacks and coverage minimums/maximums, Chapter 6 does encourage landscaping and pedestrian improvements along Mulberry and 2nd Street North. Regarding the Parking Objectives in the downtown area, the Comp Plan indicates "improvements to existing public parking lots should include more defined access, pedestrian connections, edge treatments and landscape enhancements." The applicant for the variance establishes that there are practical difficulties in complying with this chapter. "Practical difficulties," as use in connection with the granting of a variance, means that all of the following must be found to apply: The property owner proposes to use the land in a reasonable manner for a use permitted in the zone where the land is located, but the proposal is not permitted by other official controls; The use as a hotel, with two restaurants and associated outdoor dining areas, office building, and parking deck have all been found to be reasonable in the Central Business District. The plight of the landowner is due to circumstances unique to the property and that are not created by the landowner; and Setbacks in the Central Business District are nearly nonexistent for so many properties. However, the modern zoning code suggests separation between buildings and from the building to the street. With the Main Street property, however, the City's Downtown Design Review District guidelines encourage no setback off of Main Street North. Additionally, modern building code requirements restrict certain development right up to the property line when other buildings are present. As the properties on either side of the hotel are setback and/or built right to the property line, the uniqueness is aiming to find reasonable setbacks given the existing setbacks and their staggered nature. Regarding the maximum lot coverage and minimum landscaping requirement, this property is unique in that it is able to meet some of the open space requirements called Case No. 2016-40 CPC December 14, 2016 Page 4 of 9 11! r H F BIRTH PLACE OF MINK E 8OI A out for in the City's base zoning district regulations. However, this is not consistent with the traditional design of the downtown where most buildings are built lot line to lot line. The combination of a slightly greater amount of impervious surfacing is offset by the property owner's ability to infiltration and store water beneath the parking deck structure. The variance, if granted, will not alter the essential character of the locality. The Heritage Preservation Commission (HPC) reviewed the application on December 5th and granted conditional approval of the Design Permit. Two conditions of approval were that a sign plan, as well as a landscaping plan, be brought back for their consideration. The landscaping plan specifically focused on the redesign of the 2nd Street North streetscape, increasing the buffer between the pedestrian and the parking lot area. SPECIAL USE PERMIT REGULATIONS AND ANALYSIS Section 31-207 indicates in approving a Special Use Permit, it must be determined by the Planning Commission that: The proposed structure or use conforms to the requirements and the intent of this [zoning] chapter, and of the comprehensive plan, relevant area plans and other lawful regulations. Any additional conditions necessary for the public interest have been imposed and use/structure will not constitute a nuisance or be detrimental to the public welfare of the community. Zoning Code The zoning chapter requirements applicable to this Special Use Permit (SUP) are: Use: Hotels are permitted, by SUP, in the Central Business District. If approved, this will be the fourth hotel approved for downtown. The restaurant uses, as well as the outdoor dining areas also need an SUP. With certain conditions, hotels, restaurants, and outdoor dining areas have been found to be appropriate in this district. While office uses are permitted by right, the use is proposed on municipally -owned property and, therefore, has been included in this review. Question has been raised about the isolated office building on this parcel of land and whether or not it would be most appropriate to improve the municipally -owned parking in this location to accommodate for the lack of parking in the downtown core. Case No. 2016-40 CPC December 14, 2016 Page 5 of 9 ji I 11! r H E B I T H P L I[ C F O F M I N N E 8 0 1 A Off -Street Parking and Loading: Hotels are required to provide one parking space for each unit, plus one for the resident owner or manager (as well as one-half of required parking for related activities such as restaurants, lounges, and retail shops). Offices are required to provide one parking space for each 300 square feet of floor area. Simply put, the development cannot meet all of its parking, even with the construction of a three -level parking ramp. Therefore, the developer will be required to either increase the total number of parking spaces developed, will need to enter into a mitigation agreement with the Downtown Parking Commission, or will need to obtain a variance for the undeveloped parking. The development proposal includes the proposed use of the existing 2nd Street Municipal Parking Ramp, approximately 200 feet to the south, for the office building's daytime needs. In regards to the loading areas on site and adjacent, the Fire Department has noted that the minimum width for fire access is 20'. Given this, the underground loading and unloading area will need to be relocated as no parking will be allowed to be along the west side of the hotel as it will need to be designated as a fire lane. Additionally, as the southern terminus of the lowest level parking will emerge onto a 15' platted alley, that alleyway will need to be designated as one way onto Main and/or Commercial streets. As this does not meet the minimum requirements necessary for fire access, a 20' access road will need to be established in this area. Traffic and Circulation: A traffic study was completed by SRF for this project. While the traffic study addresses the impacts of the development to the circulation around the block (i.e. Commercial, 2nd, Mulberry, and Main), no consideration has been given to the interior circulation for the property. The Engineering Department has concern with the use of Commercial Street alley and the combined traffic from the existing commercial businesses. Particularly, and as noted in the previous section, the narrow alleyway has been utilized for two-way traffic. The following items are suggested to be explored: ■ A more defined interior roadway should be required. This poses a problem since the alley right-of-way is only 15 feet wide and not wide enough to support to way traffic of a min. 24 feet wide. (Requiring a one way from Main street could be considered, but may have implications with other business forced to either driver down Union Alley or go through the parking structure). ■ The Mulberry ramps on the first and second level could mean that patrons/ visitors may be inclined to do u-turns on Mulberry to get to and from each level. With sight line issues and increased traffic, this would not be ideal. ■ With the two new ramp entrances on Second and Mulberry, recommendation should be that on -street parking spaces be eliminated to improve sight distance. • Access and parking to the back of 217 N. Second Street and other properties should be maintained. Case No. 2016-40 CPC December 14, 2016 Page 6 of 9 tll1i!r H € BI TH PLI[CF tlF MINN E 8OI A With these concerns and recommendations, greater study of the onsite circulation must be conducted. This should be prepared by a traffic engineer. The study should look at the existing business needs and account for rear -entrance private parking. Stormwater Management Practices: Projects within the Middle St. Croix Watershed Management Organization (MSCWMO) must meet the full review requirements of the MSCWMO Plan. Approval of the SUP will be contingent on MSCWMO stormwater management plan review and approval. However, there is an existing City storm sewer on the site. It should be reconstructed so that it is not under any portion of the parking structure and appropriate easements shall be provided. Additionally, storm sewer calculations and volume control required will be required. Design Review: The HPC gave conditional approval of a Design Permit for this development at their last regularly -scheduled meeting on December 5, 2016. The conditions of approval included submission of a new sign plan for the property as well as a new 2nd Street North landscaping plan. Landscaping: In addition to the HPC, the Engineering Department has expressed concerns about the lack of landscaping along the 2nd Street North parking areas. Recommendation has been made that the parking lot structure could be shortened 15-20 feet (east to west) to accommodate more landscaping, and pedestrian lighting, in this area. Comprehensive Plan & Relevant Area Plans The project assists the City in meeting the Downtown Plan goal to "encourage a viable and compatible mic of community and visitor -serving activities that building on the assets of downtown as a desirable place to live, work, shop, and visit consistent with the capacity of public services and facilities and the natural resources." The development also meets the Local Economy Policy "to encourage downtown as a relocation destination for successful businesses." However, in regards to parking objectives identified in the Comp Plan, it is noted that the City shall "define opportunities to relocate parking without the downtown core aware from Lowell Park and the Riverfront." The installation of new parking in this area would help the City meet that objective. However, with specific regard to parking on 2nd Street North, an objective of the parking ramp on 2nd Street and Commercial was to "create at least 300 parking spaces" but the development fell short with only 250 spaces being created. As an objective to "look for shared parking opportunities for future redevelopment of parking lots downtown" exists, the redevelopment of this site and the public lands presents an opportunity for additional public parking along this corridor. The proposed ramp would maintain the existing number of publicly available parking spaces, but would not increase the number. Case No. 2016-40 CPC December 14, 2016 Page 7 of 9 ji I 11! r H F BIRTH PLACE OF MINK E 8OI A Other Lawful Regulations With outdoor dining areas proposed, no outdoor music or entertainment has been proposed. Any outdoor uses would need to conform to City Code Section 38-3, Noise Control and Regulation. Outdoor music, as well as outdoor entertainment, will require a modified Special Use Permit. ALTERNATIVES A. Approval If the Planning Commission finds practical difficulties do exist and that the proposal to be consistent with the provisions of the SUP process, the Commission should move to approve the SUP with or without conditions. Staff will have a list of minimum recommended conditions available at the meeting. B. Table C. Denial If the Planning Commission finds that the application is not complete enough to make determination of practical difficulty and compliance with the Special Use Permit, it could continue the review for additional information. If the Planning Commission finds no practical difficulty exists and the proposal is not consistent with the provisions of the SUP regulations, the Commission should deny the application. The Commission should indicate a reason for the denial and determine whether or not the denial is with or without prejudice. FINDINGS AND RECOMMENDATION On the basis the applicant has not established practical difficulty for the off-street parking stall setback, that no determination has been made regarding the lack of onsite parking, that the proposed parking plan is not consistent with the Comprehensive Plan, and that there are fire protection and traffic circulation issues that could cause a nuisance to this neighborhood, staff recommends the Planning Commission table the application until the January 11, 2017, meeting and request additional information be submitted. The 60 day deadline is December 20, 2016. If the Commission chooses to table the application, staff will maintain the right to extend the 60 day consideration window. ATTACHMENTS Site Location Map Narrative Submission Application for MSCWMO REview Tree Inventory Case No. 2016-40 CPC December 14, 2016 Page 8 of 9 11! r H F BIRTH PLACE OF MINK E 8OI A Traffic Impact Study Exterior Material List Facade Renderings Sign Plan Lighting Plan Title Sheet and Site Plans Hotel Floor Plans and Facade Details Office Building Floor Plans and Facade Details Parking Deck Plans and Details Landscape Plans Case No. 2016-40 CPC December 14, 2016 Page 9 of 9 1.17-.. ...i .04 SI' „ 1 I (water .t . o ‘,.. 2., , . ..„-_-. _ - . 1_ ,AiL .„.x.....• j I. , _ _ , ,,1, --- il. - 4 0, T X,U • e.,,, r St 411. _,- - . . , . , , ,f. - :. i . '...41-1 I _ -5----- , e 47i liiillIkr ,,,,,- ,- — — 'P 1 I - The Birthplace of Minnesota rAtOkI NV 232 Main Street North 251 2nd Street North e51 Parcel Boundaries selection -°-•— Municipal Boundary Parcel Boundaries 02 7 -A -; 11 N 1•1 do , .. . 0. . !,.....“ .23 .-k 0 0 80 11160 320Fe -•"000 ' t et e. General Site Location -, 1111r1"4 1 1'_ 4i- r i • j.11••••iin • •••.• , ..% - A --____--------41 A r _ I ilA r _rfkVallivipgr•-• Iktv.hrm-,. : , % 1 . - _ ---... , 1104441/ 4r) 4 , 1 Ot' W - t rm 0 " ' fig. :I \.7N. ' ' \ , - 4... ... ••.....-::. - - •.'4 , ----. -- :.).- re04111006 $ at_ .,•••.-1 • 6 4 , i • r HAF GROUP ARCH T E C T U e c Dcv E L O I' M E N 1 C O N 5 1 u U C T 1 O N Planning Commission Submittal 12-14-16 North Main Hotel 232 North Main Street Stillwater, MN 55082 233 MAIN STREET SOUTH, STILLWATER, MN 55082 PH 651-351-1760FAX .651-430-0180 W W W.HAFARCHITECTS.COM HAF GROUP ARCHITECTURE DRRETORM TN I C O N S 1 R U C T I O N Table of Contents Planning Administration Application Forms ■ Legal Description ■ City of Stillwater Downtown Height Zones Map • Flood Hazard Determination Form • Middle St. Croix Watershed Management Application • Project Narrative ■ Appendix i - Variance Requests ■ Appendix ii - Business Plan Narrative with Menu • Tree Survey Report • Traffic Study Report (Preliminary Findings) • Material List (Exterior Facade) • Architectural 3D Renderings 233 MAIN STREET SOUTH, STILLWATER, MN 55082 PH:651-351-1760FAX :651-430-0180 W W W.HAFARCHITECTS.COM .T 3 •,*d ?i PLANNING ADMINISTRATION APPLICATION FORM COMMUNITY DEVELOPMENT DEPARTMENT CITY OF STILLWATER 216 NORTH FOURTH STREET STILLWATER MN 55082 x Special/Conditional Use Permit x Variance Resubdivision Subdivision* Comprehensive Plan Amendment* ACTION REQUESTED Case No: Date Filed: Base Fee: Technology Fee: $25.00 Receipt No.: Zoning Amendment* Planning Unit Development * Certificate of Compliance Lot Line Adjustment *An escrow fee is also required to offset the costs of attorney and engineering fees. The fees for requested action are attached to this application. The applicant is responsible for the completeness and accuracy of all forms and supporting material submitted in connection with any application. All supporting material (i e., photos, sketches, etc.) submitted with application becomes the property of the City of Stillwater. Only one copy of supporting materials are required. However, any documents larger than 11 x 17 must be submitted in paper and In pdf format. Review the Checklist to the Planning Administration Application Form for the complete list of required items that must be submitted. Any incomplete application or supaortina material will cause your application to be relected by the City. Required — Applications will be rejected without a legal description. A legal description is found on the deed to the property. Attach as an exhibit if necessary. After Planning Commission approvals, there is a 10-day appeal period. Once the 10-day appeal period has ended, the applicant will receive a zoning use permit which must be signed and submitted to the City to obtain the required building permits. PROPERTY IDENTIFICATION Parcel 1 (Gartner parcel) - 232 N. Main St. Parcel 2 (Gartner parcel) - 232 N. Main St. Address of Project Parcel 1 (City parcel) - 251 2nd St. North 2803020140039 2803020130182 Assessor's Parcel No. 2803020130159 (GEO Code) Complete Property Legal Description* Please see attached Legal Description_ _ (*Required — Applications will be rejected without a legal description) Tax descriptions and property descriptions from the county are not acceptable. Zoning District CBD Description of Project Develop a boutique hotel with parking ramp and 3 story office building on property. This hotel would Include a public high-level restaurant, 63-room boutique hotel with a main level public cafe. The parking ramp would provide 106 parking stalls for publlcc and hotellresturant guest parking. "I hereby state the foregoing statements and all data, information and evidence submitted herewith in all respects, to the best of my knowledge and belief, to be true and correct. I further certify I will comply with the permit if it is granted and used." Required If other than property owner Property Owner Gartner Studios Representative Matt Coopet - HAP Architects Mailing Address 232 Main St. Mailing Address 233 South Main St. City - State — Zip Stillwater, MN 55082 City - State — Zip Stillwater, MN 55082 Telephone No. 1164-43O4661 I - a o Telephone No. 651-351-1760 Email _ artnerstu c • m Email mattcjI afarchitects.com Signature i (Sign et{r required) Signature (Sigattire is tl fired) S:\PLANNING\ADMINISTRATION\FORMS\PLANAPP.DOCX January 29, 2013 PLANNING ADMINISTRATION APPLICATION FORM COMMUNITY DEVELOPMENT DEPARTMENT CITY OF STILLWATER 216 NORTH FOURTH STREET STILLWATER MN 55082 Special/Conditional Use Permit Variance Resubdivision Subdivision* Comprehensive Plan Amendment* ACTION REQUESTED Case No: Date Filed: Base Fee: Technology Fee $25.00 Receipt No.: Zoning Amendment' Planning Unit Development • Certificate of Compliance Lot Line Adjustment *An escrow fee is also required to offset the costs of attomey and engineering fees. The fees for requested action are attached to this application. The applicant is responsible for the completeness and accuracy of all forms and supporting material submitted in connection with any application. All supporting material (1 e., photos, sketches, etc.) submitted with application becomes the property of the City of Stillwater. Only one copy of supporting materials are required. However, any documents larger than 11 x 17 must be submitted in paper and in pdf format. Review the Checklist to the Planning Administration Appllcatlon Form for the complete list of required items that must be submitted. Anv incomplete anplicatlon or supnortlna material will cause your application to be rejected by the City. Required — Applications will be rejected without a legal description. A legal description is found on the deed to the property. Attach as an exhibit If necessary. After Planning Commission approvals, there is a 10-day appeal period. Once the 10-day appeal period has ended, the applicant will receive a zoning use permit which must be signed and submitted to the City to obtain the required building permits. PROPERTY IDENTIFICATION Parcel 1 (Gartner parcel) - 232 N. Main St. 2803020140039 Parcel 2 (Gartner parcel) - 232 N. Main St. 2803020130182 Address of Project Parcel 1 (City parcel) - 251 2nd St. North Assessor's Parcel No. 2803020130159 (GEO Code) Complete Property Legal Description* Please see attached Legal Description (*Required — Applications will be rejected without a legal description) Tax descriptions and property descriptions from the county are not acceptable. Zoning District CBD Description of Project Develop a boutique hotel with parking ramp and 3 story office building on property. This hotel would include a public high-level restaurant, 63-room boutique hotel with a main level public cafe. The parking ramp would provide 108 parking stalls for publlcc and hotel/resturant guest parking. "I hereby state the foregoing statements and all data, information and evidence submitted herewith in all respects, to the best of my knowledge and belief, to be true and correct. I further certify I will comply with the permit if it is granted and used." Property Owner Mailing Address City - State — Zip Telephone No. Email Required Midnight Real Estate, LLC 314 1st. Ave. N. Suite 6300 Minneapolis, MN 55401 812.987-2044 anneloff@aol.com If other than property owner Representative Mailing Address City - State — Zip Telephone No. Email Anne Loff 314 1st. Ave. N. Suite 6300 Minneapolis, MN 55401 612-987-2044 'pnnetotiSsol.com ,r Signature (Signature is e Signature (Signs ir9A )required) S:\PIANNING\ADMINISTRATION\FORMS\PLANAPP.DOCX January 29, 2013 LEGAL DESCRIPTION (GARTNER PARCEL): The following Legal Description is as shown on Commercial Partners Title, LLC as agent for Old Republic National Title Insurance Company Title Commitment No. 51792, dated July 28, 2016. PARCEL 1: All that part of Lots 2, 3, 4, 5, 6 and 8 of Block 18 of the Original Town, now City of Stillwater, Washington County, Minnesota, more particularly described as follows, to wit: Beginning at the Northeasterly corner of Lot 2, Block 18, Original Town of Stillwater, Washington County, Minnesota, thence Westerly along the Northerly line of said Lot 2 for 50.0 feet; thence Southerly and parallel with the Westerly line of said Lot 2 for 10.0 feet; thence Westerly and parallel with said Northerly line of Lot 2 for 100.0 feet to said Westerly line of Lot 2; thence Southerly along said Westerly line of Lot 2 for 40.0 feet to the Southwesterly corner thereof; thence Easterly along the Southerly line of said Lot 2 for 125.0 feet to the Northwesterly corner of the Easterly 25.0 feet of Lot 3 of said Block 18; thence Southerly along the Westerly line of said Easterly 25.0 feet of Lot 3 and along the Easterly line of the Easterly 25.0 feet of Lot 4 of said Block 18 for 100.0 feet to the Northerly line of Lot 5 of said Block 18; thence Westerly along said Northerly line of Lot 5 for 15.0 feet; thence Southwesterly in a straight line to a point in the South line of said Lot 5, said point being 93.0 feet Easterly from the Southwesterly corner of said Lot 5, as measured along said Southerly line of Lot 5; thence Easterly along said Southerly line of Lot 5 for 7.0 feet; thence Southerly and parallel with the Westerly line of Lot 6 of said Block 18, for 32.0 feet; thence Easterly and parallel with the Northerly line of said Lot 6 for 50.0 feet to the Easterly line of said Lot 6; thence Northerly along said Easterly line of Lot 6 for 1.56 feet, more or less, to its intersection with a line drawn Easterly and parallel with the Northerly line of Myrtle Street from a point in said Westerly line of Lot 6, said point being 18.0 feet Northerly, as measured along said Westerly line of Lot 6, from the Southwesterly corner of said Lot; thence Easterly and parallel with said Northerly line of Myrtle Street for 66.0 feet to a point 84.0 feet Westerly of the Westerly line of Main Street, as measured along said line parallel with Northerly line of Myrtle Street; thence Northerly and parallel with said Westerly line of Maln Street for 52.7 feet to its intersection with a line drawn parallel with and 434.0 feet Northerly of said Northerly line of Myrtle Street; thence Easterly and parallel with said Northerly line of Myrtle Street and 434.0 feet Northerly therefrom for 84.00 feet to said Westerly line of Main Street; thence Northerly along said Westerly line of Main St. for 100.35 feet to a point in said West line of Main Street, said point being 534.35 feet Northerly from said Northerly line of Myrtle Street, as measured along said Westerly line of Main Street, thence Westerly and parallel with the Southerly line of Mullberry Street for 150.0 feet to the Easterly line of said Lot 3 of Block 18; thence Northerly along said Easterly line of Lot 3 and along the Easterly line of said Lot 2 for 75.84 feet to the point of beginning. EXCEPT the following described property: All that part of Lot 2, Block 18, of the Original Town (now City) of Stillwater, Washington County, Minnesota, described as follows: Beginning at the Northeasterly corner of Lot 2, Block 18, Original Town of Stillwater as surveyed and platted, thence Westerly along the Northerly line of said Lot 2 for 50 feet; thence Southerly and parallel with the Westerly line of said Lot 2 for 10 feet; thence Westerly and parallel with said Northerly line of said Lot 2 for 100 feet to said Westerly line of said Lot 2; thence Southerly along said Westerly line of said Lot 2 for 40 feet to the Southwesterly corner thereof; thence Easterly along the Southerly line of said Lot 2 to the Southeasterly corner thereof; thence Northerly along the Easterly line of said Lot 2 to the point of beginning. "as amended by Myron Shepard's Perfected Plat of the City of Stillwater dated May 21, 1978." Washington County, Minnesota Torrens Property PARCEL 2 The West 125 feet of Lots 3 and 4, Block 18 of the Original Town, now City of Stillwater, Washington County, Minnesota. Abstract Property LEGAL DESCRIPTION (CITY PARCEL): The following Legal Description is as shown on Commercial Partners Title, LLC as agent for Old Republic National Title Insurance CompanyTitle Commitment No. 51886, dated September 12, 2016. Parcel 1 Lot 1 and the North 10 feet of the West 100 feet of Lot 2, Block 18, Original Town (now City) of Stillwater, together with all hereditaments and appurtenances belonging thereto, Washington County, Minnesota. Abstract Property Parcel 2 All that part of Lot Two (2), Block Eighteen (18), of the Original Town (now City) of Stillwater, as amended by Myron Shepard's Perfected Plat of the City of Stillwater dated May 21, 1878, Washington County, Minnesota, described as follows: Beginning at the Northeasterly corner of Lot Two (2), Block Eighteen (18), Original Town of Stillwater as surveyed and platted; thence Westerly along the Northerly line of Lot Two (2) for 50 feet; thence Southerly and parallel with the Westerly line of said Lot Two (2) for 10 feet; thence Westerly and parallel with said Northerly line of said Lot Two (2) for 100 feet to said Westerly line of said Lot Two (2); thence Southerly along said Westerly line of said Lot Two (2) for 40 feet to the Southwesterly corner thereof; thence Easterly along the Southerly line of said Lot Two (2) to the Southeasterly corner thereof; thence Northerly along the Easterly line of said Lot Two (2) to the point of beginning. Washington County, Minnesota Torrens Property City of Community De clopmenI Dena dnn nl Road centerlines CBI Height Overlay District Riverside -1.5 stories/20' Parkside - 2.5 stories/30' Historic - 3 stories/37' [ _ ! Bluffslde - 4 stories/45' MI Bluff Top - 3 stories/35' City of Stillwater Downtown Height Zones a DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY STANDARD FLOOD HAZARD DETERMINATION FORM (SFHDF) See The Attached O.M.B. No. 1660-0040 Instructions Expires May 30, 2015 SECTION I - LOAN INFORMATION 1. LENDER NAME AND ADDRESS Coulee Bank- St.Paul Office 1516 Losey Blvd S La Crosse, WI 54601 Amy Vickroy 2. COLLATERAL (Building/Mobile Home/Property) PROPERTY ADDRESS AND PARCEL NUMBER (See Instructions section for more information) 232 MAIN ST N* STILLWATER, MN 55082 Parcel Number:*28.030.20.14.0039 Gardner Prop LLC 3. LENDER ID NO 18361 4. LOAN IDENTIFIER TEST 5. AMOUNT OF FLOOD INSURANCE REQUIRED SECTION II A. NATIONAL FLOOD INSURANCE PROGRAM (NFIP) COMMUNITY JURISDICTION 1. NFIP Community Name 2. County(ies) 3. State 4. NFIP Community Number STILLWATER, CITY OF WASHINGTON MN 275249 B. NATIONAL FLOOD INSURANCE PROGRAM (NFIP) DATA AFFECTING BUILDING/MOBILE HOME 1. NFIP Map Number or Community -Panel Number (Community name, if not the same as "A") 2. NFIP Map Panel Effective/ Revised Date 3. LOMA/LOMR Number 4. Flood Zone 5. No NFIP Map 27163CO266E 02/03/10 X500 C. FEDERAL FLOOD INSURANCE AVAILABILITY (Check all that apply) 1. 