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2022.08.08 - Packet 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 Tel: (763) 531-1000 • Fax: (763) 531-1188 • www.crystalmn.gov Crystal Planning Commission Agenda Summary Monday, August 8, 2022 7 p.m. Crystal City Hall – Community Room 1. Call to Order 2. Approval of Minutes* a. Monday, June 13, 2022 meeting minutes 3. Public Hearings* a. Rezoning request from Crystal Housing Group for the property at 5232-5256 West Broadway (Application Number 2022-07) b. Miscellaneous amendments to the Unified Development Code (Application Number 2022-08) 4. Old Business - None 5. New Business - None 6. General Information a. City Council actions on previous Planning Commission items: – Variance request from Maria Basurto at 4100 Hampshire Ave N – Subdivision request from Noberg Homes at 6810 – 60th Ave N b. Update from Council liaison c. Staff preview of likely agenda items for Monday, September 12, 2022 meeting 7. Open Forum 8. Adjournment * Items for which supporting materials are included in the meeting packet Page 1 of 3 CRYSTAL PLANNING COMMISSION DETAILED AGENDA Monday, August 8, 2022 at 7:00 p.m. Community Room, Crystal City Hall Commissioners, please call 763.531.1142 or email dan.olson@crystalmn.gov if unable to attend * Items for which supporting materials are included in the meeting packet 1. CALL TO ORDER The regular meeting of the Crystal Planning Commission convened at ______ p.m. with the following members present:  Commissioner (Ward 1) Sears [Vice Chair]  Commissioner (Ward 2) Selton [Chair]  Commissioner (Ward 4) Einfeldt-Brown [Sec. Vice Chair]  Commissioner (Ward 1) Heigel  Commissioner (Ward 3) Maristany  Commissioner (Ward 4) Johnson  Commissioner (Ward 2) Strand  Commissioner (Ward 3) Buck  Commissioner (At- Large) Scholz 2. APPROVAL OF MINUTES * Moved by _______________ and seconded by _______________ to approve the minutes of the June 13, 2022 regular meeting with the following exceptions: Motion carried. 3. PUBLIC HEARINGS* a. Rezoning request from Crystal Housing Group for the property at 5232-5256 West Broadway (Application Number 2022-07). Staff presented the following: The following were heard: Page 2 of 3 Planning Commission discussion: Moved by _______________ and seconded by _____________ to recommend ______ to the City Council of the rezoning application from Crystal Housing Group at 5232-5256 West Broadway. Motion carried. b. Miscellaneous amendments to the Unified Development Code (Application Number 2022-08). Staff presented the following: The following were heard: Planning Commission discussion: Moved by _______________ and seconded by _____________ to recommend ______ to the City Council of the miscellaneous amendments to the Unified Development Code. Motion carried. 4. OLD BUSINESS - None 5. NEW BUSINESS - None 6. GENERAL INFORMATION a. City Council actions on previous Planning Commission items: - Variance request from Maria Basurto at 4100 Hampshire Avenue North Page 3 of 3 - Subdivision request for Noberg Homes at 6810 – 60th Ave N - Rezoning request for Crystal EDA at 4824 – 56th Ave N b. Update from Council Liaison c. Staff preview of likely agenda items for Monday, September 12, 2022 meeting: 7. OPEN FORUM 8. ADJOURNMENT Moved by _____ and seconded by ______ to adjourn. Motion carried. The meeting adjourned at ______ p.m. Unapproved Planning Commission Minutes – June 13, 2022 CRYSTAL PLANNING COMMISSION MINUTES Monday, June 13, 2022 at 7:00 p.m. Council Chambers, Crystal City Hall and Zoom Video Conference 1. CALL TO ORDER The regular meeting of the Crystal Planning Commission convened at 7:00 p.m. with the following members present:  Commissioner (Ward 1) Sears [Vice Chair] X Commissioner (Ward 2) Selton [Chair]  Commissioner (Ward 4) Einfeldt-Brown X Commissioner (Ward 1) Heigel X Commissioner (Ward 3) Maristany [Sec. Vice Chair]  Commissioner (Ward 4) Johnson X Commissioner (Ward 2) Strand X Commissioner (Ward 3) Buck X Commissioner (At- Large) Scholz Other attendees: City planner Dan Olson, City Council Liaison Brendan Banks, Maria Basurto (4100 Hampshire Ave N), John Arnold (representing Noberg Homes), and other interested persons. 2. APPROVAL OF MINUTES Moved by Heigel and seconded by Buck to approve the minutes of the May 9, 2022 regular meeting. Ayes: All Nays: None Motion carried. 3. PUBLIC HEARINGS a. Variance request from Maria Basurto for a garage and room addition at 4100 Hampshire Avenue North (Application 2022-05). Olson presented a summary of the staff report and stated he is recommending approval of the variance. Commission member Maristany asked if the tree in the southwest part of the property will be removed. Planner Olson said no. Ms. Basurto said they are adding the garage because they have a work vehicle that they would like to enclose in a garage. Their kitchen is also really small now too. Unapproved Planning Commission Minutes – June 13, 2022 Chair Selton opened the public hearing. A Crystal resident expressed support for the variance approval, saying the applicant is a good neighbor and he’s glad she is investing in the home. Hearing no one from the public who wished to speak, Selton closed the public hearing. Moved by Strand and seconded by Maristanty to recommend approval to the City Council of the variance application for Maria Basurto at 4100 Hampshire Avenue North with the conditions in the staff report. Ayes: All Nays: None Motion carried. b. Subdivision request (preliminary plat) from Noberg Homes at 6810 – 60th Avenue North (Application 2022-06). Olson presented a summary of the staff report and stated he is recommending approval of the subdivision. Commission member Maristany asked how the neighborhood meeting went. Planner Olson said that seven residents attended and six had no objections to the lot split. One resident thought the lot was too small for two new homes. Commission member Heigel asked if the home will be identical to each other. Planner Olson said that the homes will be “mirror images” of each other. Commission member Maristany asked if the homes will be affordable. John Arnold said the split level homes will be market rate in the mid-400’s. Maristany asked about the utility pole in the front corner of the property. John Arnold said this utility pole will not affect the driveway location. Chair Selton opened the public hearing. Hearing no one from the public who wished to speak, Selton closed the public hearing. Maristany thought the new homes would be a benefit for the neighborhood. Moved by Maristany and seconded by Heigel to recommend approval to the City Council of the subdivision application for Noberg Homes at 6810 – 60th Avenue North with the conditions in the staff report. Ayes: All Nays: None Motion carried. Commission member Scholz left the meeting at 7:32 p.m. 4. OLD BUSINESS - None Unapproved Planning Commission Minutes – June 13, 2022 5. NEW BUSINESS - None 6. GENERAL INFORMATION • City Council actions on previous Planning Commission items: Olson stated that the Council approved the variance for Jim Butler at 3715 Georgia Avenue N., the conditional use permit for a child day care for P & C Learning Center at 5000 West Broadway, and the property rezoning for the Crystal EDA at 4824 – 56th Avenue N. Planner Olson also provided an update on the previously approved Crystal Flats subdivision at 6613 – 36th Avenue N. • Update from Council Liaison: City Council liaison Brendan Banks provided additional information about the Council action for the Crystal Flats subdivision. Mr. Banks reminded the Commission about the upcoming Airport open house. • Staff preview of likely agenda items for Monday, July 11, 2022 meeting. Planner Olson said he has not received any applications for the July meeting, but the application deadline is not until tomorrow. 7. OPEN FORUM Commission member Strand said the Crystal parks fundraiser (plant sale) raised $1,500 for the city’s parks. 