13Z Federal flood Insurance is available (community participates in the NFIP). x Regular Program Emergency Program of NFIP 2. fl Federal flood insurance is not available because community is not participating in the NFIP. 3. [- Building/Mobile Home is in a Coastal Barrier Resources Area (CBRA) or Otherwise Protected Area (OPA). Federal Flood Insurance may not be available. CBRA/OPA Designation Date: D. DETERMINATION IS BUILDING/MOBILE HOME IN SPECIAL FLOOD HAZARD AREA (ZONES CONTAINING THE LETTERS "A" OR "V")7 ❑ YES X NO If yes, flood insurance is required by the Flood Disaster Protection Act of 1973. If no, flood insurance is not required by the Flood Disaster Protection Act of 1973. Please note, the risk of flooding in this area is only reduced, not removed. E. COMMENTS (Optional) Census Tract Info - State: 27 MSA: 33460 County: 163 Tract: 0706.01 Customer Comment: 28.030.20.14.0039 ""Flood Determinations are provided solely for the use & benefit of client to comply with the 1994 Reform Act and may not he used or relied upon by any third party for any purpose, including, but not limited to, deciding whether to build or purchase a property orflood insurance on a property, or in determining the value of n property. This determination is based on examining the NFIP map, any Federal Emergency Management Agency revisions to it, and any other information needed to locate the building/mobile home on the NFIP map. F. PREPARER'S INFORMATION NAME, ADDRESS, TELEPHONE NUMBER (If other than Lender) Wolters Kluwer Financial Services 6815 Saukview Drive St. Cloud, MN 56303 (800) 447-7893 DATE OF DETERMINATION 10/12/2016 Cert# 14731940 Life of Loan FEMA Form 086-0-32, (4/12) PREVIOUSLY FEMA Form 81-93 NOTICE TO BORROWER OF PROPERTY NOT IN SPECIAL FLOOD HAZARD AREA The Flood Disaster Protection Act of 1973 and/or the National Flood Insurance Reform Act of 1994 mandate that all federal instrumentalities or lenders that service loans for the Federal National Mortgage Association and Federal Home Loan Mortgage Corp. require borrowers whose loans are secured by improved real estate or a mobile home that are or will be located in an area designated by the Director of the Federal Emergency Management Agency as in a Special Flood Hazard Area to purchase flood insurance. Special Flood Hazard Areas are areas delineated on the Flood Insurance Rate Map (FIRM) or, if the FIRM is unavailable, on the Flood Hazard Boundary Map (FHBM) of a given community. These areas have a 1 % chance of being flooded within any given year. The risk of exceeding the 1 % chance increases with time periods longer than one year. For example, during the life of a 30-year mortgage, a structure located in a Special Flood Hazard Area has a 26 percent chance of being flooded. A review of the applicable FIRM or FHBM on which the improved real estate or mobile home securing the address described below is located, shows that on the date printed below, the security for the subject property is NOT located in a Special Flood Hazard Area and flood insurance is not required at this time. If, during the term of your loan, the subject property is identified as being in a Special Flood Hazard Area, you will be required to purchase and maintain flood insurance at your expense. Upon notice, and after failure to comply, flood insurance will be force placed at your expense. Property Address: 232 MAIN ST N* STILLWATER, MN 55082 Date of Determination: 10/12/2016 Signature of Lender Date: Signature of Borrower Date. Signature of Borrower Date Name of Borrower Gardner Prop LLC •T •: 3 •,*d ?i C'C 1S e (*not O r' Q -i-myt Ploe( f a, Y1l�AQI t PJ L I� t Nedra)5 t `�� 11 '44 . o e- � �c �i biLatcc ti s � Name of Authorized Agent: `. yt ili lei j rem Representing: L 1` i�1�f�T1 { eczi F Street Address: `233satzkiN t' c r ti- City: 4riA1U.c lef' State•, -Aik,A, Zip: 8 4 Day Telephone: h51.3St • %TDD Fax: 430 • C)t (sO Name of Property Owner: Owner's Street Address: Owner's City: SWILNIAtir State: 11 I4 Owner's Telephone: (051 ' i • 11 CXI Owner's Fax: ( gn*trurc dfVtuthorixed Agent) 5 O 2- MIDDLE ST. CROIX WATERSHED MANAGEMENT ORGANIZATION 4 5 5 Hayward Avenue Oakdale, MN 5 5 1 2 E Phone 651 .275 1 1 3 6 x22 fax 65 275.1254 wwvr. m5cwmo. org APPLICATION FOR PROJECT REVIEW Project information to be completed by the applicant. Applicant must notify the community before submitting to MSCWMO. Approval of a project by the MSCWMO Board in no way purports to permit acts which may be prohibited by other governmental agencies. Date Received by Member Community: by MSCWMO: Name of Project: N O st;,., H 64-e_ I Purpose of Project: kn'q-frUf f j/j per, y k 4 II 61-14 (krlfivt. Location of Project (street address, if !mown): j # (M 44_ ikoeFint 5 e+ City or Township: S'f'1 I It JQI4-1P4 A jJ Legal Description: Section: ZS r/. Section: Township: 3 S€�1' , a�N Range: 2—D w Project Description: ik • • fi. i I' xer d P'e(f tf�l')Ck1 C'i r) Iwo'NAY net I tOCka an 14 Heil() (C n ii1 '4 ,4. kitki,Zn 3 t esi , rt ` 64 Required :Stu htn i tt cal Items: Review Fee: Development Fee Scale $350-$5,000 based on new or reconstructed impervious and land disturbance. Existing conditions map showing at a minimum North point, scale, section lines, property boundary and legal description, zoning, total acreage, streets and other public ways, permanent structures, utilities, easements, bluff lines and areas with slopes > 12°/s, wetlands and surface water (showing 100-year flood and OHW elevations), shoreland areas, topographic date (showing contour intervals of not more than 2 feet), soil survey information, and other significant physical features end natural resources Proposed grading plan showing at a minimum: North point, scale, section lines, grading limits, existing and proposed contours, soil boring locations (for all proposed stormwater management features), utilities, easements, bluff lines and areas with slopes > 12Y , wetlands and surface water (showing 100-year flood and OHW elevations), shoreland areas, existing and proposed structures, lowest floor elevations for proposed structures adjacent to surface water and atormwatermanagement features, all required buffers and setbacks, end grading quantities Storm Water Pollution Prevention Plan (SWPPP) that meets the 'requirements of the Minnesota Pollution Control Agency's National Pollutant Discharge Elimination System (NPDES) general stormwater permit for construction activity (MNR 100001) Calculations showing the total area (in square feet) of new and fully redeveloped impervious surfaces Drainage plan showing all proposed drainage features and a drainage report containing calculations for critical rainfall events Professional wetland delineation and report or written statement (by a wetland professional) indicating that no wetlands are present MIDDLE ST. CROIX WATERSHED MANAGEMENT ORGANIZATION 4 5 5 Hayward Avenue, Oakdale, MN 5 5 1 2 8 Phone 651.275 1136 x22 fax 651.275.1254 www.mscwrxo.crg MSCWMO REVIEW FEES The amount of the review fee is reviewed and revised by the MSCWMO Board of Managers on an annual basis or otherwise as warranted. An application is not deemed complete until the required fee has been submitted. Any costs incurred by the MSCWMO greater than the permit fee will be billed to the applicant. Projects not meeting applicable performance standards will require submittal of a new application and fee for re -review. SINGLE LOT RESIDENCE REVIEW FEE: $350 ALL OTHER DEVELOPMENT REVIEWS BY FEE SCALE Total review fee = new or reconstructed impervious surface fee + land disturbance fee. Standard 5.1 Water Quantity and Quality: Less than one acre of new or reconstructed impervious $350 1-5 acres of new or reconstructed impervious $500 5-20 acres of new or reconstructed impervious $1,000 20 acres or more of new or reconstructed impervious $2,000 Standard 5.2 Erosion and Sediment Control 10,000 sgft-1 acre of land disturbance 1 acre-5 acres of land disturbance 5 acres-20 acres of land disturbance 20 acres or more of land disturbance $350 $500 $750 $1,000 Total Review Fee ( 1000 Government entities are exempt from review fees Projects not meeting applicable performance standards will require submittal of a new application and fee for re - review. Middle St. Croix Watershed Management Organization Member Communities Afton, Bayport, Baytown, Lakeland, Lakeland Shores, Lake St. Croix Beach, Oak Park Heights, St. Mary's Point, Stillwater, & West Lakeland a HAF GROUP A A C H 1 1 1 C 1 U 1 1 1 0 P .M 1 H 1 STILLWATER HOTEL - Project Narrative PROJECT DESCRIPTION The proposed Stillwater Hotel and Professional Center project INCLUDES a hotel with restaurants fronting on N. Main Street, an office building located at the corner of E. Mulberry Street and N. Second Street, and a parking ramp that will serve both new buildings. The project will require demolition of the Tylina building at 232 N. Main. The developer is in discussion with the City to acquire the City -owned parking lot at the corner of Mulberry and Second for the development on the condition that replacement public parking is included in the new parking ramp. The three-story hotel and restaurant building will have 64 rooms and be approximately 42,000 square feet in area. The floor plan is organized around a two-story atrium space that functions as a generous lobby with a cafe, gathering areas and large fireplace. There will be a restaurant on the third floor that will be open to both hotel guests and the general public. Additional amenities include an exercise room, numerous conference rooms, outdoor patio areas for guests and the cafe, and a rooftop patio for the restaurant. The location offers tremendous exposure to N. Main Street activities. The building design blends the historic character of Main Street with a modern twist that provides a residential scale, interest and warmth. The three-story office building will include a fourth, below -grade level and will be approximately 10,756 square feet in area. It will enhance the character of the street by replacing a surface parking lot and will provide modern office space in the downtown. The three -level, 105-stall parking ramp will be located along N. Second Street and will be accessible to vehicles from both N. Second and E. Mulberry Streets. It will be built into the hillside so that the lower levels will be concealed from public view along Second. It will be screened by the new hotel and office buildings and existing buildings on the other three sides. Guest drop-off will occur at the lower level, providing enclosed and covered access to the hotel. This entry to the hotel from the garage will be open from 6:00 a.m. to 9:00 p.m. After-hours access will be accommodated by access card -key for hotel guests and/or at the main level lobby on N. Main Street. There will also be pedestrian connections between the parking ramp and hotel at the upper levels via a "bridge" connector from the ramp; these levels will require card - key. Restaurant deliveries will be made from a loading zone in the commercial alley along the south side of the site. The site redevelopment includes planting over 50 trees and landscape buffers. 233 MAIII STREET SOUTH, STILLWATER, MII 55082 PH 651-351 1760 FAX 651-430 0180 W W W.HAFARCHITECTS.COM HAF GROUP I U E E t EVIL OPMENT O N S I E U C 1 1 O N MATERIALS & FINISHES The hotel and office buildings will be constructed utilizing two exterior wall systems: 1. Face brick (sand finish) 2. Metal siding (pre -finished painted finish) The buildings will be designed to emphasize energy efficiency, pleasant interior environments and low operating expenses. Several features have been incorporated to enhance daylighting of the interior and minimize mechanical system expenses. 233 MAIII STREET SOUTH, STILLWATER, X11I 55062 PH 651-351-1760 FAX 651-430-0160 W W W HAFARCHITECTS. COM HAF GROUP A I C H I I ICI U 1 1 11 1 . I 1. r C fx . 1r . I • . n1 Appendix i — Variance Requests PLANNING COMMISSION APPLICATIONS The required applications for the project include a special use permit for the hotel and restaurant, yard setback variances, lot coverage/landscaping variance and a parking variance. We believe the proposed uses and development are consistent with the goals and intent of the comprehensive plan and zoning ordinances because the hotel, restaurant, office and parking components will add visitor, resident and employment amenities and opportunities and will enhance the built environment. The requested setback variances are reasonable and compatible with the character of the area. The setbacks of the hotel are consistent with the Commercial Historic District Guidelines, which call for infill buildings on Main Street to be built flush with the established setbacks of adjacent buildings and discourage side setbacks. The proposed setbacks of the office building will similarly reinforce the street wall. The impacts of the proposed side and rear setback reductions are mitigated by landscaping and the adjacent commercial alley on the south. The unique size and configuration of the site allows redevelopment with active uses on two public streets and a shared parking facility between. The multiple driveway access points improve circulation and reduce traffic congestion, but increase lot coverage and reduce area available for landscaping, resulting in the need for small variances from 80% to 81% for lot coverage and from 20% to 19% for landscaping. A living wall along the parking ramp edge is proposed to add to the landscape features. The total parking requirement for the hotel, restaurant and office uses is 113 stalls. A condition of the proposed purchase of the City -owned parcel is that parking in the existing City surface lot be replaced in the ramp, which will require that 11 existing lease spaces be reserved and that the general public will have use of 20 spaces. There will be 105 parking spaces in the ramp. A variance is requested to reduce the requirement for the on -site uses from 113 to 74 spaces, leaving 31 spaces in the ramp to replace the existing City surface parking. We believe 74 stalls will be sufficient to serve actual demand by the onsite uses, due largely to the differing peak parking demand times of the office (weekdays) and hotel/restaurant (nights and weekends), and to overlap of hotel guests and restaurant patrons. HAF GROUP A P C N 1 1 1 C 1 U 1 1 D E V E I D E M E N 1 CONSTIUCTION Appendix ii — Business Plan & Menu Hotel Amenities Cafe — The Boom Named after the historic and scenic wayside known as the St. Croix Boom site, the Boom will be a quick -service sandwich and dessert shop. The Boom will be open and accessible from both the hotel lobby, as well as, from Main Street. The menu items will include specialty bakery items, hopefully baked by Stillwater's own, LoLo's, made -to -order sandwiches, home-made soups and salads, along with freshly brewed coffee drinks. The Boom will also house a community meeting room, available at no charge to the community and hotel guests. The Boom will quickly become a favorite of locals and guests alike. The Boom will also house a bike rental business, open to hotel guests, as well as the general public. Mountain and touring bicycles will be available to rent to allow its customers to fully appreciate the bikeways of Stillwater. Proposed hours of operations of The Boom will be 6 am — 8 pm daily. The estimated FTE's created by the Bean is seven, consisting of approximately 20 employees with an annual payroll of $400,000. Restaurant — The Dacotah The Dacotah takes it name from the area that is now considered North Stillwater. Originally established by Joseph Brown, in 1840, the area where this restaurant will be located was named Dacotah and was the county seat of St. Croix County, WI. This restaurant will be a full -service restaurant designed to cater to tourists and hotel guests alike. The Dacotah's service will consist of lunch and dinner with an average ticket price of $18 for lunch and $24 for dinner. The attire will be upscale casual and the menu varied. A sample menu is attached. With its calm and peaceful decor, the Dacotah will become a respite from the sometimes chaotic tourism which Stillwater is blessed with. The Dacotah will not host weddings, due to the lack of convention space at the hotel, however, would hope to become an approved caterer for its event center neighbor. Deliveries to the Dacotah will be completed using the commercial alley to the south of the building and are anticipated to number several per week. Proposed hours of operations of the The Dacotah will be 11:00 am to 11:00 pm daily. The estimated FTE's created by the The Dacotah is twenty two, consisting of approximately 40 employees with an annual payroll of $500,000. •T •: 3 •,*d ?i TREE INVENTORY FOR PROJECT NORTH MAIN HOTEL STILLWATER I III6/201611 Prepared for: Thomas Watson Project Manager 1710 W. Lake St Suite 200 Minneapolis, MN 55408 612-296-2667 Prepared by: Faith Appelquist ISA Board Certified Master Arborist MN4303BM 13410 Gull Court Apple Valley, MN 55124 312-618-5244 wvvw.treegt .com Trees Located at: 232 North Main Street, Stillwater MN 55082 Date of Inspection: November 13, 2016 Number of Trees in this Report: 141 Tree Canopy, estimated: 26,168 sf TREE QUALITY, LLC TREE INVENTORY FOR PROJECT NORTH MAIN HOTEL STILLWATER 11/16/2016 Methods: • Tree no. — Numerically coded tags or tape attached to the tree can be referenced on the plan as well as in the report. • Species — Common name/botanical name. • Trunk diameter (in) — Trunk diameter at 4.5 feet above the ground. Also referred to as dbh or diameter at breast height. • Height (ft) — Estimated. Used for conifer species only. The term "codominant stems" is used to describe 2 or more main stems (or "leaders") that are about the same diameter and emerge from the same location on the main trunk. For trees with more than one leader, which emerges below 4.5 feet above ground, measurements of each leader is listed separated by a comma. • Trees not included in survey: Any tree that is dead and/or less than four inches dbh. • Numbered trees are not in any particular numerical order. • Tree locations on the map are approximate. • Trees in blue on map represent conifers. Understory Species: Japanese knotweed (most predominant), Canada thistle, common buckthorn, burdock, garlic mustard. Table 1: Common name and botanical name with their population on the property Common Name Botanical Name Frequency 74 Black locust Robinia pseudoacacia Arborvitae Thuja occidentalis 27 _ Boxelder Acer negundo 26 River birch Betula nigra 4 American elm Ulmus americana 4 Ash Fraxinus pennsvlvanica 3 Amur maple Acer ginnala 1 American basswood Tilia Americana 1 Walnut Juglans nigra 1 TREE QUALITY, LLC TREE INVENTORY FOR PROJECT NORTH MAIN HOTEL STILLWATER t 1/1b12016 General Comments about the trees at this site: • Black Locust (Robinia pseudoacacia) Most of the trees are black locust. This most likely due to black locust spreading by both underground rhizomes and by seed. If left unchecked, it will colonize and take over aggressively. An "alley -cat" type tree which can survive under the toughest conditions. The wood is extremely strong. Thorns occur all along the branches and trunk. On the MN DNR list of invasive species. • American elm (Ulmus Americana) Some American elms have recently died from Dutch elm disease. Most American elms are highly susceptible to Dutch elm disease at any age. Unlike oak wilt, it does not matter if the tree is wounded or not. Dutch elm disease is spread by bark beetles `chewing' on the branches. The beetles vector a fungus. The fungus attacks the water -conducting tissue of the tree, resulting in wilting, defoliation and death. Once infected, the fungus can spread underground to nearby elms. • Boxelder (Acer negundo) Many boxelders are in advanced stages of decay and decline. Some trees have been `topped' and most have been savagely pruned. Fungal fruiting structures are visible in the trunk and branches. • Green ash (Fraxinus Americana) At risk for Emerald ash borer, makes this an unviable species in Minnesota. • Amur maple (Acer ginnala) On the MN DNR list of invasive species. Attachment 1: pdf map showing the location and canopy cover of trees on the property. Attachment 2: Excel spreadsheet tree inventory. TREE QUALITY, LLC TREE INVENTORY FOR PROJECT NORTH MAIN HOTEL STILLWATER 11116/2O1 Certification of Performance I, Faith Appelquist, certify that: 1. I have personally inspected the trees and property referred to in this report and have stated my findings accurately. 2. I have no current or prospective interest in the trees or the property that is the subject of this report and have no personal interest or bias with respect to the parties involved. 3. The analysis, opinions and conclusions stated herein are my own and are based on current scientific procedures and facts. 4. My analysis, opinions and conclusions were developed and this report has been prepared according to commonly accepted arboricultural practices. 5: No one provided significant professional assistance to me, except as indicated within the report. 6. My compensation is not contingent upon the reporting of a predetermined conclusion that favors the cause of the client or any other party nor upon the results of the assessment, the attainment of stipulated results, or the occurrence of any subsequent events. 7. I reserve the right to amend this report. I further certify that I am a member in good standing of the American Society of Consulting Arborists and the International Society of Arboriculture. Signed: 1 Pre 5/aIl rL Dated: ,i/p v L o / Faith Appelquist, President Tree Quality, LLC ISA Board Certified Master Arborist #MN4303BM ASCA Registered Consulting Arborist® #495 TREE QUALITY, LLC 4 North Main Hotel Project - Tree Inventory Tree # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 33 34 36 37 38 40 41 42 Common Black locust Black locust Black locust Boxelder Boxelder Boxelder Boxelder Boxelder Boxelder Boxelder Boxelder Boxelder Boxelder Boxelder Boxelder Boxelder Boxelder Boxelder Boxelder Boxelder Boxelder Amur maple River birch River birch River birch River birch Black locust Black locust Black locust Black locust Boxelder Boxelder Black locust Boxelder Boxelder Black locust Black locust Black locust Black locust Black locust Black locust Botanical Trunk diameter, inches Height, feet Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Acer negundo Acer negundo Acer negundo Acer negundo Acer negundo Acer negundo Acer negundo Acer negundo Acer negundo Acer negundo Acer negundo Acer negundo Acer negundo Acer negundo Acer negundo Acer negundo Acer negundo Acer negundo Acer ginnala Betula nigra Betula nigra Betula nigra Betula nigra Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Acer negundo Acer negundo Robinia pseudoacacia Acer negundo Acer negundo Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia 7,5 11,12 6 13 43 20 12,11 18,15 11 10 11 12 12 9 15 7,10 10,10 12,9 10 11 10 10,10 21 15 12,15,12 15 6 6 8 9 7 6 12 6 10 8 10 11 8 6 7 Tree Quality, LLc 11/17/2016 North Main Hotel Project - Tree Inventory 43 Black locust 44 Black locust 45 Black locust 46 Green ash 47 Green ash 48 Green ash 49 Black locust 50 Black locust 51 Black locust 52 Black locust 53 American basswood 54 Black locust 55 Black locust 56 Black locust 57 Black locust 58 American elm 59 Black locust 60 Black locust 61 Black locust 62 Black locust 63 Black locust 64 Black locust 65 Black locust 66 Boxelder 67 American elm 68 Black locust 69 Black locust 70 Black locust 71 Boxelder 72 Black locust 73 Black locust 74 Black locust 75 Black locust 76 Black locust 77 Black locust 78 Black locust 79 Black locust 80 Black locust 81 Black locust 82 Black locust 83 Black locust 84 Black locust 86 American elm 87 Black locust 88 Black locust Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia =raxinus pennsylvanicc =raxinus pennsylvanicc =raxinus pennsylvanicc Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Tilia americana Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Ulmus americana Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Acer negundo Ulmus americana Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Acer negundo Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Ulmus americana Robinia pseudoacacia Robinia pseudoacacia 9 9 11 9 10 7 12 11 20 7 2,3 5 6 7 7 13 12,13,13 15 15 10 15 15 8,8 10,6 10,10 7 7 8 6 10 6 6 6,8 6,6 8,7 8 13 6 7 6 8,6 7 9 8 6 Tree Quality, LLc 11/17/2016 North Main Hotel Project - Tree Inventory 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 Black locust Walnut Black locust Black locust Black locust Black locust Black locust Black locust Black locust Black locust Black locust Black locust Black locust Black locust Black locust Black locust Black locust Black locust Black locust Black locust Black locust Black locust Black locust Black locust Black locust American elm Boxelder Boxelder Arborvitae Arborvitae Arborvitae Arborvitae Arborvitae Arborvitae Arborvitae Arborvitae Arborvitae Arborvitae Arborvitae Arborvitae Arborvitae Arborvitae Arborvitae Arborvitae Arborvitae Robinia pseudoacacia Juglans nigra Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Robinia pseudoacacia Ulmus americana Acer negundo Acer negundo Thuja occidentalis Thuja occidentalis Thuja occidentalis Thuja occidentalis Thuja occidentalis Thuja occidentalis Thuja occidentalis Thuja occidentalis Thuja occidentalis Thuja occidentalis Thuja occidentalis Thuja occidentalis Thuja occidentalis Thuja occidentalis Thuja occidentalis Thuja occidentalis Thuja occidentalis 9 6 6,6 7,7 8,6 9,4 6,5,4 9,7,4 6 8 8,7 8 6 6 7 18 6 8 7 8 7 10 10 12,10 6 10 7 12 >10 >10 >10 >10 >10 >10 >10 >10 >10 >10 >10 >10 >10 >10 >10 >10 >10 Tree Quality, LLc 11/17/2016 North Main Hotel Project - Tree Inventory 194 Arborvitae Thuja occidentalis >10 195 Arborvitae Thuja occidentalis >10 196 Arborvitae Thuja occidentalis >10 197 Arborvitae Thuja occidentalis >10 198 Arborvitae Thuja occidentalis >10 199 Arborvitae Thuja occidentalis >10 200 Arborvitae Thuja occidentalis >10 201 Arborvitae Thuja occidentalis >10 202 Arborvitae Thuja occidentalis >10 203 Arborvitae Thuja occidentalis >10 Tree Quality, LLc 11/17/2016 i Mr' SCALE I's 1i'' 0' "rit.4 awun( brs •We-szwf Wrw• +n1is.1ih .0111 TREE SSRvre 13t N. Matt 411111ET T«WJrtSit vt--� A 041O5o 11 1 o 1 Olw Cnf 0,:• .Is 41 O SI o7� I O OO, tie ,r.iJ IyoW era . 1 1 °'v O'7o - 41Q s� I A bN 11 i� .1 oyo elti,.a .,, A tj � iii 1 0i51 ewlei ot1 O°, • email Au* --� r f r, j f� laiE=usxTir ,]E ;, I Project Location Consulting Group, Inc North Main Hotel - Traffic Impact Study November 2016 CPM Companies I City of Stillwater, Minnesota 10134 Figure 1 H:\Projects\10134\TS\Figures\Figure 3 — Existing Conditions E4I Existing Conditions Consulting Group, Inc North Main Hotel - Traffic Impact Study 10134 November 2016 CPM Companies City of Stillwater, Minnesota Figure 3 Disclosure of Transportation Impacts This section of the TIS summarizes and describes the transportation impacts associated with the proposed North Main Hotel development. Traffic Operations Existing Conditions Data Collection To determine the impact of the proposed development to the adjacent roadway network, existing operations were evaluated within the area. Vehicular and pedestrian a.m. and p.m. peak period counts were collected by SRF Consulting Group in November 2016 at the following study intersections: • Mulberry Street/2nd Street • Myrtle Street/2nd Street • Main Street/Mulberry Street • Main Street/Myrtle Street The posted speed limit along all roadways within the study area is 30 miles per hour (mph). Existing geometries, traffic control, and volumes within the study area are shown in Figure 3. Existing Intersection Capacity Analysis An existing intersection capacity analysis was completed to establish a baseline condition to which future traffic operations could be compared. The study intersections were analyzed using a combination of Synchro/SimTraffic computer model and the Highway Capacity Manual (HCM). Capacity analysis results identify a Level of Service (LOS) which indicates how well an intersection is operating. Intersections are ranked from LOS A through LOS F. The LOS results are based on average delay per vehicle, which correspond to the delay threshold values shown in Table 3. LOS A indicates the best traffic operation, while LOS F indicates an intersection where demand exceeds capacity. Overall LOS A through D are generally considered acceptable in the Twin Cities Metropolitan Area. Table 2: Level of Service Criteria for Signalized and Unsignalized Intersections LOS Designation A B c Signalized Intersection Average Delay/Vehicle (seconds) <_10 Unsignalized Intersection Average Delay/Vehlcle (seconds) > 10-20 > 20-35 > 35 - 55 E > 55-80 F > 80 510 > 10-15 > 15-25 > 25 - 35 > 35 - 50 > 50 North Main Hotel 6 SRF Consulting Group, Inc. Traffic Impact Study I Preliminary Findings H:\Projects\10134\TS\Figures\Figure 2 — Proposed Site Plan ® ARCHITECTURAL SITE PLAN TH[LEVEL HAF GROUP ARCNITSCTURE WILOPMENT CONSTRUCTION I i TTN1 1 .0x N. 1 110 1 f I x. 0 1 1 0 0 1. 1 10 0 ft�iF A R C H I t i C T S ,• A I C N I T I CTU I I PIANNINO 1 N 1 1 1 1 O R 0 x11.11N.r1[- r/x• ICx l ~Y//ACr0 iOrrc l xl CON NORTH MAIN HOTEL STILLWATEIS MINNESOTA HPCIPC SUBMITTAL 11/1B12016 ITEPIV TiEmwx THIRD r�111.. AS 102 Proposed Site Plan Consulting Group, Inc North Main Hotel - Traffic Impact Study 10134 November 2016 CPM Companies I City of Stillwater, Minnesota Figure 2 For side -street stop controlled intersections, special emphasis is given to providing an estimate for the level of service of the side -street approach. Traffic operations at an unsignalized intersection with side - street stop control can be described in two ways. First, consideration is given to the overall intersection level of service. This takes into account the total number of vehicles entering the intersection and the capability of the intersection to support these volumes. Second, it is important to consider the delay on the minor approach. Since the mainline is not required to stop, the majority of delay is attributed to the side -street approaches. It is typical of intersections with higher mainline traffic volumes to experience higher levels of delay (i.e. poor levels of service) on the side -street approaches, but an acceptable overall intersection level of service during peak hour conditions. The results of the existing intersection capacity analysis shown in Table 3 indicate that all study intersections currently operate at an acceptable overall LOS C or better during the peak hours. Table 3: Existing Intersection Capacity Analysis Intersection Level of Service (LOS) A.M. Peak Hour P.M. Peak Hour Main Street/Mulberry Street)' A/B Main Street/Myrtle Street (2) A/C B Mulberry Street/2nd Street (1) A/A Myrtle Street/2nd Street1�) A/B A/B A/ B (1) An unsignalized intersection with all -way or side -street stop control, the overall LOS is shown followed by the worst approach LOS. (2) A signalized intersection with the overall LOS shown. Traffic Forecasts Background Traffic The proposed development was assumed to be completed by the year 2018. Therefore, background traffic forecasts were developed for year 2019 (one year after opening). Since the new St. Croix River Bridge will open in year 2017, Year 2019 peak hour no build/background traffic forecasts were developed by removing the St Croix River Lift Bridge volumes from downtown and redistributing the volumes (previously using the lift bridge to access downtown) back to the downtown intersections via the new St. Croix River Bridge. Year 2019 no build traffic volumes are shown in Figure 4. Trip Generation Trip generation estimates for the weekday a.m. and p.m. peak hour and daily trips were calculated for the proposed development based on the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition. The proposed development is located where walking/biking and other mode choices are well accommodated and highly desirable. Therefore, a 15 percent modal reduction was applied to the future trip generation estimates. Furthermore, to account for vehicles utilizing more than one land use within the development (i.e. trips between the hotel and restaurant), a 10 percent multi -use reduction was applied. The multi -use reduction was developed based on the methodology described in the ITE Trip Generation Manual, 9th Edition and NCHRP Report 684. North Main Hotel 8 SRF Consulting Group, Inc. Traffic Impact Study Preliminary Findings sliNg Site Generated Trip Directional Distribution 1014 CPM ComaCity Noveember 2016 Companies of Stillwater, Minnesota Consulting Group, Inc North Main Hotel - Traffic Impact Study Figure 5 H1Projects1101341TS\FigurestFigure 6 — Year 2019 P.M. Peak Hour Build Conditions wisi Year 2019 P.M. Peak Hour Build Conditions Consulting Group, Inc North Main Hotel - Traffic Impact Study November 2016 CPM Companies l City of Stillwater, Minnesota 10134 Figure 6 All of the study intersections are expected to continue to operate at acceptable levels of service (LOS) B or better under year 2019 no build and build conditions. Therefore, based on a comparison of the detailed traffic operations analysis between the no -build and build conditions, it is concluded that the proposed development generated trips are expected to have minimal negative impact to the study area roadway system. Site Plan Review A review of the proposed site plan was completed to determine if there are any traffic circulation or access issues. The principal street -level walk-in entrance for the hotel, cafe and restaurant guests will be on Main Street. A secondary walk-in entrance is proposed on the first level guest loading/unloading area and would be a controlled entrance, open during business hours, locked and controlled after hours. As previously mentioned primary vehicular access to the site, as shown in Figure 2, is proposed at two side -by -side locations on Mulberry Street and one location on 2nd Street. The east side -by -side site driveway on Mulberry Street provides vehicular access to the first level guest loading/unloading area, service lane and controlled entrance. The west side -by -side site driveway on Mulberry Street provides vehicular access to the second level of the parking ramp. The driveway on 2nd Street provides vehicular access to the upper level of the parking ramp. Secondary vehicular access to the site is provided by the commercial alley south of the site which also connects to the first level guest loading/unloading area, service lane and controlled entrance. The principal street -level walk-in entrance for the proposed office building will be from Mulberry Street. Secondary walk-in access to the proposed office building will be from the second and upper levels of the parking ramp. Vehicular access to the proposed office building will via the secondary walk-in access locations from the second and upper levels of the parking ramp. Loading and deliveries for the proposed North Main Hotel development, anticipated to number several per week, are proposed to be made primarily from the commercial alley via the first/street level service lane with limited on -street use by larger delivery vehicles. Refuse removal will be facilitated by hotel maintenance personnel who will maneuver the refuse containers between the enclosed refuse container area and the commercial alley for pickup by scheduled refuse trucks. The North Main Hotel site plan is generally well configured and no significant site design issues are identified. North Main Hotel 13 SRF Consulting Group, Inc. Traffic Impact Study I Preliminary Findings ii HAF GROUP ACHIECTUIE OEV ELO PMIN 1 CONSTRVCIION North Main Hotel Exterior Material List 233 MAIN STREET SOUTH, STILLWATER, MN 55082 PH:651-351-1760FAX- 651-430-0180 W W W.HAFARCHITECTS.COM HAF GROUP ARCH 11 _ r i, f V I t 1 0 1.M 1 I C O N 5 1 1 l C 1 I O N Exterior Modular Face Brick Tan Bricks: Princess Blend PI ANT 8 MOLDTD STANDARDS Meets end,• sw lix TYPE alp FACE BRICK C216 FBA TEXTURE COMP. Sand Mold 11,863psi TES1 REPORT Cleaning Belden Brick recommends using Sure Klean Vana Trott) to clean this product Recommendation Alternatively EaCo Chem NMD 808, can be used to clean any of our brick SMI Belden Brick — Modular Princess Blend A — 14-45 233 MAIN STREET SOUTH, STILLWATER, MN 55082 PH.651-351-1760 FAX:651-430-0180 W W W.HAFARCHITECTS.COM HAF GROUP A G C H i r 5 C T U e 5 USVELOPMINI CONSTRUCTION Colored Mortar Exterior Face Brick Mortar MT R.EPREJ151TAME .cmr • • Colored Mortar CONSISTENT COLOR EVENYTIME Colorig mortar accurately and consistently is only achieved by prebiendig al mortar constituents and pigments tang computer botching systems, while adhering to a specialized process Over 20 years ago the SPEC MIX organ¢aboo introduced this technological approach for colored masonry mortars to the conslrucbon industry, and il contrwrea to perfect this process SPEC MIX colored mortar uniformly starts with sourcig high quay. stable pigments that are pre -weighed to ensue the colorant loadeig meets each specific Idmu lotoe lot oie standard and rutlivn colored mortars Then at the ingredients are weighed and preblended to achieve a homogeneous mature The SPEC MIX standard colored mortar the is a col Ile•D MORE SPEC MR INT10ML SiAIMID CQSIS NIDE • Mortar — SM100 - Gray 233 MAIN STREET SOUTH, STILLWATER, MN 55082 PH: 651-351-1760 FAX 651-430-0180 W W W.HAFARCHITECTS.COM HAF GROUP A R C H, T E C T U R E DE V E l O P M l N 1 CONSTRUCTION Aluminum Storefront System — Windows & Doors Thermally Broken Aluminum storefront system — windows and doors — Operable windows in select locations, see elevations — Color to be Black 233 MAIN STREET SOUTH, STILLWATER, MN 55082 PH: 651-351-1760 FAX 651.430-0180 W W W.HAFARCHITECTS.COM HAF GROUP A Y C H, f E C T U 1 E LIR YELORRALN l CONSTRUCTION Residential style window system Anderson E-Series double -hung windows are made of wood protected by an aluminum exterior. — Exterior Color to be black — Internal top sash grill — color to also be black 233 MAIN STREET SOUTH, STILLWATER, MN 55082 PH:651-351-1760FAX :651-430-0180 W W W.HAFARCHITECTS.COM HAF GROUP A R C H. T E C T U R[ U[ Y E l O P PA f N 1 CONSTRUCIION Canvas Canopy c� Canopy Style Canopy Color Fabric Canopy in select locations — See elevations 233 MAIN STREET SOUTH, STILLWATER, MN 55082 PH: 651-351-1760 FAX: 651-430-0180 W W W.HAFARCHITECTS.COM HAF GROUP 'Moe; DEVELOPMEN I C O N f T E u C T 1 O N Exterior Building Light Fixtures LED Down Tight Color to be Black Gooseneck Sign light Color to be Black Soffit Recessed LED Light Fixture — Color to be Black High -end, new construction LED downlights In 7" make Installation a breeze when you're framing out a space from the ground up or when you have access from the top of the ceiling. 233 MAIN STREET SOUTH, STILLWATER, MN 55082 PH: 651-351-1760 FAX: 651-430-0180 WW W.HAFARCHITECTS.COM HAF GROUP A R C H i T R C T U R E O E Y E L O r N E N I CONSTRUCTION Exterior Decks Exterior Deck — materials that will be used to construct deck — Steel channel framing, wood decking, painted tube steel railing and support, horizontal painted pickets - Black Exterior Deck style — to be hung from building with steel bracket system — painted black 233 MAIN STREET SOUTH, STILLWATER, MN 55082 PH: 651 -351 -1 760 FAX: 651-430-01 80 W W W.HAFARCHITECTS.COM HAF GROUP AIICH TECTUIIE 0 e 0 E L O P M e N CONS T a U C T 1 O. N Guest room Heating and Ventilation PTC093G -PTAC Packaged Terminal Air Conditioner • 9,000 BTU/h nominal capacity • EER=113/115 • Voltage 230/208V • DigiSmart•control board for energy savings' • Indoor tangential fan for quiet operation and optimal air distribution Oolueov CraF, Outdooi Grilles - PTAC Accessories AaseaPle Art k:airt(M L mnum, e.aadad Remrns,rm or In a one piece mol dM vorsion fAI ice with any of inn W 5900n win slena _a Architectural Style Louver — Same width of the window it is under Sena re. son' :,corm• a lire rel un ®1111:11 Features 50K Standard stamped aluminum grille Available wirh mill finish or a baked on (mini in 5tonewood 0.ge: A0K FslrudM aluminum arrhnnnnal grille available with anndrwl.alumrnnm finish and a baked on paint limo for dnrahiliry (home (rim { arnrh rnlnr, or a rlr,tnm mini POK One pic a Inlratruii nioldr0 one USirig a puhmri blind ill anrpincer.J Ili rrrtiuplasUt high nup,nt strength not t'i WWI w11h .lramiilol rrvstanrr and drt rnrnur 00 profs nn• waling lbw•,: from 3 :luck aWuis • D Will 10101 • WD IWInlej • ILI(Stonewood beige) • S D lspeclal;Custom Co104l • CO (Clear Anodized) • DO (Dark Brown'Bronze) Louver Color • DO (Dark Orown'Dronzel • TO(5lonewood Delp) • TO ISlonewood Deigel • WO IWhuel 233 MAIN STREET SOUTH, STILLWATER, MN 55082 PH 651-351-1760 FAX 651-430-0180 W W W.HAFARCHITECTS.COM HAF GROUP ACHTECTUE DEVELOPMEN 1 CONSTRUCTION Roofing Fully Adhered 60 mil EPDM Membrane roofing over 4" rigid insulation base layer w/ 1/8" per foot slope to drain — color to be black All roof penetrations to be painted black Roof Top Units to be Grey 233 MAIN STREET SOUTH, STILLWATER, MN 55082 PH: 651-351-1760 FAX: 651-430-0180 W W W.HAFARCHITECTS.COM HAF GROUP ARCHITECTURE O• V E L O P M• N I CONSTRUCTION Cornice system Pre -Finished Metal Cap Flashing / Fascia / Soffit Cap Flashing, Fascia & Soffit Color ]Concept for Hotel Cornice system — This is the style for the Soffit, Fascia and Cap Flashing — Color to be selected from Below 3• T. •••arms 0. 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C O M W W W.1ACI1000.COM/NA1A ICNIIICII 1.1111•//NAIAICN111Cit 11.0.26.01.00.4 STILLWATER, AM ANY.. =-- awl HAF GROUP ARCRIIIECTURE D E V E L OPMENT CONSTRUCTION S J S SOU I . S I II 5 1 1 L W A .1 0 e w • . R a i[ 1 $ 11. 1 1 0 C HF ARCHITECTS A■ C H 1 1 1 G e U• t PL A N NIN G 1 N T E R I O 1 SSI 10611.1 MAIN 1 1TIl1MAl11. MN +00110 1 1 I. A S I I I e 0 !AA O r r e 1• • 111 0 Mw 01.e Ae•14M[114I / tea IACLI001 l0M/lf#AIcrII1Cr1 11, rr /01A1A1CIIIiEC11.11OG[r VI.COY STILLWATER. MN 401 40.141101 1111' orole llrol, HAF GROUP DEVELOPMENT C O V S T! 1. C 1 1 O N Supplemental Submittal for Planning Commission Submittal 12-14-16 North Main Hotel 232 North Main Street Stillwater, MN 55082 233 MAIN STREET SOUTH, STILLWATER, MN 55082 PH:651-351-1760 FAX:651-430-0180 W W W.HAFARCHITECTS.COM HAF GROUP ARCHITICTURS u e V e L O r •t t N T CONSTRUCTION Table of Contents • Signage Package • Site lighting Package 233 MAIN STREET SOUTH, STILLWATER, MN 550B2 PH: 651-351-.1160 FAX:.651-430-0180 WWW.HAFAkCHITECTS.COM ESTIMATE AMG - STILLWATER SIGNAGE November 18, 2016 11'2" RED BARN CREATIONS www.redbarncreations.com I 612.910.7007 THE CR OS HOTEL 2" SQUARE BLACK 3/4" THICK BLACK BRUSHED COPPER ALUMINUM FRAME LETTERING SIGN DETAILS (24.194 SQ FT) Sign will be constructed with a 2" aluminum frame powder -coated black. Lettering will be 3/4" thick black powder - coated aluminum with hidden fasteners. Letters will be attached to a brushed and coated copper sheet with a 1/8" thick aluminum backer. Sign frame will have 6 holes for attaching to the building with anchors and decorative black caps to match framework. PAYMENT INFORMATION: Red Barn Creations 259 Jandel Ave NE Hanover, MN 55341 TERMS OF PROJECT Estimates are good for 30 days from date above, If past 30 days they are subject to a cost revision. Final payments are due at time of project completion. Payments not made within 30 days from invoice date are subject to a 15% late fee. We are not responsible for the interior conditions of the final home of these items, and are not responsible for shrinking and expanding of materials due to those conditions and environments. 2,2" ESTIMATE AMG - STILLWATER SIGNAGE November 18, 2016 10' RED BARN Oa CREATIONS www.redbarncreations.com I 612,910,7007 THE DACOTAH AT THE CROSBY 2" SQUARE BLACK 3/4" THICK BLACK BRUSHED COPPER ALUMINUM FRAME LETTERING SIGN DETAILS (25 SQ FT) Sign will be constructed with a 2" aluminum frame powder -coated black. Lettering will be 3/4" thick black powder - coated aluminum with hidden fasteners. Letters will be attached to a brushed and coated copper sheet with a 1/8" thick aluminum backer. Sign frame will have 6 holes for attaching to the building with anchors and decorative black caps to match framework. PAYMENT INFORMATION: Red Barn Creations 259 Jandel Ave NE Hanover, MN 55341 TERMS OF PROJECT 2 6" Estimates are good for 30 days from date above, If past 30 days they are subject to a cost revision. Final payments are due at time of project completion. Payments not made within 30 days from invoice date are subject to a 15% late fee. We are not responsible for the interior conditions of the final home of these items, and are not responsible for shrinking and expanding of materials due to those conditions and environments. ESTIMATE AMG - STILLWATER SIGNAGE November 18, 2016 RED BARN CREATIONS - www,redbarncreations.com I 612.910.7007 THE BOOM CAFE 2" SQUARE BLACK ALUMINUM FRAME 3' 3/4" THICK BLACK BRUSHED COPPER LETTERING SIGN DETAILS (10 SQ FT) Sign will be constructed with a 2" aluminum frame powder -coated black. Lettering will be 3/4" thick black powder - coated aluminum with hidden fasteners. Letters will be attached to a brushed and coated copper sheet with a 1/8" thick aluminum backer. Sign frame will have 6 holes for attaching to the building with anchors and decorative black caps to match framework. PAYMENT INFORMATION. TERMS OF PROJECT Red Barn Creations 259 Jandel Ave NE Hanover, MN 55341 Estimates are good for 30 days from date above, If past 30 days they are subject to a cost revision. Final payments are due at time of project completion. Payments not made within 30 days from invoice date are subject to a 15% late fee. We are not responsible for the interior conditions of the final home of these items, and are not responsible for shrinking and expanding of materials due to those conditions and environments. • ••—•—•,....••,ak Q 3.1 • 3.8 .3.7 63.2 • 2.8 - 64.1 6666 4.6 5.3 4.5 4.2 6 64.1 666. 4.7 5.5 4.9 4. 6*6 4.0 4.6 .4.9 4.7 4.0 64.2 • 65.0 65.0 65.1 64.3 • • 66 4.7 W9 6.0 4.9 64.3 • 64.9 65.2 64.9 64.4 ! ! ! • • • • • 4.2 4.8 4.9 4.9 4. 4.6 • 5 0 5.9 5,1 4.7 29 Li 29 • • • • • 3.9 4.6 5 1 4.9 4.1.1 -1 61.1 • 61.9 *3.3 64.3 64.1 1st Level Scale: 1 inch= 8 Ft. 0 9 .5 0 2nd Level Scale: 1 inch= 8 Ft. 4.3 5.2 5.0. 6 4.4 5.2 4.4 4.6 5.2 3.2 2.5 4.8 4.4 I• • 2.8 2.8 3.0 3.0 2.5 5.3 4.6 3.9 4.1 • 9 • 4.0 4.1 . • . 4.2 3.7 3.4 10 4.2 3.9 3.5 3.7 4.3 4.0 4.4 4.2 3.1 3.9 4.3 4.2 4.4 4.1 4.2 4.1 3.4 • • 0 • • . • • .I • •' • • . • • 4.0 4.4 4.5 4.6 4.4 4.6 4.:7 4.8 4.3 4.4 4.4 4.0 4.0 3.6 • 4.5 4.8 5.1 5.1 5.2 5.4 5.8 1 ;5.3 5.0 4.2 4.6 4.7 3.7 3.8 14? 3.8 4.4 4.4 4.6 4.7 4.7 4.8 4.7 4.3 4.3 4.3 4.2 3.9 3.4 . • • . . . . . . . . . . 3.8 4.3 4.4 4.6 4.6 4.6 4. 4.6 4.2 4.3 4.2 4.0 4.0 3.4 • • •• 4.6 5.5 5.3 5.6 5.7 5.4 5. 5.3 5.0 4.2 4.4 4.6 3.9 3.7 16 17 18 I 19 _5.1 5. _ 545 0 5,4 5.0 4.6 4.0 4.2 .4.2 3.9 3.6 4.5 _ _5.3 LI 3.6 4.3 3.8 4.5 4.3 • • 3.9 4.4 4.3 3.1 3.7 • I • • • • . 3.3 3.4 3.9 3.1 2.9 2.8 3.3 3.6 3.2 • • • • • • • • • • • • 4.3 4.0 4.7 3.4 2.4 4.0 2.7 1.8 2.1 3.1 3.6 3.3 .3 • 3.5 3.3 3.4 2.6 3.1 2.7 CO 2.1 1.9 1.9 1.9 2.2 1.8 . 4.0 4.4 3.5 3.9 3.5 5.0 4.1 5.2 410 3.3 3.3 63.3 4.3 4.1 1 2.2 3.0 3.7 4.5 3.6i' • • A-Q A 1 T.7 -T. I Top Deck Scale: 1 inch= 8 Ft. Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Description PtSpcLr PtSpcTb Meter Type Level 1_Floor Illuminance Fc 4.32 6.0 1.1 3.93 5.45 readings taken at 0'-0" AFF 10 10 Normal Level 2_Floor Illuminance Fc 4.15 5.8 1.8 2.31 3.22 readings taken at 0'-0" AFF 10 10 Normal Level 3_Floor Illuminance Fc 3.03 6.6 0.9 3.37 7.33 readings taken at 0'-0" AFF 10 10 Normal PRT42 ALED3T125 Luminaire Schedule Symbol Qty Tag Label Arrangement Lum. Lumens Arr. Lum. Lumens LLF Description Lum. Watts Arr. Watts Total Watts Filename '_i - [ • • 1 A2 ALED3T125X2@180 BACK-BACK2 10893 21786 1.000 TYPE III - POLE MOUNT 2@180 134.4 268.8 268.8 ALED3T125 - Cool - ITL80128.IES r, 4 A ALED3T125 SINGLE 10893 10893 1.000 TYPE III - POLE MOUNT 134.4 134.4 537.6 ALED3T125 - Cool - ITL80128.IES [LiF 26 B PRT42 SINGLE 4833 4833 1.000 SURFACE MOUNT 43.3 43.3 1125.8 PRT42 - Cool - RAB00773.IES Expanded Luminaire Location Summary LumNo Tag X Y MTG HT Orient Tilt 1 A2 43112.46 16182.36 20 0 0 1 A2 43109.46 16182.36 20 180 0 2 A 43044.94 16182.34 20 0 0 3 A 43182.01 16182.34 20 180 0 4 A 43181.87 16121.02 20 180 0 5 A 43086.39 16090.51 20 90 0 6 B 43056.91 15657.35 10 0 0 7 B 43084.91 15657.35 10 0 0 8 B 43112.91 15657.35 10 0 0 9 B 43140.91 15657.35 10 0 0 10 B 43168.91 15657.35 10 0 0 11 B 43056.91 15622.35 10 0 0 - 12 B 43084.91 15622.35 10 - 0 0 13 B 43112.91 15622.35 10 0 0 14 B 43140.91 15622.35 10 0 0 15 B 43168.91 15622.35 10 0 0 16 B 43056.91 15587.35 10 0 0 17 B 43084.91 15587.35 10 0 0 18 B 43112.91 15587.35 10 0 0 19 B 43140.91 15587.35 10 0 0 20 B 43168.91 15587.35 10 0 0 21 B 43056.91 15552.35 10 0 0 22 B 43084.91 15552.35 10 0 0 23 B 43112.91 15552.35 10 0 0 24 B 43168.91 15552.35 10 0 0 25 B 43143.93 15102.93 10 0 0 26 B 43168.93 15102.93 10 0 0 27 B 43143.93 15067.93 10 0 0 28 B 43168.93 15067.93 10 0 0 29 B 43143.93 15032.93 10 0 0 30 B 43168.93 15032.93 10 0 0 31 B 43168.93 14997.93 10 0 0 Total Quantity: 32 NOTES: "The light loss factor (LLF) is a product of many variables, only lamp lumen depreciation (LLD) has been applied to the calculated results unless otherwise noted. The LLD is the result (quotient) of mean lumens / initial lumens per lamp manufacturers' specifications. " Illumination values shown (In footcandles) are the predicted results for planes of calculation either horizontal, vertical or inclined as designated In the calculation summary. Meter orientation is normal to the plane of calculation. "The calculated results of this lighting simulation represent an anticipated prediction of system performance. Actual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of RAB Lighting Inc. `Mounting height determination is job site specific, our lighting simulations assume a mounting height (insertion point of the luminaire symbol) to be taken at the top of the symbol for ceiling mounted luminaires and at the bottom of the symbol for all other luminaire mounting configurations. RAB Lighting Inc. luminaire and product designs are protected under U.S. and International Intellectual property laws. Patents issued or pending apply. 1st Level Top Deck 2nd Level PS4-11-20D2 Filename: North Main HOtel 00065452A.AGI Drawn By: K. Deines Filename: E\PRE-JOBS\North Main HotelNorth Maln Hotel 00065452A,AGI ALED3T125 Specification grade area lights available with IES Type III distribution. For use for roadway, general parking and other area lighting applications where a larger pool of lighting Is required. Patent pending thermal management system. 5 Year Warranty. Color: Bronze Weight: 32.0 Ibs Project: Prepared By: Type: Date: RAB LIGHTING Driver Info LED Info Type: Constant Current Watts: 125W 120V: 1.12A Color Temp: 5000K 208V: 0.70A Color Accuracy: 65 CRI 240V: 0.61A L70 Lifespan: 100000 277V: 0.52A Lumens: 10,893 Input Watts: 134W Efficacy: 81 LPW Efficiency: 93% Need help? Tech help line: (888) RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Page 1 of 3 Copyright © 2014 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice ALED3T125 Technical Specifications Listings UL Listing: Suitable for wet locations. IESNA LM-79 & LM-80 Testing: RAB LED luminaries have bean tested by an Independent laboratory in accordance with IESNA LM- 79 and LM-80, and have been received the Department of Energy "Lighting Facts" label. Dark Sky Approved: The International Dark Sky Association has approved this product as a full cutoff, fully shielded luminaire. LED Characteristics Lifespan: 100,000-hour LED iifespan based on IES LM-80 results and TM-21 calculations. LEDs: Multi -chip, high -output, long -life LEDs Color Stability: LED color temperature Is warrantled to shift no more than 200K In CCT over a 5 year period. Color Uniformity: RAB's range of CCT (Correlated Color Temperature) follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377- 2011. Construction IES Classification: The Type 111 distribution is Ideal for roadway, general parking and other area lighting applications where a larger pool of lighting Is required. It is Intended to be located near the side of the area, allowing the Tight to project outward and fill the area. Effective Projected Area: EPA = 0.75 Technical Specifications (continued) Other _ Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five (5) years from the date of delivery to the end user, Including coverage of light output, color stability, driver performance and fixture finish, Ambient Temperature: Suitable for use in 40°C (104°F) ambient temperatures Cold Weather Starting: The minimum starting temperature is-40C/-40°F Thermal Management: Superior thermal management with external Air -Flow fins. Housing: Die-cast aluminum housing, lens frame and mounting arm. Mounting: Heavy-duty mounting arm with "O" ring seal & stainless steel screws Reflector: Specular vacuum -metallized poiycarbonate Gaskets: High -temperature silicone gaskets IP Rating: Ingress Protection rating of IP66 for dust and water. Finish: Our environmentally friendly polyester powder coatings are formulated for high -durability and long-lasting color, and contains no VOC or toxic heavy metals. RAB LIGHTING Green Technology: Mercury and UV free, and RoHS compliant. Polyester powder coat finish formulated without the use of VOC or toxic heavy metals. For use on LEED Buildings: IDA Dark Sky Approval means that this fixture can be used to achieve LEED Credits for Light Pollution Reduction. Electrical Drivers: Two Drivers, Constant Current, Class 2, 1750mA, 100- 277V, 50/60Hz, 1.1A, Power Factor 99% THD: 5.5% et 120V, 15.6% at 277V Surge Protection: 4kV Optical Replacement: The ALED125 replaces 320W Metal Halide Area Lights. BUG Rating: B1 UO G2 Other California Title 24: See ALED3T125/D10, ALED3T125/BL, ALED3T125/PCS, ALED3T125/PCS2, or ALED3T125/PCT for a 2013 California Title 24 compliant product. Need help? Tech help line: (888) RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Copyright ©2014 RAB Lighting Inc. At Rights Reserved Note: Specifications are subject to change at any time without notice Page 2 of 3 ALED3T1 25 Dimensions 23 4' 59.4 cm j 11.4 cm 1 f 15 1 cm Features 66% energy cost savings vs. HID 100,000-hour LED Ilfespan Type III distribution 5-year warranty Ordering Matrix Family Distribution Watts Mount Color Temp Finish Voltage Photocell Dimming BI-Level ALED 27 = Type II 3T= Type III 4T = Type IV 360 = Blank = Blank = 5000K 360W Arm (Cool) 260 = SF = Y = 3000K 260W Slipfltter (Warm) 150 = N = 4000K 150W (Neutral) 125 125W 105 = 105W 78 = 78W Blank = Bronze W = White RG = Gray Blank = 120-277V 1480 = 480V (Only 360W & 260W) Blank = No Photocell /PC = 120V Button IPC2 = 277V Button IPCS = 120V Swivel /PCS2 = 277V Swivel /PCT =120-277V Twlstlock IPCS4 = 480V Swivel IPCT4 = 480V Twistlock Blank = No Blank = No BI- Dimming Level ID10 = Dimmable IBL = BI-Level Need help? Tech help line: (888) RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Page 3 of 3 Copyright © 2014 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice PS4-11-20D2 Square steel poles drilled for 2 Area Lights at 180°. Designed for ground mounting. Poles are stocked nationwide for quick shipment. Protective packaging ensures poles arrive at the Job site good as new. Color: Bronze Weight: 137.O Ibs Technical Specifications Listings CSA Listed: Suitable for wet locations. Construction Shaft: 46,000 p.s.i. minimum yield. Hand Holes: Reinforced with grounding lug and removable cover, Base Plates: Slotted base plates 36,000 p.s.l. Shipping Protection: All poles are shipped in Individual corrugated cartons to prevent finish damage. Color: Bronze powder coating. Height: 20 FT. Weight: 137 lbs. Gauge: 11 Wall Thickness: 1/8". Shaft Size: 4". Hand Hole Dimensions: 3" x 5". Bolt Circle: 8 1/2". Base Dimension: 8". RA8 I. I G II T{ N G Project: Type: Prepared By: Date: Lamp Info Ballast Info Type: N/A Type: N/A Watts: OW 120V: N/A Shape/Size: N/A 208V: N/A Base: N/A 240V: N/A ANSI: N/A 277V: N/A Hours: N/A Input Watts: OW Lamp Lumens: N/A Efficacy: N/A Anchor Bolt: Galvanized anchor bolts and galvanized hardware and anchor bolt template. All bolls have a 3" hook. Anchor Bolt Templates: WARNING Template must be printed on 11" x 17" sheet for actual size. CHECK SCALE BEFORE USING. Templates shipped with anchor bolts and available . Pre -Shipped Anchor Bolts: Bolts can be pre -shipped upon request for additional freight charge. MaxEPA's!Max Weights: 70MPH 8.3 ft_/240 Ib 80MPH 5.6 ft_/165 Ib 90MPH 3.6 ft /110 Ib 100MPH 2.2 ft /75 Ib 110MPH 1.0 ft_/45 Ib 120MPH 0.2 ft /20 Ib. Other Terms of Sale: Pole Terms of Sale Is available . Need help? Tech help line: (888) RAB-1000 Email: sales@rabweb.com Webslte: www.rabweb.com Page 1 of 2 Copyright © 2014 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice PS4-11-20D2 RAB LIGHTING Dimensions Features Designed for ground mounting Heavy duty TGIC polyester coating Reinforced hand holes with grounding lug and removable cover for easy wiring access Anchor Bolt Kit Includes pole cap and base cover (sold separately) Custom manufactured for each application Need help? Tech help line: (888) RAB-1000 Email: sales@rabweb.com Webslte: www.rabweb.com Page 2 of 2 Copyright © 2014 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice PRT42 This ultra high efficiency LED garage light delivers up to 118 Iumens per Watt. Available In 30, 42 and 55 Watt versions that replace 70 to 175 Watt metal halide fixtures, Color: Bronze Technical Specifications Listings UL Listing: Suitable for wet locations. Weight: 10.6 lbs IESNA LM-79 & LM-80 Testing: RAB LED luminaires have been tested by an Independent laboratory in accordance with IESNA LM- 79 and LM-80, and have received the Department of Energy "Lighting Facts" label. DLC Listed: This product is on the Design Lights Consortium (DLC) Qualified Products List and Is eligible for rebates from DLC Member Utilities. DLC Product Code: PW9AFCEY Electrical Drivers: Constant Current, Class 2 100V - 277V, 50/60 Hz. THD <20%. Construction Lens: Frosted polycarbonate Gaskets: High temperature silicone. Project: Prepared By: Type: Date: RAB L. I( 41 T I N fl Driver Info LED Info Type: Constant Current Watts: 42W 120V: 0.36A Color Temp: 5000K 208V: 0.19A Color Accuracy: 74 CRI 240V: 0.18A L70 Lifespan: 100000 277V: 0.17A Lumens: 4,833 Input Watts: 43W Efficacy: 112 LPW Efficiency: 97% IP Rating: Ingress Protection rating of IP66 for dust and water. Ambient Temperature: Suitable for use in 40°C ambient temperatures. Finish: Our environmentally friendly polyester powder coatings are formulated for high -durability and long-lasting color, and contains no VOC or toxic heavy metals. Cold Weather Starting: Minimum starting temperature Is-40°F/-40°C. Thermal Management: Superior thermal management with external Air -Flow fins. Housing: Die-cast aluminum and sheetmetal housing Mounting: Die-cast aluminum backbox with (4) 1/2" conduit openings with plugs. Hinged tether for easy installation and wiring. Also accomodates 1/2" or 3/4" NPS pendants (provided by others). Lens: High -transmission and vandal -resistant polycarbonate frosted lens Reflector: Specular polycarbonate LED Characteristics LEDs: Long -life, high -efficiency surface mount LEDs Other California Title 24: See PORTO with 0-10V dimming (/D10) driver for a compliant California Title 24. Need help? Tech help line: (888) RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Copyright © 2014 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 2 PRT42RLIGHT,B Dimensions 3 T 5/8" 92 mm 5 3/4" 147 mm 1 13 15/16" 354 mm 13 15/16" 354 mm Features Ultra -high efficiency Pendant or surface mount IP 66 rated, keeps water and dust out Low glare, vandal -resistant polycarbonate lens 20% uptight eliminates "cave effect" 100,000-Hour LED Ilfespan 5-year warranty Ordering Matrix Family Watts Color Temp Finish Voltage Dimming PRT 42 30 = 30W 42 = 42W 55 = 55W Blank = 5000K (Cool) Y = 3000K (Warm) N = 4000K (Neutral) Blank = Bronze W = Whlte Blank=120-277V l480 = 480V Blank = No Dimming ID10 = Dimmable Need help? Tech help line: (888) RAB-1000 Emall: sales@rabweb.com Webslte: www.rabweb.com Page 2 of 2 Copyright 0 2014 RAB Lighting Inc. 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Ya 0) .11 , ]I 09 .011 •11>I i+ 12 .03 m r r r r rr r r r r r r rmr r 1 11 r r 1 r r m r r r m 11 Scale: 1 inch= 16 Ft. 03 •07 0., .113 0., •0., 0.1 •a.l r r r r m 11 15 20 •34 33 Y, _ 0.1 02 02 01 OI '0., in In r r r r r 22 17 •29 'l.l L 'll I r r• 'r r r 1r r r r r r r r r r w 111)rrr 141r_111 111;mrr111111rrr 07 0.5 '02 0, m 11 r r r r m r r: r 14 • r I:r r r r r r r r 04 02 01 r r r r r r m r r r r 0 ra r ;rr r r r r r r a, p l 0.1 rrr r r r r r r r• m w 1v r >o r r r 101 • r 'p, • r r r r r r r r r• 1a a Is ,:m r r r r r r r a. ax 0, r r r la r r r rrr r a t r.a. r r r r r r r ai a.1 a,mryarr111•1• lr611rl:rrrrmmrr a al m r m m r m r r r r mir r r r r r r r r r '02 a1 r r r r r r r r r r r Ir • r r r rrr r r a2 •p, • r r r r r r r r r r!la rim r r r r r r r 02 '0, • r r r r r r r r r m it r r r r r r r r r 02 0.1 r le V r r r r r r r r IV lv r r r r r r ox 0, la r m• r r r r r r r Ir r r r r r r r r r o> ae0. a.1'0, rrrrrrrrr•rlrII rlerrrrr 0.1 01 0,a2.O.Irrr1rrrrrrr'rrtirrrmrrm ax p.1 a1 19.Ir111.r11111r11rrrrrr,a11r1.rrrr a., r r IN r r r r r r r r 1 r 11 11 •rill r r r r r r r • r 10r r r r r 1 r r-r • r r r r!r r r r r r r r r r 1 Scale: as noted CASE # 00070420 Date:11 /21 /2016 Filename: North Main Hotel 00070420BAGI Drawn By:K. Deines Rename E:'PREJOBSWORTH MAIN HOTEL\Nort Main Hote100070420BAGl Calculation Summa Label CalcType Units Avg Max Min Avg/Min Max/Min Description PtSpcLr PtSpcTb Meter Type Patio Top Illuminance Fc 2.38 14.1 0.0 N.A. N.A. readings taken 0'-0" AFG 5 5 Normal Site_Planar Illuminance Fc 0.52 11.9 0.0 N.A. N.A. readings taken 0'-0" AFG 5 _ 5 Normal Luminaire Schedule Symbol Qty Tag Label 7 A GNLEDI3YSACIIB 21 1 () 9 B SLIM12N SLIM18N N D6R20D-N DLED6RD-80N-W-W Arrangement SINGLE SINGLE SINGLE SINGLE Expanded Luminaire Location Summary LumNo Tag X Y MTG HT Orient Tilt 1 C -95.83 447.9 13 0 0 2 B -99.68 458.96 8 0 0 3 B -151.05 481.98 18 180 0 4 B -151.05 481.98 36 180 0 5 B -151.05 1481.98 8 180 0 6 B -99.68 476.98 _ 8 0 0 7 B -151.07 507.97 18 180 0 8 B -151.07 507.97 8 180 0 9 B -151.07 507.97 36 180 0 10 B -97.38 494.85 8 0 0 11 B -76.38 511.73 8 270 0 12 B -151.06 545.73 36 180 0 13 B -151.06 545.73 18 180 0 14 B -151.06 545.73 8 180 0 15 A -10.55 524.83 9 180 0 16 A -10.55 524.83 23 180 0 17 A -10.55 528 9 180 0 18 A -10.55 528 23 180 0 19 A -18.73 537.29 8.07 270_ 0 20 _ D -18.72 539.86 9 0 0 21 B -110.56 572.19 36 90 0 22 B -110.56 572.19 18 90 0 23 B -110.56 572.19 8 90 0 24 D -4.38 549.91 9 0 0 25 B -74.26 572.19 18 90 0 26 B -74.26 572.19 36 90 0 27 B -74.26 572.19 8 90 0 28 A -5.5 551.82 23 180 0 29 A -5.5 554.99 23 180 0 30 B -22.73 560.33 29 0 0 31 D -4.38 556.75 9 0 0 32 D -71.14 580.01 9 0 33 D -4.38 564.43 9 0 _0 0 34 D -71.14 584.61 9 0 0 35 B -22.73 _ 574.68 29 _ 0 0 36 D -4.38 570.27 9 0 0 37 D -4.38 578.77 _ 9 0 0 38 D -4.38 584.61 9 0 0 Total Quantity. 38 Lum. Lumens 665 1372 1855 1856 GNLED13NSAC11 B Arr. Lum. Lumens 665 1372 1855 1856 SLIM12N SLIM18N LLF 1.000 1.000 1.000 1.000 Description GN1 ARM MOUNT WALL MOUNT WALL MOUNT RECESSED MOUNT JO! ND6R20D-NDLED6RD-80N-W-W Lum. Watts Arr. Watts 15.3 15.3 13.9 20 20.486 13.9 20 _20.486 Total Watts 107.1 291.9 20 184.374 Filename GNLED13YSAC11 W - Warm - RAB00144.IES SLIM12N - Neutral - ITL81603.IES SLIM18N - Neutral - ITL81606.IES ND6R20D-NDLED6RD-80N-W-W - Neutral - RAB01534S.IES 0 N N 3 3 GN1LED13YSAC11B 13 & 26 Watt Angled Cone Shade LED Gooseneck Luminaire designed to match the architecture of Main Street storefronts and building perimeters. LED Gooseneck Cone Shade with 24" Goose Arm Style 1. Color: Black Technical Specifications Listings UL Listing: Suitable for wet locations. Suitable for mounting within 1.2m (4ft) of the ground. IESNA LM-79 & IESNA LM-80 Testing: RAB LED luminaires have been tested by an independent laboratory In accordance with IESNA LM- 79 and 80, and have received the Department of Energy "Lighting Facts" label. LED Characteristics Lifespan: 100,000-hour LED lfespan based on IES LM-80 results and TM-21 calculations. LED: Single multi -chip, 13W high -output, long -life LED. Correlated Color Temp. (Nominal CCT): 3000K Color Stability: LED color temperature is warrantied to shift no more than 200K in CCT over a 5 year period. Color Uniformity: RAB's range of CCT (Correlated Color Temperature) follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377- 2011. Construction Fixture: The GN1LED13YSAC11B comes with the GOOSE1B Arm. Thermal Management: Custom heat sink assembly in thermal contact with die-cast aluminum housing for superior heat sinking. Weight: 11.0 Ibs Project: North Main Hotel Prepared By: K. Deines Driver info Type: 120V: 208V: 240V: 277V: Input Watts: Efficiency: Type: A Date: LED Info Constant Current Watts: 0.3A Color Temp: 0.3A Color Accuracy: 0.3A L70 Lifespan: 0.15A Lumens: 16W Efficacy: 83% Housing: Precision die-cast aluminum housing, lens frame and mounting plate. Gaskets: High Temperature Silicone Mounting: Heavy-duty mounting arm with "O" ring seal and stainless steel screw. Cold Weather Starting: The minimum starting temperature Is-40°F/-40°C Finish: Our environmentally friendly polyester powder coatings are formulated for high -durability and long-lasting color, and contains no VOC or toxic heavy metals. Offers significantly Improved gloss retention and resistance to color change. Green Technology: Mercury and UV free. RoHS compliant components. Polyester powder coat finish formulated without the use of VOC or toxic heavy metals. Electrical Driver: Constant Current, Class 2, 100-277V, 50/60 Hz, 100- 240VAC 0.3 - 0.15A, 277VAC 0.15A, THD 520%, PF 97.5%. Surge Protection: 4kv Other Shades: 11" Angled Cone Shade offered. I [3 H 7 1 Iv a 13W 3000K 87 CRI 100000 344 22 LPW Equivalency: The GNLED13 is equivalent in delivered lumens to 75W incandescent, 50W MH or 18W CFL. California Title 24: Goosenecks complies with 2013 California Title 24 building and electrical codes as a commercial outdoor non -pole -mounted fixture < 30 Watts when used with a photosensor control. Select catalog number PCS900(120V) or PCS900/277 to order a photosensor. Patents: The design of the Gooseneck Is protected by patents pending In US, Canada, China and Taiwan. Warranty: RAB warrants that our LED products will be free from defects In materials and workmanship for a period of five (5) years from the date of delivery to the end user, including coverage of light output, color stability, driver performance and fixture finish. Country of Origin: Designed by RAB in New Jersey and assembled In the USA by RAB's IBEW Local 3 workers. Buy American Act Compliant: This product Is a COTS Item manufactured In the United States, and is compliant with the Buy American Act. Recovery Act (ARRA) Compliant: This product complies with the 52.225-21 "Required Use of American Iron, Steel, and Manufactured Goods-- Buy American Act— Construction Materials (October 2010). Trade Agreements Act Compliant: This product is a COTS Item manufactured In the United States, and is compliant with the Trade Agreements Act. Need help? Tech help line: (888) RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Copyright © 2014 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any lime without notice Paget of 2 GN1 LEDI 3YSAC11 B Technical Specifications (continued) Other GSA Schedule: Suitable In accordance with FAR Subpart 25,4. Dimensions Ordering Matrix Family GNILED Features Adjustable 45° swivel Joint Superior heat sink Die-cast aluminum housing 5 year LED warranty Watts Color Temp Reflector Shade ShadeSIze Finish 13 Y S AC 11 B 13 = 13W Y = 3000K (Warm) Blank = Flood AC = Angled Cone 11 = 11" B = Black 26 = 26W N = 4000K (Neutral) R = Rectangular Blank = 15" W = White S = Spot A = Bronze S = Silver G = Hunter Green YL = Yellow LB = Light Blue BL = Royal Blue BWN = Brown I = Ivory R=Red Need help? Tech help line: (888) RAB-1000 Ernst: sales@rabweb.com Webslte: www.rabweb.com Page 2 of 2 Copyright © 2014 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice SLIM12N 12, 18 and 26 Watt SLIM wallpacks are ultra efficient and deliver Impressive light distribution with a compact low -profile design that's super easy to Install as a downlight or uplight. Color: Bronze Weight: 4.5 Ibs Technical Specifications Listings UL Listing: Suitable for wet locations. Suitable for mounting within 1.2m (4rt) of the ground. ADA Compliant: SLIMTM is ADA Compliant. Dark Sky Approved: The International Dark Sky Association has approved this product as a full cutoff, fully shielded luminaire. IESNA LM-79 & LM-80 Testing: RAB LED luminaires have been tested by an independent laboratory in accordance with IESNA LM- 79 and LM-80, and have received the Department of Energy "Lighting Facts" label. Construction IP Rating: Ingress Protection rating of IP66 for dust and water. Cold Weather Starting: The minimum starting temperature is-40°C/-40°F Maximum Ambient Temperature: Suitable for use In 40°C (104°F) ambient temperatures Thermal Management: Superior heat sinking with internal Air -Flow fins. Housing: Precision die-cast aluminum housing. Project: North Main Hotel Prepared By: K. Deines Driver Info Type: 120V: 208V: 240V: 277V: Input Watts: Efficiency: Constant Current 0.12A 0.08A 0.07A 0.06A 14W 86% Mounting: Heavy-duty mounting bracket with hinged housing for easy Installation. Recommended Mounting Height: Up to 8 ft. Lens: Tempered glass lens. Reflector: Specular thermoplastic. Gaskets: High -temperature silicone Finish: Our environmentally friendly polyester powder coatings are formulated for high -durability and long-lasting color, and contains no VOC or toxic heavy metals. Green Technology: Mercury and UV free. RoHS compliant components. Polyester powder coat finish formulated without the use of VOC or toxic heavy metals. LED Characteristics LED: Multi -chip, long -life LED. Lifespan: 100,000-hour LED lifespan based on IES LM-80 results and TM-21 calculations. Type: B Date: LED Info Watts: Color Temp: Color Accuracy: L70 Lifespan: Lumens: Efficacy: RAB LIGHTING 12W 4000K 82 CRI 100000 1,372 99 LPW Color Consistency: 3-step MacAdam Ellipse binning to achieve consistent fixture -to -fixture color. Color Stability: LED color temperature is warrantied to shift no more than 200K in CCT over a 5 year period. Color Uniformity: RAB's range of CCT (Correlated Color Temperature) follows the guidelines for the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78,377- 2011, Electrical Driver: Constant Current, Class 2, 100-277V, 50/60 Hz., 4KV surge protection, 350mA, 100-240VAC 0.3-0.15 Amps, 277VAC 0.15Amps, Power Factor 99%. THD: 10.1% at 120V Other HID Replacement Range: The SLIM12 can be used to replace 70W MH based on delivered lumens. California Title 24: SLIM12 complies with 2013 California Title 24 building and electrical codes as a residential outdoor fixture. See SLIM12/PC for a model that complies as a commercial outdoor non -pole -mounted fixture _s_30 Watts. Patents: The design of the SLIMTM is protected by patents in U.S. Pat D681,864, and pending patents in Canada, China, Taiwan and Mexico. Need help? Tech help line: (888) RAB-1000 Email: sales@rabweb.com Website: www.rabweb.corn Copyright © 2014 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change al any time without notice Page 1 of 2 SLIM12N RAB LIGHTING Technical Specifications (continued) Other Country of Origin: Designed by RAB In New Jersey and assembled in the USA by RAB's IBEW Local 3 workers. Buy American Act Compliant: This product Is a COTS Item manufactured in the United States, and Is compliant with the Buy American Act, Recovery Act (ARRA) Compliant: This product complies with the 52.225-21 "Required Use of American Iron, Steel, end Manufactured Goods— Buy American Act-- Construction Materials (October 2010). Dimensions Ordering Matrix Family SLIM Watts 28 = 26W 18 = 18W 12 = 12W 6.5" 165mm Trade Agreements Act Compliant: This product Is a COTS Item manufactured In the United States, and Is compliant with the Trade Agreements Act. GSA Schedule: Suitable In accordance with FAR Subpart 25.4, Optical BUG Rating: B1 UO GO 8. 