8. ADJOURNMENT Moved by Selton and seconded by Buck to adjourn. Ayes: All. Nays: None Motion carried. The meeting adjourned at 7:46 p.m. 5232-5256 WEST BROADWAY AVENUE – REZONING TO TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 1 OF 6 ___________________________________________________________________________ FROM: Dan Olson, City Planner ___________________________________________________________________________ TO: Planning Commission (for August 8 Meeting) DATE: August 2, 2022 RE: PUBLIC HEARING – Rezoning to Town Center - Planned Development for a proposed apartment building at 5232-5256 West Broadway Avenue (Application Number 2022-07) A. INTRODUCTION Crystal Housing Group is proposing to purchase the four lots at 5232-5256 West Broadway, consolidate them into one lot, and then construct a new 4-story, 58-unit apartment building on the property. The property is currently zoned Industrial (I), but the applicant is proposing to rezone the property to Town Center – Planned Development (TC-PD). Apartment buildings are a permitted use in that zoning district. Notice of the August 8 public hearing was published in the Sun Post on July 28, mailed to owners, renters, and commercial tenants within 1,000 feet (attachment A) and posted to the Becker, Forest, Twin Oaks, Welcome Park, and Cavanagh Oaks neighborhoods on Nextdoor. A sign was also posted on the property. Staff Report Attachments: A. Site location and neighborhood notice mailing map B. Existing zoning map C. 2040 Comprehensive Plan planned land use map D. Applicant’s project narrative E. Site plan (37 sheets) PLANNING COMMISSION STAFF REPORT Proposed Apartment Building 5232-5256 WEST BROADWAY AVENUE – REZONING TO TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 2 OF 6 B. BACKGROUND Neighborhood open house The applicant held a neighborhood open house on March 3, 2022, which was attended by approximately five to seven area residents, the city planner, and the community development director. The purpose of the open house was to provide information on the proposed project to property owners near the facility. Attendees asked questions about the layout of the building and what amenities would be provided. Existing Use The 1.7 acre (76, 944 sq. ft) property consists of four vacant properties addressed as 5232-5256 West Broadway. A commercial building formerly on the property was demolished in 2007, but remnants remain of the surface parking lot. Adjacent uses The following are the existing land uses and zoning districts surrounding this property: • North. Vehicle sales and repair, zoned Industrial (I) • East. Office warehouses, zoned I • West. Vehicle sales and repair; food shelf, all zoned Commercial (C) • South. Restaurant; vehicle repair, both zoned I Conformance to Comprehensive Plan According to the city’s 2040 Comprehensive Plan, the property is designed as mixed use on the planned land use map (attachment C), which is described as a vertical or side-by- side mixture of multiple family residential, institutional, commercial and industrial uses. The proposed density for this apartment building is 27 units per gross acre based on a gross acreage of approximately 95,282 sq. ft. This density is within the required density range of 16-64 units for the TC-PD district. C. PROPOSED APARTMENT BUILDING The applicant is proposing to construct a four-story, 58-unit apartment building on the property. The building will contain a mixture of 1, 2, 3, and 4 bedroom units, with parking provided in a basement garage and the rest in a surface parking lot behind the building. A community room and three administrative offices will be located on the first floor. The building will be addressed as 5240 West Broadway Avenue. Site Plan Elements The properties to be included in the TC-PD consists of four platted lots. The applicant will submit a lot consolidation application that will combine these lots into one parcel. According to the UDC, a lot consolidation application is approved by the City Council without the need for a public hearing. The following are the notable site plan elements for the proposed building: 5232-5256 WEST BROADWAY AVENUE – REZONING TO TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 3 OF 6 • Building setbacks and height. Except for the front setback (see section D, below), the proposed building meets setback requirements in the proposed TC-PD district: ▪ Front (southwest) property line: 24’ (the maximum requirement is 10’) – See section D ▪ Southeast side property line: 85’ (minimum requirement is 0’) ▪ Northwest side property line: 12’ (minimum requirement is 0’) ▪ Rear (northeast) property line: 72’ (minimum requirement is 3’) The proposed building will not be located in a drainage or utility easement. The apartment building will be approximately 45’ (four stories) in height. Although the building is quite far from the Crystal Airport, the applicant has notified the Federal Aviation Administration (FAA) of the proposed building construction. Typically with a building of this height the FAA will require approval of any construction cranes that may be needed. Staff recommends a condition of rezoning approval that the FAA give final approval prior to building permit issuance. • Parking. The applicant is providing 117 spaces, which meets the city’s minimum number of 116 spaces. The underground garage will have 52 spaces and the surface parking lot will have 65, and the applicant is requesting flexibility for the requirement that half of the required spaces be enclosed (see section D). The parking areas meets UDC requirements for setbacks, and parking space and aisle dimensions. • Stormwater management and erosion control measures. The applicant has provided a stormwater management plan, which provides for a storage chamber under the proposed surface parking lot. Review and approval by the Shingle Creek Watershed Management Commission is not required. The percentage of impervious surface on the property will increase from 56% to 69% (the maximum coverage is 90% for the TC-PD district). During building construction the city will require erosion control techniques to be used on-site including silt fences, inlet protection, and rock construction entrances. • Utilities. The proposed building will connect with existing water and sanitary sewer mains. Existing overhead utilities are located along the east and south property lines. These utilities will be located in drainage and utility easements that are dedicated with the new lot consolidation plat. If those lines are relocated or extended, then the lines and extensions must be buried underground. New private utility services to the proposed building, such as Xcel Energy, Lumen (formerly Century Link) and Comcast, will be buried underground. The utility plan sheet is missing inconsequential information about the location of two gate valves, as well as a note that states that plastic rings will be used, not concrete adjusting rings. Staff recommends that a condition of rezoning approval that this information will be provided prior to the issuance of the building permit. • Access and circulation. The city’s Public Works department and the West Metro Fire Rescue District staff have reviewed this traffic circulation plan and found it adequate to meet vehicle movement into and within the site, including fire trucks. 5232-5256 WEST BROADWAY AVENUE – REZONING TO TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 4 OF 6 There are four existing curb cuts which will be removed and Hennepin County has indicated that the reduction to one new curb cut meets their requirements for this county road. There is a 10’ wide alley easement on the east side (rear) of 5256 West Broadway. This easement was dedicated to the city in 1980 but the alley was never improved, and the alley easement right-of-way does not extend through the whole block. Since an alley is not needed or planned through this block, the applicant will request that the City Council consider approval of the applicant’s request for alley vacation. • Building elevations. The proposed major exterior building material is lap siding, with masonry and brick veneer as accent materials. These materials meet the city’s requirements. A rending of the proposed building is attachment E. • Landscaping. There are currently no trees on the property. The plan calls for 39 new trees to be planted: “boulevard linden”, “red oak”, “river birch”, “princeton elm”, skyline honeylocust”, “black hills spruce”, Norway spruce”, “Austrian pine”, “quaking aspen”, “serviceberry”, and “tree lilac”. The applicant proposes to plant two varieties of shrubs, including those that will screen the proposed building foundation and the surface parking lot from view. • Screening. Waste receptacles will be placed within the underground garage, except for a brief time before pick-up when they will be placed on a pad near the entrance to the underground garage. The applicant is unsure at this time what rooftop mechanical units may need to be screened. Staff recommends a condition of rezoning approval that the applicant provide a rooftop screening plan, if needed, prior to building permit issuance. • Exterior Lighting. There are two existing light poles on the property and both of these will be removed and then replaced with six new light poles. There will be seven exterior lighting fixtures on the proposed building. This lighting meets the city’s requirements. • Pedestrian connections. There is an existing sidewalk along West Broadway that will be removed and replaced with a 6’ wide public sidewalk. A private sidewalk will also connect the front entrance to the rear building entrance and parking lot. • Signs. The applicant is not proposing a monument sign at this time. The applicant must receive sign permit approval before installing any building signage. D. REZONING TO TOWN CENTER PLANNED DEVELOPMENT (TC - PD) The applicant is requesting that the consolidated properties be rezoned to Planned Development – Town Center (TC - PD), which has requirements for site design elements such as building placement and façade treatments, but the TC-PD district allows for flexibility in these zoning requirements. Attachment D