5' 222mm Color Temp Blank = 5000K (Cool) Y = 3000K (Warm) N = 4000K (Neutral) Finish Blank = Bronze W = White BUG Rating: B1 UO GO Features Full cutoff, fully shielded LED wallpack Can be used as a downllght or upllght Contractor friendly features for easy Installation 100,000-hour LED Life 5-Year Warranty Photocell Blank = No Photocell /PC = 120V Button /PC2 = 277V Button Need help? Tech help line: (888) RAB-1000 Email: sales@rabweb.com Webslte: www.rabweb.com Copyright © 2014 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice Dimming Blank = No Dimming /D10 = Dimmable Page 2 of 2 SLIM18N 12, 18 and 26 Watt SLIM wallpacks are ultra efficient and deliver Impressive light distribution with a compact low -profile design that's super easy to Install as a downlight or uplight. Color: Bronze Weight: 4.5 Ibs Technical Specifications Listings UL Listing: Suitable for wet locations. Suitable for mounting within 1.2m (4ft) of the ground. ADA Compliant: SLIMTM is ADA Compliant. Dark Sky Approved: The International Dark Sky Association has approved this product as a full cutoff, fully shielded luminaire. IESNA LM-79 & LM-B0 Testing: RAB LED luminaires have been tested by an Independent laboratory In accordance with IESNA LM- 79 and LM-80, and have received the Department of Energy "Lighting Facts" label. DLC Listed: This product Is on the Design Lights Consortium (DLC) Qualified Products List and is eligible for rebates from DLC Member Utilities. DLC Product Code: P0000171 P Construction IP Rating: Ingress Protection rating of IP66 for dust and water. Cold Weather Starting: The minimum starting temperature Is -40°C/-40°F Maximum Ambient Temperature: Suitable for use In 40°C (104°F) ambient temperatures Thermal Management: Superior heat sinking with internal Air -Flow fins. Project: North Main Hotel Prepared By: K. Deines Driver Info Type: 120V: 208V: 240V: 277V: Input Watts: Efficiency: Constant Current 0.18A 0.11A 0.09A 0.08A 20W 90% Housing: Precision die-cast aluminum housing. Mounting: Heavy-duty mounting bracket with hinged housing for easy installation. Recommended Mounting Height: Up to 14 ft. Lens: Tempered glass lens. Reflector: Specular thermoplastic. Gaskets: High -temperature silicone Finish: Our environmentally friendly polyester powder coatings are formulated for high -durability end long-lasting color, and contains no VOC or toxic heavy metals. Green Technology: Mercury and UV free. RoHS compliant components. Polyester powder coat finish formulated without the use of VOC or toxic heavy metals. LED Characteristics LED: Multi -chip, long -life LED. Type: C Date: LED Info Watts: Color Temp: Color Accuracy: L70 Lifespan: Lumens: Efficacy: RAB LIGHTING 18W 4000K 82 CRI 100000 1,855 93 LPW Lifespan: 100,000-hour LED lifespan based on IES LM-80 results and TM-21 calculations. Color Consistency: 3-step MacAdam Ellipse binning to achieve consistent fixture -to -fixture color. Color Stability: LED color temperature is warrantied to shift no more than 200K In CCT over a 5 year period. Color Uniformity: RAB's range of CCT (Correlated Color Temperature) follows the guidelines for the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377- 2011. Electrical Driver: Constant Current, Class 2, 100-277V, 50/60 Hz., 4KV surge protection, 500mA, 100-240VAC 0.3-0,15 Amps, 277VAC 0.15 Amps, Power Factor 99%. THD: 10.4% at 120V Other HID Replacement Range: The SLIM18 can be used to replace 100W MH based on delivered lumens. California Title 24: SLIM18 complies with 2013 California Title 24 building and electrical codes as a residential outdoor fixture. See SLIM18/PC for a model that complies as a commercial outdoor non -pole -mounted fixture _530 Watts. Need help? Tech help line: (888) RAB-1000 Email: sales@rahweb.com Websile: www.rabweb,com Copyright © 2014 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 2 SLIM18N Technical Specifications (contlnued) Other Optical Patents: BUG Rating: The design of the SLIMT"' Is protected by patents In B1 UO GO U.S. Pat D681,864, and pending patents In Canada, China, Taiwan and Mexico. Dlmenslons Ordering Matrix Family SLIM Watts 26 = 26W 18=18W 12 = 12W 6.5' 165mm 875' 222mm BUG Rating: B1 UO GO Features Full cutoff, fully shlelded LED wallpack Can be used as a downllght or upllght Contractor friendly features for easy Installation 100,000-hour LED Life 5-Year Warranty Color Temp Finish Photocell Dimming Blank = 5000K (Cool) Y = 3000K (Warm) N = 4000K (Neutral) Blank = Bronze W = White Blank = No Photocell /PC = 120V Button IPC2 = 277V Button Blank = No Dimming ID10 = Dimmable Need help? Tech help Ilne: (888) RAB-1000 Emall: sales@rabweb.com Webslte: www.rabweb.com Page 2 of 2 Copyright ©2014 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice ND6R2OD L I OL I I Easy to Install 6" rough -in with dle-cast aperture ring, removable driver, thermal protector and adjustable butterfly brackets. This rough -in Is designed to make new construction recessed downllghting easy Available with 80 or Color: See Trim Module` Weight: 2.0 lbs Technical Specifications Listings UL Listed: Suitable for wet locations covered ceiling. ENERGY STAR: This product is ENERGY STAR® qualified. Optical Photometrics: Photometrlcs are based on prorated reports. Contact the RAB Lighting Design department for the most up- to-date data. Construction Housing Component: This component must be ordered with New Construction Round Trim Module In order to make a complete fixture. Ambient Temperature: Suitable for use In 40°C ambient temperatures. Cold Weather Starting: The minimum starting temperature is-40°C/-40°F Aperture Size: 6" Rough -In. Drop Ceiling Installation: NDLED can be Installed In drop ceiling tiles when using optional c-channel bars and following local construction codes. Protect: North Main Hotel Prepared By: K. Deines Driver Info Type: 120V; 208V: 240V: 277V: Input Watts: Efficiency: Junction Box: Integral junction box with wiring capacity for Min 90°C supply conductors 4 in 4 out Constant Current 0.17A 0.11A 0.10A 0.09A See Trim Module* N/A Mounting: Housing includes nailer bars and butterfly brackets. Brackets also accommodate mounting with 1/4" to 1 /2" bar stock, C channel or 1/2" conduit. Easy Installation: The EZConnector makes installation easy, Thermal Protector: Thermal protector Included. Disables power If temperature exceeds safe operation levels, Electrical Driver: ELV, 0-10V and TRIAC Dimming, Constant Current, Class 2, 120V-277V, 50/60Hz, Power Factor 98%, THD 5 20%. Dimming Driver: 0 - 10V (at 120-277V), TRIAC and ELV (at 120V only). Other Equivalency: DLED 26W is equivalent to 100W PAR. Air Tight: Housing certified Air light as per ASTM E283 Type: D Date: LED Info Watts: Color Temp: Color Accuracy; L70 Lifespan: Lumens: Efficacy: 20W See Trim Module* 80 CRI N/A See Trim Module" N/A California Title 24: ND6R2OF complies with 2013 California Title 24 building and electrical codes as a residential indoor fixture. See NDLED models with dimming drivers for products that comply as commercial indoor fixtures for general spaces. Any additional component requirements will be listed In the Title 24 section under technical specifications on the product page. Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five (5) years from the date of delivery to the end user, Including coverage of light output, color stability, driver performance and fixture finish. Country of Origin: Designed by RAB In New Jersey and assembled In the USA by RAB's IBEW Local 3 workers. Buy American Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Buy American Act. Recovery Act (ARRA) Compliant: This product complies with the 52.225-21 "Required Use of American Iron, Steel, and Manufactured Goods-- Buy American Act— Construction Materials (October 2010). Trade Agreements Act Compliant: This product is a COTS Item manufactured in the United States, and Is compliant with the Trade Agreements Act. GSA Schedule: Suitable in accordance with FAR Subpart 25.4. Need help? Tech help line: (888) RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Copyright ©2014 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 2 ND6R2OD RAB LIGHTING Dimensions Features Ordering Matrix Family ND 5 7/8' 149 mm 71/2'- 191 mm Type 127/16' 315 mm Blank = Standard IC = Insulation Contact (IC) Butterfly bracket allows mounting with bar stock, "C" channel, 1/2" conduit or nailer bars Low -profile design allows for Installation In ceilings with limited space Sturdy design with die cast aperture frame 131/2' 342 mm Size Shape Driver Watts 6 R D 20 6 = 6" R = Round D = Universal Dimming 20 = 20W 26 = 26W Battery Backup Blank = No Battery Backup IE2 = 120-277V Backup Need help? Tech help line: (888) RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Page 2 of 2 Copyright © 2014 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice NDLED6RD-80N-W-W RAB LIGHTING ITD)))))))))))))) High-performance LED downlight module for use with RAB new construction rough - In. Microprlsmatic diffusion lens optimizes lumen output and delivers smooth, uniform illumination that enhances any space. Color: White cone white trim Weight: 2.0 lbs Technical Specifications Listings UL Listed: Suitable for wet locations covered ceiling. ENERGY STAR: This product is ENERGY STAR® qualified. Optical Photometrics: Photometrics are based on prorated reports. Contact the RAB Lighting Design department for the most up- to-date data. Optics: 80° beam spread with specular thermoplasic optics and Nanostructure lens technology for smooth light output and high efficiency, Construction Trim Component: This component must be ordered with New Construction Round Rough -In in order to make a complete fixture. Housing: Professional -grade, die-cast aluminum construction. Trim Ring: White powder coated die cast trim ring. Trim Cone: White round trim cone. Project: Northridge Property LCBO Proper Prepared By: K. Deines Type: D Date: Driver Info LED Info Type: See Rough -In" Watts: 20W or 26W" 120V: See Rough -in" Color Temp: 4000K 208V: See Rough -in" Color Accuracy: 80 CRI 240V: See Rough -In" L70 Lifespan: 100000 277V: See Rough -In" Lumens: 20W:1856" Input Watts: See Rough -In" 26W:2477` Efficiency: N/A Efficacy: N/A Drop Ceiling Installation: NDLED can be installed in drop ceiling tiles when using optional c-channel bars and following local construction codes. Aperture Size: 6" Trim Module. Easy Installation: The EZ-Connector makes Installation easy. Junction Box: Integral Junction box with wiring capacity for Mln 90°C supply conductors 4 in 4 out Electrical Dimming: Dimmable. Requires rough -in with dimming driver. Dimming Driver: 0 - 10V (at 120-277V), TRIAC and ELV (at 120V only). Other Air Tight: Housing certified Air Tight as per ASTM E283 California Title 24: NDLED6R complies with 2013 California Tltle 24 building and electrical codes as a residential indoor fixture and commercial indoor fixture for general spaces. Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five (5) years from the date of delivery to the end user, including coverage of light output, color stability, driver performance and fixture finish. Country of Origin: Designed by RAB in New Jersey and assembled In the USA by RAB's IBEW Local 3 workers. Buy American Act Compliant: This product Is a COTS item manufactured In the United States, and is compliant with the Buy American Act. Recovery Act (ARRA) Compliant: This product complies with the 52.225-21 "Required Use of American Iron, Steel, and Manufactured Goods-- Buy American Act— Construction Materials (October 2010). Trade Agreements Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Trade Agreements Act. GSA Schedule: Suitable in accordance with FAR Subpart 25.4. LED Characteristics Color Consistency: 3-step MacAdam Ellipse binning to achieve consistent fixture -to -fixture color. Need help? Tech help line: (888) RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Copyright © 2014 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 2 NDLED6RD-80N-W-W Dimensions 4 7/8' 123 mm 5 7/8' 149 mm 71/2" 191 mm Ordering Matrix 12 7/16" 315 mm 131/2- 342 mm RAB LIGHTING Features Butterfly bracket allows mounting with bar stock, "C" channel, 1/2" conduit or nailer bars Low-proflie design allows for Installation In ceilings with limited space Absolute White 3-step consistency and black body accurate Nanostructure lens eliminates "hot spots" providing smooth and efficient light Available with 82 or 92 CRI Family Size Shape Driver Beam Spread Color Temp CRI Cone Color Trim Color NDLED 6 R D 80 N W W 6 = 6" R = Round D = Universal Dimming 50 = 50° YY = 2700K (Residential Warm) Blank = 82 CRI S = Silver S = Silver 80 = 80° Y = 3000K (Warm) HC = 92 CRI M = Matte Silver W = White W = Wall Washer YN = 3500K (Warm Neutral) W = White B = Black N = 4000K (Neutral) B = Black Need help? Tech help line: (888) RAB-1000 Email: sales@rabweb.com Webslte: www.rabweb.com Page 2 of 2 Copyright © 2014 RAB Lighting Inc. All Rights Reserved Note: Specifications are subject to change at any time without notice =4, PROJECT ADDRESS: N. MAIN HOTEL 232 NORTH MAIN ST. STILLWATER, MN 55082 code data APPLICABLE CODES: 2012 INTERNATIONAL BUILDING CODE 2015 MINNESOTA STATE BUILDING CODE 2015 MINNESOTA ACCESSIBILITY CODE 2015 MINNESOTA ENERGY CONVERSATION CODE 2015 MINNESOTA PLUMBING CODE 2015 MINNESOTA MECHANICAL AND FUEL GAS CODE SITE USE HOTEL / RESTAURANT PARKING GARAGE OFFICE BUILDING CHAPTER 3 : USE AND OCCUPANCY CLASSIFICATION 303.3 ASSEMBLY GROUP A-2 (RESTAURANT) 310.3 RESIDENTIAL GROUP R-1 (HOTEL) 304.1 BUSINESS GROUP B (PROFESSIONAL SERVICES - OFFICE) 311.3 LOW -HAZARD STORAGE S-2 (PARKING GARAGE) CHAPTER 5 : GENERAL BUILDING HEIGHTS AND AREAS (TABLE 503) • ASSEMBLY GROUP A-2 (CONSTRUCTION TYPE V-A) - ALLOWED = 2 STORIES / 11,500 SQ. FT. - PROVIDED = 3 STORIES / 4,252 SQ. FT. • SECTION 504.2 - BUILDING HEIGHT AUTOMATIC SPRINKLER SYSTEM INCREASE. WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, THE VALUE SPECIFIED IN TABLE 503 FOR MAXIMUM BUILDING HEIGHT IS INCREASED BY 20 FEET (6096mm) AND THE MAXIMUM NUMBER OR STORIES IS INCREASED BY ONE • RESIDENTIAL GROUP R-1 (CONSTRUCTION TYPE V-B) - ALLOWED = 3 STORIES / 12,000 SQ. FT. - PROVIDED = 3 STORIES / 9,102 SQ. FT. • BUSINESS GROUP B (CONSTRUCTION TYPE V-B) - ALLOWED = 2 STORIES / 9,000 SQ. FT. - PROVIDED = 3 STORIES / 10,757 SQ. FT. • SECTION 504.2 - BUILDING HEIGHT AUTOMATIC SPRINKLER SYSTEM INCREASE. - WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, THE VALUE SPECIFIED IN TABLE 503 FOR MAXIMUM BUILDING HEIGHT IS INCREASED BY 20 FEET (6096mm) AND THE MAXIMUM NUMBER OR STORIES IS INCREASED BY ONE • SECTION 506.3 - BUILDING AREA MODIFICATIONS AUTOMATIC SPRINKLER SYSTEM INCREASE. WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, THE VALUE SPECIFIED IN TABLE 503 IS PERMITTED TO BE INCREASED BY AN ADDITIONAL 200 PERCENT • LOW-HAZZASARD STORAGE S-2 (CONSTRUCTION TYPE 2-B) - ALLOWED = 3 STORIES / 26,000 SQ. FT. - PROVIDED = 3 STORIES / 20,210 SQ. FT. CHAPTER 6 : TYPES OF CONSTRUCTION • ASSEMBLY GROUP A-2 (CONSTRUCTION TYPE V-A) - TYPE V-A (SPRINKLERED) - FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) • PRIMARY STRUCTURAL FRAME = 1 HOUR • BEARING WALLS (INTERIOR/EXTERIOR) = 1 HOUR • NON BEARING WALLS - EXTERIOR = 1 HOUR • NON BEARING WALLS - INTERIOR = 0 HOUR • FLOOR CONSTRUCTION = 1 HOUR • ROOF CONSTRUCTION = 1 HOUR • RESIDENTIAL GROUP R-1 (CONSTRUCTION TYPE V-B) - TYPE V-B (SPRINKLERED) - FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) • PRIMARY STRUCTURAL FRAME = 0 HOUR • BEARING WALLS (INTERIOR/EXTERIOR) = 0 HOUR • NON BEARING WALLS - EXTERIOR = 0 HOUR • NON BEARING WALLS - INTERIOR = 0 HOUR • FLOOR CONSTRUCTION = 0 HOUR • ROOF CONSTRUCTION = 0 HOUR • BUSINESS GROUP B (CONSTRUCTION TYPE V-B) - TYPE V-B (SPRINKLERED) - FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) • PRIMARY STRUCTURAL FRAME • BEARING WALLS (INTERIOR/EXTERIOR) • NON BEARING WALLS - EXTERIOR • NON BEARING WALLS - INTERIOR • FLOOR CONSTRUCTION • ROOF CONSTRUCTION = 0 HOUR = 0 HOUR = 0 HOUR = 0 HOUR = 0 HOUR = 0 HOUR • LOW-HAZZASARD STORAGE S-2 (CONSTRUCTION TYPE 2-B) - TYPE 2-B (UN-SPRINKLERED) - FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) • • • • • PRIMARY STRUCTURAL FRAME = 0 HOUR BEARING WALLS (INTERIOR/EXTERIOR) NON BEARING WALLS - EXTERIOR NON BEARING WALLS - INTERIOR FLOOR CONSTRUCTION ROOF CONSTRUCTION = 0 HOUR = 0 HOUR = 0 HOUR = 0 HOUR = 0 HOUR CHAPTER 10 : MEANS OF EGRESS TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT • ASSEMBLY GROUP A-2 • ASSEMBLY / UNCONCENTRATED • ACCESSORY STORAGE • BUSINESS AREAS • EXERCISE ROOMS • KITCHENS (COMMERCIAL) • RESIDENTIAL • RESIDENTIAL GROUP R-1 • ACCESSORY STORAGE • RESIDENTIAL = 15 NET = 300 GROSS = 100 GROSS = 50 GROSS = 200 GROSS = 200 GROSS @ 7,103 SQ. FT. = 473.5 (474) OCCUPANTS @ 1,432 SQ. FT. = 4.7 (5) OCCUPANTS @ 1,551 SQ. FT. = 15.5 (16) OCCUPANTS @365 SQ. FT. = 7.3 (8) OCCUPANTS @ 1,006 SQ. FT. = 5 OCCUPANTS @ 1,538 SQ. FT. = 7.6 (8) OCCUPANTS = 300 GROSS @ 703 SQ. FT. = 2.3 (3) OCCUPANTS = 200 GROSS @ 26,600 SQ. FT. = 133 OCCUPANTS • BUSINESS GROUP B • BUSINESS AREAS = 100 GROSS @ 10,756 SQ. FT. = 107.5 (108) OCCUPANTS • LOW-HAZZASARD STORAGE S-2 • PARKING GARAGE = 200 GROSS @ 20,210 SQ. FT. = 101 OCCUPANTS TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCE • ASSEMBLY GROUP A-2 • WITH SPRINKLER SYSTEM • RESIDENTIAL GROUP R-1 • WITH SPRINKLER SYSTEM • BUSINESS GROUP B • WITH SPRINKLER SYSTEM • LOW-HAZZASARD STORAGE S-2 • WITHOUT SPRINKLER SYSTEM EXITING = 250'-0" = 250'-0" = 300'-0" = 300'-0" • ASSEMBLY GROUP A-2 • 4 EXISTS PROVIDED ON FIRST LEVEL - ONE EXIT TO PASS THROUGH INTERVENING SPACE (FIRE RATED CORRIDOR) 75'-0" MAX TRAVEL DISTANCE • 2 EXISTS PROVIDED ON SECOND LEVEL - ONE EXIT TO PASS THROUGH INTERVENING SPACE (FIRE RATED CORRIDOR) 75'-0" MAX TRAVEL DISTANCE • 2 EXISTS PROVIDED ON THRID LEVEL - ONE EXIT TO PASS THROUGH INTERVENING SPACE (FIRE RATED CORRIDOR) 75'-0" MAX TRAVEL DISTANCE • RESIDENTIAL GROUP R-1 • 2 EXITS PROVIDED ON ALL LEVELS (75'-0" MAX TRAVEL DISTANCE) • BUSINESS GROUP B • 2 EXITS PROVIDED ON ALL LEVELS (100'-0" MAX TRAVEL DISTANCE) • LOW-HAZZASARD STORAGE S-2 • 2 EXITS PROVIDED ON ALL LEVELS (75'-0" MAX TRAVEL DISTANCE) CHAPTER 29 : PLUMBING SYSTEMS (TABLE 2902.1) • ASSEMBLY GROUP A-2 - WATER CLOSETS • MENS • WOMENS - LAVATORIES - DRINKING FOUNTAIN - SERVICE SINK • RESIDENTIAL GROUP R-1 - WATER CLOSETS • MENS • WOMENS - LAVATORIES - BATHTUB/SHOWER - SERVICE SINK • BUSINESS GROUP B - WATER CLOSETS - LAVATORIES - DRINKING FOUNTAIN - SERVICE SINK REQUIRED 1/75 @237 OCC. = 3.16(4) 1/75 ©237 OCC. = 3.16(4) 1/200 ©237 OCC = 1.18 (2) 1/500 @237 OCC = .47 (1) PROVIDED 4 (2 ON FIRST, 2 ON THIRD) 4 (2 ON FIRST, 2 ON THIRD) 3 1 1 1 PER SLEEPING ROOM 1 PER SLEEPING ROOM 1 PER SLEEPING ROOM 1 PER SLEEPING ROOM 1 1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50 1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE REMAINDER EXCEEDING 80 1/100 1 1 PER SLEEPING ROOM 1 PER SLEEPING ROOM • LOW-HAZZASARD STORAGE S-2 - PARKING GARAGE - THIS BUILDING IS NOT HEATED - PLUMBING FIXTURES NOT REQUIRED SPRINKLER • FULLY AUTOMATIC SPRINKLER SYSTEM - COMPLETE SYSTEM - WET SYSTEM - NFPA 13 NORTH MAIN HOTEL directory CLIENT/OWNER MIDNIGHT REAL ESTATE, LLC 1314 1st AVE. N. SUITE #300 MINNEAPOLIS, MN 55401 CONTACT: ANNELOFF EMAIL: PHONE: 612-987-2044 anneloff@aol.com ARCHITECT HAF ARCHITECTS, LLC 233 SOUTH MAIN STREET, SUITE B STILLWATER, MN 55082 CONTACT: MICHAEL G. HOEFLER EMAIL: mike@hafarchitects.com PHONE: 651-351-1760 FAX: 651-430-0180 DEVELOPER REUTER WALTON 2915 JAMES AVE. S. #200 MINNEAPOLIS, MN 55408 CONTACT: NICK WALTON EMAIL: nick@reuterwalton.com PHONE: 612-823-3489 FAX: 612-825-1263 CONTRACTOR REUTER WALTON 2915 JAMES AVE. S. #200 MINNEAPOLIS, MN 55408 CONTACT: NICK WALTON EMAIL: nick@reuterwalton.com PHONE: 612-823-3489 FAX: 612-825-1263 STILLWATER, AB ABV AC A/C ACT ADJ. AFF AGG ALT ALUM ANCH AP APPD APPROX. ARCH AUTO AVG. BD BEL BETW BEV BLKG BLDG. BM BOT BRG BRK BSMT BS BTU CAB CAP CEM CER CG CHAM CHDB CIR CIRC CJ CK CL CLG CLO CLR CLS CMU CO COEF COL. COMB COMP CONC. CONE CONN CONST CONT. CONTR. CORR CPT CS CSMT CT CU FT CU YD CW ANCHOR BOLT ABOVE ACOUSTICAL AIR CONDITIONING ACOUSTICAL TILE ADJUSTABLE ABOVE FINISHED FLOOR AGGREGATE ALTERNATE ALUMINUM ANCHOR, ANCHORAGE ACCESS PANEL APPROVED APPROXIMATE ARCHITECT(URAL) AUTOMATIC AVERAGE BOARD BELOW BETWEEN BEVELED BLOCK(ING) BUILDING BEAM BOTTOM BEARING BRICK BASEMENT BOTH SIDES BRITISH THERMAL UNIT CABINET CAPACITY CEMENT CERAMIC CORNER GUARD CHAMFER CHALKBOARD CIRCLE CIRCUMFERENCE CONTROL JOINT CAULK(ING) CENTER LINE CEILING CLOSET CLEAR(ANCE) CLOSURE CONCRETE MASONRY UNIT CLEANEST COEFFICIENT COLUMN COMBINATION COMPRESS(ED),(ION), (IBLE) CONCRETE CONFERENCE CONNECTION CONSTRUCTION CONTINUOUS OR CONTINUE CONTRACT(OR) CORRIDOR CARPET(ED) COUNTERSINK CASEMENT CERAMIC TILE CUBIC FOOT (FEET) CUBIC YARD(S) COLD WATER D DB DBL. DEG DEPT. DET DF DIA DIAG DIM DISP DIV. DN. DR DS DWG EA. EXP. BOLT EL ELEC. ELEV. EMER ENCL. ENG. EQ. EQUIP EST EXP. EXH EXIST EXP. EXT. FD FDN FE FEC FHC FIN FLEX FLG FLR FLUOR FR. FT FTG FUR FUT. FVC GA GALV GC GD GKT GL GYP BD HB HC HCP HD DEPTH DECIBEL(S) DOUBLE DEGREE(S) DEPARTMENT DETAIL DRINKING FOUNTAIN DIAMETER DIAGONAL DIMENSION DISPENSER DIVISION DOWN DOOR DOWNSPOUT DRAWING EAST EACH EXPANSION BOLT ELEVATION ELECTRIC(AL) ELEVATOR EMERGENCY ENCLOSE(URE) ENGINEER EQUAL EQUIPMENT ESTIMATE ELECTRIC WATER COOLER EXPOSED EXHAUST EXISTING EXPANSION EXTERIOR FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISHED FLOOR ELEVATION FIRE HOSE CABINET FINISH(ED) FLEXIBLE FLASHING FLOOR(ING) FLUORESCENT FRAME(D), (ING) FOOT(FEET) FOOTING FURRED, FURRING FUTURE FIRE VALVE CABINET GAGE, GAUGE GALVANIZED GENERAL CONTRACT(OR) GRADE, GRADING GASKET(ED) GLASS, GLAZING GYPSUM BOARD HOSE BIBB HOLLOW CORE HANDICAP(PED) HEAD HDW HEX HM HORIZ H.P. HR HT HTG HVAC ID IN INCL. INFO INSUL INT LAB LAM LAT. LAV LB LH LIB LIN LL L.P. LT. LTG LTL LVR MAN MAS MAX. MECH. MED. MEMB MEZZ MFR. MIN. MISC. MO MTD MTL MULL MINNESOTA 55082 HARDWARE HEXAGONAL HOLLOW METAL HORIZONTAL HIGH POINT HOUR HEIGHT HEATING HEATING/ VENTILATION/ AIR CONDITIONING HOT WATER HYDRAULIC INSIDE DIAMETER INCH(ES) INCLUE(D), (ING) INFORMATION INSULATE(D), (ION) INTERIOR JOIST JANITOR JOINT KITCHEN KNOCKOUT LENGTH LABORATORY LAMINATE(D) LATERAL LAVATORY POUND(S) LEFT HAND LIBRARY LINEAR LIVE LOAD LOW POINT LIGHT LIGHTING LINTEL LOUVER MANUAL MASONRY MAXIMUM MECHANIC(AL) MEDIUM MEMBRANE MEZZANINE MANUFACTURE(R), (D) MINIMUM MISCELLANEOUS MASONRY OPENING MOUNTED METAL MULLION N N.I.C. NO NOM N.T.S. OA OC OD OFF OH OPNG OPP Oz PAR PBD PC PERF PERIM PL P.L. PLAM PLAS PLBG PLF PNL POL abbreviations NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER(S) OUTSIDE DIAMETER OFFICE OVERHEAD OPENING OPPOSITE OUNCE(S) PARALLEL PARTICLE BOARD PRECAST CONCRETE PERFORATE(D) PERIMETER PLATE PROPERTY LINE PLASTIC LAMINATE PLASTER PLUMBING POUNDS PER LINEAR FOOT PANEL POLISHED(ED) PR PAIR PREFAB PREFABRICATE(D) PRES PROJ PSF PSI PT PTD PTN PTR PVC PL WD RAD RCP RD REV RECP REF. REFL REG. REINF REQ. RH RM. RPM RO SAN SCHED SD SECT SF PRESSURE PROJECTION POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT(ED) PAPER TOWEL DISPENSER PARTITION PAPER TOWEL RECEPTOR POLVINYL CHLORIDE PLYWOOD QUARRY TILE QUANTITY RISER RADIUS REFLECTED CEILING PLAN ROOF DRAIN REVISION, REVISE(D) RECEPTACLE REFERENCE REFLECT(ED, (IVE) REGISTER REINFORCE(D), (ING) REQUIRED RIGHT HAND ROOM REVOLUTIONS PER MINUTE ROUGH OPENING SOUTH SANITARY SCHEDULE SOAP DISPENSER SECTION SQUARE FOOT (FEET) SGL SHT SIM SND SNR SPEC SQ. SS STD STL STOR STRUCT SUSP T T.O. TEL TEMP TERR T&G THK THRU TPD TYP UL UNEXC UNO UR VAPB VB VCT VERT VEST VT VWC W W W/ WD WNDW W/0 WP WPT WT WWF SINGLE SHEET SIMILAR SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE SPECIFICATION SQUARE STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURE, STRUCTURAL SUSPEND, SUSPENDED TREAD TOP OF TELEPHONE TEMPERATURE TERRAZZO TONGUE & GROOVE THICK(NESS) THROUGH TOILET PAPER DISPENSER TYPICAL UNDERWRITERS LABORATORY UNEXCAVATED UNLESS NOTED OTHERWISE URINAL VAPOR BARRIER VINYL BASE VINYL COMPOSITION TILE VERTICAL VESTIBULE VINYL TILE VINYL WALL COVERING WEST WIDTH WITH WOOD WINDOW WITHOUT WATERPROOFING WORKING POINT WEIGHT WELDED WIRE FABRIC YARD YEAR project map location • A' Lowell' dWineBar.', tst Issue recora date: description: sheet no. 05-24-2016 CLIENT MEETING FULL SET 10-21-2016 HPC/PC SUBBMITTAL FULL SET 11-18-2016 HPC/PC SUBBMITTAL FULL SET GENERAL: index to drawings T1.0 TITLE SHEET SURVEY: CERTIFICATE OF SURVEY SHEET 1 OF 2 CERTIFICATE OF SURVEY SHEET 2 OF 2 CIVIL: C1 DEMOLITION PLAN C2 PAVING PLAN C3 GRADING & EROSION CONTROL PLAN C4 UTILITY PLAN C5.0 DETAILS C5.1 DETAILS LANDSCAPE: L100 ARCHITECTURAL LANDSCAPE PLAN L101 ARCHITECTURAL LANDSCAPE DETAILS ARCHITECTURAL: AS100 ARCHITECTURAL SITE PLAN - FIRST LEVEL AS101 ARCHITECTURAL SITE PLAN - SECOND LEVEL AS102 ARCHITECTURAL SITE PLAN - THIRD LEVEL AS103 ARCHITECTURAL SITE PLAN - ROOF PLAN A100 FIRST LEVEL FLOOR PLAN - HOTEL A101 SECOND LEVEL FLOOR PLAN - HOTEL A102 THIRD LEVEL FLOOR PLAN - HOTEL A103 ROOF PLAN - HOTEL A120 LOWER LEVEL FLOOR PLAN - OFFICE BUILDING A121 FIRST LEVEL FLOOR PLAN - OFFICE BUILDING A122 SECOND LEVEL FLOOR PLAN - OFFICE BUILDING A123 THIRD LEVEL FLOOR PLAN - OFFICE BUILDING A124 ROOF PLAN - OFFICE BUILDING A140 FIRST LEVEL FLOOR PLAN - PARKING PLAN A141 SECOND LEVEL FLOOR PLAN - PARKING PLAN A142 THIRD LEVEL FLOOR PLAN - PARKING PLAN A200 EXTERIOR ELEVATIONS - HOTEL A201 EXTERIOR ELEVATIONS - HOTEL A220 EXTERIOR ELEVATIONS - OFFICE BUILDING A240 EXTERIOR ELEVATIONS - PARKING PLAN A241 EXTERIOR ELEVATIONS - PARKING PLAN HAF GROU P AR CHI TECTUR E DEV EL OPMEN T CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 Ht;IF ARCHITECTS HOEFLER ARCHITECTS LLC ARCHITECTURE PL ANNING INTER IORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN TM 6 5 1- 3 5 1- 1 7 6 0 6 5 1- 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M W W W.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE 10-21-20 ISSUE PRELIMINARY PLAN HPC/PC SUBMITTAL NOTES 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER reg:srra r ion no. 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©CO, RIGHT HAF ARCHITECTS 20I3. ALL RIGHTS RESERVED project no: 16-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: TITLE SHEET: T1.0 EX. STMH RIM=723.0 INV=718.0 pU gp1N RIM' 0 \ \N�'�1031w/E) 1N/ URA ° .0 90,1 - 20 q \1? X 716 3 \P /1?� 1 70P 719.4 x 714.8 oo EX. SMH RIM=718.8 INV=708.7(STU) \ 717.0 \ti FOUND 1/2" IRON \ PIPE MARKED RI-5 13774 AT PARCEL CORNER - 45 \ SEE SHEET 2 OF 2 SHEETS FOR LEGAL DESCRIPTIONS AND EASEMENT INFORMATION. UNDERGROUND UTILITIES NOTES: 7y \ 00 \ THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET NUMBER(S) 162462206. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. OTHER UTILITIES MAY EXIST ON THIS SITE THAT WERE NOT MARKED UP. CALL BEFORE YOU DIG! Gopher State One CaII TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 1 X 60 17.9 •/ EX. STMH P1M=716,7 INV=712.2(W) INV=710.0(N/5) %7 \7°RCP qi \ \ \ \ • • • 718.5 r \ 5 \5 713.3 3 L O 0716 \ 711.4- -1 1 UP 711 q� b G\k,5 \45y31 \ XC 647.6 608.8BW EX. SMH 21M=605.3 NV =688. 6 P cc PER X 6'44.4 PVPsi� C 1 ,r ,,\,,ik - , 0„ PVC jo s 607.7BW ���� �� ��- ' I / / ) g o ,NOR 2 i r/ l , l' i� �l 697.4 / pF �' I G y�9 1 / i y 1� PARCEL 1 1 12�P �! ., \ �I EX. CB �� (CITY PARCEL) Ex c j � p �'v/ l �y�� v A v 7 RIM-6'43.4 lu ��, PIM= 6 .2 �I c�p.p o r L \ �' INV=690.4(W) x711.6 v G x 1 v 7(5) / c NV=600.3(5/E) QP O05.1 0 _ Ao I v OA vv v� 76 / AO' v � V( � ▪ vvo� ��'� � �9s� �� ����� 706.7 � /'pAR�`W�g(6R�2 ,, % f�' 1 \ 7 1 �60 / / 6 v t n`v .-'r �` �'( \tom \\ I �R� P:\0 O�SGR\0 0 = /X �\ �- \\ i �J� - PS �p C Z -Al �( R\GN(S p8\h54 IA�-���� �, �� O tap A �� Np. I \ 2 ,sf ,,J "\ \ _ N 9 �, x 644.8 RL f \ \ Dp0' I \ o O �'' I �PS p! Z ��-��Op �6� Wit I \ GpR�6R 5•p 1 i -SGpRN R p f < 1 PP(LPLpR(N6R� gyp R Eli ; \\ r1W� �PS� �� 3�'I sy \ ! L L _ OF Lp� �_� '� r x pF .� - R9�-FOUND 6q�i.7 > �� /\� \v / - \ • 7 \6s• 8 2 Cr • 7 O r?1 q G cr‘ t\o 4 \ • • 711.5 PIPE NARKED • • RL5 13774 AT • PARCEL CORNER • • o P RCEL 2 (GARTNER PARCEL)- EX. 514161 BUILDING LINE 15 CO • ON PROPERTY CO 23 A (GARTNER PARCEL) PARCEL 1 2, RL5 13774 AT v / EX. CB RIM =6611.1 EX. CB POUND 1/2" IRON PIPE NARKED RL5 13774 AT ex. CB \-?, cCs PIPE MARKED RLS 13774 AT PARCEL CORNER • • • vt) • 7 \ \ ... tp 73 0 kip 11, run • .73 -70 AT PARCEL CORNER EX. 511H 60 P.K. NAIL 699 INV =634.7(5) PIPE MARKED RL5 13774 AT PARCEL_ CORNER FOUND JUDICIAL - LAND MARK MARKED RL513774 60 CONTACT: ANNE LOFF AMG 314 1ST AVE NORTH SUITE 300 MINNEAPOLIS, MN 55401 612-987-2044 COUNTY/CITY: VICINITY MAP NORTH 0 20 40 SCALE: 1 INCH = 20 FEET DATE REVISION 09-07-16 PRELIMINARY ISSUE 10-04-16 INITIAL ISSUE 11-08-16 LINETYPE ADJUSTMENT PROJECT LOCATION: NORTH MAIN ST. 2ND ST. NORTH Suite #1 6750 Stillwater Blvd. N. Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dan@ cssurvey CORNERSTONE LANE) SURVEYING, INC FILE NAME PROJECT NO. RM05003 CERTIFICATE OF SURVEY SHEET 1 OF 2 CONTACT: LEGAL DESCRIPTION (GARTNER PARCEL): The following Legal Description is as shown on Commercial Partners Title, LLC as agent for Old Republic National Title Insurance CompanyTitle Commitment No. 51792, dated July 28, 2016. PARCEL 1: All that part of Lots 2, 3, 4, 5, 6 and 8 of Block 18 of the Original Town, now City of Stillwater, Washington County, Minnesota, more particularly described as follows, to wit: Beginning at the Northeasterly corner of Lot 2, Block 18, Original Town of Stillwater, Washington County, Minnesota, thence Westerly along the Northerly line of said Lot 2 for 50.0 feet; thence Southerly and parallel with the Westerly line of said Lot 2 for 10.0 feet; thence Westerly and parallel with said Northerly line of Lot 2 for 100.0 feet to said Westerly line of Lot 2; thence Southerly along said Westerly line of Lot 2 for 40.0 feet to the Southwesterly corner thereof; thence Easterly along the Southerly line of said Lot 2 for 125.0 feet to the Northwesterly corner of the Easterly 25.0 feet of Lot 3 of said Block 18; thence Southerly along the Westerly line of said Easterly 25.0 feet of Lot 3 and along the Easterly line of the Easterly 25.0 feet of Lot 4 of said Block 18 for 100.0 feet to the Northerly line of Lot 5 of said Block 18; thence Westerly along said Northerly line of Lot 5 for 1 5.0 feet; thence Southwesterly in a straight line to a point in the South line of said Lot 5, said point being 93.0 feet Easterly from the Southwesterly corner of said Lot 5, as measured along said Southerly line of Lot 5; thence Easterly along said Southerly line of Lot 5 for 7.0 feet; thence Southerly and parallel with the Westerly line of Lot 6 of said Block 18, for 32.0 feet; thence Easterly and parallel with the Northerly line of said Lot 6 for 50.0 feet to the Easterly line of said Lot 6; thence Northerly along said Easterly line of Lot 6 for 1.56 feet, more or less, to its intersection with a line drawn Easterly and parallel with the Northerly line of Myrtle Street from a point in said Westerly line of Lot 6, said point being 18.0 feet Northerly, as measured along said Westerly line of Lot 6, from the Southwesterly corner of said Lot; thence Easterly and parallel with said Northerly line of Myrtle Street for 66.0 feet to a point 84.0 feet Westerly of the Westerly line of Main Street, as measured along said line parallel with Northerly line of Myrtle Street; thence Northerly and parallel with said Westerly line of Main Street for 52.7 feet to its intersection with a line drawn parallel with and 434.0 feet Northerly of said Northerly line of Myrtle Street; thence Easterly and parallel with said Northerly line of Myrtle Street and 434.0 feet Northerly therefrom for 84.00 feet to said Westerly line of Main Street; thence Northerly along said Westerly line of Main St. for 100.35 feet to a point in said West line of Main Street, said point being 534.35 feet Northerly from said Northerly line of Myrtle Street, as measured along said Westerly line of Main Street, thence Westerly and parallel with the Southerly line of Mullberry Street for 1 50.0 feet to the Easterly line of said Lot 3 of Block 18; thence Northerly along said Easterly line of Lot 3 and along the Easterly line of said Lot 2 for 75.84 feet to the point of beginning. EXCEPT the following described property: All that part of Lot 2, Block 18, of the Original Town (now City) of Stillwater, Washington County, Minnesota, described as follows: Beginning at the Northeasterly corner of Lot 2, Block 18, Original Town of Stillwater as surveyed and platted, thence Westerly along the Northerly line of said Lot 2 for 50 feet; thence Southerly and parallel with the Westerly line of said Lot 2 for 10 feet; thence Westerly and parallel with said Northerly line of said Lot 2 for 100 feet to said Westerly line of said Lot 2; thence Southerly along said Westerly line of said Lot 2 for 40 feet to the Southwesterly corner thereof; thence Easterly along the Southerly line of said Lot 2 to the Southeasterly corner thereof; thence Northerly along the Easterly line of said Lot 2 to the point of beginning. "as amended by Myron Shepard's Perfected Plat of the City of Stillwater dated May 21, 1978." Washington County, Minnesota Torrens Property PARCEL 2 The West 125 feet of Lots 3 and 4, Block 18 of the Original Town, now City of Stillwater, Washington County, Minnesota. Abstract Property 14G EASEMENT INFO (GARTNER PARCEL): The following survey related exceptions are as shown on Schedule B-Part II of the Commercial Partners Title, LLC as agent for Old Republic National Title Insurance Company Title Commitment No. 51792, dated July 28, 2016. 12. Terms and conditions of Order Granting Special Use Permit dated November 13, 1989, filed November 27, 1989, as Document No. 99160. (Parcel 1) (PERMIT HAS EXPIRED) 13. Easement for public sewer purposes, in favor of the City of Stillwater, a Minnesota municipal corporation, as created in document dated March 20, 1945, filed December 14, 1945, as Document No. 140259, in Book 146 of Deeds, Page 566, except as released by Quit Claim Deed dated June 25, 1952, filed June 25, 1952, as Document No. 168287, in Book 1 79 of Deeds, Page 446. (Parcel 2) 14. Subject to an access easement over and across the South ten feet of Lot 4 as shown by Warranty Deed dated March 3, 1983, filed June 24, 1983, as Document No. 447570. (Parcel 2) THERE ARE OVERHEAD UTILITY LINES THAT RUN NORTH -SOUTH THROUGH PARCEL G1 THAT MAY OR MAY NOT BE COVERED BY AN EXISTING EASEMENT. MAY BE SUBJECT TO COMMERCIAL ALLEY OVER THE SOUTHERLY PORTION OF PARCEL G1 MAY BE SUBJECT TO UNRECORDED STORM SEWER EASEMENT OVER PARCELS G1 AND G2 MAY BE SUBJECT TO UNRECORDED ACCESS AND PARKING AGREEMENTS AS TO PARCELS G1 AND G2. CALL BEFORE YOU DIG! Gopher State One CaII TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 9d\ LEGAL DESCRIPTION (CITY PARCEL): The following Legal Description is as shown on Commercial Partners Title, LLC as agent for Old Republic National Title Insurance Company Title Commitment No. 51886, dated September 12, 2016. Parcel 1: Lot 1 and the North 10 feet of the West 100 feet of Lot 2, Block 18, Original Town (now City) of Stillwater, together with all hereditaments and appurtenances belonging thereto, Washington County, Minnesota. Abstract Property Parcel 2: All that part of Lot Two (2), Block Eighteen (18), of the Original Town (now City) of Stillwater, as amended by Myron Shepard's Perfected Plat of the City of Stillwater dated May 21, 1878, Washington County, Minnesota, described as follows: Beginning at the Northeasterly corner of Lot Two (2), Block Eighteen (18), Original Town of Stillwater as surveyed and platted; thence Westerly along the Northerly line of Lot Two (2) for 50 feet; thence Southerly and parallel with the Westerly line of said Lot Two (2) for 10 feet; thence Westerly and parallel with said Northerly line of said Lot Two (2) for 100 feet to said Westerly line of said Lot Two (2); thence Southerly along said Westerly line of said Lot Two (2) for 40 feet to the Southwesterly corner thereof; thence Easterly along the Southerly line of said Lot Two (2) to the Southeasterly corner thereof; thence Northerly along the Easterly line of said Lot Two (2) to the point of beginning. Washington County, Minnesota Torrens Property EASEMENT INFO (CITY PARCEL): The following survey related exceptions are as shown on Schedule B-Part II of the Commercial Partners Title, LLC as agent for Old Republic National Title Insurance Company Title Commitment No. 51886, dated September 12, 2016. 9. Any lease, grant, exception or reservation of minerals or mineral rights appearing in the public records and as disclosed by the following: (a) Conveyance of Forfeited Lands filed December 28, 1946, as Document No. 145537. (SHOWN ON SURVEY.) (b) Quit Claim Deed filed December 23, 1946, as Document No. 145471. (SHOWN ON SURVEY.) (c) Quit Claim Deed filed April 2, 1990, as Document No. 627397, and filed July 3, 1991, as Document No. 664543. (DESCRIBED EASEMENT AREA OF PARCEL 1, EXHIBIT "A" OF DOC. NOS. 627397 AND 664543 IS SHOWN ON SHEET 1 OF 2 OF THIS SURVEY. DEPICTED EASEMENT AREA OF PARCEL 1, EXHIBIT "B" OF DOCUMENT NO. 627397 APPEARS TO BE IN A DIFFERENT LOCATION THAN THE DESCRIBED AREA.) (d) Notice of Claim to Severed Mineral Interests filed September 1 7, 201 3, as Document No. 3964562. (DESCRIBED AREA SHOWN ON SURVEY.) MAY BE SUBJECT TO UNRECORDED STORM SEWER EASEMENT OVER PARCEL C2. MAY BE SUBJECT TO UNRECORDED ACCESS AND PARKING AGREEMENTS AS TO PARCELS Cl AND C2. LEGEND: O 0 Tv ca 0 0or0 ❑ or ❑ O FOUND MONUMENT SET 1 /2" IRON PIPE MARKED RLS NO. 25718 CABLE TV PEDESTAL AIR CONDITIONER ELECTRIC MANHOLE ELECTRIC METER ELECTRIC PEDESTAL ELECTRIC TRANSFORMER LIGHT POLE GUY WIRE POWER POLE GAS MANHOLE GAS METER TELEPHONE MANHOLE TELEPHONE PEDESTAL SANITARY CLEANOUT SANITARY MANHOLE CATCH BASIN STORM DRAIN FLARED END SECTION STORM MANHOLE t0t FIRE DEPT. CONNECTION HYDRANT O CURB STOP Ow WATER WELL O WATER MANHOLE WATER METER ® POST INDICATOR VALVE oa WATER VALVE O BOLLARD O-- FLAG POLE MAIL BOX TRAFFIC SIGN O UNKNOWN MANHOLE SOIL BORING I WMI MEI X g50.0 SPOT ELEVATION TRAFFIC SIGNAL ? CONIFEROUS TREE DECIDUOUS TREE UNDERGROUND UTILITIES NOTES: uE UNDERGROUND ELECTRIC ury UNDERGROUND CABLE TV uF UNDERGROUND FIBER OPTIC UT UNDERGROUND TELEPHONE ou OVERHEAD UTILITY uc UNDERGROUND GAS > SANITARY SEWER » STORM SEWER WATERMAIN FENCE CURB [TYPICAL] CONTOURS 1230 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET NUMBER(S) 162462206. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. OTHER UTILITIES MAY EXIST ON THIS SITE THAT WERE NOT MARKED UP. AREA: GARTNER PARCEL AREA = 37,881 SQ. FT. CITY PARCEL AREA = 16,604 SQ. FT. TOTAL AREA = 54,485 SQ.FT., BEING 1 .25 ACRES, MORE OR LESS EXISTING PARKING (GARTNER PARCEL): THERE ARE 23 VISIBLE PARKING STALLS DESIGNATED ON THIS PARCEL INCLUDING 0 HANDICAP STALLS. EXISTING PARKING (CITY PARCEL): THERE ARE 20 VISIBLE PARKING STALLS DESIGNATED ON THIS PARCEL INCLUDING 0 HANDICAP STALLS. FLOOD INFORMATION: THIS PROPERTY LIES WITHIN THE UNSHADED ZONE X, AND THE SHADED ZONE X, AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP NUMBER 27163CO266E HAVING AN EFFECTIVE DATE OF FEBRUARY 3, 2010. BENCHMARKS: ELEVATIONS SHOWN ON THIS SURVEY ARE BASED ON AN ASSUMED VERTICAL DATUM. PROJECT BENCHMARK IS THE TOP NUT OF HYDRANT LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF NORTH SECOND STREET AND EAST MULBERRY STREET. (NAVD 88) ALTA TABLE A NOTES 8. SUBSTANTIAL FEATURES OBSERVED IN THE PROCESS OF CONDUCTING THE FIELD WORK ARE SHOWN ON THE SURVEY. 16. NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS WERE OBSERVED IN THE PROCESS OF CONDUCTING THE FIELD WORK. 1 7. SURVEYOR IS UNAWARE OF ANY PROPOSED CHANGES IN STREET RIGHT OF WAY LINES. 1 8. NO WETLAND DELINEATION MARKERS SET BY A QUALIFIED SPECIALIST WERE OBSERVED IN THE PROCESS OF CONDUCTING THE FIELD WORK. 19. PLOTTABLE OFFSITE EASEMENTS OR SERVITUDES, IF ANY, ARE SHOWN ON THE SURVEY. SURVEY NOTES: 1 . BEARINGS ARE BASED ON COORDINATES SUPPLIED BY THE WASHINGTON COUNTY SURVEYORS OFFICE. 2. UNDERGROUND UTILITIES SHOWN PER GOPHER STATE ONE CALL LOCATES AND AS-BUILTS PLANS PROVIDED BY THE CITY OF STILLWATER PUBLIC WORKS DEPARTMENT. 3. THERE MAY BE SOME UNDERGROUND UTILITIES; GAS, ELECTRIC, ETC. NOT SHOWN OR LOCATED. CERTIFICATION: To: Midnight Real Estate, LLC; Commercial Partners Title, LLC; and Old Republic National Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 7(b)(1), 8, 9, 1 1 , 16, 17, 18, and 19 of Table A thereof. The field work was completed on September 1st and 1 5th of 2016. CORNERSTONE LAND SURVEYING, INC. Dated: 10-04-16 Revised: Daniel L. Thurmes Minnesota License No. 2571 8 The Commercial Partners Title, LLC as agent for Old Republic National Title Insurance Company Title Commitment No. 51792, dated July 28, 2016 and the Commercial Partners Title, LLC as agent for Old Republic National Title Insurance Company Title Commitment No. 51886, dated September 12, 2016 as listed on this survey was relied upon for matters of record. Other easements may exist that were not shown in this commitment and are not shown on this survey. ANNE LOFF AMG 314 1ST AVE NORTH SUITE 300 MINNEAPOLIS, MN 55401 612-987-2044 COUNTY/CITY: WASI-I I NGTON CO LJ IVTY CITY OF STI LLWATER VICINITY MAP 0 F cc z (NOT TO SCALE) REVISIONS: DATE 09-07-16 10-04-16 11-08-16 REVISION PRELIMINARY ISSUE INITIAL ISSUE LINETYPE ADJUSTMENT NORTH 0 20 40 PROJECT LOCATION: Z � Z NORTH MAIN ST. PID#2803020140039 PID#2803020130162 Z 5 7 2ND ST. NORTH PID#2803020130159 Suite #1 6750 Stillwater Blvd. N. Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dan@ cssurvey .net CORNERSTONE LAND SURVEYING, INC. FILE NAME 3-SURVRM03 PROJECT NO. RM05003 CERTIFICATE OF SURVEY SHEET 2 OF 2 NOTE: ALL EXISTING SITE PARKING TO BE REMOVED FROM SITE AND TO BE REPLACED IN PROPOSED PARKING RAMP PASSENGER/GUEST LOADING / UNLOADING \ \ AREA F.F.E. MO'6 r--O ") CONTROLLED ENTRY LOCATION -ENTRANCE OPEN DURING BUSINESS HOURS - LOCKED AND CONTROLLED AFTER -HOURS 16 PROPERTY LINE 52.82'S01 deg 48'31"W EXISTING ST. CROIX RECREATION BUILDING TO REMAIN PROPERTY LINE 7.00' N 74 deg 05' 23" E L\° EXISTING BUILDING TO REMAIN SHADING INDICATES EXISTING ASPHALT TO REMAIN - PATCH AND REPAIR ANY ABUTMENTS INTO EXISTING ASPHALT MAIN HOTEL ENTRY (HOTEL GUEST, COFFEE SHOP & RESTURANT ENTRANCE- GLA RYSFL COVERING BUILDING REMAIN PROPERTY LINE 1.73' N 16 deg 57' 43" W EXISTING TECHBARN BUILDING TO REMAIN EXISTING JOHNNY'S TV BUILDING TO REMAIN \91.6 EXISTING CANDYLAND BUILDING TO REMAIN 2 DASHED LINE INDICATES EXISTING TYLINA BUILDING TO BE DEMOLISHED MAIN STREET ENTRY (HOTEL GUEST, COFFEE SHOP & RESTAURANT ENTRANCE LAG POLE OVERALL PLAN NO SCALE SHADING INDICATES EXISTING ASPHALT TO REMAIN - PATCH AND REPAIR ANY ABUTMENTS INTO EXISTING ASPHALT PARKING INFORMATION • BUSINESS AND PROFESSIONAL OFFICES REQUIREMENTS: CITY OF STILLWATER ONE PARKING SPACE FOR EACH 300 SQ. FT. OF FLOOR AREA ACTUAL: OFFICE FOOTPRINT = 2689 SQ .FT. 2689 x 4 (LEVELS) = 10,756 SQ. FT. 10,756 / 300 = 36 PARKING STALLS REQ'D • HOTELS / MOTELS REQUIREMENTS: CITY OF STILLWATER ONE PARKING SPACE FOR EACH UNIT, PLUS ONE FOR THE OWNER OR MANAGER ACTUAL: 64 HOTEL ROOMS & 1 MANAGER 64 + 1 = 65 PARKING STALLS REQ'D • RESTURANTS, BARS OR NIGHTCLUBS REQUIREMENTS: CITY OF STILLWATER ONE PARKING SPACE FOR EACH 120 SQ. FT. OF FLOOR AREA. (PLUS ONE-HALF OF REQUIRED PARKING FOR RELATED ACTIVITIES SUCH AS RESTAURANTS, LOUNGES AND RETAIL SHOPS) 2,878 SQ. FT. /120 = 24 PARKING STALLS 24 / 2 = 12 PARKING STALLS REQ'D ACTUAL: PARKING STALLS ON CITY PROPERTY TO BE IN EXCHANGE FOR REPLACEMENT PARKING STALLS IN PUBLIC PARKING RAMP = 31 PARKING STALLS REQ'D (20 GENERAL PUBLIC / 11 UNDER CONTRACT - PARKING STALLS REQUIRED BY = 144 PARKING STALLS CITY OF STILLWATER ( TABLE 1106.1 - 2012 UBC - = 5 ACCESSIBLE REQUIRED ACCESSIBLE PARKING SPACES) - PARKING STALLS PROVIDED IN = 105 PARKING STALLS PARKING RAMP 6 ACCESSIBLE SITE INFORMATION PROPERTY SIZE (INCLUDING CITY PARCEL) • HOTEL FOOTPRINT • OFFICE BUILDING FOOTPRINT • PARKING RAMP FOOTPRINT (INCLUDES DRIVE ISLES) HARDSCAPE (SIDEWALKS, PATIOS, RETAINING WALLS, ETC....) = 54,485 SQ. FT. (1.25 ACRES) = 14,234 SQ. FT. = 2,689 SQ. FT. = 25,379 SQ. FT. = 4,267 SQ. FT. TOTAL = 44,148 SQ. FT. SITE COVERAGE • LOT COVERAGE REQUIREMENT FOR THE CITY OF STILLWATER • LOT COVERAGE PROVIDED FOR = 81 % PROJECT = 80°/0 MAX HAF GROUP AR CHI TECTUR E DEV EL OPMEN T CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 HF ARCHITECTS HOEFLER ARCHITECTS LLC ARCHITECTURE PLANNING INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M WWW.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-2 2016 PRELIMINARY PLAN 10-21-20 . HPC/PC SUBMITTAL 11-18-2016 \ HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no: 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS zn13. ALL RIGHTS RESERVED project no: 16-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: ARCHITECTURAL SITE PLAN - FIRST LEVEL: ASIOO 4 ARCHITECTURAL SITE PLAN - FIRST LEVEL K. I 1" = 20'-0" ... 4 4• ' 5 • 4 4 45 4 3 STORY ABOVE GRADE W/ BASEMENT OFFICE BUILD \k; X712.6 60 7 // CONTROLLED N 1 ,RY LOCATION - ENTRANCE OPEN DURING BUSINE HOURS - LOCKE) AND CONTROLLED AFTER HOURS EXISTING ST. CROIX RECREATION BUILDING TO REMAIN PROPERTY LINE 7.00' N 74 deg 05' 23" E PROPETY LINE SR 6 deg 57' 47" E EXISTING BUILDING TO REMAIN EXISTING BUILDING TO REMAIN 403. To X694.4 G LARRYS FLO COVERING BUILDING TO REMAIN X699.3 698.7 EXISTING TECHBARN BUILDING TO REMAIN / ///�/// EXISTING BUILDING TO REMAIN EXISTING JOHNNY'S TV BUILDING TO REMAIN EXISTING /j BUILDING TO A\ REMAIN 8 691.6 4' 69Z37,-p 5 \` 44" 692.6 � \ O � o F.F.E. �l o 705' 3 7/r," 5v�� n PO .'' Z e 5 CD- tt ‘44, C G` EXISTING IMAGES OF THE PAST BUILDING TO REMAIN EXISTING CANDYLAND BUILDING TO REMAIN X694.5 03 66 92.8 693.1 X694.2 HAF GROU P ARCHITECTURE DEVELOPMENT CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 Hr1F ARCHITECTS HOEFLER ARCHITECTS L L C ARCHITECTURE P LAN N IN G INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M W W W.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11 /18/2016 DATE ISSUE NOTES 03-21.2016 PRELIMINARY PLAN 10-21-20'1� HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no: 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCLALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS 2013. ALL RIGHTS RESERVED project no. 1 6-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: ARCHITECTURAL SITE PLAN - SECOND LEVEL: AS101 ARCHITECTURAL SITE PLAN - SECOND LEVEL 1 " = 20'-0" +- 2� 3 STORY ABOVE GRA[SE W/ BASEMENT OFFICE BUILDI X712.6 X694.9 X703.4 I \ � F.F.E. CONTROLLED ENTR 716.0' LOCATION - ENTRANC (122'-0") \ OPEN DURING BUSINE S HOURS - LOCKED AND X703.4 X 702.5 CONTROLLED AFTER HOURS 16 PROPERTY LINE 52.82'S01 deg 48'31"W EXISTING ST. CROIX RECREATION BUILDING TO REMAIN PROPERTY LINE 7.00' N 74 deg 05' 23" E //�//��������j PROPERTY LINE EXISTING j 32.00' S 16 deg 57' 47" E BUILDING TO REMAIN EXSTNG ���������BUILDING TO �// REMAIN to X694.4 G LARRYS FLO COVERING BUILDING TO REMAIN X699.3 X 694.2 698.7 EXISTING TECHBARN BUILDING TO REMAIN EXISTING BUILDING TO REMAIN /, EXISTING JOHNNY'S TV BUILDING TO REMAIN 0 8a PROPERTY LINE 1.73' N 16 deg 57' 43" W EXISTING BUILDING TO REMAIN F.F.E. 715'-7 3/4" (121'-7 3/4") 691.6 EXISTING IMAGES OF THE PAST BUILDING TO REMAIN 095.5 EXISTING CANDYLAND BUILDING TO REMAIN X694.5 m 66 92.8 693.1 X694.2 HAF GROUP ARCHITECTURE DEVELOPMENT CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 HF ARCHITECTS HOEFLER ARCHITECTS LLC ARCHITECTURE PLANNING INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M WWW.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-2 2016 PRELIMINARY PLAN 10-21-20 . HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no: 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS zn13. ALL RIGHTS RESERVED project no: 16-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: ARCHITECTURAL SITE PLAN - THIRD LEVEL: ASIO2 ARCHITECTURAL SITE PLAN - THIRD LEVEL 1" = 20'-0" 712.5 3 STORY ABOVE GRADE. \\\ W/ BASEMENT OFFICE BUILDING • X712.6 X706.6 X 704.7 F.F.E. 716.0' (122'-0") X703.4 X 702.5 X697.7 X696.7 X694.9 X697.5 16 PROPERTY LINE 52.82'S01 deg 48'31"W EXISTING ST. CROIX RECREATION BUILDING TO REMAIN // PROPERTY 7.00' N74LINE deg05' 23" E PROPERTY LINE 32.00' S 16 deg 57' 47" E EXISTING-' BUILDING TO REMAIN %///�//� G\PL �� GOMME EXISTING //�����BUILDING TO REMAIN X 694.4 X 694. „Wi X699.3 cb //IIVG LARRYS FLO // COVERING BUILDING TO REMAIN X694.2 EXISTING TECHBARN BUILDING TO REMAIN EXISTING JOHNNY'S TV BUILDING TO REMAIN e1 0 • `3 d g 8 8l66 p0' 88 9a PROPERTY LINE 1.73' N 16 deg 57' 43" W EXISTING BUILDING TO REMAIN EXISTING BUILDING TO REMAIN F.F.E. N 715'-7 3/4" (121'-7 3/4") 691.6 X694.3\ EXISTING IMAGES OF THE PAST BUILDING TO REMAIN as GOM \. 4. 694.2 X694.7` EXISTING CANDYLAND BUILDING TO REMAIN X694.5 96 •.92.8 66 693.1 X694.2 HAF GROUP ARCHITECTURE DEVELOPMENT CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 HF ARCHITECTS HOEFLER ARCHITECTS LLC ARCHITECTURE PLANNING INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M WWW.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-2 2016 PRELIMINARY PLAN 10-21-20 . HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no. 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS zn13. ALL RIGHTS RESERVED project no: 1 6-028 drown by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: ARCHITECTURAL SITE PLAN - ROOF LEVEL: AS103 el ARCHITECTURAL SITE PLAN - ROOF LEVEL 1" = 20'-0" ))) EX. STMH o RI; 721.4 PE=717.9 rn UNABLE TO MEASURE E-W INVERTS DUE TO WATER FLOW VELOCITY a � rn -0 0 z 0 V J �T m m REMOVE EXISTING SIDEWALK AS NEEDED TO CONSTRUCT PARKING STRUCTURE. PROTECT EXISTING CURB. EX. STMH RIM=720.4 TOP PIPE=711.2 EX. SMH `J RIM=720.8 INV=711.4(N) INV=710.3(w,rE) I � I 4 4 a. UNABLE TO MEASURE E-W INVERTS DUE TO WATER FLOW VELOCITY 4 4 It 4 t 4 4 t 4 t 4 4 4 4 4 t 4 4 4 4 4 EAST 1IP (PER PLAN) EXISTING BUILDING —ii UNABLE TO MEASURE E-W INVERTS DUE TO WATER FLOW VELOCITY = EX. STMH RIM=697.1 INV=691.0(N) n ERRE E T 30" VCP (PER PLAN) GAS EX STMH 1 NVRI M -099 3 �NV,6962 (N5. (S EXISTING BUILDING 8 CLAY 24"RCP GAS i EX Cs �NV,69Q t EXISTING BUILDING - 12"PVC G GAS EX. STMH RIM=699.1 INV=691.3 O cr eX s RIM, MH lV,68g 6 36" VCP (PER PLAN) 8" CIP (IrER PLAN) 30"RCP EX. STMH RIM=695.4 INV=687.6 10"PVC T — — /X ce EXISTING N8M�693 V9�4) / BUILDING -�63s) —�V6896N) • 4 4. 2 EXISTING BUILDING FFE = 696.6 4 t 4 4 4 v4 .Q 4., EX ce R1M,691 1 EX ce R//14,6912 O Lc 4 t at t. 4 4 4 • • 4 • 41 4 4 4 4 4 r j EXISTING BUILDING / . (NV1d 83d) d3A „ZL EX Ce111. R/M;690 6 2. ^^ ��N VJ -I I f Z � I REMOVE EXISTING SIDEWALK AS NEEDED TO CONSTRUCT BUILDING, PROTECT EXISTING CURB. CO -11 01 m I m (NVId 83d) d3A „Zl P1 0 r D (NVId 63d) dIO „9 0 m Z EX Ce RIM,693 5 SYMBOL LEGEND • • is • 4• • ♦ • REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT SECTION REMOVE AND DISPOSE OF CONCRETE PAVEMENT SECTION REMOVE AND DISPOSE OF GRAVEL SURFACING. KEY NOTES 0 O 0 0 0 0 10 11 12 13 SAWCUT, REMOVE, AND DISPOSE OF CONCRETE CURB AND GUTTER. REMOVE AND DISPOSE OF LANDSCAPE TIMBERS. REMOVE AND DISPOSE OF ROCK RETAINING WALL. REMOVE AND DISPOSE OF CONCRETE RETAINING WALL. REMOVE AND DISPOSE OF CONCRETE, FENCE POSTS, RAILINGS, AND FENCE FABRIC. REMOVE AND DISPOSE OF DRAINAGE STRUCTURES AND GRATES. REMOVE AND DISPOSE OF CONCRETE STEPS, RAILINGS, AND ASSOCIATED APPURTENANCES. CLEAN AND GRUB TREES, STUMPS, BRUSH AND ALL OTHER VEGETATION. REMOVE AND DISPOSE OF EXISTING BUILDING, FOOTINGS, LANDSCAPING, AND ASSOCIATED FEATURES IN ACCORDANCE WITH LOCAL CODES. CAP EXISTING UTILITY SERVICES AS NECESSARY. REMOVE AND DISPOSE OF ALL TRAFFIC SIGN PANELS AND POSTS. REMOVE AND DISPOSE OF STORM SEWER PIPES AND STRUCTURES. CAP EXISTING PIPES TO REMAIN IN -PLACE. PROTECT OR RELOCATE AIR CONDITIONING UNIT. COORDINATE WITH BUILDING OWNER. COORDINATE THE REMOVAL/RELOCATION OF OVERHEAD POWER LINES AND POLES WITH UTILITY OWNERS. REFER TO NOTE NO. 2 BELOW. 14 APPROXIMATE PAVEMENT REMOVAL LIMITS FOR SEWER WATER SERVICE CONNECTIONS. ESTABLISH NECESSARY TRAFFIC CONTROL DEVICES AS REQUIRED BY MNDOT PRIOR TO REMOVALS. DEMOLITION NOTES 1. Verify all existing utility locations. 2. It is the responsibility of the Contractor to perform or coordinate all necessary utility demolitions and relocations from existing utility locations to all onsite amenities and buildings. These connections include, but are not limited to, water, sanitary sewer, cable tv, telephone, gas, electric, site lighting, etc. 3. Prior to beginning work, contact Gopher State Onecall (651-454-0002) to locate utilities throughout the area under construction. The Contractor shall retain the services of a private utility locator to locate the private utilities. 4. Sawcut along edges of pavements, sidewalks, and curbs to remain. 5. All construction shall be performed in accordance with state and local standard specifications for construction. 71J NORTH 0 10 20 40 z 0 0 z 0 0 0 u_ 0 >- 1 z J IL 0 HAF GROU P ARCHITECTURE DEVELOPMENT CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 HF ARCHITECTS HOEFLER ARCHITECTS LLC ARCHITECTURE PLANNING INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN TM 6 5 1- 3 5 1- 1 7 6 0 6 5 1- 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M W W W.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES O .c L ".c co a LE• J w c0 O 0)) O _o J N Ln co O LC) LC) z 0) c0 J 0) m I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the state of Minnesota. Matt Woodruff, P.E. Date: 10.21.16 Reg. No.: 41885 project no: 12166138 drawn by: TJR dote: 10-21-2016 checked by: TI R SHEET INFORMATION: DEMOLITION PLAN P:\Projects\Projects - 2016\12166138 - North Main Hotel\C. Design\Drawing Files\12166138 - C1 - Demo.dwg C 1 ))) EX. STMH o RI; 721.4 PE=717.9 m UNABLE TO MEASURE E-W INVERTS DUE TO WATER FLOW VELOCITY EX. STMH RIM=720.4 TOP PIPE=711.2 EX. SMH `J RIM=720.8 INV=711.4(N) INV=710.3(wJ'E) OE Ek RIM, SMH INV,7°8,8S m 1 D 4 r UNABLE TO MEASURE E-W INVERTS DUE TO WATER FLOW VELOCITY » » UNABLE TO MEASURE E-W INVERTS DUE TO WATER = EX. STMH FLOW RIM=697.1 VELOCITY INV=691.0(N) » EAST M U LB ERR E ET 3°rr VCrTER PLAN) ClIP (PER PLAN) n GAS GAS GAS PROPOSED BUILDING FFE = 71-6.00' (ARCH 100') ACCESS TO MIDDLE LEVEL OF PARKING RAMP 0 0 ACCESS TO UPPER LEVEL OF PARKING RAMP O O O O O O O O EX• s RIM, MH lV,68g 6. 36" VCP (PER PLAN) 8" CIP (frER PLAN) / / / / / 0 EX ST / Mil I % /NV-\699.3lV6((-2)NS) EXISTING BUILDING EXISTING BUILDING 8 CLAY i 24"RCP EX ST M V N /N695 .1 /NV,694. 9 -1(W) /NV,693 7( ) EXISTING BUILDING — — L j EXISTING j BUILDING .gi 4 4,. Tp EP 30"RCP EX. STMH RIM=695.4 INV=687.6 44 T ACCESS TO LOWER LEVEL OF PARKING RAMP a� f r° N 1 10"PVC C ��---RXB M /NV 6903.4 — -69 — /Nv 6g -4(4V) lNV,689 (N) E) EXISTING BUILDING NOTE: MATCH EXISTING BRICK PAVER SIDEWALK SECTION BEHIND CURBLINE EX Cg R1It4 691 1 EX CB F?IM 6912 e 4., PROPOSED BUILDING FFE = 694.00' (ARCH 100') • � I (NV1d 83d) d3A „ZL (NVId 83d) d3A „Zl EX Ce ip R/M;690 6 2. Ex s Rim H NV, 68:3 (NVId 63d) dIO „9 EX Cg RIM 693 6 f SYMBOL LEGEND i NEW 3" BITUMINOUS PAVEMENT OVER 8" AGGREGATE BASE SEE DETAIL CITY AND MNDOT ROADWAY RESTORATION (MATCH EXISTING PAVEMENT SECTIONS) NEW BRICK PAVER SECTION NEW 4" CONCRETE PAVEMENT OVER 6" AGGREGATE BASE SEE DETAIL 7—LJ NORTH 0 10 20 40 z 0 U z 0 0 0 LL 0 z 1 z w w HAF GROU P ARCHITECTURE DEVELOPMENT CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 H�1F AR CH I T E C T S HOEFLER ARCHITECTS LLC ARCHITECTURE P L ANNING INTER IOR S PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN TM 6 5 1- 3 5 1- 1 7 6 0 6 5 1- 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M W W W.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES Ei O' ca J w a O( 0)) O _o J LC) co O LO LC) z 2 0) J N co LC) o CO U 0) � N O c C(13 7r. -a 0 i 0 1n 1n L cn CJ c c a) ro 0 .0) c w c 0 ;n c>S J N O I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the state of Minnesota. 04.6iXt kh)t,-,004 Matt Woodruff, P.E. Date: 10.21.16 Reg. No.: 41885 project no: 12166138 drawn by: TJR dote: 10-21-2016 checked by: TI R SHEET INFORMATION: PAVING PLAN C2 P:\Projects\Projects - 2016\12166138 - North Main Hotel\C. Design\Drawing Files\12166138 - C2 - Paving.dwg LEGEND EROSION CONTROL NOTES ))) EX. STMH RI; 721.E PE=71t9m UNABLE TO MEASURE E-W INVERTS DUE TO WATER FLOW VELOCITY leer- 4 4 'NV 7.23• o 8• 0 TO MEASURE- - TOP / INV�ER-1S DOE Tp E I PIPz711.2 ATERI FLAW VELOCI- • 4 4 4 4 4• 4- • 4. 4- SMH RIM=720.8 INV=711.4(N) INV=710.3(W,{'E) / OE" Ek R1M,SMH 1NV, j°8 ?(s u I >b I tiv I ( 1 /k718. j o 0 1 1 1 T IP PER P AN) UNABLE TO MEASURE E-W INVERTS DUE 7 T WATT \ EX STET aFL W _4 RIM=69 .1 0 VE OCIT�1' o INV\=691.�(N) 1 \> Er 303 VCP �(P R PLAN), G S 179 12" RCP U U 718. Wi �m Z -I m �o) -or N 716 z Z 0 S 715 714 N 7J 0 m 73 713 - -� k712.6 716 / 705.1 X > 715. I / o I of I � !►!_i!_1 II / 6 ri I ,r9 ►lam' ��i±a± / s�1�\ i m1:•e�1 1il I il �!ee!I )IIk7°/8 I l i!:.� / I i ) ��� ---- IP I_0�4AI I j k�o s i.�-+_ , 70i,-0--- � / �`1 k703. / / .oi• l / / _�_�_ min ,I'& 4 / / �A►""'I / :::�:� I k'02.5-4 vJ N -4 0 w EXISTING BUILDING EXISTING BUILDING 24"RCP 01 EX s RIM, M 1N0 68g 3136" VCP (PER PLAN) / 94.4 /8" CIP (IfER PLAN) 30"RCP STMH M=695.4 'A1V=687.6 • -950--- 950 949 • v --(694 9 - 10"PVC i RX CS rM INV 6903.4 - - lNV 4(W NV \689 (N / .) k694 8 k694. 7 k694 2 EXISTING BUILDING 'vvHL.E +6gti 0.64% 2.09/0 950.00 TC 949.50 GL EXISTING CONTOURS PROPOSED CONTOURS - MAJOR INTRVAL PROPOSED CONTOURS - MINOR INTERVAL GRADE BREAK LINE GRADE SLOPE SPOT ABBREVIATIONS: TC - TOP OF CURB GL - GUTTER LINE B - BITUMUNOUS C- CONCRETE EO - EMERGENCY OVERFLOW TW - TOP OF WALL BW - BOTTOM OF WALL (F/G) (*) - EXISTING TO BE VERIFIED 4. 0-) 692.9X (X 696.6 I � 694.9X g95 93.25 R/M 694. nn 696.2X PROPOSED BUILDING k6963 FFE = 694.00' (ARCH 100') EX CS, RIIt4 691 1 EX ce / 7114,6912 91 / / / / / 7, TW 693.86 693.14 B �y* 693.84 693.26 T S BS 693 10 692 TC 92.s 60 Gi rn :, - 22 6' 6 'R 20 •699 o w* •/ Egg) 99 4 ST Rl MN �+ NVV 900.1 �� /NV,695.1(W) INV,693 9�� ) EXISTING BUILDING - - • 6 6g6 g+�L- k6g9 3 698 2X N �0) •/ / k695 6 \ 94.2 4 69 I. R3 4 Qc k694 5 STAIRS 698. 7 eg • 4 c* / 693.6 693.7 93.9 / 693.1 16916 n n 2. cr 73' \ ci) (c4 Rim P1 -o 1. Owner and Contractor shall obtain MPCA-NPDES permit. Contractor shall be responsible for all fees pertaining to this permit. The SWPPP shall be kept onsite at all times. 2. Install temporary erosion control measures (inlet protection, silt fence, and rock construction entrances) prior to beginning any excavation or demolition work at the site. 3. Erosion control measures shown on the erosion control plan are the absolute minimum. The contractor shall install temporary earth dikes, sediment traps or basins, additional siltation fencing, and/or disk the soil parallel to the contours as deemed necessary to further control erosion. All changes shall be recorded in the SWPPP. 4. All construction site entrances shall be surfaced with crushed rock across the entire width of the entrance and from the entrance to a point 50' into the construction zone. 5. The toe of the silt fence shall be trenched in a minimum of 6". The trench backfill shall be compacted with a vibratory plate compactor. 6. All grading operations shall be conducted in a manner to minimize the potential for site erosion. Sediment control practices must be established on all down gradient perimeters before any up gradient land disturbing activities begin. 7. All exposed soil areas must be stabilized as soon as possible to limit soil erosion but in no case later than 14 days after the construction activity in that portion of the site has temporarily or permanently ceased. Temporary stockpiles without significant silt, clay or organic components (e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces are exempt from this requirement. 8. The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drains water from any portion of the construction site, or diverts water around the site, must be stabilized within 200 lineal feet from the property edge, or from the point of discharge into any surface water. Stabilization of the last 200 lineal feet must be completed within 24 hours after connecting to a surface water. Stabilization of the remaining portions of any temporary or permanent ditches or swales must be complete within 14 days after connecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased. 9. Pipe outlets must be provided with energy dissipation within 24 hours of connection to surface water. 10. All riprap shall be installed with a filter material or soil separation fabric and comply with the Minnesota Department of Transportation Standard Specifications. 11. All storm sewers discharging into wetlands or water bodies shall outlet at or below the normal water level of the respective wetland or water body at an elevation where the downstream slope is 1 percent or flatter. The normal water level shall be the invert elevation of the outlet of the wetland or water body. 12. All storm sewer catch basins not needed for site drainage during construction shall be covered to prevent runoff from entering the storm sewer system. Catch basins necessary for site drainage during construction shall be provided with inlet protection. 13. In areas where concentrated flows occur (such as swales and areas in front of storm catch basins and intakes) the erosion control facilities shall be backed by stabilization structure to protect those facilities from the concentrated flows. 14. Inspect the construction site once every seven days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. All inspections shall be recorded in the 15. All silt fences must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 1/3 of the height of the fence. These repairs must be made within 24 hours of discovery, or as soon as field conditions allow access. All repairs shall be recorded in the SWPPP. 16. If sediment escapes the construction site, off -site accumulations of sediment must be removed in a manner and at a frequency sufficient to minimize off -site impacts. 17. All soils tracked onto pavement shall be removed daily. 18. All infiltration areas must be inspected to ensure that no sediment from ongoing construction activity is reaching the infiltration area and these areas are protected from compaction due to construction equipment driving across the infiltration area. 19. Temporary soil stockpiles must have silt fence or other effective sediment controls, and cannot be placed in surface waters, including stormwater conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the stormwater. 20. Collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, construction and demolition debris and other wastes must be disposed of properly and must comply with MPCA disposal requirements. 21. Oil, gasoline, paint and any hazardous substances must be properly stored, including secondary containment, to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste must be in compliance with MPCA regulations. 