details the applicant’s rationale for requesting flexibility with the following requirements, and staff is supportive of these requests: 5232-5256 WEST BROADWAY AVENUE – REZONING TO TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 5 OF 6 Number of enclosed parking spaces. The UDC requires two spaces per dwelling unit, one of which must be enclosed in a garage. The minimum number of parking spaces for this building is 116 spaces, 58 of which must be enclosed. The site plan provides for 52 enclosed parking spaces. The city’s parking regulations allow a reduction in the number of enclosed spaces if the applicant provides information about why it is not feasible to construct the required number. The applicant’s narrative indicates that in order to meet dimensional requirements within the underground garage, only 52 parking spaces can be constructed. Glazing. The minimum glazing requirement for the first floor is 50% and for the upper floors 30%. The applicant is requesting a reduction to 33% for the first floor and 27% for the upper floors. Staff believes that the intent of the 50% requirement for the first floor was for buildings that have a nonresidential use on that floor. Staff is also supportive of the minor reduction for the upper floors. First floor height. The first floor height requirement is 12’- 20’ and the applicant is requesting a reduction to 10’. Staff believes that the intent of the 50% requirement for the first floor was for buildings that have a nonresidential use on that floor. Building street frontage. The UDC requires at least 75% of the building street frontage to be occupied by the apartment building, but this may reduced to 60% if the applicant can demonstrate that the purpose of the town center district is still achieved. For this property the minimum street frontage is 231’, but the applicant is requesting that this be reduced to 211’ (69% of the lot frontage). The purpose of the town center districts is to create a walkable, urban-like environment. With substantial landscaping between the building and the street, and parking located either within or behind the building, the site plan will still create a walkable, pedestrian-friendly environment. Front Setback. As noted earlier, the maximum front setback is 10’, and the applicant is requesting to construct the building at a maximum setback of 24’. The applicant’s rationale is that the building is moved back from the West Broadway property line so that a front porch could be constructed, with steps leading to the new sidewalk. The area in front of the building will be landscaped to create a pedestrian-friendly environment. E. REQUESTED ACTION The Planning Commission is being asked to make a recommendation to the City Council to either deny or approve the rezoning to Town Center - Planned Development (TC - PD) for the construction of an apartment building at 5232-5256 West Broadway. This recommendation should include findings of fact either for or against the proposal. The Commission may reference the findings for approval in sections B, C, and D, above. Staff recommends approval of the rezoning to TC-PD with the following conditions of approval: 1. Site Plan. The development shall be constructed according to the site plan in attachment E. Prior to issuance of the building permit, the applicant shall: 5232-5256 WEST BROADWAY AVENUE – REZONING TO TOWN CENTER - PLANNED DEVELOPMENT APPLICATION PAGE 6 OF 6 a. Receive approval by the City Council of lot consolidation and alley easement vacation applications to combine the applicant’s four properties at 5232, 5240, 5248, and 5256 West Broadway into one parcel, vacate the alley easement, and provide new easements on the final plat document. b. Submit a plan to screen rooftop mechanical units according to the requirements of city code section 520.13. c. Provide an updated utility plan and detail sheet that shows a gate valve for the new water service connection, as well as for the fire hydrant. A note shall be added to the plan that plastic rings will be used, not concrete adjusting rings. d. Sign a site improvement agreement with the city and provide an escrow to guarantee installation of the surface parking lot, underground stormwater chamber, and landscaping plan. e. Provide an approval letter from the Federal Aviation Administration (FAA) to the city. 2. Overhead utilities. If utility lines are installed, relocated or extended, the lines shall be buried underground. New private utilities, such as Xcel Energy, Center Point Energy, or Comcast shall be buried underground. 3. Special provisions related to Town Center - Planned Development rezoning. The rezoning to TC-PD implements the following special provisions in place of the standard town center requirements: a. The number of enclosed parking spaces is reduced from 58 to 52 spaces. b. The minimum glazing requirement is reduced from 50% to 33% for the first floor and from 30% to 27% for the upper floors. c. The minimum first floor height is reduced from 12’ to 10’. d. The building street frontage requirement is reduced from 75% to 69%. e. The maximum front building setback is increased from 10’ to 24’. City Council action of the first reading of the ordinance rezoning the property to TC-PD is anticipated on August 16, 2022. If the Council approves first reading, then second reading of the rezoning ordinance would be considered at the September 6th Council meeting in which the lot consolidation and alley easement vacation request will also be considered. Site Location and Public Hearing Notice Mailing Map 5232-5256 West Broadway 4141 Douglas Dr. N. Crystal MN 55422 Attachment A Zoning Map 5232-5256 West Broadway 4141 Douglas Dr. N. Crystal MN 55422 Attachment B 2040 Comprehensive Plan Map 5232-5256 West Broadway 4141 Douglas Dr. N. Crystal MN 55422 Attachment C 366 South Tenth Avenue, PO Box 727 Waite Park, MN 56387-0727 P: 320.202.3100 F: 320.202.3139 Architects@SandCompanies.com www.SandArchitects.com Rezoning to Planned Development Narrative 5240 Apts is located at 5240 W. Broadway Ave. The proposed site plan requires a lot consolidation, rezoning and vacation of the alleyway easement. Below is outline of the narrative required for the rezoning. a. Current zoning district for the property is Industrial. The site is in application to be rezoned to Town Center - Planned Development. b. Existing use for the property is a former industrial site that has been demolished. Some paving remains on-site. c. Town center planned development d. – NOTE DELETED e. Design meets density allowance based on site size of 1:76 acres and 58 housing units for proposed density of 32.95 units/acre. Current design also meets parking requirements with 105 total parking spaces of which 52 are located underground below building. f. N/A – Current design does not exceed gross density. 1.76 acres / 58 units g. N/A h. N/A i. The project has accessible sidewalls and pedestrian tactile warning devices at driveway intersections. j. Walkable development Waiver Requests In working through the development and design of 5240 Apts, the applicant is requesting the following waivers: a) Covered Parking - Within the Town Center – Planned Development, each apartment unit shall have two parking spaces with one of these being covered. 5240 Apts is requesting a waiver of the requirements to have one space covered. The building, as proposed, has 52 underground parking spaces with 58 units and 66 surface parking spaces. In total, there are 118 parking spaces provided which is slightly over the minimum requirement of two spaces per unit. In working through efficient use of space and site layout, based on the upper floors, the underground garage only allows 52 spaces. It is estimated that 5240 Apts will have approximately 156 residents (approximately 2.69 residents per unit), many of which will be children, and most residents will be commuting to and from work during the day and will be parking on-site overnight. It is anticipated that there will be one full- time employee and two part-time employees (maintenance and service provider) that will be on- site during the daytime hours. Attachment D 366 South Tenth Avenue, PO Box 727 Waite Park, MN 56387-0727 P: 320.202.3100 F: 320.202.3139 Architects@SandCompanies.com www.SandArchitects.com Delivery for residents and the building will be mostly quick on-site deliveries by UPS, FedEx, USPS, Amazon, etc. Other deliveries that may occupy a parking stall for a bit would be during move-ins and move-outs. After the initial occupancy, these will be spread out and most likely at the beginning and end of the months. Based on the location to transit and the future light rail station, it is anticipated that not every resident will have a vehicle. In addition, there are 12 supportive housing units (set aside for individuals with disabilities and high priority homelessness) and many of these individuals will likely utilize public transportation and dial-a-ride services (for accessibility), so they may not have vehicles, which would utilize less underground parking. b) Broadway Glass Coverage – Within Town Center – Planned Development, first floor requires a minimum of 50% glazing and upper floors require a minimum of 30% glazing on the façade facing Broadway Avenue. Due to the residential building and need for privacy and safety for the residents, the applicant is requesting a reduction to 32.8% on the first floor and 27.3% on the upper floors. This would provide large storefront sized windows at the community spaces and larger windows in the bedrooms (matching the living room window sizes). c) First Floor Height – The zoning requires that the first-floor height be at a minimum of 12-20’. 