22. External washing of trucks and other construction vehicles must be limited to a defined area of the site. Runoff must be contained and waste properly disposed of. No engine degreasing is allowed onsite. 23. All liquid and solid wastes generated by concrete washout operations must be contained in a leak -proof containment facility or impermeable liner. A compacted clay liner that does not allow washout liquids to enter ground water is considered an impermeable liner. The liquid and solid wastes must not contact the ground, and there must not be runoff from the concrete washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA regulations. A sign must be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities. 24. Upon completion of the project and stabilization of all graded areas, all temporary erosion control facilities (silt fences, hay bales, etc.) shall be removed from the site. 25. All permanent sedimentation basins must be restored to their design condition immediately following stabilization of the site. 26. Contractor shall submit Notice of Termination for MPCA-NPDES permit within 30 days after Final Stabilization. GRADING NOTES 1. Tree protection consisting of snow fence or safety fence installed at the drip line shall be in place prior to beginning any grading or demolition work at the site. 2. All elevations with an asterisk (*) shall be field verified. If elevations vary significantly, notify the Engineer for further instructions. 3. Grades shown in paved areas represent finish elevation. 4. Restore all disturbed areas with X" of good quality topsoil and seed, 5. All construction shall be performed in accordance with state and local standard specifications for construction. 71J NORTH 0 10 20 40 0 0 0 0 0 12 HAF GROUP ARCHITECTURE DEVELOPMENT CONSTRUCTION F ARCHITECTS ARCHITECTURE PLANNING INTERIORS 233 SOUTH MAIN ST. STILLWATER, MN 651-351-1760 651-430-0180 WWW.HAFARCHITECTS.COM WWW.FACEBOOK.COM/HAFARCHITECTS PROJECT NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES • gi 0 c CZ a LE 0 -J r. co 0 cO I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the state of Minnesota. 04.60 WLDV-004 Matt Woodruff, P.E. Date: 10.21.16 Reg. No.: 41885 project no: 12166138 drawn by: TJR 10-21-2016 checked by: TIR SHEET INFORMATION: GRADING & EROSION CONTROL PLAN C3 LEGEND ))) EX. STMH o RI 721.4 T PE=717.9 m UNABLE TO MEASURE E-W INVERTS DUE TO WATER FLOW VELOCITY INV; 7/23.0 8.0 EX. STMH RIM=720.4 TOP PIPE=711.2 UNABLE TO MEASURE E-W INVERTS DUE TO WATER FLOW VELOCITY DIRE > > JsT RVICE 8"NDp INV=7103(W�E) D FERNA APE �R TER COORDINA RIM,SMH ENV,7°8 ,8S U 441946 COOK DR/IAA m -o r D Z z 0 I ( J rn 0 z 0 ( J m m n UNABLE TO MEASURE E-W D/ INVERTS DUE Wq FCTIOI�/q� D TO WATER R FLOW TAPgNI�T 8'RC/p DRILL �'E VELOCITY �A�VE WM wiWFT >> >> EASTiULBcrRY STREET ClIP (PER PLAN) = EX. STMH RIM=697.1 INV=691.0(N) (71 n 30" VCPPER PLAN) EX s RIM, MH NV,6886. 36" VCP (PER PLAN) > o 8" CIP (frER PLAN) GAS GAS GAS L`CO 1/ EC/„.0 ME 2? CO N m /Cgt. PROPOSED BUILDING FFE = 716.00' A /CAL (ARCH 100') 24 c c 0 srue 0R N/NV 99ORT 2s HVVES CUl T O r7 s 7 S1 I STORM I I T ECN MC_ 00 0 I VOLUME.: 235 CF- T CF 1�O..R . . . 69�25 • 703 55 O 4 e a 100 UM 2iNv,s rEM 1 °oR/F(T CF .�. 690 so .7. 0 691.84 � lNV .�05.00 /NV' 698.6 �Sw) O O 1 / °I J 83 LF 12" HDPE @ 2.0% »» O STMH, RIM. TOp 5.00 V• /N707o8 EIR. �0 /NV 69 0 95 (1/V)3. 0 •INDr v.MTV- •697 ) °I - »» / J � � 7J 0 • 690. 690.09 10(F 12„fo R�_ XX (kV) R M s TMH 844, IN NV'695 99.3 V \692 5(N(S ) EXISTING BUILDING EXISTING BUILDING truti:11: I'"v:690. •00 /S) 24"RCP ) ° • 24"RCP @ 2.96% X /m gy CL 2 Rf,� INV.la9. 190 Cs R/M. //Vv. 46 85 E 30"RCP EX. STMH RIM=695.4 INV=687.6 �a 4 10"PVC Tf'JIX);X 69VR,X,. ' �69 3.41 • V) -N'5060•691 NV6904( /NV,66899((S) =8TMH- 5 IN • 95.00 80* / EXISTING / j BUILDING 4" 3.10 0 EX ST Rik MH /NV 695 .1 /NV,69 ' /(W) /NV,693 9�( ) / EXISTING BUILDING - • LF 12„ pANgR FFE g'4 RCP @ Cal PlP M: 692 80 ° 0. 30°0 /• 690.40 OLF6„pVC@ 13° IN�lNE69 DRiev RIM, N INV 692.8 22 L RIM. DRq/N INV• 690.52 5 CopRDINAT Co COORDIN MECHA /C1ON L ATE NICq( Wi CONNECT/ON ILDING /Cqt (2)28.5„ PROPOSED BU to RcP S = 694.00' 20, E@ SARCH 100') I NUN/ 24 LF 6„ R/M. DRAIN lN�IN pVC @ 1.3/ lNV 692.20 IM. DRAIN //VV.6 0? 26LF„PVC RIM. DRq/N INV. 6919318.25 �2LP6,PVC /RIM. sg uAIN NV 691.62 COO 59 LF6 LP6„PVC @1.3a 28LP6„pVC A X. Cg Rllt4' 691 1 EX cs R//�j,6912 <e 44, /\ (NV1d 83d) d3A „ZL E11 X Cs R/M,690 6 EX s RIM, 6 2. yT 8 CIP TAP „ Di C H /N� 94 11 �RAIV �jNRI�M:6692 643D5RAINEXISTp/ 6"P BUILDING / I/ VC@13% / lRIM. 69 DRAIN NV. 69 / 65 CH 0 (NVId 83d) d3A „Zl EX s Rim s. lNV,,6B:3 (NVId 63d) dIO „9 0 m Z R1M;693 5 f G IA0®❑00 ;O. CTV OE UE FO G T T I I I m • UTILITY NOTES STORM MANHOLE CATCH BASIN CURB INLET FLARED END SANITARY MANHOLE HYDRANT GATE VALVE & BOX WATER SHUTOFF LIGHT POLE CABLE UNDERGROUND LINE ELECTRIC OVERHEAD LINE ELECTRIC UNDERGROUND LINE FIBER OPTIC UNDERGROUND LINE NATURAL GAS UNDERGROUND LINE SANITARY SEWER PIPE STORM SEWER PIPE TELEPHONE UNDERGROUND LINE WATERMAIN PIPE DRAINTILE PIPE 1. It is the responsibility of the contractor to perform or coordinate all necessary utility connections and relocations from existing utility locations to the proposed building, as well as to all onsite amenities. These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas, electric, site lighting, etc. 2. All service connections shall be performed in accordance with state and local standard specifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer) may require a permit from the City. 3. The contractor shall verify the elevations at proposed connections to existing utilities prior to any demolition or excavation. 4. The contractor shall notify all appropriate engineering departments and utility companies 72 hours prior to construction. All necessary precautions shall be made to avoid damage to existing utilities. 5. Storm sewer requires testing in accordance with Minnesota plumbing code 4714.1109 where located within 10 feet of waterlines or the building. 6. HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meet ASTM D3212 joint pressure test. Installation shall meet ASTM C2321. 7. All RCP pipe shown on the plans shall be MN/DOT class 3. 8. Maintain a minimum of 7 1/2' of cover over all water lines and sanitary sewer lines. Install water lines 18" above sanitary sewers, where the sanitary sewer crosses over the water line, install sewer piping of materials equal to watermain standards for 9 feet on both sides and maintain 18" of separation. 9. Where 7 1/2' of cover is not provided over sanitary sewer and water lines, install 2" rigid polystyrene insulation (MN/DOT 3760) with a thermal resistance of at least 5 and a compressive strength of at least 25 psi. Insulation shall be 8' wide, centered over pipe with 6" sand cushion between pipe and insulation. Where depth is less than 5', use 4" of insulation. 10. All watermain piping shall be class 52 ductile iron pipe unless noted otherwise. 11. See Project Specifications for bedding requirements. 12. Pressure test and disinfect all new watermains in accordance with state and local requirements. 13. Sanitary sewer piping shall be PVC, SDR-35 for depths less than 12', PVC SDR-26 for depths between 12' and 26', and class 52 D.I.P. for depths of 26' or more. 71J NORTH 0 10 20 40 z 0 0 z 0 0 0 LL 0 z >- 1_L z_ 0_ HAF GROU P ARCHITECTURE DEVELOPMENT CONS T R UCT ION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 H�1F ARCHITECTS HOEFLER ARCHITECTS LLC ARCHITECTURE PLANNING INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN TM 6 5 1- 3 5 1- 1 7 6 0 6 5 1- 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M W W W.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES % O . L w J w Le) N co LC) o CO o � N a9 c rn CO c13 -a 0 co V) 01 0) U c 0) c a) a) 0 .En c w 0 0 0) J T9 0 N 0 I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the state of Minnesota. 0/LeAXt kjot%'-ti Matt Woodruff, P.E. Date: 10.21.16 Reg. No.: 41885 project no: 12166138 drawn by: TJR date: 10-21-2016 checked by: TJR SHEET INFORMATION: UTILITY PLAN C4 NEW 3" BITUMINOUS PAVEMENT PLACED IN 2 LIFTS & N \ \\. . .N\ . .\\ -.. )1Q,8*01,R88,-KtgaRgA91008,WIWA0Cals I I I -III -I I I -III -I I I-III-III-III-III-� 1 1-III-III-I I I- -I I I -I I I -I I I -I I I -I I I -I I I -I I I -I I I -I I I -I I I -I I I -I I I -I I I II I II I II I II I II I II I II-TI I II I II I II I II I II II 1 IIIIIII 1 II 1 II I II 1 II I II II 1 II 1 II 1 II II EXISTING SUBGRADE SOIL BITUMINOUS PAVEMENT SECTION NOT TO SCALE NEW 4" PORTLAND CEMENT CONCRETE III -II -I I I I III -III -II -III -III -I I I I I I -III -III -III -III-III-III-III-III-III-III-III-III-III-III-III-I IIIII I IIIII I IIIII IIIII I IIIII 1 IIIII I IIIII IIIIII I IIIII I IIIII I IIIII I IIIII EXISTING SUBGRADE SOIL CONCRETE CONSTRUCTION DETAIL NOT TO SCALE BACKFILL WITH NEW GOOD QUALIT TOPSOIL AND SOD NEW8"BASE AGGREGATE NEW 6" BASE AGGREGATE e 8" 12" NEW BITUMINOUS PAVEMENT o� _ 11 r roIn 11 r I In III-III-III-III-III-III-III-III-1 1 1 III -III -III -III -III -III -III -III -I I 11-1 11-1 11-1 11-1 1-1 11-1 I -1 11-1 11-1 I NEW BASE AGGREGATE EXISTING SUBGRADE SOIL B612 CONCRETE CURB & GUTTER DETAIL ti (USE FOR 0. 2-5/8' R. '5 4" CURB) \ Z HORIZONTAL ' • .• .. 0 HORIZONTAL 1 i . ' ' LINE �/ DESIGN - . '. - LINE DESIGN � :' ' ' `11 10� trR GG B 1-1/2" R. (USE FOR 4" CURB • • .. •,v. . , ••... .. , . °: °. .'• °• , j o.'o - .N \ GG�1 fl V 6' 1" R. ) : of a. Ps 6 x \I2 Ln \I2.),7-2,.....--.9. co 4• SLOPE REVERSESAME SLOPE ( FORMS NOTES: O LONGITUDINAL RIGID PAVEMENT SEE STANDARD INFORMATION. O SLOPE 0.06 SPECIFIED. GUTTER SLOPE MAY BE TILTED. a AS ROW < . ADAY SECTION- GUTTER MAY BE TILTED ) JOINT WHEN ADJACENT OR BASE. PLANS MANUAL FOR NORMAL, IF DIFFERENT IS PERMITTED, THE TO JOINT FORM W = 12" W = 18" W = 24" W = 30" W = 36" DESIGN B DESIGN NO. CONCRETE CONCRETE CONCRETE DESIGN NO. CONCRETE CONCRETE IA .7 - .7 6 L�r z U 0; . W 2 6 L2r z U N ,- 2 O LKr 1 ,- ,26 L z U L%1 2 ,20 LCCr DIMENSIONS �� W dz W za nZ W O �x W L1z W . LJ nZ W 0 ��L W 0-Z W Zd oxL W d z >. W Za 1.7Z W 0 �CrLA- W • a Z W Za 7 H A B cJ �' cJ cJ J J �' c> J J cJ J J �' 4 7-3/8" 11-1/2" B412 0.0421 23.8 B418 0.0529 18.9 B424 0.0637 15.7 B430 0.0745 13.4 B436 0.0853 11.7 6 8" 13-1/2" B612 0.0474 21.1 B618 0.0582 17.2 B624 0.0690 14.5 B630 0.0798 12.5 B636 0.0906 11.0 8 8-5/8" 15-1/2" B812 0.0529 18.9 B818 0.0637 15.7 B824 0.0745 13.4 B830 0.0853 11.7 B836 0.0962 10.4 9 9" 16-5/8" B912 0.0559 17.9 B918 0.0667 15.0 B924 0.0775 12.9 B930 0.0883 11.3 B936 0.0991 10.1 10 9-3/8" 17-5/8" B1012 0.0589 17.0 B1018 0.0697 14.4 B1024 0.0805 12.4 B1030 0.0913 11.0 B1036 0.1021 9.8 W = 12" W = 18" W = 24" W = 30" W = 36" DESIGN V DESIGN NO. CONCRETE CONCRETE DESIGN NO. CONCRETE DESIGN NO. CONCRETE CONCRETE N r '- 6 I"- z N r p L Vi ,- W ,- 6 1,. Vi r O,T L r O Lce z U V,- i2 0��L LLY>- DIMENSIONS W • d2 d>_V7OOaW LJ Zd3 LJ LJ dZ �}Yr W Zdj LJ • dZ }>- LJ Zd� W • 0-i rVOOcrL W .a 3 LJ 0 r W • dZ W Zdj H A B U -J _I u U - _I C.-) U -1 -1 cJ U _1 _1 c) 0 J J c.> 4 6" 11-3/8" V412 0.0396 25.3 V418 0.0504 19.9 V424 0.0612 16.4 V430 0.0720 13.9 V436 0.0828 12.1 6 6" 13-3/8" V612 0.0426 23.5 V618 0.0534 18.7 V624 0.0642 15.6 V630 0.0750 13.4 V636 0.0858 11,7 8 6" 15-3/8" V812 0.0457 21.9 V818 0.0565 17.7 V824 0.0673 14.9 V830 0.0781 12.8 V836 0.0889 11.3 9 6" 16-3/8" V912 0.0472 21.2 V918 0.0580 17.2 V924 0.0688 14.5 V930 0.0796 12.6 V936 0.0904 11.1 10 6" 17-3/8" V1012 0.0487 20.5 V1018 0.0595 16.8 V1024 0.0703 14.2 V1030 0.0811 12.4 V1036 0.0919 10.9 APPROVED MARCH 11,1994 ,� _ _ /J A5:7%/ �/��1 � (.0(/ _ _ `�� ACTING STATE DESIGN ENGINEER STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION CONCRETE CURB AND GUTTER DESIGN B AND DESIGN V SPECIFICATION REFERENCE 25 31 STANDARD PLATE N O. 1 7100H REVISION DATE 2-28-05 STATE B618 CONCRETE 0 CURB & GUTTER DETAIL NOT TO SCALE NOT TO SCALE NOTES: 1. Shape of back of buttress may very as long as poure against firm undisturbed earth. 2. Dimension C1 ,C2,C3 should be large enough to make angle -0 equal to or larger than 45°. 3. Dimension Al ,A2,A3 should be as large as possible without interfering with MJ bolts. 4. -6 = 45° Minimum. 5. Place polyethylene between concrete & pipe. -e - See note 4 PLAN 90' BENDS CONCRETE SHALL BE IN CONTACT WITH THIS QUADRANT OF PIPE BUTTRESS DIMENSIONS 1 PIPE SIZE 22 1 /2° BEND 45° BEND 90° BEND Bi Di B2 D2 B3 D3 6 V- 1 -5 1 -5 1 -5 2'-1" 1 -6 8" l'-5" 1'-5" 2'-1" 1'-6" 2'-8" 2'-0" 12" 1'-10" 1'-10" 3'-4" 2'-0" 4'-9" 2'-6" 16" 3'-0" 2'-0" 3'-10" 3'-0" 6'-2" 3'-6" 20" 3'-6" 2'-8" 5'-6' 3'-4" 8'-4" 4'-0" 24" 4'-4" 3'-0" 6'-10" 3'-10" 9'-8" 5'-0" 30" - - 9'-3" 6'-0" 17'-0' 6'-0" Variable 3' Min BEDDING MATERIAL II UNDISTURBED EARTH CONCRETE SECTION A -A THE •INTH►LACE OF MINNESOTA -0 - See note 4 PLAN 45' BENDS -0 - See note 4 PLAN 22 1 /2' BENDS DESIGN SPECIAL 6 CONCRETE THRUST BLOCKING CITY WATERMAIN 0 THRUST BLOCKING DETAIL NOT TO SCALE WJ LLJ W (n 10' BEYOND PROP. LINE •NIkN,17 ,tJ d021d ]/\21RS 01 a,C�21 SV H1d34 FALL PER FOOT i W >- W O z MAIN SEWER W 0 W I-J 0 L_ �< U � W W 0 W W W (./) SANITARY THE SIIITHPLACE OF MINNESOTA SEWER DETAIL SEWDTL4 DRWG NO. 9 CITY SANITARY SEWER SERVICE DETAIL NOT TO SCALE DROP LID Tyler Mueller Bibby -Ste -Croix No. 6860 No. H-10361 No. B-5160 Grade TOP Tyler No. 6860 26" Mueller No. H-10361 26" Bibby -Ste -Croix No. VB502 27" EXTENSION Tyler Mueller Bibby -Ste -Croix VB520 VB521 VB522 VB523 No. 58 No. 59 No. 60 No. 58 No. 59 No. 57 No. 58 No. 59 No. 60 18" 14" 20" 9" 14" 20" 26" BOTTOM Tyler No. 6860 65" Mueller No. H-10361 65" Bibby -Ste -Croix No. VB516 60" BASE 1 7.5' Minimum cover required over top of water main. Adjust top to 1/2" below grade. Box to be set to provide 12" of adjustment. Tyler No. 6860 Mueller No. H-10357 Bibby -Ste -Croix B-5001 Gate valve box, screw type, 3 piece, 5 1/4" shaft, size G box, 7'-6' extended, #6 round base Valve to open right (clockwise). Resiliant Wedge Valve Conforming to AWWA C-509-80 standards 8" Conc. block L c c THE •INTHILACE OF MINNESOTA DESIGN SPECIAL 4 GATE VALVE AND BOX INSTALLATION Ili • CITY WATERMAIN 0 GATE VALVE AND BOX DETAIL NOT TO SCALE Cc/ 1”-2” WASHED ROCK NOTE: w• M/A//MvM .� +�' ROCK CONSTRUCTION ENTRANCE SHOULD BE A MINIMUM HEIGHT OF 1.0' AND CONTAIN MAXIMUM SIDE SLOPES OF 4:1. HOC K CO E\T STRUCTIO\ A\ CE CITY ROCK CONSTRUCTION ENTRANCE DETAIL NARY NOT HAF GROU P ARCHITECTURE DEVELOPMENT CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 1 7 6 0 Ht;IF ARCHITECTS HOEFLER ARCHITECTS LLC NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 LLLLLLLL. • gi O' _ .c as a ..J W 1,1TO (a NN0 0) 0 (o J CV LC) O Ln LC) z 0) (0 J a) m a) - 0 0 s 0 U c 6 0 c 0 c w c 0 2 c3 J (0 0 N O I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the state of Minnesota. aekrt -004 Matt Woodruff, P.E. Date: 10.21.16 Reg. No.: 41885 DETAILS C5.0 P:\Projects\Projects - 2016\12166138 - North Main Hotel\C. Design\Drawing Files\12166138 - C5 - Details.dwg NOT TO SCALE N SLOPE 3/a" PER FT. 2" MIN. AGGREGATE BASE CONCRETE VALLEY GUTTER DETAIL NOT TO SCALE LIFT STRAPS CURB FILTER OVERFLOW GAP GRATE GEOTEXTILE FABRIC SACK DUMPING STRAP * INSTALL CATCH BASIN INLET PROTECTION DEVICE MANUFACTURED BY DANDY PRODUCTS OR APPROVED EQUAL. ater THE BIRTHPLACE IF MINNESOTA CATCH BASIN INLET SEDIMENT CONTROL DEVICE WITH CURB FILTER CITY STORM SEWER INLET PROTECTION DETAIL NOT TO SCALE 8" CURLEX SEDIMENT LOGS® FLOW WOOD STAKE OR SAND BAG WOOD STAKE TO ONLY PENETRATE LETTING, NOT CURLEX MATERIAL NOTES: 1. STAKE OR SAND BAG SPACING SHALL BE 2 FEET 0.C. SEDIMENT LOG DETAIL NOT TO SCALE z O HAF GROU P ARCHITECTURE DEVELOPMENT CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 Ht;IF ARCHITECTS HOEFLER ARCHITECTS LLC 0 NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL z 11/18/2016 O 0 0 u_ 0 >- 1 z W 0_ • o) o _ as a ..J W 0 U c 0 0 c c w c 0 ;n c3 J O I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the state of Minnesota. aekrt -004 Matt Woodruff, P.E. Date: 10.21.16 Reg. No.: 41885 DETAILS P:\Projects\Projects - 2016\12166138 - North Main Hotel\C. Design\Drawing Files\12166138 - C5 - Details.dwg C5.1 7 GUEST LOADING / UNLOADING • 13'-0" 13'-0" 13'-0" 12'-0" 12'-0" 12'-0" N4vorimr4rwar4rvogrir owv-4.4p1, /444rwsrw44w4r-o- _,s0-4.4wwww4,-...- /ow airs-nararv.v„,zw 1 N„ ,„,a 11,0100,10,6640111,11,14. law 40,1004660400. _ ___F 2'-0" 12'-0" • • IMP LINEN 15'-0" J L i STAIR B 7' 0" + 3'-0" 4 18 0 13'-0" 1 7'-O" 7'-0" CD1 146'-0" 143'-0" • IMP 011 12'-0" 15'-0" 16'-0" 11'-0" 15'-0" II II II II II II II II II II II II II I II II II II II I II II II II II II II II II II II II II II II II LIL1JIJII_IL1L1LJ1 r= sa= 10'-0" 15'-0" 14'-0" 30'-0" OFFICE RECEPTION 4'-0" 4'-0" • • 1b 1a CD F LAG POLE 4 4 4 7 a 4 4 4 4 V 4 4 a. 4 4 4 4 4 4 4 4 4 — v 4 .7 4 4 4 0 (V 0 O (O 0 0 0 Co O Co O 0 0- • • O O O 0 HAF GROU P ARCHITECTURE DEVELOPMENT CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 Hr1F ARCHITECTS HOEFLER ARCHITECTS L L C ARCHITECTURE P LAN N IN G INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M W W W.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-22016 PRELIMINARY PLAN 10-21-201� HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no: 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS 2013. ALL RIGHTS RESERVED project no: 16-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: FIRST LEVEL FLOOR PLAN - HOTEL A100 FIRST LEVEL FLOOR PLAN 1 /8"=1'-0" 14,234 SQ. FT. 19 ROOMS: 3 DOUBLE QUEEN 16 KINGS TRUE PLAN 11olos C O8 146'-0" G�. • 13'-0" 13'-0" 13'-0" 12'-0" 12'-0" 12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 14'-0" HAF E3 9 N • 9 N 9 cTi O • 0 4) 9 M -♦ 0 M 9 M 9 M K2 F.F.E. (706.0') 112'-0" II n 10 PATIO 6 2'-0" 12'-0" • • (0) 15'-0" 7'-0" 1, 11 12 1 22 13 PATIO 14 STAIR A 20 /////////////////////////////////// STAIR B ////////////// 3'-0" 23 13'-0" 7'-0" 7'-0" ft 7a 6b ED • 16'-0" F.F.E. (705-3 7/8") 111'-3 7/8" OPEN TO BELOW A //////////// ///////////// COMPUTER CONF. u u u 11'-0" EXERCISE //////////////////////// 1 0 ' - 0 " 143'-0" • 30'-0" • 4'-0" 4'-0" • • • GROU P ARCHITECTURE DEVELOPMENT CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 Hr1F ARCHITECTS HOEFLER ARCHITECTS LLC ARCHITECTURE P LAN N IN G INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M W W W.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-22016 PRELIMINARY PLAN 10-21-201� HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no: 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS 2013. ALL RIGHTS RESERVED project no: 16-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: SECOND LEVEL FLOOR PLAN - HOTEL A101 SECOND LEVEL FLOOR PLAN 1 /8"=1'-0" 14,234 SQ. FT. 25 ROOMS: 3 DOUBLE QUEEN 22 KINGS TRUE PLAN ® 146'-0" a O • 13'-0" 13'-0" 13'-0" 12'-0" 12'-0" 12'-0" 12'-0" -♦ 15'-0" 15'-0" 15'-0" 14'-0" K2 0 cn (V o 9 M 9 M L() 9I PATIO 5 2'-0' 12'-0" • • • 1 15'-0" 11 12 lU I \I 17 16 PATIO 14 WOMEN IQ IQ 15 7'-0" 3'-0" 13'-0" '-0" 7'-0" 9a ®CD • 7'-0" BANQUET ROOM 1 RESTURANT F.F.E. (715-7 3/4") 111'-7 7/8" ROOF TOP PATIO ////////////////////////. 16'-0" 11'-0" 10'-0" 7b 7a CD 6a 143'-0" 4ie • 30'-0" 4'-0" • 4'-0" • • HAF GROU P AR CHI T EC TUR E DE V EL 0 P MEN T CONS T R U C T I ON 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 Hr1F ARCHITECTS HOEFLER ARCHITECTS L L C ARCHITECTURE PLANNING INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M W W W.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-22016 PRELIMINARY PLAN 10-21-201� HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no: 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS 2013. ALL RIGHTS RESERVED project no: 16-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: THIRD LEVEL FLOOR PLAN - HOTEL A102 THIRD LEVEL FLOOR PLAN 1 /8"=1'-0" 14,234 SQ. FT. 20 ROOMS: 3 DOUBLE QUEEN 17 KINGS TRUE PLAN 12 ED 10 O9 O8 O7 146'-0" 13'-0" 13'-0" 13'-0" 12'-0" 12'-0" 12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 14'-0" T,- 1111111111111, B3 K2 0 1 0 9 cn 9 M 9 9 M 9 • • • GAS METERS 2'-0" • • SLOPE 12'-0" RD. ORD. U U GAS LINES SLOPE F.F.E. (725'-11 5/8") 131'-11 5/8" FULLY ADHERED 60 MIL EPDM MEMBRANE ROOFING OVER 4" RIGID INSULATION BASE LAYER W/ 1/8" PER FOOT SLOPE TO DRAIN SLOPE w 0 0 J ROOF PAVE RD. ORD. w 0 0 J / \ 15'-0" SLOPE • 7'-0" 3'-0" 11 13'-0" SLOPE RD. ORD. EXHAUST FAN SLOPE MAKE-UP AIR 7'-0" 7'-0" 143'-0" 16'-0" 3 A200 11'-0" RD. ORD SLOPE SLOPE FULLY ADHERED 60 MIL EPDM MEMBRANE ROOFING OVER 4" RIGID INSULATION BASE LAYER W/ 1/8" PER FOOT SLOPE TO DRAIN SLOPE 10'-0" F.F.E. (728'-11 5/8") 134'-11 5/8" RD. ORD. SLOPE 30'-0" 4'-0" 4'-0" Xoy 9a ®CD 1 A200 9 N ♦ 9 zo 0 ZO 0 Co 0 Co 4 ♦ • 9 A200 HAF GROUP ARCHITECTURE DEVELOPMENT CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 HF ARCHITECTS HOEFLER ARCHITECTS LLC ARCHITECTURE P L A NNING INTER IOR S PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN TIN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M WWW.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-2'V,2016 PRELIMINARY PLAN 10-21-201� HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no. 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. (©COPY RIGHT HAF ARCHITECTS 2013. ALL RIGHTS RESERVED project no: 16-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: ROOF PLAN - HOTEL A103 ,1�/ 1ROOF PLAN 14,234 SQ. FT. TRUE PLAN HAF PARAPET EL. 136'-0" (DATUM - 730.0') 00 M 0 co co O CO M 0 C▪ O r- LOW ROOF EL. 131'-11 5/8" (DATUM - 725-11 5/8") THIRD LEVEL EL. 121'-7 3/4" (DATUM - 715'-7 3/4") SECOND LEVEL EL. 111'-3 7/8" (DATUM - 705'-3 7/8") FIRST LEVEL EL. 100'-0" (DATUM - 694.0') 1 o4 SHADING INDICATES 0 SPANDREL GLAZING- © 00 ®CD 00 • — • CIE d 11111111 I I I1I I f 1 111111111111111111111 ti''drd dd:': d:'d:'rdrd �rT r7'4 JYr rT T','r'-rTr YJY rT-rYr'rTrYJYr-LrTTYrTTr'r Jr ljljljljljljljllljljljljllljl�jljljljij1�11111111111�1�111111�J11111111111�111111111 ✓ IIIIII11 ED PARTIAL NORTH ELEVATION 1 /8"=1 '-0" PARAPET EL. 136'-0" (DATUM - 730.0') LOW ROOF EL. 131.-11 5/8" (DATUM - 725-11 5/8") THIRD LEVEL EL. 121'-7 3/4" (DATUM - 715'-7 3/4") SECOND LEVEL EL. 111'-3 7/8" (DATUM - 705'-3 7/8") FIRST LEVEL EL. 100'-0" (DATUM - 694.0') © © r-rrY rT4'T�rr 0 0 ©@ • fifiufi(iIi( =-= RETAINING WALL IN FOREGROUND • cp 00 8 1 I = I _ PARTIAL NORTH ELEVATION -SHADING INDICATES SPANDREL GLAZING 0 © • PARAPET EL.1360" o (DATUM - 730.0') V HIGH ROOF �- EL. 134'-11 5/8" (DATUM - 728-11 5/8") ,ti'r,'d,ti'dd, THIRD LEVEL EL. 121'-7 3/4" (DATUM - 715'-7 3/4") SECOND LEVEL EL. 111'-3 7/8" (DATUM - 705'-3 7/8") FIRST LEVEL EL. 100'-0" (DATUM - 694.0') 1 /8"=1 '-0" ELEVATION KEY NOTES O CANVAS CANOPY PRE -FINISHED METAL CAP FLASHING MODULAR FACE BRICK - PRINCESS BLEND A (14-45) DO. PRE -FINISHED UNI-CLAD METAL SIDING - CONCEALED FASTENER - (16-F) O. ALUMINUM STOREFRONT GLAZING SYSTEM - WITH INTEGRAL GRID SYSTEM - FRAME COLOR TO BE BLACK - GLASS COLOR TO BE CLEAR FO RESIDENTIAL STYLE ALUMINUM CLAD (EXTERIOR) WOOD INTERIOR WINDOW SYSTEM - WITH INTEGRAL GRID (ONE VERTICAL, TOP PANE ONLY) - EXTERIOR COLOR TO BE BLACK ▪ P-TAC UNIT WITH ARCHITECTURAL LOUVER HO 1-1/2" DIA. GUARD RAIL • ALUMINUM STOREFRONT ENTRY SYSTEM - COLOR TO BE BLACK ▪ STEEL CANOPY STRUCTURE "HUNG FROM BUILDING ON STEEL RODS • GAS METER LOCATION - VERIFY WITH GAS COMPANY • GOOSENECK DOWN LIGHT - LIGHT FIXTURE NO LED DOWN LIGHT - LIGHT FIXTURE ▪ EXTERIOR CAN LIGHT FIXTURE IN SOFFIT • RETAINING WALL ▪ SIGNAGE SO SOLDIER COURSE HEAD TO ROWLOCK SILL TIO©00 ® © CD® 00©© 0 SHADING INDICATES SPANDREL GLAZING © 0 © PARAPET EL. 136'-0" (DATUM - 730.0') HIGH ROOF EL 134'-11 5/8" (DATUM - 728-11 5/8") THIRD LEVEL EL. 121 '-7 3/4" (DATUM - 715'-7 3/4") SECOND LEVEL EL. 111'-3 7/8" (DATUM - 705'-3 7/8") FIRST LEVEL EL. 100'-0" (DATUM - 694.0') co ti GROU P ARCHITECTURE DEV EL OPMEN T CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 r1F ARCHITECTS HOEFLER ARCHITECTS LLC ARCHITECTURE P LAN N IN G INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M W W W.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-2'V42016 PRELIMINARY PLAN 10-21-201� HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no: 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS 2013. ALL RIGHTS RESERVED project no: 16-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: EXTERIOR ELEVATIONS - HOTEL A200 PARTIAL EAST ELEVATION 1 /8"=1'-0" PARTIAL EAST ELEVATION 1 /8"=1'-0" HAF NORTH ELEVATION 1 /8"=1'-0" ELEVATION KEY NOTES AO CANVAS CANOPY PRE -FINISHED METAL CAP FLASHING MODULAR FACE BRICK - PRINCESS BLEND A (14-45) DO. PRE -FINISHED UNI-CLAD METAL SIDING - CONCEALED FASTENER - (16-F) EO. ALUMINUM STOREFRONT GLAZING SYSTEM - WITH INTEGRAL GRID SYSTEM - FRAME COLOR TO BE BLACK - GLASS COLOR TO BE CLEAR FO RESIDENTIAL STYLE ALUMINUM CLAD (EXTERIOR) WOOD INTERIOR WINDOW SYSTEM - WITH INTEGRAL GRID (ONE VERTICAL, TOP PANE ONLY) - EXTERIOR COLOR TO BE BLACK • P-TAC UNIT WITH ARCHITECTURAL LOUVER HO 1-1/2" DIA. GUARD RAIL • ALUMINUM STOREFRONT ENTRY SYSTEM - COLOR TO BE BLACK KO STEEL CANOPY STRUCTURE "HUNG FROM BUILDING ON STEEL RODS • GAS METER LOCATION - VERIFY WITH GAS COMPANY • GOOSENECK DOWN LIGHT - LIGHT FIXTURE NO LED DOWN LIGHT - LIGHT FIXTURE • EXTERIOR CAN LIGHT FIXTURE IN SOFFIT • RETAINING WALL • SIGNAGE SO SOLDIER COURSE HEAD • ROWLOCK SILL B1 O = IIiI 1 =iii r, s 0s= -'L B4 O (00 ON oo(D OF LINE OF LINK BETWEEN PARKING RAMP AND HOTEL E1 CD' ©©0©000 L PARAPET EL. 136'-0" (DATUM - 730.0') LOW ROOF EL. 131'-11 5/8" (DATUM - 725-11 5/8") THIRD LEVEL EL. 121'-7 3/4" (DATUM - 715'-7 3/4") SECOND LEVEL EL. 111'-3 7/8" (DATUM - 705'-3 7/8") FIRST LEVEL EL. 100'-0" (DATUM - 694.0') • CO C? O CO M O 0) PARAPET EL. 136'-0" (DATUM - 730.0') LOW ROOF EL. 131'-11 5/8" (DATUM - 725-11 5/8") THIRD LEVEL EL. 121'-7 3/4" (DATUM - 715'-7 3/4") SECOND LEVEL EL. 111'-3 7/8" (DATUM - 705'-3 7/8") FIRST LEVEL EL. 100'-0" (DATUM - 694.0') ao r` M ti O GROUP ARCHITECTURE DEVELOPMENT CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 HF ARCHITECTS HOEFLER ARCHITECTS LLC ARCHITECTURE PLANNING INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M WWW.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-2 2016 PRELIMINARY PLAN 10-21-20 • HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no: 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAS ARCHITECTS zn13. ALL RIGHTS RESERVED project no: 16-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: EXTERIOR ELEVATIONS - HOTEL A201 WEST ELEVATION 1 /8"=1'-0" HAF 9 9 9 0) • 1 0'-0" LH. /// • • / / 7 • / 1 69'-10" 1 0'-0" 1 0'-0" • 7 L, J 1 1 5'-4" 14'-0" • • GROU P ARCHITECTURE DEVELOPMENT CONSTRUCTION 10'-6" S T I L L W A T E R, M N. 5 5 0 8 2 • L_ t 0 ////l/// //I/I//// _Li 1 L L _. LOBBY 002 �I L L /////////////////////////////// LJ 7 STAIR A 001 LEY. ICI 0 MECH. ROOM 003 OPEN AREA 000 // / / / /' / L UTILITY ROOM 007 L - r WOMENS 006 0 0 Q E2 1 I l -'I MENS 005 L 10'-0" • 10'-0" 10'-0" • J 15'-4" 69'-10" • STAIR B 004 L 14'-0" 10'-6" • / / / / / / / / / • 9 i0 • - ED) 2 3 3. S O U T H. M A I N. S T R E E T P H : 6 5 1 . 3 5 1 . 1 7 6 0 Hr1F ARCHITECTS HOEFLER ARCHITECTS L L C A R CHI TEC T U R E P L A NNIN G IN TER I 0 R S PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M W W W.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-22016 PRELIMINARY PLAN 10-21-201� HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no: 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS 2013. ALL RIGHTS RESERVED project no: 16-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: LOWER LEVEL FLOOR PLAN - OFFICE BUILDING: A120 BASEMENT LEVEL FLOOR PLAN 1/4"=1'-0" 2,688 SQ. FT. TRUE PLAN 718 ;0".) I.A, . //r..W,//ArAl NIIPAT -rePEitammWMirrinismiani-diMelip,,PM® /a I I - � I 9TC 711 OTCci B C 0[1 milliumi s ■.ate., Ei �� s • - s 0W IE1IU� —�_ vwxM =F Ill =INI �' '11•A ffaltinIE®M _ MW//M �® ® Ie7_- ®i ■ FIRST LEVEL FLOOR PLAN 1/4"=1'-0" 2,688 SQ. FT. HAF GROU P ARCHITECTURE DEVELOPMEN T CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 HF ARCHITECTS HOEFLER ARCHITECTS L L C ARCHITECTURE P LAN N IN G INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M W W W.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-2'k2016 PRELIMINARY PLAN 10-21-201� HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no: 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS 2013. ALL RIGHTS RESERVED project no: 1 6-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: FIRST LEVEL FLOOR PLAN - OFFICE BUILDING: A121 TRUE PLAN HAF 9 9 9 C • • 1 0'-0" 013 THl • • • 69'-10" 1 0'-0" 1 0'-0" • 1 5'-4" rtr OFFICE AREA J LOBBY 202 STAIR A 201 10'-0" • 4LEV. I0 MECH. ROOM 203 200 10'-0" 10'-0" • 15'-4" 69'-10" • • 14'-0" 10'-6" • • /////////////./////////////////// / / / 1 II WOMENS7 206 J 1 ENS 205 (_r STAIR B 204 / / / / / / / /// 14'-0" 10'-6" • • 0 i0 O ti • • • • • ED) GROU P A R CHI TEC TUR E D E V E L 0 P M E N T CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 Hr1F ARCHITECTS HOEFLER ARCHITECTS L L C ARCHITECTURE P LAN N IN G INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M W W W.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-22016 PRELIMINARY PLAN 10-21-201� HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no: 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS 2013. ALL RIGHTS RESERVED project no: 16-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: SECOND LEVEL FLOOR PLAN - OFFICE BUILDING: A122 SECOND LEVEL FLOOR PLAN 1/4"=1'-0" 2,688 SQ. FT. TRUE PLAN HAF 9 9 9 C • • 10'-0" 013 THl • • • 69'-10" 10'-0" 10'-0" • 15'-4" rtr OFFICE AREA J LOBBY 302 STAIR A 301 10'-0" • 4LEV. I0 MECH. ROOM 303 300 10'-0" 10'-0" • 15'-4" 69'-10" • • 14'-0" 10'-6" • • //////////////////////////////// / / / 1 1 i 1 WOKENS-7 306 \ / MENS 305 STAIR B 304 / / / / / / / / /// 14'-0" 10'-6" • • 0 i0 • • • • • 0 ED) GROU P ARCHITECTURE DE V E L 0 P MEN T CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 Hr1F ARCHITECTS HOEFLER ARCHITECTS L L C ARCHITECTURE P LAN N IN G INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M W W W.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-21.2016 PRELIMINARY PLAN 10-21-201� HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no: 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS 2013. ALL RIGHTS RESERVED project no: 16-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: THIRD LEVEL FLOOR PLAN - OFFICE BUILDING: A123 THIRD LEVEL FLOOR PLAN 1/4"=1'-0" 2,688 SQ. FT. TRUE PLAN HAF 9 zzr CED• 9 0) f • • • 10'-0" 10'-0" 10'-0" • • 69.-10" 15'-4" • 14'-0" 10'-6" SLOPE 111w- 1/4" PER FOOT w 0 J 1/4" PER FOOT 1/4" PER FOOT 0 FULLY ADHERED 60 MIL EPDM MEMBARANE ROOFING OVER 4" RIDGID INSULATION BASE LAYER W/ 1/4" PER FOOT SLOPE TO DRAIN W 0 0 J co 1/4" PER FOOT 1/4" PER FOOT SLOPE 1/4" PER FOOT • • 10'-0" 10'-0" 10'-0" • 15'-4" 14'-0" 1 0'-6" 69'-10" 9 (0 0 r` 0) • • • • ED) GROUP ARCHITECTURE DEVELOPMENT CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 HF ARCHITECTS HOEFLER ARCHITECTS LLC ARCHITECTURE PLANNING INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 1,4 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M WWW.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-2 2016 PRELIMINARY PLAN 10-21-20 . HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no: 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS 2013. ALL RIGHTS RESERVED project no: 16-028 drown by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: ROOF LEVEL PLAN: A124 ROOF LEVEL PLAN 1 2,688 SQ. FT. TRUE PLAN HAF ti © ti SOUTH ELEVATION 1 /8"=1'-0" © CD (D© CD CD CD 0 © ® © CD CD • ili1)111I1111I1111i11111111111I1111iI1111i1 I 111111111111111111111 11 1111 1111 11 11111 11111111111111111II111I11111111111111111111111I11111 111 © LINE OF LINK BETWEEN PARKING RAMP AND HOTEL NORTH ELEVATION 1 /8"=1'-0" ELEVATION KEY NOTES AO CANVAS CANOPY PRE -FINISHED METAL CAP FLASHING MODULAR FACE BRICK - PRINCESS BLEND A (14-45) ©. PRE -FINISHED UNI-CLAD METAL SIDING - CONCEALED FASTENER - (16-F) ©. AILUMINUM STOREFRONT GLAZING SYSTEM - WITH INTEGRAL GRID SYSTEM - FRAME COLOR TO BE BLACK - GLASS COLOR TO BE CLEAR O RESIDENTIAL STYLE ALUMINUM CLAD (EXTERIOR) WOOD INTERIOR WINDOW SYSTEM - WITH INTEGRAL GRID (ONE VERTICAL, TOP PANE ONLY) - EXTERIOR COLOR TO BE BLACK P-•TAC UNIT WITH ARCHITECTURAL LOUVER O. 1-1/2" DIA. GUARD RAIL O AILUMINUM STOREFRONT ENTRY SYSTEM - COLOR TO BE BLACK • STEEL CANOPY STRUCTURE "HUNG FROM BUILDING ON STEEL RODS • GAS METER LOCATION - VERIFY WITH GAS COMPANY • GOOSENECK DOWN LIGHT - LIGHT FIXTURE NO. LED DOWN LIGHT - LIGHT FIXTURE EXTERIOR CAN LIGHT FIXTURE IN SOFFIT • RETAINING WALL SIGNAGE SO SOLDIER COURSE HEAD O ROWLOCK SILL © ® © © 0 © 0 I1JI 111U1i/ 111T'11'II11Ii1111i1011111T111I11111111nn nnI 1111 1111111111111'1 1'0' 11 111' 1'I1i�111i171� fi�111 11(' 1111111111111111111111111111 GROUP ARCHITECTURE DEVELOPMENT CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 HF ARCHITECTS HOEFLER ARCHITECTS LLC ARCHITECTURE PLANNING INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M WWW.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-2 2016 PRELIMINARY PLAN 10-21-20 • HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no: 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS zn13. ALL RIGHTS RESERVED project no: 16-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: EXTERIOR ELEVATIONS - OFFICE BUILDING A220 /WEST ELEVATION EAST ELEVATION �3 _ 4 1/8"=1'-0" 0 N 1• f0 cV O Co O N 9 co 0 Co q o N M N / \l �I ` i II I II II I II I IL L ,1 i 0 N ED co O O) 2'-0" 20'-0a STORAGE STAIR / / LiL i i= ff L/ / /L-7L/ LOBBY 2T-0n EL. 694.0 (100'-0") LEVE PAR 10 STA EL. 694.0 HOTEL GUESTS DROP OFF/PICK UP B3 a, 0 c\\. c\ F.F.E. (694.0') 100'-0" HAF GROU P ARCHITECTURE DEVELOPMENT CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 Hr1F ARCHITECTS HOEFLER ARCHITECTS LLC A R CH I T EC TUR E P LAN N IN G IN T ER I 0 R S PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M W W W.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE 03-2 2016 10-21-20 11-18-2016 ISSUE PRELIMINARY PLAN HPC/PC SUBMITTAL HPC/PC SUBMITTAL NOTES I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no: 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS 2013. ALL RIGHTS RESERVED project no: 1 6-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: FIRST LEVEL FLOOR PLAN - PARKING PLAN A140 FIRST LEVEL PARKING PLAN 1 /8"=1'-0" PARKING COUNT: FIRST LEVEL = 10 STALLS SECOND LEVEL = 46 STALLS THIRD LEVEL = 49 STALLS TOTAL = 105 STALLS TRUE PLAN • O T O R M N 00 7c1- M N a N • O 0) 0 0) 9 9 1 •—. 0) 9 r77777/ MAINT. STORAGE 20'-O" LEVEL 2 PARKING 46 STALLS EL. 706.0 (112'-O") 27'-0" 20 -0" <=1 EL. 706.0 (112'-0" 1 STAIR LOBBY BELOW ■1 ONE WAY BELOW 5'-3" F.F.E. (705'-3 7/8"') 111'-3 7/8" HAF GROU P ARCHITECTURE DEVELOPMEN T CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 Hr1F ARCHITECTS HOEFLER ARCHITECTS L L C ARCHITECTURE P LAN N IN G INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M www.FACEBOOK.00m/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-21.2016 PRELIMINARY PLAN 10-21-20'1� HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no: 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS 2013. ALL RIGHTS RESERVED project no. 16-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: SECOND LEVEL FLOOR PLAN - PARKING PLAN A141 SECOND LEVEL PARKING PLAN 1 /8"=1'-0" PARKING COUNT: FIRST LEVEL = 10 STALLS SECOND LEVEL = 46 STALLS THIRD LEVEL = 49 STALLS TOTAL = 105 STALLS TRUE PLAN • O O N • 9 LEVEL 3 PARKING 49 STALLS EL. 716.0 (122'-O") • 12 19 18 ED 16 11 10 O9 O8 F.F.E. (715'-7 7/8"') 121'-7 7/8" •H PARKING COUNT: FIRST LEVEL = 10 STALLS SECOND LEVEL = 46 STALLS THIRD LEVEL = 49 STALLS TOTAL = 105 STALLS HAF GROU P ARCHITECTURE DEVELOPMEN T CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 Hr1F ARCHITECTS HOEFLER ARCHITECTS L L C ARCHITECTURE P LAN N IN G INTERIORS PHONE: FAX 233 SOUTH MAIN ST. STILLWATER, MN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M W W W.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-22016 PRELIMINARY PLAN 10-21-261� HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no: 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS 2013. ALL RIGHTS RESERVED project no: 16-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: THIRD LEVEL FLOOR PLAN - PARKING PLAN A142 THIRD LEVEL PARKING PLAN 1 /8"=1'-0" TRUE PLAN ELEVATION KEY NOTES HAF P3 LEVEL EL. 122'-0" (DATUM - 716'-0") P2 LEVEL EL. 112'-0" (DATUM - 706'-0") P1P1 LEVEL EL. 100'-0" (DATUM - 694.0') I zI J �IQ wIJ EtIw NORTH ELEVATION FUTURE BUILDING IN FOREGROUND — 139'-0" • 25'-0" 27'-0" 20'-0" 20'-0" 27'-0" 1 20'-0" -- I LIVING WALL P1 SOLDIER COURSE - TYP. AT EACH FLOOR EL. - 7 J P2 EL.MULBERRY STREET EAST NORTH SECOND STREET 1 /8"=1'-0" LINE OF LINK BETWEEN RAMP AND THIRD LEVEL OF HOTEL - P3 LEVEL EL. 122'-0" (DATUM - 716'-0") P2 LEVEL EL. 112'-0" (DATUM - 706'-0") P1LEVEL DEL_100'-0" —(DATUM - 694.0') H1 J5 OM ON PO QO 140 20'-0" 23'-4" 27'-0" 27'-0" 23'-4" 20'-0" AO- RID E TO • RID E TO LINE OF LINK BETWEEN RAMP AND THIRD LEVEL OF HOTEL LIGHT FIXTURE SOLDIER COURSE - TYP. AT EACH FLOOR FUTURE BRIDGE r- IT1 TTrrrTIT1 TTrTITIT1 TTrrrT1T1 TT ITrTITI TTrrrTIT1 TII. •.. i TTrr ITIT1 TTrTmT llllllllllllllllllllllllllllllllllllllllllllllllllilllllllllllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll I_IL II LLILIJJ llLLILIL II LLLLLJJ U LLLLIL 11 LL ILIJJ ll LLILIL 11 LLILIL 11LLLLIJJ J 42" GUARDRAIL AO CANVAS CANOPY PRE -FINISHED METAL CAP FLASHING MODULAR FACE BRICK - PRINCESS BLEND A (14-45) ©. PRE -FINISHED UNI-CLAD METAL SIDING - CONCEALED FASTENER - (16-F) ©. ALUMINUM STOREFRONT GLAZING SYSTEM - WITH INTEGRAL GRID SYSTEM - FRAME COLOR TO BE BLACK - GLASS COLOR TO BE CLEAR O RESIDENTIAL STYLE ALUMINUM CLAD (EXTERIOR) WOOD INTERIOR WINDOW SYSTEM - WITH INTEGRAL GRID (ONE VERTICAL, TOP PANE ONLY) - EXTERIOR COLOR TO BE BLACK P-TAC UNIT WITH ARCHITECTURAL LOUVER O. 1-1/2" DIA. GUARD RAIL O ALUMINUM STOREFRONT ENTRY SYSTEM - COLOR TO BE BLACK O STEEL CANOPY STRUCTURE "HUNG FROM BUILDING ON STEEL RODS GAS METER LOCATION - VERIFY WITH GAS COMPANY 93, GOOSENECK DOWN LIGHT - LIGHT FIXTURE NO. LED DOWN LIGHT - LIGHT FIXTURE EXTERIOR CAN LIGHT FIXTURE IN SOFFIT RETAINING WALL SIGNAGE © SOLDIER COURSE HEAD O ROWLOCK SILL FUTURE BUILDING 1110111111 111111 LS SS _...._S Xd-M SAS �S SSSS �S_S �SS�S-�S� �S�V�� �S ��V �V -_�_-S IIIIiY11Y1=II�_II�iYmKlYflli' �. S~ �: '�:7Ie Sl".•��� �__� �xr___ __ ____� `_ -- ---- ----- - manannissu-- ----- ----7IYYYrraM - Aniumaraminur -----------------------------_--------------------------------------- - wI zI wlo Olw 0Iw o_n 3 1 2 1I BSMT I EAST MULBERRY STREET GROUP ARCHITECTURE DEVELOPMENT CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 HF ARCHITECTS HOEFLER ARCHITECTS LLC ARCHITECTURE PLANNING INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M WWW.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-222016 PRELIMINARY PLAN 10-21-20 • HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no: 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS .D13. ALL RIGHTS RESERVED project no: 16-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: EXTERIOR ELEVATIONS - PARKING RAMP A240 WEST ELEVATION 1/8"=1'-0" HAF NORTH SECOND STREET EL. - 712.8' SOUTH ELEVATION 139'-0" 20'-0" 27'-0" 20'-0" 20'-0" 27'-0" 25'-0" TRASH BUILDING APPROXIMATE GRADE BETWEEN BUILDINGS ELEVATOR/STAIR TOWER ELEVATOR OVERRUN BRIDGE TO 3 3 1 ELEVATION KEY NOTES AO CANVAS CANOPY PRE -FINISHED METAL CAP FLASHING • MODULAR FACE BRICK - PRINCESS BLEND A (14-45) DO. PRE -FINISHED UNI-CLAD METAL SIDING - CONCEALED FASTENER - (16-F) EO. ALUMINUM STOREFRONT GLAZING SYSTEM - WITH INTEGRAL GRID SYSTEM - FRAME COLOR TO BE BLACK - GLASS COLOR TO BE CLEAR O RESIDENTIAL STYLE ALUMINUM CLAD (EXTERIOR) WOOD INTERIOR WINDOW SYSTEM - WITH INTEGRAL GRID (ONE VERTICAL, TOP PANE ONLY) - EXTERIOR COLOR TO BE BLACK P-TAC UNIT WITH ARCHITECTURAL LOUVER HO. 1-1/2" DIA. GUARD RAIL O ALUMINUM STOREFRONT ENTRY SYSTEM - COLOR TO BE BLACK O STEEL CANOPY STRUCTURE "HUNG FROM BUILDING ON STEEL RODS GAS METER LOCATION - VERIFY WITH GAS COMPANY • GOOSENECK DOWN LIGHT - LIGHT FIXTURE O LED DOWN LIGHT - LIGHT FIXTURE EXTERIOR CAN LIGHT FIXTURE IN SOFFIT RETAINING WALL SIGNAGE O SOLDIER COURSE HEAD ® ROWLOCK SILL 1 /8"=1'-0" FUTURE BUILDING EAST MULBE STREET wlZ :1 >-Iv) iuJ J W a I w aa..1 vW) RRY EL. - 718.4'1 I 3 2 FUTURE LIFT BRIDGE 14 20'-0" 23'-4" 27'-0" LIVING WALL METAL/STEEL BAND HOTEL LIGHT FIXTURE EL.-716.0' LINE OF LEVEL P2 STONE CAPS NORTH SECOND STREET t 27'-0" 23'-4" 20'-0" *— 20' LIGHT LED POLES ORNAMENTAL IRON LIVING WALL TtEt BRICK PIERS - TYP. TRASH BUILDING WIUI SOLDIER COURSE - TYP. AT EACH FLOOR ffffffffff EL. - 712.8' LINE OF LEVEL P1 GROUP ARCHITECTURE DEVELOPMENT CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 HF ARCHITECTS HOEFLER ARCHITECTS LLC ARCHITECTURE PLANNING INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 1,4 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M WWW.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-2 2016 PRELIMINARY PLAN 10-21-20 • HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no. 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS zn13. ALL RIGHTS RESERVED project no: 16-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: EXTERIOR ELEVATIONS - PARKING RAMP A241 EAST ELEVATION 1/8"=1'-0" Mv�g��R EPs1 B-2 B-1 LPL P\�� coMMe�c 4, EXISTING BUILDING \ EXISTING BUILDING r, Ba ga �JJ EXISTING BUILDING EXISTING BUILDING 1 4a GoMME EXISTING BUILDING LANDSCAPE KEY QTY. r A-1 DECIDUOUS OVERSTORYTREE 41 AMUR MAPLE , _do B-1 DECIDUOUS UNDERSTORYTREE 7 M1 QUAKING ASPEN ior IS— �' B-2 DECIDUOUS UNDERSTORYTREE 5 '. jrPAGODA jilt C-1 CONIFEROUS SMALL HEDGE 37 BUXUS GREEN VELVET SHADING INDICATES ANUAL RYE GRASS SOD LOLIUM MULTIFLORUM HAF GROUP ARCHITECTURE DEVELOPMENT CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 HF ARCHITECTS HOEFLER ARCHITECTS LLC ARCHITECTURE PLANNING INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M WWW.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-21,2016 PRELIMINARY PLAN 10-21-20'1� HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no: 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS 2013. ALL RIGHTS RESERVED project no: 16-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: ARCHITECTURAL LANDSCAPE PLAN L100 ARCHITECTURAL LANDSCAPE PLAN 111 = 20'-0n HAF PLANTING NOTES 1. Contractor shall CONTACT DIGGERS HOTLINE (800-242-8511) to verify underground utility locations before any excavations. 2. All plants to be specimen grade, Wisconsin -grown and/or hardy. 3. Plants to meet American Standard Stock requirements for type and size speed. 4. Planting shall adhere to, but is not limited by. the following standards: a. All plants shall be free from disease, pests, wounds, scars, etc. b. All plants shall be free from noticeable gaps, holes, or deformities. c. All plants shall be free from broken or dead branches. d. All plants shall have heavy, healthy branching and leafing. e. Coniferous frees shall have an established main leader and a height -to -width ratio of no Tess than 5:3. Onsite transplanted stock to be flatted and staked prior to machine moving. This stock may vary from the 5:3 standard. f. Plant sun orientation will be same, before and after transplanting. 5. Contractor to stake locations of all trees and shrubs. Actual location and plant material is subject to field staking adjustments and site conditions. Obtain Owner and Landscape Architectapproval prior to installation. 6. Use minimum 12" depth loam planting soil for trees and 6" for shrubs (sides and bottom of hole). 7. Guying of trees optional; Planting Contractor to rye -Revel if not plumb after one year. .il Wrap 11 �L4 h.�..J......1 I......w.... fasten iw... ..1 bottom. 1"Iw.....�......... 1.... A....,:1 :i 0. vvrali all smooth -barked trees, ra: ter top and bJLJLtom. Remove by April 1. 9. Open top of burlap on BB materials; remove pot on potted plants; split and break apart peat pots. 10. Prune plants as necessary per standard nursery practice and to correct poor branching pattern prior to, or at install. 11. All stock to be covered and/or sprayed with anti -transparent for transport from source nursery to site. 12. Plants shall be immediately planted upon arrival at site. Properly heel -in and water all materials only if necessary; 24-hour maximum. 13. All shrub planting beds shall have weed barrier fabric plus 4" depth of shredded hardwood bark mulch and Valley -View (or equal) poly edging. 14. All turf noted ands to be sodded or seeded unless -Wisconsin-grown _ _ All turf noted _ _ _ areas -- _ -- sodded -- - _ _ seeded _ -- _ -- _-- -- _ ss otherwise noted; sod to be standard Wisconsin and hardy bluegrass mix. Seeded areas to be installed, mulched, fertilized and watered per growers specifications. 15. Four inches of shredded hardwood bark mulch shall be used around all trees within saucer, shrubs and ground cover/perennial areas. a 1 ..,r1.-....-.r,r. ►r'•.,1..l+r.-:..I.- i- r b-,,,11 I U. L.d1 IUbLdG p %. IJI Ill dl.LUI .' 4I Idll saiII. we; -i . Fi+-.s. X' .vr.i - ,.-J .. - .1w. 1 a ar..tiw AN, Irefi r ....rt .� te,10 igr rr /Mc kr%Iwn* r-r*r i- .-J ..1rvl�I LAJJI umcum mu I II I I9IdIIU11 'l.,Ll111A dL.L JI dl lu 1JI UVILM I ,ere Y I y WdL I II 19. L#1 dial IL I I ICitCI Itlll LII IUI irrigation system is operational. Landscape Contractor to provide Owner with watering fee schedule before acceptance of bid. 17. Tree and Shrubs, Groundcover, Sod and Seeding Contractor(s) are to clearly identify watering commitments in bids and coordinate schedule and duration with Owner so as to assure no gap in watering and to ensure continued and sustained healthy plant growth. 18. Scarify root pit sides and bottom prior to planting. 19. Fill all voids between planting pit and root ball with topsoil mixture appropriate to species. Flood with water and add topsoil to eliminate all air pekes adjacent to root ball. 20. It is Landscape Contractor's responsibility that, for all trees, shrubs and groundeaver, and machine -moved stock, that the planting pit and root ball is to be thoroughly backfrlle=d, flooded and soaked with water at the time of planting and immediately mulched following planting. All roots to be in contact with soil; no air pockets. 21. Provide 4" ht. saucer around trees and 2" ht. saucer around shrubs and shrub groups. Area is to be mulched with specified materials unless otherwise noted an planting plan. 22. Plant material substitutions must be approved by the Landscape Architect and Owner. Landscape Contractor must provide copies of plans showing recommended changes and bid variances prior to final approval by Owner and Landscape Architect and installation. 23. The Contractor shall provide a one-year guarantee of plant materials. The guaranteed begins en the date of the Owner's acceptance on the initial planting. Replacement plant materials shall also have a one year guarantee commencing upon date of replanting. 24. Plant species and sizes may be substituted based upon availability, disease issues, etc. Contractor -proposed solutions must be made in writing and approved by Owner and Landscape Architect, prior to installation. 25. Irrigation system to be installed to sprinkle all turf areas to be maintained long tern. Water source for irrigation to be behind •---._.a.,o,.._r.._r ..., each w...1..r:.....,:, r^+r.....r....-...,._..w._.� a.....,.....Iw.,...,:. drawings prior ay.. construction ....:.._.... s.._�...,.-.a.....� ._ .._r....t control Lbeh11rIU meters(s) i) at U1 building. Contactor Lo,r submit Urawrrrigs prior to co 1sUuctior1 for watt sUU1ce(s), f illluoI structures, locations, water lines, head locations, and water use projections. TYPICAL CONIFEROUS PLANTING NO O FASTEN TRUNK TO STAICE WITH FABRIC TREE RING FABRIC WRAP X. = MINIMUM WIDTH OF PREPARED SOIL FOR TREES �II� III 1-111-I =III-1I1-1 III -III 111 1111-111' _111E111=1111 -III o11111111111�111 -1111I1=1I DIG WIDE, SHALLOW HOLE WITH TAPERED SIDES. TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL DO NOT USE TREES WIT'I-I TWO LEADERS. DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC zzz„- STRUCTURAL CORRECTIONS. USE TREE PAINT 40 PRUNING LOCATIONS 1 1 11 1 11 1I NOTES: 1. FOR CONTAINER -GROWN TREES, USE FINGERS OR. SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL: THEN PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER 2.. INCORPORATE COMMERCIALLY PREPARED MYCORRHIZA SPORES IN THE SOIL IMMEDIATELY AROUND THE ROOT BALL AT RATES SPECIFIED BY THE MANUFACTURER. IF REQUIRED, LOCATE ANCHOR STAKE 18" AWAY FROM TREE TRUNK ON SIDE OF PREVAILING WIND. T RAILIRON STAKE OR. ACCEPTABLE WOODEN SUBSTITUTE. ANCHOR FIRMLY. CROWN OF ROOT BALL SHALL BEAR SAME RELATION (OR SLIGHTLY ABOVE) TO FINISHED GRADE AS IT MOTE TO PREVIOUS GRADE. SHREDDED BAR.I. MULCH MIN 4" ( DV A f7T e A T MrliDeniTT 1 fl..,.., tie*% kA1kT L1hlyt'L.1 112, .JLJLL. Jfil l:,_.1:.1%. ■ V L S 1 1 1 i i1 ..f1L.,?LLa .1.0t/11IJ.Ll kUJ ) 1p111 M. CUT AND REMOVE TOP I/3 OF BURLAP IF NON -BIODEGRADABLE WRAP IS USED,, REMOVE TOTALLY. PREPARED TOPSOIL Mes O1 CLEAN SUBSOIL COMPACT SUBSOIL TO FORM PEDESTAL AND PREVENT SE11LING. FOLD BURLAP AWAY FROM TOP OF ROOT BALL. SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS 4" BUILT-UP EARTH SAUCER 4" SHREDDED BARK MULCH NOT PLACE MULCH IN CONTACT WITH TREE TRUNK). BEFORE PLANTING. ADD 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. 4" TO 6" DEEPER THAN ROOT BALL PREPARED SOIL FOR TREES CUT TOP BANDS OF WIRE BASKET AND FOLD AWAY FROM TOP OF ROOT BALL SET ROOT BALL ON FIRM TAMPED PAD IN BOTTOM OF PIT. THIN BRANCHES AS REQUIRED RETAINING NORMAL PLANT SHAPE. SHRUBS SHALL BE SLIGHTLY HIGHER IN RELATION TO FINISHED THAN THEY WERE TO ////- PREVIOUS EXISTING GRADE. ���• y/� I. ll: y�i+s'`/Ir%y///r�/✓/ ra.....////r' .: I� I. II a 11�7m j I• I•141414114141T r. f1=T1=11=1r=11=u J J 11=11=1 74747474747 1 1 1 1 1 1 f' ¢1 I•ir1 1u1 miniwiniwin %WNW ± maiTarllraiT ^11-11-11-11-11-1 11=11-11-11=11=11 11=11=11=11=11=1 II-11^II II-11-II =I=1=1=I=I �1=1=101=1=1k lE j 11=111= 111=11���l9l 11� 11� 11911� I kg 1 I k ilk1=1�lk�11=111 �l�k lk�11=111 �l�k lk�11=111 �lk�lk�11=111 �11=111 �11=111 111=11�k�lk�lk - III 11 I -III=1 I I �� %✓r //r, /� /r /�;..•-T=�=J� - 111 111 11I r r rr®.: ""+�''r " I1Ili1I11-1 I 111111 111111 I II II-III-111-I J1 ll_1 ll1 1i111111111111111i III111111111I11- I I-III-1 I I -I I I -III -I 1I I51117 I I I -III -I I I1 -1 1 1E1 1 1-1 1 1 f11-111- I I-1 I I-1 I H -III-III-III-III-III-III-III-III-III-III-III-I I - - - - - - - - - I TYPICAL SHRUB PLANTING NOT TO SCALE SHREDDED BARK MULCH 4" MIN. CREATE SAUCER WITH TOPSOIL 6" MIN,. PRUNE DAMAGED OR DFSSICATED Roars. GENTLY COMPACTED TOPSOIL MIXTURE. SCARIFY :PIT BOTTOM 6" MIN. CORNER OF ROOT SYSTEM TO BE AT LINE OF ORIGINAL GRADE. FIRMLY COMPACTED SAUCER (USE TOPSOIL). .ANGLE OF REFUSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE. GENTLY COMPACTED TOPSOIL MIXTURE. SCARIFY PIT BOTTOM 6" MIN. 1I F7I 11= 11=1 11 I -III ---III a 11a 11= 711 1I_ _IVAtT-ffillill-**1=111=111=111="1=111=1111=111TffiTffiTI -III-II-III-III-I I I111E111-111-III-III-I rMINI1-111-111=111=111=111-111-1 11=111=111=111- A 11� 11A 11-111111E111=111E111=111=111E111=111-1 TYPICAL MLTLTITEM PLANTING Norro SCALE DIAMETER. OF EXCAVATION TO BE 'MIN. 12" BEYOND SPD. OF ROOTS 4 %j 11111. 1IIT 11 11� 11� 11� 1 Imo -II II III III III I I I II�II�II�II�II�II�II III III III III III II �� 11 11 11 11 11 1=111111111111111111111111111111111111111=1 TYPICAL DECIDUOUS TREE PLANTING G NOT TO SCALE 1ABR-IC WRAP CONNECTOR ON EACH MAJOR STEM ALL MAJOR STEMS SHOULD BE WIRED TOGETHER 4" MULCH DEADMEN (3) IN COMPAC'TEI) SOIL PRUNE 1/3 OF CROWN BY THINNING AND SPACING BRANCHES. DO NOT CUT THE LEADER. FASTEN TRUNK TO STAKE WITH FABRIC TREE RING. (SEE NEW PLANTING TECHNIQUES) T-RAIL IRON STAKE OR GALVANIZED I" O.D. PIPE. ANCHOR FIRMLY. SET TREE HIGHER. IN RELATION TO NEW GRADE AS TO PREVIOUS GRADE. SHREDDED BARK MULCH (MIN. 2") CREATE SOIL SAUCER. (MEN. 6") WITH TOPSOIL. CLEANLY PRUNE ALL DAMAGED ROOT ENDS. TAMP TOPSOIL MIX AROUND ROOT SYSTEM,. AND WATER IN LAYERS OF 6". WATER. TO ELLMIIIATE ALL AIR VOIDS AROUND ALL ROO . NOTE: SOAK ROOTS JTr�rTINWATER OVERNIGHT BEFORE PLANTING. GROUP ARCHITECTURE DEVELOPMENT CONSTRUCTION 2 3 3. S O U T H. M A I N. S T R E E T S T I L L W A T E R, M N. 5 5 0 8 2 P H : 6 5 1 . 3 5 1 . 1 7 6 0 HF ARCHITECTS HOEFLER ARCHITECTS LLC ARCHITECTURE PLANNING INTERIORS PHONE: FAX: 233 SOUTH MAIN ST. STILLWATER, MN int 6 5 1 - 3 5 1 - 1 7 6 0 6 5 1 - 4 3 0- 0 1 8 0 W W W. H A F A R C H I T E C T S. C O M WWW.FACEBOOK.COM/HAFARCHITECTS HTTP://HAFARCHITECTS.BLOGSPOT.COM PROJECT: NORTH MAIN HOTEL STILLWATER, MINNESOTA HPC/PC SUBMITTAL 11/18/2016 DATE ISSUE NOTES 03-21-2016 PRELIMINARY PLAN 10-21-20 HPC/PC SUBMITTAL 11-18-2016 HPC/PC SUBMITTAL I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. signature MICHAEL HOEFLER registration no. 24210 NOTICE: THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHICS, AND MODELS THEREOF, ARE PROPRIETARY AND CANNOT BE COPIED, DUPLICATED OR COMMERCIALLY EXPLOITED, IN WHOLE OR IN PART, WITHOUT EXPRESS WRITTEN PERMISSION OF HAF ARCHITECTS. THESE ARE AVAILABLE FOR LIMITED REVIEW AND EVALUATION BY CLIENTS, CONSULTANTS, CONTRACTORS, AGENCIES, VENDORS AND OFFICE PERSONNEL ONLY IN ACCORDANCE WITH THIS NOTICE. ©COPY RIGHT HAF ARCHITECTS zn13 ALL RIGHTS RESERVED project no: 16-028 drawn by: MAK/MRC date: 11-18-2016 checked by: MGH SHEET INFORMATION: ARCHITECTURAL LANDSCAPE DETAILS L101 ,� ARCHITECTURAL LANDSCAPE DETAILS NO SCALE Sti11W1teL S f MINEEJIA PLANNING REPORT MEETING DATE: December 14, 2016 CASE NO.: 2016-43 APPLICANT: Jon Whitcomb of Browns Creek West LLC, representing Trinity Lutheran Church, property owner REQUEST: Consideration of a Zoning Map Amendment (ZAM) to include three parcels in City of Stillwater Central Business District Height Overlay District and for a total of four parcels to be designated as Central Business District Blufftop (CBDBT) PREPARED BY: Abbi Jo Wittman, City Planner BACKGROUND On April 18, 2006, the City Council adopted Ordinance No. 969 which amended the Zoning Ordinance, and respective Zoning Map, to include certain downtown properties to be locate in a Height Overlay District. The purpose of the new overlay district was to "preserve and enhance the essential character of the downtown" by limiting structural height so that "structures close to the river not rise above the height of structures farther from the river." The heights for the districts were amended, once, in 2007; since that time, however, the overlay district has remained as it reads in the attached City Code Section 31-403. SPECIFIC REQUEST Browns Creek West LLC, represented by Jon Whitcomb, has submitted a two-part application for the City's consideration of: • The addition of three additional parcels to the Overlay District area. These three parcels are near the intersection of 3rd Street North and Myrtle Street West. The corner parcel is already in the Overlay District area and is zoned CBDBT, Central Business District Blufftop. • The consideration of all four parcels (located at the NE corner of Myrtle Street West and North 3rd Street) be zoned as CBDB, Central Business District Bluffside. REQUEST ANALYSIS Prior to approving a ZAM, the Commission must find that • The public necessity, and the general community welfare are furthered; and • That the proposed amendment is in general conformance with the principles, policies and land use designations set forth in the comprehensive plan. Figure 6.8 in the Downtown Framework plan identifies Myrtle, as well as north and south along 2nd, 3rd and 4th...from the top of the bluff into the core and fringe areas, as important view corridor areas. Wider sidewalks and street trees are recommended as means to help improve the pedestrian experience in this neighborhood. Although the site was indicated as a potential site for the post office, the property has not been developed in this fashion. It is located in the North Hill Residential Downtown District but borders the Public/Institutional District. Three -Parcel Addition The three northerly parcels are located on top of the bluff, directly adjacent to developable land that is in the Overlay District, and directly next door to a municipally -owned and developed parking lot. These parcels, not currently located in the CBD Height Overly District, appear to have been an oversight in the development of the Overlay District area as the Central Business District base regulations indicate no additional height limitations. Four -Parcel Map Amendment The applicant has indicated that the request to change the zoning is to allow for an increase in the height allowed in the CBDBT, Central Business District Blufftop; this district allows for no greater than three stories and 35' in height. The request, if approved, would place all four parcels into the CBDB, Central Business District Bluffside, area is permitted to have a maximum height of 4 stories and 45'. The applicant has indicated this request comes before the City to allow for the development of this property to occur. As written in the narrative request, the applicant attests that with the proposed amendments in place, a residential housing development could be placed on this corner; the increase in height would allow for setbacks from the property lines to help maintain sufficient sight lines at this intersection. Furthermore, the addition of one additional story would accommodate underground parking, as the (approximately) 14,000 square foot lot has limited developable land area. The four parcels are located across the street from an undeveloped parcel also owned by Trinity Lutheran Church. It was the site of the former post office and the owner has obtained a Design Permit for an addition to the existing church. That addition will be located at the NW corner of that intersection. The zoning of the adjacent parcel is PA - Public Administration; the PA district has a maximum height of two stories and 35'. The property at the SE corner, 106 3rd Street South, is zoned RCM, Medium Density, Multiple -Family Residential District. This district's maximum height is three stories. Therefore, the proposed parcels, if amended, would have a maximum height greater than that which is located directly across each of the adjacent streets. Also, the bluffside height overlay areas were originally intended to be located along the bluff, not on top of them as would be the case with this request. Since height would be masked by building along the bluff (as opposed to on top of the bluff), an extra story was allowed in the bluffside height overlay area. Said another way, the extra story on a bluffside property would not block river views of upland properties. However, if the extra story is added on a blufftop property, it would more likely block views from surrounding upland properties. Case No. 2016-43 CPC: December 14, 2016 Page 2 of 3 ALTERNATIVES A. Approval If the Planning Commission finds the proposal, or a portion thereof, to be consistent with the provisions of ZAM, the Commission should forward a favorable recommendation of approval of both of the ZAM requests. B. Table If the Planning Commission finds that the application is not complete enough to make a decision, it could continue the review for additional information. C. Denial If the Planning Commission finds the proposal, or a portion thereof, is not consistent with the provisions of the ZAM regulations, the Commission should forward recommendation of denial to the City Council. The Commission should indicate a reason for such recommendation. FINDINGS AND RECOMMENDATION As the purpose of the overlay district is to "preserve and enhance the essential character of the downtown" by limiting structural height so that "structures close to the river not rise above the height of structures farther from the river," staff finds the public necessity, and the general community welfare are not furthered with the amendment from the CBDBT, Central Business District Blufftop to the CBDB, Central Business District Bluffside. Additionally, as the proposed Zoning Map Amendment would allow for the development of a building that is another story greater than any adjacent property to the north, west, and south, the proposed amendment is not in general conformance with the principles, policies and land use designations set forth in the comprehensive plan. Therefore, staff makes the recommendation the Commission recommend denial of these applications. ATTACHMENTS Downtown Height Zones map City Code Section 31-403 Site Location Map Applicant Narrative Washington County Reference Map Parcel Line Drawing Case No. 2016-43 CPC: December 14, 2016 Page 3 of 3 illwater Planning Department Sec. 31-403. CBD height overlay districts. (a) Purpose. The city council finds that the Central Business District (CBD) has been the core area of the city and its most identifiable resource. Since 1930 when Lowell Park was established through the generosity of Elmore Lowell and the cooperation of the Federal Government WPA program, Lowell Park and the downtown have served as the gateway to the city. The CBD has become a desirable place to work, shop, live and enjoy cultural and recreational activities and it is therefore apparent that regulations be adopted that will preserve and enhance the essential character of the downtown and that structures be limited in height in order that structures close to the river not rise above the height of structures farther from the river. (b) Height standards. In addition to, and not in lieu of other official controls, all buildings and uses hereafter proposed for construction, whether on existing vacant parcels or parcels being vacated because of the intentional demolition of an existing structure, are subject to the standards, regulations and provisions of the Central Business District height overlay districts as contained in this Section 31-403 (1) CBDR—Central Business District Riverside. (2) Freestanding building. The maximum height of a freestanding building in the CBDR height overlay district is 1.5 stories, but not to exceed 20 feet. Height is measured from the front street level. ii. lnfill building. For vacant lots immediately adjacent tot an existing building: the height of the infill building is to be within 10% (higher or lower) of the height of the adjacent building or buildings. If the infill building is between adjacent buildings, then the height of the infill building is to be within 10% (higher or lower) of the average height of the adjacent buildings on both sides. CBDP—Central Business District Parkside. Freestanding building. The maximum height of a freestanding building in the CBDP height overlay district is 2.5 stories, but not to exceed 30 feet. Height is measured from the front street level. ii. lnfill building. For vacant lots immediately adjacent t 2 an existing building: the height of the infill building is to be within 10% (higher or lower) of the height of the adjacent building or buildings. If the infill building is between adjacent buildings, then the height of the infill building is to be within 10% (higher or lower) of the average height of the adjacent buildings on both sides. (3) CBDH—Central Business District Historic. (4) Freestanding building. The maximum height of a freestanding building in the CBDH height overlay district is 3 stories, but not to exceed 37 feet. Height is measured from the front street level. ii. lnfill building. For vacant lots immediately adjacent to3 an existing building: the height of the infill building is to be within 10% (higher or lower) of the height of the adjacent building or buildings. If the infill building is between adjacent buildings, then the height of the infill building is to be within 10% (higher or lower) of the average height of the adjacent buildings on both sides. CBDB—Central Business District Bluffside. Freestanding building. The maximum height of a freestanding building in the CBDB height overlay district is 4 stories, but not to exceed 45 feet. Height is measured from the front street level. ii. lnfill building. For vacant lots immediately adjacent too an existing building: the height 1 of 2 10/1/2013 10:00 AM of the infill building is to be within 10% (higher or lower) of the height of the adjacent building or buildings. If the infill building is between adjacent buildings, then the height of the infill building is to be within 10% (higher or lower) of the average height of the adjacent buildings on both sides. (5) CBDBT—Central Business District Blufftop. (c) Freestanding building. The maximum height of a freestanding building in the CBDBT height overlay district is 3 stories, but not to exceed 35 feet. Height is measured from the front street level. ii. lnfill building. For vacant lots immediately adjacent toy an existing building: the height of the infill building is to be within 10% (higher or lower) of the height of the adjacent building or buildings. If the infill building is between adjacent buildings, then the height of the infill building is to be within 10% (higher or lower) of the average height of the adjacent buildings on both sides. General regulations. In all CBD height overlay districts the following regulations will apply: (1) For flat roofed buildings, height will be measured from the lowest street curb level to the highest parapet wall of the proposed building. (2) For peaked roofed buildings, height will be measured from the lowest street curb level to the highest roof peak of the proposed building. (3) In areas within the flood plain as depicted on the FEMA "Flood Insurance Rate Map," height will be measured starting from one (1) foot above the regional flood elevation of the property. (4) All properties abutting on Main Street with frontage on more than one street must have height measurements taken from the Main Street side. (5) All properties along Third Street must have height measured from the Third Street side. (6) Building s existing on April 18, 2006 will, for the purpose of this ordinance, will be in lawful height conformance for purposes of improvements, repairs, remodeling, or refinancing. This provision will not apply to buildings that are intentionally demolished. For purposes of calculating the height of an infill building, "immediately adjacent to" is synonymous with "adjoining" and " does not include buildings that are on the opposite side of a street, alley, or open space of any kind. For purposes of calculating the height of an infill building, "immediately adjacent to" does not include buildings that are on the opposite side of a street, alley, or open space of any kind. For purposes of calculating the height of an infill building, "immediately adjacent to" is synonymous with "adjoining" and does not include buildings that are on the opposite side of a street, alley, or open space of any kind. For purposes of calculating the height of an infill building, "immediately adjacent to" does not include buildings that are on the opposite side of a street, alley, or open space of any kind. For purposes of calculating the height of an infill building, "immediately adjacent to" does not include buildings that are on the opposite side of a street, alley, or open space of any kind. 2 of 2 10/1/2013 10:00 AM City of 'water Community Development Department Road centerlines CBD Height Overlay Dist Riverside -1.5 stories/20' Parkside - 2.5 stories/30' Historic - 3 stories/37' Bluffside - 4 stories/45' Bluff Top - 3 stories/35' City of Stillwater Downtown Height Zones 0 The Birthplace of Minnesota 107 3rd Street North C2 Subject Properties Municipal Boundary Parcel Boundaries 105 210 General Site Location Planning Commission Narrative November 1, 2016 107 3rd St. North Stillwater, MN Commission members and Staff, In the process of working on and acquiring the building site at 3rd Street North and Myrtle, it has come to the attention of the City staff and myself as applicant, that there are 4 parcels all adjoined, and only one of the parcels is included in the downtown overlay district. With a potential of future site development I am requesting that the other 3 parcels be included in the Height overlay district, and a map amendment be approved. FINDINGS: Due to the limiting site size, conditions, steepness of grade on the South side fronting on Myrtle Street. The public welfare and safety at Myrtle and 3rd Streets will be greatly improved, if any future building is set back from the corner as much as reasonably possible, not having a zero lot setback line situation like two of the corners currently have. To allow for underground parking will be needed to properly develop the site. I am requesting that a map amendment be made and the following three parcels be added to the map with the zoning of "Bluffside" (see map) PID# 28.030.20.42.0169 28.030.20.42.0059 28.030.2042.0060 The map amendment change will provide the zoning needed to develop the sites in the future to create proper parking, access and building design. Final plans and building detail will be created in the future based on the above request, and the Commission and Council will have full review and further approval consideration when submitted. Applicant: Jon Whitcomb 'Ta Minn :� bounty 150 150 000 108 110 118 116 114 112 106 Created on 11/1/2016 104 120 50 A09 55 110 220 Feet I 1 1 1 1 t I J �0r1- 123 41S 5$_ MAP FOR REFERENCE ONLY NOT A LEGAL DOCUMENT This drawing is the result of the compilation and reproduction of land records as they appear in various Washington County offices. The drawing should be used for reference purposes only. Washington County is not responsible for any Inaccuracies. 