5240 Apts has its first-floor height at 10’. Due to the residential nature of the building, this 10’ first- floor height is typically in residential buildings and as such, the applicant would request this waiver be approved. d) Building Street Frontage – The zoning requires that 75% of the building street frontage is occupied by the building. The building has maximized the amount of frontage that the building can have based on the size of the lot, the setbacks, easements, and drive entrance to allow for the required parking on-site. Currently, 5240 Apts has 68.5% of the building street frontage is occupied by the building. Applicant is requesting a slight waiver on this. e) Front Setback – The zoning for the site allows for a maximum setback of 10 feet. The applicant is requesting an additional 14 feet for a total of 24 feet (at the farthest point of the building to the property line). This is requested to allow the front porch to be outside of the easement area. At this front porch area, the building is setback is at approximately 8’4” with the steps and associated footings of the front porch being just off the easement area. BROADWAY AVE.BOTTINEAU BLVD.BECKERPARKBASS LAKE RD.DOUGLAS DR.N:\0035789.00\DWG\CIVIL\0035789.00C-CV01.DWG 5240 APARTMENTS © 2022 Westwood Professional Services, Inc.SHEET INDEXPLANS FOR CITY COUNCILAPPROVAL5240 APARTMENTSCRYSTAL, MINNESOTAPREPARED FOR:CRYSTAL HOUSING GROUP, LLCP.O. BOX 727WAITE PARK, MN 56387CONTACT: MEGAN SAND CARRPHONE: 320-202-3100EMAIL: MSCARR@SANDCOMPANIES.COMVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.1 07/12/22 CITY COMMENTSALL2 07/21/22 75% DEVELOPMENT SUBMITTALALL07/28/22 CITY COMMENTS. .. .. .. .. .. .. .FORFORSITE, GRADING, UTILITIES, ANDLANDSCAPEPREPARED BY:PROJECT NUMBER: 0035789.00CONTACT: NICHOLAS T. MEYERPhone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150PLANS FOR CITY COUNCILAPPROVAL5240 APARTMENTSCRYSTAL, MINNESOTAFORFORSITE, GRADING, UTILITIES, ANDLANDSCAPEINITIAL SUBMITTAL DATE: 06/14/2022 SHEET: 01 OF 15PROJECT NUMBER: 0035789.00SITESheet List TableSHEETNUMBERSHEET TITLE01COVER02 ALTA SURVEY03EXISTING CONDITIONS ANDREMOVALS04 SITE PLAN05GRADING PLAN06 EROSION CONTROL PLAN07UTILITY PLAN08 DETAILS09 DETAILS10CITY BOULEVARD PAVEMENTDETAILS11LANDSCAPE PLAN12LANDSCAPE NOTES & DETAILS13SWPPP NOTES14SWPPP NARRATIVE15 SWPPP MAPSAttachment E N. LI NE OF T HE S. 83 FT. OF L OT 1177SE'LY LINE OF L OT 13 7 MOS T S ' L Y C O RN E R O F L O T 1 3 NW'LY LI NE OF L OT 13 7 MOS T W ' L Y CO RN E R O F L O T 1 3 NW'LY LI NE OF L OT 14MO S T W ' L Y C O RN E R O F L O T 1 4 8.26 L = 1 9 0 . 9 2 R = 5 7 2 9 . 5 8 ©  ƒ     1  ƒ     :        L = 1 9 0 . 9 2 R = 5 7 2 9 . 5 8 ©  ƒ     6ƒ (1   ƒ     : 1 0 0 . 0 0 CAST IRON MONUMENT, NW CORNER OF SEC. 9, TWP. 118, RGE. 21 W. LINE OF SEC. 9 ƒ ƒ ƒ 24.50 24.50IRON PIPE CAP NO. 44900 IRON PIPE NO CAP IRON PIPE CAP NO. ILLEGIBLE OPEN IRON PIPE IRON PIPE CAP NO. ILLEGIBLE IRON PIPE CAP NO. 24992 IRON PIPECAP NO. 24992 80.00EASEMENT F OR P UBLI C ALLEY PE R Q UIT CLAI M DEE D N O. 1 388669 (ITE M N O. 8)1010 80.001   ƒ     :                         6ƒ   :  1  ƒ     :        4 3 . 4 41  ƒ     : L=31.59 CH=31.59 &+% 1ƒ : R=5754.08 © ƒ  1ƒ ( 6   ƒ      (        1ƒ (10.006   ƒ      (         1ƒ ( 12.00W. B RO ADW A Y ( CO . RD . 8 ) ( V A R I A B L E W I D T H D E D I C A T E D P U B L I C R I G H T O F W A Y )101020S FO C S CS C S C S S FFE=873.46 FFE=873.42 WATSAN WAT SAN WAT WAT XXX XXX X X XX X X X X X X X X X X XXX E X I S T I N G B U I L D I N G BITUMINOUS IN POOR CONDITIONEXISTING B UIL DI N G N O B U I L D I N G S O B S E R V E D O N S U B J E C T P R O P E R T Y S A N S A N S A N S AN S A N S A N S AN S A N S A N S A NWA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA TSAN S A N S AN (8)SAN S T O STO S T O S T O STO S T O STO S T O S TO S T O S TO S T O ST O 1 5 " R C P 1 2 " R C P B EN C HM A R K : TO P N U T H Y D R AN T E L E V . = 8 7 4 . 9 3 6   ƒ      ( 8 3 1 . 7 7BUILDI N G C OR NER 2.8 FT. NW OF PR O PERTY LI NE BUILDI N G C OR NER 2.6 FT. NW OF PR OPE RTY LI NE FENCE C OR NE R 0.6 FT.SE OF PR OPE RTY LI NEFENCE C OR NER 0.2 FT.SE OF PR OPERTY LI NE FENCE C OR NER 0.3 FT. NW OF PR O PERTY LI NE FENCE C OR NER 0.6 FT. NW OF PR OPERTY LI NE STO STO POH POH POH POH POH POH PO H PO H P O H P O H P O H P O H P O H P O HPOH POH POH POH P O H PO H PO H P O H P OH P OH OWNER: MATTALLIE LLC OWNER: CRYSTAL PROP OWNER LLC OWNER: SUESCO INC OWNER: SUESCO INC OWNER: SUESCO INC OWNER: VT PROPERTIES LLC OWNER: BEAVER BUILDING I LLC 872871871 87187 1872 8 6 9 8708718718728 7 28728 7 2 8 7 2 R E = 8 7 0 . 9 3 IE NW 1 2 " C O N C = 8 6 6 . 6 3 IE S E 1 2 " CON C = 8 6 6 . 7 3 R E = 8 7 0 . 8 2 IE NW / S E 1 5 " CON C = 8 6 6 . 6 2 IE SW 8 " P V C = 8 6 7 . 6 2 R E = 8 7 1 . 4 3 IE SW / S E 1 2 " CO N C = 8 6 7 . 3 3 R E = 8 6 8 . 7 2 IE S E 1 8 " C O N C = 8 6 5 . 5 2 R E = 8 7 1 . 7 7 IE 8 " P V C = 8 6 2 . 8 7 R E = 8 7 2 . 7 4 IE N E / SW 8 " P V C = 8 6 2 . 0 4 WA T WA T CAST IRON MONUMENT,W 1/4 CORNER OF SEC. 9, TWP. 118, RGE. 21 (8 0 F T . W I D E D E D I C A T E D P U B L I C R I GH T O F W A Y )PARCEL 1PARCEL 2PARCEL 3PARCEL 4FENCE LI NER 1.38 FT. N W OF PR OPERTY C OR NER S A N . S T U B S AN . S T U B S A N . S T U B S AN . S T U B SHEET NUMBER:PREPARED FOR: OF FIELD WORK DATE:05/31/22 BDAFIELD CREW: DRAWN: CHECKED: BJY CNA 1 1 ALTA/NSPS Land Title and Topographic Survey Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150N:\0035789.00\DWG\SURVEY\0035789.00V-AL01.DWGREVISIONS:© 2022 Westwood Professional Services, Inc.DATE: 07/12/2022PROJECT NUMBER: 0035789 (NOT TO SCALE) 0 30 60 90 1" = 30' VICINITY MAP SITE SCALE IN FEET FOUND MONUMENT (SEE LABEL) SET MONUMENT - LS 43055 GUY WIRE SANITARY MANHOLE CATCH BASIN POWER POLE SIGN STEEL/WOOD POST POWER OVERHEAD SANITARY SEWER STORM SEWER GATE VALVE CURB STOP BOX HYDRANT FENCE LINE POH SAN STO S CS X FIBER OPTIC MANHOLE CATCH BASIN MANHOLE FO CURB & GUTTER CONCRETE SURFACE BITUMINOUS SURFACE LEGAL DESCRIPTION LEGAL DESCRIPTION SCHEDULE B SECTION 2 ITEM NOTES TABLE A OPTIONAL ITEM NOTES GENERAL NOTES STATEMENT OF POSSIBLE ENCROACHMENTS SURVEYOR'S CERTIFICATION 1 The following information was provided in First American Title Insurance Company File Number 1608815 which has an effective date of June 23, 2022 8:00 AM: Parcel 1 Lot 11, except the Southeasterly 83 feet thereof, Lot 12 except the Southwesterly 7 feet of said Lots 11 and 12, Block 2, Hanson's Addition, Hennepin County, Minnesota. Torrens Certificate of Title No. 119046 Parcel 2 "All that part of Lot 13, Block 2, Hanson's Addition, which lies Northeasterly of the following described line: Beginning at a point on the Southeasterly line of said Lot 13, distant 7 feet Northeasterly of the most Southerly corner thereof; thence run to a point on the Northwesterly line of said Lot 13 distant 7 feet Northeasterly of the most Westerly corner thereof, Hennepin County, Minnesota. Torrens Certificate of Title No. 119046 Parcel 3 "All that part of Lot 14, Block 2, Hanson's Addition, which lies Northeasterly of the following described line: Beginning at a point on the Southeasterly line of Lot 13, Block 2, said addition, distant 7 feet Northeasterly of the most Southerly corner of said Lot 13; thence run to a point on the Northwesterly line of said Lot 13 distant 7 feet Northeasterly of the most Westerly corner thereof; thence run to a point on the Northwesterly line of Lot 14, distant 8 feet Northeasterly of the most Westerly corner of said Lot 14 and there terminating, Hennepin County, Minnesota." Torrens Certificate of Title No. 1385724 Parcel 4 That part of Lot 15, Block 2, Hanson's Addition which lies Northeasterly of a line drawn parallel with and distant 24.5 feet Northeasterly of the following described line: Commencing at the Northwest corner of Section 9, Township 118, Range 21; thence run southerly along the West line of said Section 9 for a distance of 349.67 feet; thence deflect left at an angle of 42 degrees 50 minutes for a distance of 831.77 feet; thence deflect left at an angle of 90 degrees for a distance of 12 feet to the actual point of beginning of line being described; thence deflectleft at an angle of 90 degrees for a distance of 100 feet; thence deflect to the right along a tangential curve having a radius of 5729.58 feet (Delta angle 1 degree 54 minutes 33 seconds) for a distance of 190.92 feet; thence tangent to said curve for a distance of 94.22 feet; thence deflect to the left along a tangential curve having a radius of 5729.58 feet (delta angle 1 degrees 54 minutes 33 seconds) for a distance of 190.92 feet and there terminating, Hennepin County, Minnesota. Torrens Certificate of Title No. 1385724 The following notes correspond to the numbering system of Schedule B , Section 2 of the above mentioned title commitment. Items 1-7 are not survey related and are not addressed hereon. 