86 L.F.-12" RCP 0 28.5!_{ STMF 0No 1 to INV 738,0 N 1`" ta NV 742.9 SW • f18"`a CB A % RIM 747.4 INV 744.5 C= C RI 748.' INV 743.1 0.1 4" DRAINTTLE INV 9'D 0 • CS lIf41 '1 J k: eSt "P112 � ELF.-12" RCP fill AT/PARCEL PER WARRANTY DEED NO. 932081 F 00 60 L.V2" R;Cb�•-Or1 00 nCK 3a • 1201 L .-12r crr '- 1.0% CHURCH PARCEL t PER WARRANTY 4 yN DEED DOC. NO. 11�,..1 FIN' 3.i03357 HOUSE 'tom 1 li, Cf,1 Y5i`�`LVa.1lr:Nlt� g. FFr yt; • 1ti1` 3 ;7 e,31 c1 rl+ • EXISTING I•IOUSE 705.0 ' 4a 5. 0-5 y..1 - w G1 13/ 3° 3 r >� 451 s��•�'+ yam.. 0• 80 LF.-12" RCP 0 2.5% ( 3 +..9 fiLOOR FI EV =71 1.C, `rr ` • FL000 FLOOR SCR FLOOR EXISTING CB AND STORM TO BE ABANDONC BY.ID TIERS �~ l INV 712.5 EL.EV-723.0 ELEV=731.7 ELEV==740.6 LOWELL PARCEL PER QUIT CLAIM - DEED DOC. NO. 3829045 LOWELL INN a 12 srmii R M=7+'fWW.3 • 444/— 700.4 EGDE OF COI1C.WAL- UNDER S'rPEET []- i } } } • Fi.Q10i1 E, rtr,+703.7 STS L VitALK AOOVE r-- ur,,• pr.1 _ pV W SCSjoifigi E:X.Ci 11110 BLIP DINO 111.111d irde ' 1I E BIRTPIPIACE 9 F MINNFSOITA PLANNING COMMISSION MEETING DATE: December 14, 2016 CASE NO.: 2016-44 APPLICANT: Tom Tierney, property owner REQUEST: Consideration of a 14' variance to the 30' Front Yard Setback [City Code Section 31-308(b)(1)] from Second Street North for the construction of an addition to the existing garage on the property located at 803 Willard Street West ZONING: RA - One Family COMP PLAN DISTRICT: LDR: Low Density Residential PREPARED BY: Abbi Jo Wittman, City Planner REQUEST Tom Tierney is requesting a 14' variance to the required 30' Front Yard Setback for the extension of an existing garage, with second story living area, to be located 16' from the front property line. The property was recently purchased with the intent of 'popping the top' of the existing structure. However, the applicant has indicated this alternative is not economically feasible. APPLICABLE REGULATIONS AND ANALYSIS The purpose of the variance is to "...allow variation from the strict application of the terms of the zoning code where the literal enforcement...would cause practical difficulties for the landowner." In addition to the requirements, below, Section 31-208 indicates "[n]onconforming uses or neighboring lands, structures or buildings in the same district or other districts may not be considered grounds for issuance of a variance" and "...a previous variance must not be considered to have set a precedent for the granting of further variances. Each case must be considered on its merits." Section 31-208 further indicates: • Economic considerations alone do not constitute practical difficulties. • A previous variance must not be considered to have set a precedent for the granting of further variances. Each case must be considered on its merits. The applicant must demonstrate that: The variance is in harmony with the general purposes and intent of this chapter. The general purpose and intent of the Zoning Code is to regulate and restrict use of land for the protection of public health, safety and welfare. The purposes of the Front Yard Setback are in part to maintain an open, unoccupied and uniform space for aesthetic and environmental benefits which would preserve a uniform streetscape in residential neighborhoods. The RA, One -Family Residential District, does indicate: "where a uniform front yard setback exists which is less than 30 feet, any building or structure erected, structurally altered or enlarged may conform to the established setback but in no case a setback of less than 20 feet will be allowed. Where a uniform front yard setback does not exist the minimum required setback shall be the average of the setback of the two adjacent main buildings; or if there is only one adjacent main building, the setback of the main building shall govern, but in no case shall a setback less than 20 feet be allowed or great than 30 feet be required." The 16' setback is not in harmony with the general purposes and intent of the zoning code. While the property to the north has a garage setback of (approximately) 22', the garage setback on the property across River Heights Drive is approximately 30'. However, the property to the east, 5 River Heights Drive, has a garage set back (approximately) 20'. The variance is consistent with the comprehensive plan. There are no application elements that are in conflict with the Comprehensive Plan. The applicant for the variance establishes that there are practical difficulties in complying with this chapter. "Practical difficulties," as use in connection with the granting of a variance, means that all of the following must be found to apply: The property owner proposes to use the land in a reasonable manner for a use permitted in the zone where the land is located, but the proposal is not permitted by other official controls; While the property contains a two -car garage, neither the size of the garage nor the living space of the home are satisfactory to the new homeowner. It is reasonable to have a two -car garage on a residentially -zoned property. While the applicant has acknowledged that alternatives exist for the property that would not require a variance, it has been indicated that those alternatives are not economically feasible. The plight of the landowner is due to circumstances unique to the property and that are not created by the landowner; and There is no uniqueness with this property as a two -car garage exixts and is in conformance with the Zoning Code setback provisions. The garage was in existence at the time of the purchase of the new home and the City's zoning district regulations have not changed since the time of purchase of the home. The variance, if granted, will not alter the essential character of the locality. Although the structure is on a corner lot, and is viewed as having duel front yard areas, the garage's encroachment into the Front Yard Setback area adjacent to North 2nd Street would alter the essential character of the neighborhood in that greater ground floor Case No. 2016-44 CPC: 12/14/2016 Page 2 of 3 garage space will be closer to the property line. Additionally, as second story living space is proposed for this addition, the two-story design will be situated very closely to the right-of-way. As the house is situated on a slight hill in this location, this portion of the home, being closer to the street, will have a looming appearance along this streetscape. ALTERNATIVES The Planning Commission has the following options: 1. Make the finding that practical difficulties do exist for the property owner and approve a 14'variance to the 30' Front Yard Setback [City Code Section 31-308(b)(1)] from North 2nd Street for the construction of a 22'X26' garage addition, with second story living area, at the property located at 803 Willard Street West, with or without conditions. The Planning Commission may impose conditions in the granting of a variance. A condition must be directly related to and must bear a rough proportionality to the impact created by the variance. If the Commission were to find practical difficulties do exist for the property owner, staff would recommend the following conditions: a. Plans shall be substantially similar to those on file with the Community Development Department's Case No. 2016-44. b. A building permit shall be reviewed and approved prior to any construction occurring on the property. c. The garage, and second story addition, will have similar color and materials as the residence. d. Major exterior modifications to the variance permit request shall be reviewed by the Planning Commission as per Section 31-204, Subd. 7. 2. Make the finding that practical difficulties have not been established and deny the variance, with or without prejudice. 3. Table the application and request additional information from staff or the applicant. FINDINGS AND RECOMMENDATION On the basis that the application is not in harmony with the intent of the zoning ordinance and the applicant has not established practical difficulty, staff recommends denial of the variance request. ATTACHMENTS Site Location Map Narrative Request Certificate of Survey Proposed Site Plan Proposed Floor Elevation Case No. 2016-44 CPC: 12/14/2016 Page 3 of 3 LLJ IJJ EAST HAZEL STREET G �.qS ct I' H u) P 111 The Birthplace 1Wa of Minnesota ter Z:// ' W " : a __ . LLI ... 1 u) �,� W r� s 1 River Heights Drive EAS _--' ; �::... w J C2 Subject Property a..— Municipal Boundary Parcel Boundaries OCC Z 1801 308 1 E POPLAR m z STREET 0 105 210 420 Feet 10,,.., General Site Location 305 0 ,,,,A ii 1710• r.,..- 7 ----` ...,.._.._r iIs I ► o 1 � `. o RIVER HEIGHTS DRIVE 1621 �� \ 'N.."...} _.. • 17 November 18, 2016 We have lived in Stillwater for over 40 years, 9 years in Croixwood, and 31 years at 717 Pine Street. Four months ago we decided to downsize and moved to One River Heights Drive with the idea of adding a second story with a bedroom, bath and storage area. To our surprise our contractors bid was over $500,000, he even suggested he could tear it down and rebuild for about the same amount of money. We were thinking around $250,000, back to the drawing board. I was actually talking with our new neighbor Steve Kester about our predicament and it was his idea to put a garage on the North West side of our house (his side). It's actually a better solution, the current 50's two car garage is too small for two cars, and I was planning on leaving my car out year round. So our plan "B" is to add a garage with a bedroom and bath above thus creating a need for this variance. Why the need for an additional bedroom, we have 4 children, 2 of whom live in Colorado and Montana, 2 that live in Stillwater with 8 grandchildren. I would like a second garage to store the lawn mower, snow blower, workbench, tools, our car and my pottery wheel with which I do projects with the grandkids, and when our children visit from out-of-state it would be nice to have an extra bedroom for them to stay. Second guessing ourselves, our plan was always the second story addition which our designer indicated wouldn't require a variance and adding on the NW side was never a consideration. I believe this variance is a reasonable request. All the surrounding homes have what I believe are special characteristic of their properties. They are all angled at various degrees to take advantage of the view. Measuring the distance from Steve and Janet's garages to the street they both are around 36' we are not far off from that. Both Steve and Janet said they would also write a letter supporting the variance. Steve Kiester — to our left — 2nd Street North Janet Jezior - on our right — River Heights Drive Across the street: Stillwater Golf Course Any questions please don't hesitate to call. Thank you for considering our plan. Tom and Paula Tierney 1 River Heights Drive Stillwater, MN 55082 THIS SURVEY MADE EXCLUSIVELY FOR; JOHN SCHEEL 1 RIVER HEIGHTS DRIVE STILLWATER, MN 55082-4272 GRAPHIC SCALE 0 ZO 40 EO SCALE 1 INCH = 40 FEET ECEWIE AUG 0 9 2001 WASHINGTON COUNTY SURVEYOR 60 r� 14 0 60 CERTIFICATE OF SURVEY Q a Od : • THAT PART OF TRA ' T A, REGISTERED LAND SURVEY NO. 7, CITY OF STILLWATER, WASHINGTON COUNTY, MINNESOTA. ,-- N. Line of Tract A R.L.S. No. 7 ,, l A r Y�► Ao 30.6 S00'40'38 "E SW Cor. of Tract A R.L.S. No. 7 '44 576 106 R. li r �-NE Cor. of Tract A • L i .L.S. NO. / N8975'35"E 1 0 f V 4J . 41 f NOTES; o - Denotes 1/2 Inch Iron pipe monument set marked with a plastic cap inscribed ANEZ RLS 13775. • - Denotes Iron pipe monument found and marked with a plastic cap Inscribed ANEZ RLS 13775 (Set on previous survey). Rec. - Refers to record values of Registered Land Survey No. 7 . & Cartl & Schulenburg s Addition. - This parcel contains 13,846 square feet more or less. B I.%`- SE Cor. of TTract A R.L.S. No. I 1�— 12.1E i r� N89 �� 4'12„ R.L S. Nof 7Tract A N RIVER ER HEIGHTS DRIVE E (PLATTED AS EAST BALSAM STREET) , -, 200.04 `s. N ft7 200.01 DESCRIPTION PER CERTIFICATE' OF TITLE NO, 51339 All that part of Tract A', REGISTERED LAND SURVEY NO. 7. according to the files and records In the office of the Registrar of Titles in and for Washington County, Minnesota; descarrbed as follows, to -wit: Commencing al the Southwest comer af,sofd Tract 'A", thence North along the West line of sold tract One hu,dred twenty -sewn (127) feet to a point, thence In a straight line to u paint Two (2) feet South of the Northeast corner of said Tract "As, thence South along the East line thereof to the Southeast toner, thence West along the South line thereof to the point of beginning. Rec. i 152 J `� NOCi J9'53"W 151.79 0 U6332 JOEL T. ANEZ 3343 LANGLY COURT NORTH P.O. BOX 241 LAKE ELMO, MN 55042 (651) 777-0024 r�_ T• 1 � J I ' I r'- AUG 001 W HINGTO CO 1TY SURVEYO E.4Cr��1 I I I hereby certify',''`fhgt' this survey, plan or report was prepared by me or and ;(my, direct supervision and that / am a duly Licensed Land urwe.) -w der"tthci larr." of the State of Minnesota. {14t Tr• Joel fi Anez Minnesota L. 41.3775 Date t5.11 NOTE: 0fficlol •.copies ,ora.rcrimp sealed. MFla Mir Floc 134-4.d.11, 3'-4" 5'- 13'-4" r L TYPICAL 12" CMU WALL WITH #6 BARS AT 32" 0.C. OR #5 BARS AT 24" 0.C. CENTERED IN WALL. 21'-0" 0" 20'-0" fl 12"X20" CONTINOUS CONCRETE FOOTING WITH 2-#5 CONTINUOUS BARS NEW 4" CONCETE SLAB OVER 4" COMPACTED SAND AND GRAVEL BASE. CO 2'-0„ L 5'-0" 12'-0" 5'-O" 22'-0" EXTEND EXISTING 2'-8" \\\ \\\ WIDE CMU WINDOW OPENING \\ \\ DOWN TO TOP OF FOOTING. \ \ \ \ \ N \ \ N I I I I I I EXISTING PIPE COLUMN NEW 30"X30"X12" FOOTING (DASHED) - SEE 2/A2)) NEW 3" DIA. STANDARD PIPE COLUMN (SEE 2/A2 FOR BASE PLATE, TOP PLATE AND ANCHORAGE DETAILS) EXISTING PIPE COLUMN \ L__ 4' NEW 2X4 STUD WALL WITH 5/8" GYP BD BOTH SIDES NEW 2'-4" DOOR __J G' EXTEND EXISTING 2'-8" WIDE CMU WINDOW OPENING DOWN TO TOP OF FOOTING. NOTE: LOCATE NEW 12" CMU FOUNDATION WALL 5/8" BACK FROM FACE OF EXISTING BRICK. OVERHANG NEW BRICK 5/8" OVER FOUNDATION WALL TO ALINE WITH EXISTING BRICK AND TO PROVIDE A 1" CAVITY WALL (SEE TO DETAIL _/A2 FOR CAVITY WALL CONSTRUCTION)) FOOTINGS, FOUNDATION WALLS AND LOWER LEVEL PLAN ,.A2 SCALE: 1/4"=1'-0" LOWER LEVEL AREA SUMMARY: NEW GSF: 616 GSF EXISTING GSF: 1,595 GSF GARAGE AREA SUMMARY: NEW GARAGE NSF: 530 NSF EXISTING GARAGE NSF: 466.66 NSF TOTAL GARAGE NSF: 996.66 NSF I I I 1 NEW DRAIN LINE WITH NEW RADON EXHAUST INSTALLED BELOW PLUMBING FROM NEW ADDITION. 7 1 PROVIDE CASEMENT EGRESS WINDOW (MARVIN CUCA3248) (USE EXISTING WINDOW OPENING - SEE 2/A5) PROVIDE 18 GAUGE GALVANIZED CORRUGATED STEEL WINDOW WELL I I 1 NEW 4" CONCETE SLAB OVER 15 MILL VAPOR BARRIER OVER EXISTING UNEXCAVATED SOIL EXTEND EXISTING 48" WIDE CMU OPENING DOWN TO SOIL LEVEL AT UNEXCAVATED SPACE. (SEE 2/A5) EXISTING W8X17 STEEL BEAM 6"X6"X3/8" STEEL TOP STEEL PLATE (TACK WELD OR BOLT TO BOTTOM OF W8X17) NEW 3" DIAMETER STANDARD STEEL PIPE COLUMN. 10"X10"X1/2" STEEL BASE PLATE (SET PLATE IN 3/4" GROUT BED AND ANCHOR WITH FOUR 1/2"X5" EXPANSION ANCHORS) 4" CONCRETE SLAB 11 11 „I I„0 u u NEW 30"X30"X12" FOOTING NEW PIPE COLUMN AND FOOTING DETAIL A2 / SCALE: 1 "=1'-0" A2 ' 1I E BIRTPIPIACE 9 F MINNFSOITA PLANNING COMMISSION MEETING DATE: December 14, 2016 CASE NO.: 2016-45 APPLICANT: Tim Freeman, representing Lois Kohns, property owner REQUEST: Consideration of a land division for the property located at 1020 Owens Street North ZONING: RB - Two Family COMP PLAN DISTRICT: LMDR - Low/Medium Density PREPARED BY: Abbi Jo Wittman, City Planner APPLICANT REQUEST Lois Kohns owns the 1.7 acre lot located at 1020 Owens Street North, directly across the intersection of Owens Street North and Wilkins Street West. This parcel has never before been platted, merely been carved by metes and bounds description from larger land parcels in the past. The property owner's representative, Tim Freeman of Foltz, Freeman, and Erickson, is proposed to split a single 85' wide by 324' long parcel off of the southern edge of the property. The new, southern parcel would be sold to a third party. APPLICABLE REGULATIONS City Code Section 31-308, RB - Two -Family District, indicates the proposed minimum dimensional standards are as follows. The proposed dimensional standards satisfy all dimensional requirements for this zoning district. MINIMUM REQUIRED PARCEL A PROPOSED PARCEL B PROPOSED LOT AREA 7,500 s.f. 45,684 s.f. 27,540 s.f. LOT WIDTH 50' Single Family 75' Two -Family 141' 85' LOT DEPTH 100' 324' 324' MAXIMUM STRUCTURAL COVERAGE 25% 5,684 s.f. N/A1 ' The new structure will be required to comply with the aforementioned City Code Section, in addition to all infiltration requirements for the Middle St. Croix Watershed Management Organization (MSCWMO). SITE IMPROVEMENTS No site improvement are proposed to be installed as a part of this subdivision. However, as the lot split will result in the creation of an additional parcel of land, water and sewer hookup charges will be applicable to this property in addition to the water and sewer access charges (WAC/SAC). WAC/SAC fees are paid for at the time of construction of the new home on the southern lot, whereas the hookup charges will need to be required prior to the release of executed mylar plats or approved deeds. DEVELOPMENT FEES The following fees shall be due as part of this subdivision: Fee Calculation Total Sanitary Sewer Hookup Flat Rate (Annually Adjusted) $3,9662 Water Hookup Flat Rate (Annually Adjusted) $3,9662 Park & Trail Dedication3 $2,000 (park) + $500 (trail)/new lot $2,500 $10,432 ALTERNATIVES The City Council has several alternatives. A. Approval. If the proposed subdivision is found meet all development standards for the division of land, the Planning Commission should forward a favorable recommendation of approval to the City Council. Conditions of approval found in the Resolution include: 1. Utility service connection plans must be submitted to and approved by the Stillwater Public Works Director prior to City signing off on the deeds for their recording with the County. 2. An escrow for utility service connection construction may be required at the Public Works Director's discretion. The amount would be determined by the Public Works Director. If an escrow is required, it must be deposited with the City prior to commencing any utility work within the City's road right of way. 3. The total amount due for all of the development impact fees is $10,432. This amount must be submitted to the City prior to the release of executed deeds or plat mylars from City offices. 4. A five foot wide drainage and utility easement along the north and south sides, and a ten foot wide drainage and utility easement along the east and the west sides, must be created for each Parcel A and Parcel B. The easements are to be approved in form and content by the City Attorney prior to release of the Parcel 2 deed for filing with Washington County. The easements will need to be filed by the landowner 2 Resolution No. 2015-225 established 3 Ordinance No. 963 established a park and trail dedication requirement for "any proposed subdivision." Case No.2016-45 CC: 12/14/2016 Page 2 of 3 together with the deed. Proof of filing will be required prior to issuance of a building permit for Parcel B. 5. The design of any new residences on Parcel B shall require design review and approval by the Heritage Preservation Commission. Review and approval shall conform to the standards set forth in the Stillwater (a/k/a Neighborhood) Conservation District. B. Denial. If the Commission finds the subdivision is not in conformance with the standards set forth for the division of land, the Commission should move to deny the application. C. Table. If the Commission needs additional information to process the application request, the Commission should table the matter and request additional information from the applicant or staff. RECOMMENDATION Staff finds the requested subdivision to be reasonable and consistent with the City's Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. Therefore, staff would recommend approval with the conditions identified in the attached Resolution. ATTACHMENTS Site Location Map Minor Lot Subdivision Plan Case No.2016-45 CC: 12/14/2016 Page 3 of 3 V Z —�- w �� Ct w ~ ji11water _1 tit NORTH m — �!!4 The Birthplace of Minnesota Nril .6b f `"�b.7_C� .� • _4 _ _ i S 1020 Owens Street North f` fig' .-_. Subject Property ,,.._Municipal Boundary - Parcel Boundaries O 0 5W G WEST 0 130 260 520 Feet I— General Site Location w f Cn1001 625 • 1 • _......_.._II f� _ 930 z 927 II 917 703 H 920, W ; W 918 91 , • 1 o/ p 1 1 • T.T. A 31117�i�DAr1ER11 0 - 522 j —'��� ^ai0d�1a3�l1 110 y$'1 ..... 'f'q 4` I.704 622 U.. ., 608 .' fr �.._.._.._.._.._.._.._.._.. 1*y._.._..\�. _� a} 1r 1 - ELM STREET lii 11319 SURVEY FOR: Lois Kohns 5863 Oakgreen Court North Stillwater, MN 55082 EXISTING LEGAL DESCRIPTIONS: Warranty Deed Doc. No. 347940: The North Two Hundred Twenty (220) feet of the East Three Hundred Fifty Four (354) feet, except the East Thirty (30) feet thereof, of the North Half of the Northwest Quarter of the Northwest Quarter of the Northwest Quarter (N t/z of NW 1/4 of NW 1/4 of NW 1/4) of Section Twenty Eight (28), Township Thirty (30) Range Twenty (20) in the County of Washington, State of Minnesota according to the records on file thereof in the office of the Register of Deeds, Washington County, Minnesota. AND Quit Claim Deed Doc. No. 381024 The South Six (6) feet of the following described parcel: All that part of vacated West Wilkins Street lying East of the Southerly Extension of the West Line of Lot Seven (7), Block Seven (7), Cooper's Addition and lying West of the West line of North Owen Street, as now located. PROPOSED LEGAL DESCRIPTIONS: PARCEL A LEGAL DESCRIPTION The north 135.00 feet of the east 354.00 feet of the North Half of the Northwest Quarter of the Northwest Quarter of the Northwest Quarter of Section 28, Township 30 North, Range 20 West, City of Stillwater, Washington County, Minnesota lying westerly of the east 30.00 feet thereof. AND The South Six (6) feet of the following described parcel: All that part of vacated West Wilkins Street lying East of the Southerly Extension of the West Line of Lot Seven (7), Block Seven (7), Cooper's Addition and lying West of the West line of North Owen Street, as now located. PARCEL B LEGAL DESCRIPTION The south 85.00 feet of the north 220.00 feet of the east 354.00 feet of the North Half of the Northwest Quarter of the Northwest Quarter of the Northwest Quarter of Section 28, Township 30 North, Range 20 West, City of Stillwater, Washington County, Minnesota lying westerly of the east 30.00 feet thereof. FND 1/1" IP. OPEN G.13 Fr SOUTH AND , r`, f 1.79 FT WEST OF CDR. CHAIN LINK FE 22 FT WEST OF E f '2 //♦ 6 FT CHAIN LINK FENCE 2..4, F7 -``�_ WEST OF LINE 1-No 1/2 " IP. 7997 3.75' FT SOUTH AND 0.96fir EAssofCoe.--- • r— Ir.• � • • ./ ♦♦ • •A.,t�i 1l �% �i H❑USE 30 NV 14/zzKENs TSTRET C23° CERTIFICATE OF S UR VEY MINOR SUBDIVISION 9Ce O BAD FND 1/2" I RLS 27 589 °91Y8' K/ 113.39\ 5 FT CHAIN LINK FENCE 3.8 FT �! SOLI , OF LINE 1 .1 eob e# eel �L- WDS O EARAE 21O.6 9�� GARAG 9`/6 N89°4'118'E 3,Z4'.01 PI4RCEZ B N89"/1!18 E 0 ,4' ,� '�'i: i /♦ 11r w O THE NORTH LINE OF O NW1/9f of NW1/9f OF NW1/%/ BRICK FIREPLACE ON LINE ----- 1 O 5 FT CHAIN LINK i FENCE 3.8 FT � SOUTH OF TINE 07 Folz, Freeman, Erickson, Inc. LAND PLANNING • SURVEYING • ENGINEERING 12445 55TH STREET NORTH LAKE ELMO, MINNESOTA 55042 Phone (651) 439.8833 www.ffe-inc.com LEGEND 0 DENOTES SET %2 INCH DIA. BY 16 INCH IRON PIPE MONUMENT MARKED WITH A PLASTIC CAP INSCRIBED "FREEMAN LS 16989", UNLESS SHOWN OTHERWISE • DENOTES FOUND MONUMENT, SIZE AND MARKINGS AS INDICATED NOTES 1) ELEVATIONS ARE NGVD MEAN SEA —LEVEL, 1929 ADJUSTMENT 2) ORIENTATION OF THIS BEARING SYSTEM IS BASED ON WASHINGTON COUNTY COORDINATES, NAD83, 1986 ADJ. 3) CONTOURS TAKEN FROM MARK HURD AERIAL SURVEYS, INC. PHOTOGRAMETRIC PROCESS DONE FOR CITY OF STILLWATER PARCEL BUILDING COVERAGE PARCEL A — TOTAL LAND AREA IS 45,000 SQUARE FEET PARCEL B — TOTAL LAND AREA IS 27,000 SQUARE FEET BUILDING AREAS: HOUSE _ SHED = LARGE GARAGE = SHED = SHED = 2248 SQ. FT. 500 SQ. FT. 1948 SQ. FT. 248 SQ. FT. 140 SQ. FT. TOTAL BUILDINGS = 5684 SQ. FT 25% OF PARCEL A = 11250 SQ. FT. ALLOWED PARCEL B IS CURRENTLY A VACANT PROPERTY ORIGINAL SCALE 1 INCH = 30 FEET 15 30 SCALE IN FEET I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the Laws o the State ofNfinnesota. 11/18/16 Timothy .� •eman, L Minnesota icense No.'16989 Note: Official Copies of this map are crimp sealed Date Map No. 16-130D CERTIFICATE OF SURVEY © 2016 Folz, Freeman, Erickson, Inc. All Rights Reserved 7 Ft E B. R T N P I C E 9 F MINNFSOITA PLANNING COMMISSION MEETING DATE: January 14, 2014 CASE NO.: 2014-40 APPLICANT: Madeline Fyten, applicant REQUEST: Request for an extension of Special Use Permit 2014-40 for a proposed Brewery and Tap Room facility to be located in the structure located at 114 Chestnut Street East ZONING: CBD-Central Business COMP PLAN DISTRICT: DMU-Downtown Mixed Use PREPARED BY: Abbi Jo Wittman, City Planner BACKGROUND In December, 2014, the applicant gained conditional approval of a Special Use Permit for a micro -brewery in the basement of the structure located at 114 Chestnut Street East. The operation would be known as St. Croix Brewery. A tap room, a use similar to a restaurant, was approved to be located on the main floor of the structure. REQUEST The applicant has requested the Planning Commission's consideration of a one-year extension of Special Use Permit 2014-40 for a micro -brewery and taproom to be located at 114 Chestnut Street East. The request comes before the City has the property owner and applicant had to make unforeseen but necessary changes to the interior of the structure in order to accommodate this change of use. APPLICABLE CITY CODE City Code Section 31-204, Subdivision 6(b) indicates "a permit may be extended for an additional period not to exceed one year by the board or official that approved the permit." RECOMMENDATION Staff recommendation approval of a one-year extension of Special Use Permit 2014-40. ST. CROIX BREWING COMP NY, LLC 114 Chestnut Street Stillwater, MN 5 082 11/15116 Abbi Jo Wittman City Planner 216 4th Street North Stillwater, MN 5 082 Clear Abhi, I am requesting a one year extension on my St. Croix Brewery project. My contractors have concluded the demo of the basement and are currently in the middle of construction of the basement buildout for the brewery installation, Some of the brewery equipment is now in the Twin Cities in storage waiting to be installed, while the remaining equipment will be shipped and installed in the first quarter of 2017. My contractors have started work with my architect on the plans for the main floor Tap Room renovations. Our plan has us finishing up the Tap Room in the Spring of the year, Our family along with our contractors have doing quite a bit of clean up in the gardens over the past year_ We have been fortunate to have been contacted by former owner Lydia Hansen and she offered her landscaping notes and plans of the gardens when they owned the property_ e plan to meet with her and her husband Mark in the near future to review their information and start laying out the garden plans for the spring .and summer of 2017_ As we move into the new year we will begin to analyse the outside structure of the building. Obviously there are many moving parts with the outside renovations. not to mention weather so thisis why I am asking for a year extension. Thank you for you time and help with my project Madeline Fyten Abbi Wittman From: Brian Farrell <brian@northlandregroup.com> Sent: Tuesday, December 06, 2016 3:20 PM To: Abbi Wittman; Bill Turnblad Cc: Darren Lazan; Kendra Lindahl, AICP Subject: Croix Bay Status Update Hi Abbi and Bill, Please find a brief project update for Croix Bay below. Could you also please pass this update along to City Council, the Mayor, and Planning Commission? We want to make sure everyone is up to speed on our progress and our full intent to submit our final plans over the next couple of months. Thank you for your assistance. Hello, I hope the Holidays are treating you well. The purpose of this note is to give you a brief update on where we are at with the Croix Bay senior living community. Currently we are finalizing our site plans, building layouts, internal circulation plans, and organizing all necessary documentation in preparation for our final Project submission which we anticipate to be in mid January. We have incorporated Planning Commission, City Council, City Staff and community feedback where possible, and feel very encouraged with recent project advancements as they appear to address the primary concerns. We are excited to work with you all on our updated Project over the next couple of months to hopefully make this vision become a reality. Please feel free to reach out to me directly should you have any questions. Happy Holidays, Brian Farrell 612-850-8443 1