8.The following Memorial(s) appears in the Certificate of Title, and will be carried forward to any Certificate of Title: Quit Claim Deed Recorded on July 22, 1980 as Document No. 1388669. (AS SHOWN HEREON). 1.Property corner markers have been found or placed as shown hereon 2.The address of the surveyed property is 5232, 5240, 5248 & 5256 West Broadway, Crystal, MN. 3.The subject property appears to lie within Zone X according to FEMA Flood Insurance Rate Map Community - Panel Number 27053C0211F which has an effective date of 11/04/2016. 4.The subject property contains 76,194 sq. ft. or 1.749 acres, more or less. 5.Elevations and ground contours shown hereon are based on the NAVD88 datum relative to Benchmark: Top Nut Hydrant, which has an elevation of 874.93 feet. 6(a). There were no Zoning Reports or Letters provided by the title company, client or owner. 6(b). There were no Zoning Reports or Letters provided by the title company, client or owner. 7(a). Exterior dimensions of buildings are shown hereon and were measured at the exterior facade of the building. There may be eaves, overhangs and canopies which extend beyond the lines shown. Also, there may be underground footings and building space that are not shown on this survey. 7(b1). No buildings observed on subject property. 7(c). No buildings observed on subject property. 8.The surveyor has made a good faith effort to show all substantial, above ground, visible, and permanent features observed during the course of the survey. 9.The subject property contains 0 regular parking stalls, 0 handicapped stalls and 0 motorcycle stalls. 10.There are no party walls with respect to adjoining properties. 11(b). A private utility marking request was made by the surveyor (One Call Ticket No 221250935). The underground utility lines shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned nor do we guarantee the accuracy or completeness of the markings and maps provided. 13.Names of adjoining owners are shown according to the Hennepin County GIS Map. 16.On the date the field work was completed for this survey, there was no observable evidence of current earth moving work, exterior building construction or building additions. 17.The surveyor is not aware of any proposed changes in street right of way lines and there was no observable evidence of recent street or sidewalk construction or repairs at the time of survey. 18.Any plottable offsite easements provided in the Title Insurance Commitment are shown hereon. 19.Westwood Professional Services, Inc. has obtained a Professional Liability Insurance policy to be in effect throughout the contract term. A Certificate of Insurance can be furnished upon request. 1.Bearings of property lines shown hereon are based on the Hennepin County coordinate system, (NAD 83 - 2011 Control Adjustment). 2.Lengths of lines and distances between features are measured in US-Survey Feet. 3.Elevations and ground contours shown hereon are relative to the NAVD 88 vertical datum and are relative to Benchmark Top Nut Hydrant which has an elevation of 874.93 ft. The following items are items observed by the surveyor which may constitute an encroachment onto/from the subject property and are provided to drawn the users attention, the items below may not in fact constitute an encroachment. Fences lie on or adjacent to property line To: Crystal Housing Group, LLC and First American 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 (in square feet or acres), 5, 6(a)(b), 7(a)(b1)(c), 8, 9, 10, 11(b), 13, 16, 17, 18, 19 and 20 of Table A thereof. The fieldwork was completed on 05/31/2022. Date of Map: 7/7/2022 Chris Ambourn, LS Minnesota License No. 43055 chris.ambourn@westwoodps.comLIGHT POLE 1 1 1 1 1 07/12/2022UPDATED TITLE COMMITMENT P.O. BOX 727 WAITE PARK, MN 56387 CRYSTAL HOUSING GROUP, LLC CRYSTAL, MINNESOTA 5240 APARTMENTS 20020120220380.00 EASEMENT FOR PUBLIC ALLEY PER QUITCLAIM DEED NO. 1388669 (ITEM NO. 8)10 1080.00 1ƒ :6   ƒ     :        1ƒ :43.441ƒ :L=31.59CH=31.59&+% 1ƒ :R=5754.08© ƒ 1ƒ (6ƒ (1ƒ (10.00 6ƒ (W. BROADWAY (CO. RD. 8)(VARIABLE WIDTH DEDICATEDPUBLIC RIGHT OF WAY)1 0 1 0 2 0 300SFOCSCSCSCSSWAT SAN WATSAN WAT WATX X X X X X X X X XXXXXXXXXXXXXXSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOBUILDING CORNER 2.8 FT.NW OF PROPERTY LINEBUILDING CORNER 2.6 FT.NW OF PROPERTY LINEFE N C E C O R N E R 0 . 6 F T . S E O F P R O P E R T Y L I N E F EN C E C O RN E R 0 . 2 F T . S E O F P R O P E R T Y L IN E F E N C E CO R N E R 0 . 3 F T . NW O F P R O P E R T Y L IN E F E N C E CO R N E R 0 . 6 F T . NW O F P R O P E R T Y L IN E MF PIPE W/CAP 44900873.98STO STOP O H P O H P O H P O HPOH P O H POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHOWNER: MATTALLIE LLCOWNER: CRYSTAL PROP OWNER LLCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: VT PROPERTIES LLCOWNER: BEAVERBUILDING I LLCWATWATWAT(80 FT. WIDE DEDICATEDPUBLIC RIGHT OF WAY)FENCE LINER 1.38 FT. NWOF PROPERTY CORNERREMOVE BITUMINOUS PAVINGREMOVEACCESSAPRONREMOVE SIDEWALKREMOVE SIDEWALKREMOVESIDEWALKREMOVEACCESSAPRONREMOVEACCESSAPRONREMOVEACCESSAPRON*REMOVESECURITYLIGHTREMOVESIDEWALK**REMOVESECURITYLIGHTSAW CUTLINEREMOVE BITUMINOUS PAVINGSAW CUTSIDEWALK ATPROPERTYLINESAW CUTSIDEWALK ATPROPERTYLINESAW CUT BITUMINOUS 2'OFF CURB FOR NEW CURBINSTALLATION AND REPLACEBITUMINOUSREMOVECHAIN-LINKFENCE03...06/14/20224305507/28/22CHRIS AMBOURNNOT FOR CONSTRUCTION30.000017'6' OR 3'0'30'60'90'1" = 30'07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..PROPERTY LINE\\\\\\CURB & GUTTERSAW CUT PAVEMENTSANSANITARY SEWERWATWATER MAINSTOSTORM SEWERCONCRETEBITUMINOUSBUILDINGTREELIGHT POLETRAFFIC SIGNEXISTINGPROPOSEDSANWATSTOWATHYDRANTWATGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETUGPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVRETAINING WALLFENCEXXEXISTINGREMOVALS\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\REMOVAL LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTSAND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH ASFENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TOMAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FORREMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALLPERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.REMOVAL NOTESSSX*XXXLEGENDPOST INDICATOR VALVEFLARED END SECTIONSANITARY MANHOLEBEEHIVE CATCH BASINCATCH BASINELECTRIC MANHOLESEWER CLEANOUTPOWER POLEELECTRIC BOXELECTRIC METERSIGNCABLE TV BOXNATURAL GAS METERSTREET LIGHTMAIL BOXSTEEL/WOOD POSTPOWER OVERHEADTELEPHONE UNDERGROUNDTELEPHONE OVERHEADPOWER UNDERGROUNDWATERMAINFIBER OPTICSANITARY SEWERSTORM SEWERGATE VALVEWATER MANHOLEGAS LINECABLE TELEVISION LINEWELLCURB STOP BOXHYDRANTWATER METERHAND HOLE/JUNCTION BOXSTORM MANHOLETELEPHONE BOXTELEPHONE MANHOLENATURAL GAS VALVEFIRE DEPARTMENT CONNECTIONFENCE LINECONTROLLED ACCESSCURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACEFOUND MONUMENT (SEE LABEL)FLAG POLECTVGASPOHPUGSANSTOTOHTUGWATFO∆SCOSTWCSWWEEETTTVGGMAILXHHEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINECAST IRON MONUMENT (SEE LABEL)MISCELLANEOUS PEDESTALMISCELLANEOUS METERFIBER OPTIC PEDESTALCABLE TV MANHOLEFIBER OPTIC MANHOLEFARM HYDRANTUNKNOWN MANHOLEDOUBLE DETECTOR CHECK VALVESEPTIC COVERMHSEPMMFOFOTVSET MONUMENT (SEE LABEL)INDEX CONTOURINTERVAL CONTOUR982980SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTAP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00EXISTING CONDITIONSAND REMOVALS1507/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00V-EC01.DWG © 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com 872 8 7 2 87 4 870 80.0080.00 W. BROADWAY (CO. RD. 8)(VARIABLE WIDTH DEDICATEDPUBLIC RIGHT OF WAY)1 0 1 0 2 0SFOCSCS CSCSSWAT SAN WATSAN WAT WATX X X X X X X X X XXXXXXXXXXXXXXSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOP O H P O H P O H P O HPOH P O H POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHOWNER: MATTALLIE LLCOWNER: CRYSTAL PROP OWNER LLCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: VT PROPERTIES LLCOWNER: BEAVERBUILDING I LLCWATWATWAT(80 FT. WIDE DEDICATEDPUBLIC RIGHT OF WAY)9.0'14.2'32. 2 ' 1 8 . 0 ' 6.0'18.7'8.0'19.7 'APARTMENT BUILDINGFFE: 875.024.0'85.0'11.8'20.7' 2 4 . 0 ' 2 0 . 0 ' 2 0 . 0 ' 2 4 . 0 ' 18.0 'R3.0'R25.0'R3.0'R3.0'R3.0 ' R3.0'R15.0'R3.0'6.0'R13.0'R37.0'R37.0'R13.0'R3.0'R5.0'R44.0'R20.0'12.0'34.0'76911416111123258111312101711189158.0'16.0'4138.0'4.3'4.3'1414...06/14/202229.999999'6' OR 3'07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..·CURRENT ZONING:INDUSTRIAL·PROPOSED ZONING:TC-PD·GROSS SITE AREA:76,944 SF (1.76 AC)LOT 1·BUILDINGS:APARTMENT: 58 UNITS4 LEVELS LIVING SPACE 1 LEVEL UNDERGROUND PARKINGDENSITY: 32.95 UNITS/AC.·BUILDING SETBACKS:1' FRONT ; 0' REAR ; 3' SIDE·PROPOSED BUILDING SETBACKS:MAX . 24' FRONT; MIN. 10' SIDE ·PARKING SETBACKS REAR 3' BOC ; SIDE 1' BOC·PARKING PARKING REQUIREDSURFACE PARKING116 SPACES2 SPACES / UNIT PARKING PROVIDEDSURFACE PARKING65 SPACES54 TYPICAL SPACES 3 ADA SPACES 8 COMPACT SPACES UNDERGROUND GARAGE 52 SPACES117 SPACES·RATIO:2.0 SPACES/UNIT·PARKING SPACE / DRIVE AISLE:9' WIDE X 18' LONG, 24' AISLE·COMPACT PARKING SPACE:8' WIDE X 16' LONG, 24' AISLEIMPERVIOUS SURFACE: 69.1%EXISTINGPROPOSED·PERVIOUS SURFACE:33,103 SF23,522 SF·IMPERVIOUS SURFACE: 43,091 SF52,707 SFBUILDING FRONTAGE: 68.5%·TOTAL LENGTH: 308.1 LF·BUILDING LENGTH: 211.3 LFSITE DEVELOPMENT SUMMARY1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.2.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.3.ALL DIMENSIONS ARE TO BACK OF CURB FOR RESIDENTIAL OR EXTERIOR FACE OF BUILDINGUNLESS OTHERWISE NOTED.4.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.5.ALL CURB RADII ARE SHALL BE 5.0 FEET (TO BACK OF CURB) UNLESS OTHERWISE NOTED.6.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.8.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.9.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.GENERAL SITE NOTESSITE LEGENDPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTING (SEE LIGHTING PLANS)EXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTER5T 1 B612 CURB AND GUTTER2PEDESTRIAN CURB RAMP W/ TRUNCATED DOMES3 FLUSH CURB4INTEGRAL CURB AND SIDEWALK5HANDICAP ACCESSIBLE SIGNAGE AND STRIPPING6CURB STOP7BIKE RACK (SEE ARCH. PLANS)8PICNIC TABLE & GRILLS (SEE ARCH. PLANS)9SITE LIGHTING (SEE LIGHTING PLANS)10TOT LOT (SEE ARCH. PLANS)11PRIVATE CONCRETE SIDEWALK12PUBLIC CONCRETE SIDEWALK13COLORED CONCRETE BOULEVARD (CITY DETAIL)14 FUTURE ELECTRIC CAR CHARGING STATIONS (17)15TRASH PICK-UP PAD16FENCE (SEE ARCH. PLANS)17RETAINING WALL18HANDRAILS (SEE ARCH. PLANS)1SITE NOTESCOLORED CONCRETE PAVEMENTSNOW STORAGE AREASHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA04155377407/28/22NICHOLAS T. MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'P.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00SITE PLAN07/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00C-SP01.DWG © 2022 Westwood Professional Services, Inc. 80.0080.00 W. BROADWAY (CO. RD. 8)(VARIABLE WIDTH DEDICATEDPUBLIC RIGHT OF WAY)1 0 1 0 2 0SFOCSCS CSCSSX X X X X X X X X XXXXXXXXXXXXXXSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOP O H P O H P O H P O HPOH P O H POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHOWNER: MATTALLIE LLCOWNER: CRYSTAL PROP OWNER LLCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: VT PROPERTIES LLCOWNER: BEAVERBUILDING I LLCWATWATWAT(80 FT. WIDE DEDICATEDPUBLIC RIGHT OF WAY)872 8 7 2 87 4 870 E.O.F.870.50870872874 BUILDINGFFE = 875.00LL1 = 863.00871.00872.62873.52872.66871.91871.50872.66871.96871.37871.53872.00871.06871.11872.00871.73871.81871.75871.63871.25870.00870.37870.46870.81871.50870.05870.31870.40871.06871.00870.34870.84871.19870.26868.77866.43864.48863.50863.00863.00863.55864.09866.25869.01871.73872.25873.30874.00874.00873.12872.90872.82872.41872.48875.00874.62874.62B 874.00F 874.00874.14B 874.00F 874.00874.62874.62874.67874.03873.89873.60875.00873.60873.71875.00873.00868.79868.79874.28B 873.48F 873.48B 873.48F 873.48872.39872.48872.27871.78871.46871.56872.68872.28872.06871.87872.08872.48875.00872.23872.36871.73872.31872.28871.85871.83872.74873.84873.86873.61873.502.55%2.90%2.08%1.92%4.94%4.80%0.00%3.38%4.57%2.28%2.36%2.33% 1. 1 6% 0. 8 5%7.00%2.00%2.00%2.00%2.36%870868866864874874874873.37875.00875.00874.35TW=873.00BW=863.00TW=873.00BW=864.04TW=873.00BW=864.50TW=870.50BW=867.00TW=871.00BW=869.27TW=873.00BW=871.20TW=873.17BW=869.50TW=873.80BW=867.00TW=874.00BW=864.50TW=874.00BW=864.00TW=874.00BW=863.50...06/14/202230'6' OR 3'0'30'60'90'1" = 30'07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN AREAPPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TOEXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES AREFOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OFVESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS,EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONSFOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERSASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREASSHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTINGAND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICESSUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THEMOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THEENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOTSTANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTHFINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEENSUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESSOTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING ANDUTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL INA MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSEDPROFESSIONAL ENGINEER.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIREDON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETEPASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTINGLABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BECOMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BECOMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD ASOUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER.EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED ASREQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.GRADING & DRAINAGE NOTESNOT FOR CONSTRUCTION1.BASIN EXCAVATION AND PIPE INSTALLATION MAY TAKE PLACE BEFORE CURB INSTALLATION.ALL OTHER BASIN CONSTRUCTION MUST WAIT UNTIL FINAL SITE LANDSCAPING. REMOVESEDIMENT FROM EXCAVATED BASIN PRIOR TO PLACEMENT OF FILTER MEDIA. PLACE SANDBAGS OR SIMILAR ITEM IN CURB CUTS TO PRE-FILTER STORM WATER UNTIL PLANTS AREESTABLISHED IN BASINS. MAINTAIN INLET PROTECTION ON DOWN STREAM INLETS UNTILBASINS ARE ON-LINE.2.BASIN EXCAVATION SHALL BE WITH TOOTHED-BUCKETS TO SCARIFY THE BOTTOM.3.PLACE SILT FENCE AROUND BASINS AS SHOWN IMMEDIATELY AFTER BASIN CONSTRUCTION.4.BASINS MUST BE TESTED FOR INFILTRATION RATE AFTER TOTAL SITE STABILIZATION. A DUALRING INFILTROMETER SHALL BE USED FOR TESTING. MINIMUM INFILTRATION RATE IS 1-INCHPER HOUR. IF BASIN DOES NOT MEET INFILTRATION RATE, CONTRACTOR MUST TAKECORRECTIVE ACTION UNTIL MINIMUM INFILTRATION RATE IS MET. CORRECTIVE ACTION MAYINCLUDE REMOVING PLUG IN DRAIN TILE. ALL TESTING AND CORRECTIVE ACTION SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE INCIDENTAL TO THE CONTRACT,WITH NO DIRECT COMPENSATION MADE.5.NO EQUIPMENT OR MATERIAL STORAGE, OTHER THAN CHAMBERS, WILL OCCUR IN THEINFILTRATION AREA.FILTRATION/INFILTRATION BASIN NOTESPROPERTY LINE982980POND NORMAL WATER LEVELRIDGE LINETOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALLGRADING LIMITSGLCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING LEGEND0.00%900.00900.00E.O.F.TW=XXX.XXBW=XXX.XXSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA055964007/28/22THOMAS D. DESUTTERP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00GRADING PLAN1507/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00C-GD01.DWG © 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com SF SF SF SF SF SF SF SFSFSFSF SFSFSFSFSFSFSFSFS F S F S F S F S F S F S F SF 80.0080.00 W. BROADWAY (CO. RD. 8)(VARIABLE WIDTH DEDICATEDPUBLIC RIGHT OF WAY)1 0 1 0 2 0SFOCSCS CSCSSX X X X X X X X X XXXXXXXXXXXXXXSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOMF PIPE W/CAP 44900873.98STO STOP O H P O H P O H P O HPOH P O H POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHOWNER: MATTALLIE LLCOWNER: CRYSTAL PROP OWNER LLCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: VT PROPERTIES LLCOWNER: BEAVERBUILDING I LLCWATWATWAT(80 FT. WIDE DEDICATEDPUBLIC RIGHT OF WAY)872 8 7 2 87 4 870 870872874 870868866864874874874TDDCHFTDD06/14/202230'6' OR 3'0'30'60'90'1" = 30'07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTINGUTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ANDLIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACTOR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION ANDNOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HASBEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BECONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OFCURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES,HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT.3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITYFOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USEWHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITEDTO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESCSHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THEWORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIREDTO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'SMETHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUDON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTEREACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THEEXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY.A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCETRACKING OF DIRT ONTO PUBLIC STREETS.5.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED ENDSECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVEWOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS.6.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED ANDMULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OFCONSTRUCTION.7.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT 30.5-POUNDS PERACRE.B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111(SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PER ACRE.D.POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.F.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET ISREQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BEDREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOMELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANTDISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BERESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGEDURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH APOSITIVE OUTFLOW.14.PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BECONCURRENT WITH SITE WORK.SILT FENCE (TYP.)SILT FENCE (TYP.)SILT FENCE (TYP.)ROCK CONSTRUCTION ENTRANCE (TYP.)INLET SEDIMENT CONTROL (TYP.)NOT FOR CONSTRUCTIONPROPERTY LINESILT FENCEPOND NORMAL WATER LEVELROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEMERGENCY OVERFLOWSOIL BORING LOCATIONSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWERINLET PROTECTIONEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURRETAINING WALLSFGRADING LIMITSCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)TURF REINFORCEMENT MATEROSION CONTROL LEGENDSTOWATSANGLSB-19SB-19E.O.F.HEAVY DUTY SILT FENCEHDSFREDUNDANT SILT CONTROLRSC982980982980GENERAL EROSION CONTROL NOTESSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA065964007/28/22THOMAS D. DESUTTERP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00EROSION CONTROL PLAN1507/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00C-GD01.DWG © 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.comINLET SEDIMENT CONTROL (TYP.) 80.0080.00 W. BROADWAY (CO. RD. 8)(VARIABLE WIDTH DEDICATEDPUBLIC RIGHT OF WAY)1 0 1 0 2 0SFOCSCS CSCSSWAT SAN WATSAN WAT WATX X X X X X X X X XXXXXXXXXXXXXXSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOMF PIPE W/CAP 44900873.98STO STOP O H P O H P O H P O HPOH P O H POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHOWNER: MATTALLIE LLCOWNER: CRYSTAL PROP OWNER LLCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: VT PROPERTIES LLCOWNER: BEAVERBUILDING I LLCWATWATWAT(80 FT. WIDE DEDICATEDPUBLIC RIGHT OF WAY)80.00 EASEMENT FOR PUBLIC ALLEY PER QUITCLAIM DEED NO. 1388669 (ITEM NO. 8)10 1080.00 W. BROADWAY (CO. RD. 8)(VARIABLE WIDTH DEDICATEDPUBLIC RIGHT OF WAY)1 0 1 0 2 0SFOCSCS CSCSSWAT SAN WATSAN WAT WATX X X X X X X X X XXXXXXXXXXXXXXSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO15" RCP12" RCPBENCHMARK:TOP NUT HYDRANTELEV.=874.93MF PIPE W/CAP 44900873.98STO STOP O H P O H P O H P O HPOH P O H POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHOWNER: MATTALLIE LLCOWNER: CRYSTAL PROP OWNER LLCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: VT PROPERTIES LLCOWNER: BEAVERBUILDING I LLCRE=870.93IE NW 12" CONC=866.63IE SE 12" CONC=866.73RE=870.82IE NW/SE 15" CONC=866.62IE SW 8" PVC=867.62RE=871.43IE SW/SE 12"CONC=867.33RE=868.72IE SE 18" CONC=865.52RE=871.77IE 8" PVC=862.87RE=872.74IE NE/SW 8" PVC=862.04WATWATWAT(80 FT. WIDE DEDICATEDPUBLIC RIGHT OF WAY)SAN. STUBSAN. STUBSAN. STUBSAN. STUBROOF DRAIN-SRE=869.12IE=868.24 (NE)STMH-31RE=0.00IE=866.42 (NE)IE=869.76 (S)IE=868.00 (W)IE=866.42 (SE)ROOF DRAIN-NRE=868.94IE=868.05 (E)STMH-32RE=0.00IE=866.61 (NW)IE=866.61 (SW)12" AREA DRAIN (TYP)RE=873.25IE=870.00 (N)12" AREA DRAIN (TYP)RE=873.25IE=869.86 (S)IE=869.86 (N)STMH-30RE=873.02IE=866.00 (NW)IE=866.00 (NE)IE=868.00 (SW)IE=863.75 (SE)SUMP=861.75STMH-21RE=871.75IE=866.00 (SW)IE=866.00 (E)IE=863.75 (NW)SUMP=861.75STMH-23RE=871.54IE=866.87 (SE)IE=866.87 (NE)CBMH-24RE=870.85IE=867.00 (NW)STMH-10RE=870.75IE=866.00 (NE)IE=863.75 (NW)CBMH-22RE=869.85IE=866.50 (W)CBMH-33RE=869.86IE=866.50 (SW)Ex. CBMH-5RE=868.72IE=865.52 (SW)IE=865.52 (SE)GARAGE PUMPIE=862.07 (N)IE=866.61 (SE)4 7 L F - 1 5 " S TM SW R @ 1. 0 2%80 LF-12" STM SWR @ 0 .63%30 LF-12" STMSWR @ 0.44%113 L F - 1 2 " S TM SW R @ 0 . 7 7%37 LF-12" STMSWR @ 0.50%89 LF-12" STM SWR @ 0.47%15 LF-6" PVC @0.00%17 LF-6" PVC @0.50%28 LF-4" PVC @0.50%16 LF-4" PVC @0.67%96 L F - 1 2 " S TM SW R @ 0 . 5 2%48 LF-8" STMSWR @ 0.50%11 LF-8" STMSWR @ 0.50%UNDERGROUNDCHAMBER SYSTEMTOC=868.50BOC=863.75OUTLET=866.00HWL=868.44CO-51RE=873.61IE=862.31 (NE)IE=862.31 (NW)D=11.1CO-52RE=872.88IE=862.30 (SE)IE=862.30 (SW)D=10.6MH-50RE=872.78IE=862.20 (SE)IE=862.20 (NE)IE=862.20 (SW)D=10.66" SANITARY SERVICEIE=862.33 (SW)6" SANITARY SERVICEIE=862.32 (NW)5 LF-6" PVC @0.40%26 LF-6" PVC @0.40%59 LF-6" PVC @0.40%5 LF-6" PVC @0.40%24 LF-6" PVC @0.40%N:\0035789.00\DWG\CIVIL\0035789.00C-UT01.DWG...06/14/2022##### OR ##07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..CONNECT TO EXISTING8" SANITARY SEWERIE=861.96SANITARY SEWERSTOSTORM SEWEREASEMENT LINEWATSANEXISTINGPROPOSEDUTILITY LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIESAND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TOCONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITIONOF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITSHAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITYCONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINECONSTRUCTION WITH THE UTILITY COMPANIES. OVERHEAD UTILITY LINES AND POLES ARE NOT PERMITTED BY CITY CODE, ANY EXISTING LINES AND POLES SHALL BE REMOVED.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TOCOMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGINGTO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OFTHE CONTRACTOR.6.1.ALL NECESSARY COUNTY PERMITS FOR WEST BROADWAY SHALL BE OBTAINED PRIOR TO CONSTRUCTION.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONSSHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED INWATER MAIN CONSTRUCTION.8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88.12.ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OFTHICKNESS.13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEETOF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMERWHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART 712.0.14.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306.FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF AWATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OFA BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150.16.POST INDICATOR VALVES SHALL BE AVK (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLEFOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARM SWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).17.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTHDEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.18.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.19.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.20.ALL EXISTING WATER AND SANITARY SERVICES SHALL BE DISCONNECTED AT THE MAIN.GENERAL UTILITY NOTESWATWATER MAINPROPERTY LINEHYDRANTGATE VALVEFLARED END SECTION (WITH RIPRAP)LIGHT POLEFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERSEXISTING FIREHYDRANT (TYP)EXISTING 8"WATERMAIN (TYP)EXISTING 8" SANITARYSEWER MAIN (TYP)REMOVE STUBS &ABANDON EXISTINGSANITARY SERVICESREMOVE STUBS & PLUGEXISTING SANITARYSERVICESREPLACE EXISTING CATCHBASIN CASTINGS W/DRIVEOVER CASTINGSSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA07155964007/28/22THOMAS D. DESUTTERP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00UTILITY PLAN07/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00C-UT01.DWG © 2022 Westwood Professional Services, Inc.NOT FOR CONSTRUCTION0'30'60'90'1" = 30'Common Ground AllianceCall 48 Hours before digging:811 or call811.comPROPOSED FIREHYDRANT (TYP)PROPOSED 8"WATER SERVICECONNECT TO EXISTING 8"WATERMAIN (TYP)PROPOSED FDC(TYP)TRENCH DRAIN PERDETAIL ST22 (TYP) TDDCHFTDD06/14/2022###### OR ##07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..LAST REVISED:01/09/20B6 STYLE CURB AND GUTTERSI01NOTES:1.EXPANSION JOINT SPACING IS 100'2.MIN. 3" CL. 5 UNDER C.&G.3.CURB SHALL BE PER MnDOT SPEC 25317"8"X"Y"6" 13 1/2"Curb TypeXYB612B618B62424"18"12"20"26"32"SLOPE 3/4" PER FT.13R-3"R=3"R = 1 / 2 "TIP OUT SLOPE 3/4" PER FT.INTEGRAL CURB AND WALKSI05NOTES:1.SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT.2.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.LAST REVISED:08/15/17LENGTH & LOCATION NOTED ON PLANS#4 x 3'-0" @ 3'-0" OC FOR WALK#4 x 3'-0" @ 1'-6" OC FORENTRANCE AREA3" R6"TACK COAT3"#4 REBAR6"6"6"2 1/2"MATCH ARCHITECTURAL PLAN ONWIRE & REBAR IN STOOP AREA6x6 - CONTINUOUS WIRE MESH4" GRANULAR PER ARCHITECTURAL PLANSCURB TO EXTEND TO BOTTOMOF AGGREGATE BASE5" CONCRETE WALKMATCH LINE AGG. BASEBIT. PAVEMENT13xxxxxxx2"PRIVATE CONCRETE SIDEWALKSI08NOTES:1.SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT.2.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.LAST REVISED:08/15/17FINISH GRADESEE PLAN5" CONCRETE WALK WITHCONTINUOUS WIRE MESH ANDCONTRACTION JOINTS EVERY 5' ANDEXPANSION JOINTS EVERY 100' OR AT90° INTERSECTIONS2% CROSS SLOPE6" MIN.4" MNDOT SPEC 3138 CLASS 5AGGREGATE BASEFILTER CLOTH 4'ABOVE SOURCEOF WATERMIN. 4" OVERLAPLAST REVISED:04/20/21GD21BERMWATER TABLE15 4"20 6"25 6"30 8"35 8"45 10"NOTES:1.MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE.2.SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS.3.MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT.4.LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL.5.DO NOT STRETCH.SLOPE RATIO2:1 (H:V)>2:1 - 1:1STAPLES/YARD1.2 STAPLES1.7 STAPLESSPACING FOR STAPLESSTAPLELENGTHCATEGORYOFBLANKETTYPICAL SLOPE SOIL STABILIZATIONISOMETRIC VIEWTAMP DIRTOVER MAT/BLANKETVA R I E S NON-WOVEN GEOTEXTILEFILTER FABRIC UNDERTYPICAL TREATMENTGENERALSTAPLEPATTERNVA R I E S 4'VARIES12"TEMPORARY EROSION BLANKETSTURF REINFORCEMENT MATS FOR SLOPESWET SLOPE LININGVARI E S 12"MIN.LAST REVISED:08/15/17SILT FENCEGD02RUNOFFPONDING HEIGHTFLOWFLOW PONDING HEIGHTRUNOFFNOTES:1.INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY.2.REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.3.SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.TRENCH WITH NATIVE BACKFILLALTERNATIVE DETAILEXTRA STRENGTH FILTER FABRICTYPE II - ADD WIRE MESH BACKING TYPE III - ADD WIRE MESH AND HAY BALESSTEEL ORWOOD POST36" HIGH MAX.STEEL ORWOOD POSTFILTER FABRIC,ATTACH SECURELYTO UPSTREAMSIDE OF POST4"x6" TRENCHWITH COMPACTEDBACKFILLGRAVEL8"12"MIN.9" MAX.RECOMMENDEDSTORAGE HEIGHT 10'-0" MAX. SPACING WITHWIRE SUPPORT FENCE.6'-0" MAX. SPACINGWITHOUT WIRE SUPPORTFENCESTANDARD DETAILTRENCH WITH GRAVELLAST REVISED:08/15/17CONSTRUCTION ENTRANCEGD05NOTES:1.FILTER FABRIC SHALL BE PLACED UNDER ROCK/WOOD CHIPS TO STOP MUD MIGRATION THROUGH ROCK/WOOD CHIPS.2.WOODCHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE 80% NOT LESS THAN 2-INCHES AND NOT MORE THAN 5-INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND/OR CHEMICALLY TREATED IS ALLOWED.3.ENTRANCES MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC ROADWAYS. FUGITIVE ROCK OR WOODCHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY.4.LENGTH AND WIDTH TO BE ADJUSTED FOR SITE CONDITIONS.HARD SURFACEPUBLIC ROAD1"-2" WASHED ROCKOR WOODCHIPS PERSPECIFICATIONS18" MINIMUM CUT OFF TOMINIMIZE RUNOFF FROM SITEROCK=12" MIN.WOODCHIPS=18" MIN.20' M IN .WIDTH 50' MIN.POCKETNOTES:1.ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, (MEETING MnDOT SPEC. 3733 GEOTEXTILES)2.FINISHED SIZE (INCLUDING POCKETS) SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.3.DO NOT INSTALL PROTECTION IN INLETS SHALLOWER THAN 30". THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG (USING PLASTIC ZIP TIES) TO ACHIEVE THE 3" CLEARANCE.LAST REVISED:08/15/17STORM DRAINFILTER BAG INSERTGD10FLAP4"INLET SPECIFICATIONSTO MATCH THE PLANDIMENSION LENGTHAND WIDTH21MINIMUM DOUBLESTITCHED SEAMS ALLAROUND SIDE PIECESAND ON FLAP POCKETSFRONT, BACK, ANDBOTTOM TO BEMADE FROM SINGLEPIECE OF FABRIC2"x4" HOLE SHALL BEHEAT CUT INTO ALLFOUR SIDE PANELSUSE REBAR OR STEEL RODFOR REMOVAL ( FOR INLETSWITH CAST CURB BOX,REPLACE ROD WITH WOOD2" X 4") . EXTEND 10"BEYOND GRATE ON BOTHSIDES, SECURE TO GRATEWITH WIRE OR PLASTIC TIES412" 12"12"2"LAST REVISED:11/29/18FLUSH CURB AND GUTTERSI02-D12"8"20"SLOPE GUTTER TO MATCH(3/4" PER FT. TYP)TIP GUTTER OUT AS REQUIRED3" RADIUS1/2" RADIUS7"1/4" BACK8.5"085964007/28/22THOMAS D. DESUTTERNOT FOR CONSTRUCTIONP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00DETAILS1507/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00C-DT01.DWG © 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.comSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTALAST REVISED:08/08/17WATERMAIN WET TAPWM15BITUMASTIC ANTI-CORROSIVE COATINGREQUIRED ON BARE METALS.(AEROSOL SPRAY IS NOT ACCEPTABLE)ALL BOLTS MUST BE 304 STAINLESS STEEL.AANOTE:1.DUCTILE IRON WATER MAIN SHALL HAVE CONDUCTIVITYSTRAP WELDED TO EXISTING MAIN AS SHOWN.2.PROPOSED VALVE MUST BE AVK PRODUCT.CONDUCTIVE STRAP(SEE NOTES)8" CONCRETE BLOCKUNDISTURBED EARTHCOMPACTEDGRANULAR BACKFILLRESILIENT WEDGE VALVECONFORMING TO AWWA C509STANDARDS4" - 12" S.S. TAPPING SLEEVESECTION A-APLANLAST REVISED:08/10/17ST01AARECTANGULARCATCH BASINGUTTER LINETRANSITION SECTIONEXPANSIONJOINT & FILLERB612 CURBTRANSITION SECTIONGUTTER LINEEXPANSIONJOINT & FILLERB612 CURBCATCH BASIN STRUCTUREBITUMINOUS PAVINGDEPRESS CASTING 0.15' BELOW GUTTER LINECONCRETE CURB & GUTTER BEYONDBOULEVARDADJUST BOX HEIGHT TO MATCHTOP OF CONCRETE CURBSET CASTING IN MORTAR BEDUSE ADJUST RINGS AS NEEDEDC.B. STRUCTURE-PRECASTCONC. 24"x36" (INSIDE)GROUT INVERT IN THE FIELDSTORM SEWERAGGREGATE BASEBITUMINOUS PAVINGSEE DETAIL ST16 FORCASTING TYPEPRECAST BASE4'4'PLAN VIEWSECTION A-AVARIES(SEE PLAN)LAST REVISED:08/10/17ST03STANDARD MANHOLEAANOTES:1.BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET.2.PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED.3.SEE DETAIL ST16 FOR CASTING TYPE.MINIMUM OF TWO 2"ADJUSTING RINGSCONCRETE CATCHBASIN MANHOLEAND BASE TO BECRETEX TYPE 433B ORAPPROVED EQUALMANHOLE COVER TOBE CRETEX TYPE II WITHEITHER 27" ROUND OR24"x36" RECTANGULAROPENINGVARIES 24"SECTION A-APLAN36"2" 4"AAMOUNTABLE CURB & GUTTERCONSTRUCTION AT CATCH BASINLAST REVISED:08/15/17SI28PERSPECTIVESECTION A-ANOTE:MOUNTABLE CURB & GUTTER TO BEFORMED INTO A B618 TYPE AT CATCH BASINMOUNTABLE CONCRETECURB & GUTTERCATCH BASIN FRAME& COVER#4 REBAR2" DEPR ESS ION10' M IN . TRAN S IT IONDESIGN GUTTERLINE GRADENEENAH FRAME & COVER R-3067-V WITHTYPE V GRATE OR APPROVED EQUALEXPANSION JOINTTOP OF CURB10' MIN.TRANSITION10' MIN.TRANSITIONFLOW NO SCALENO SCALECONCRETE CURB & GUTTER, CATCHBASIN LOCATION, AND TRANSITIONLAST REVISED:08/15/17SI44P.C.P.C.P.C.5'7"4"2"10'6"7"6'10'TRANSITION10'TRANSITION5'10'TRANSITIONAACATCH BASIN NEAR P.C. OR P.T.CATCH BASIN IN RADIUSDOUBLE CATCH BASINCATCH BASINCATCH BASINCATCH BASINB6 STYLECURB & GUTTERSURMOUNTABLECURB & GUTTERB6 STYLECURB & GUTTERB6 STYLECURB & GUTTERB6 STYLECURB & GUTTERSURMOUNTABLECURB & GUTTERSURMOUNTABLECURB & GUTTERSURMOUNTABLECURB & GUTTERRADIUSVARIESRADIUSVARIESRADIUS VARIESSECTION A-AVARIES(SEE PLAN)3'LAST REVISED:08/10/17ST04CATCH BASIN (SUMP)AANOTES:1.BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET.2.PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED.3.SEE DETAIL ST16 FOR CASTING TYPE.24"CONCRETE CATCHBASIN MANHOLEAND BASE TO BECRETEX TYPE 433B ORAPPROVED EQUALMANHOLE COVER TOBE CRETEX TYPE II WITHEITHER 27" ROUND OR24"x36" RECTANGULAROPENINGMINIMUM OF TWO 2"ADJUSTING RINGSINVERT ELEVATION(SEE PLAN)SECTION A-APLAN36"SI19PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS.LAST REVISED:08/15/17PAVEMENT SECTIONS2" MnDOT TYPE SPWEA340E WEARING COURSE2" MnDOT TYPE SPNWB330E BASE COURSE8" MnDOT SPEC. 3138 CLASS 55" CONCRETE PAVEMENT W/ #4 REBAR AT 16" O.C. EACH WAY6" MnDOT SPEC. 3138 CLASS 5CONCRETE PAVEMENTBITUMINOUS PAVEMENT (HEAVY DUTY)BITUMINOUS PAVEMENT (STANDARD DUTY)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COAT1-1/2" MnDOT TYPE SPWEA340E WEARING COURSE2" MnDOT TYPE SPNWB330E BASE COURSE6" MnDOT SPEC. 3138 CLASS 5COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COATNOTES:1.ADJUSTMENT RINGS SHALL BE PLASTIC, NOCONCRETE ADJUSTMENT RINGS WILL BEPERMITTED. TDDCHFTDD06/14/2022###### OR ##07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..18"SLOPESLOPE0.50%6" PVC SCH 40TRENCH DRAINLAST REVISED:08/11/17NEENAH R-4990-FCTYPE A GRATEPAVEMENT6 - #4 CONT.EXTEND 3' BEYONDENDS OF TRENCH#4 @ 12" O.C.IE = 862.15IE = 862.25RE = 862.8420'20"MAX.3/16" GAP6"6"LONGITUDINAL SECTIONCROSS SECTIONST22095964007/28/22THOMAS D. DESUTTERNOT FORCONSTRUCTIONP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00DETAILS1507/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00C-DT01.DWG © 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.comSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAHANDICAP SYMBOLLAST REVISED:08/15/17HANDICAP ACCESSIBLE SIGNAGE AND STRIPINGSI15HANDICAP SIGNNOPARKINGNOTE:BOTTOM OF SIGNS TO BE MOUNTED60"-66" FROM PARKING GRADE, SEESIGN POST INSTALLATION DETAILHANDICAP PARKINGNOTE:STRIPING TO MATCHPARKING, UNLESSPER LOCAL CODENOTE:SEE PLAN FOR PARKING LAYOUTNOPARKINGPARKINGVEHICLE IDREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLENOPARKING ACCESS AISLEHANDICAP PARKING SPACE WITHPAINTED INTERNATIONAL SYMBOL OFACCESSIBILITY WITH CONTRASTINGSQUARE BACKGROUND, CENTEREDTOWARD DRIVE AISLE.HANDICAP PARKINGSIGNS, 12"X18", OR PERLOCAL CODEHANDICAP SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPEHANDICAP PARKING ACCESSAISLE WITH PAINTED 12"HIGH LETTERING OF "NOPARKING" CENTEREDTOWARD DRIVE AISLEPER CITY CODE HANDICAP VANACCESSIBLE PARKINGSIGN, 12"X16", OR PERLOCAL CODE, ASAPPLICABLEFACE OF CURBSIDEWALKHANDICAP SIGNCENTERED AT HEAD OFSPACE, 2' MIN. AND 8'MAX. FROM FACE OFCURB2"-0"2"-0"10" DIAMETER CENTERSYMBOL IN PARKING STALL,ALL LINES TO BE 5" WIDE2"-0"NOPARKING4" WIDE PAINTED STRIPINGAT 45 DEGREES AND AT 2'O.C. AT ACCESS AISLE8'MIN.8'MIN.8'MIN.5°67.5 °LAST REVISED:08/15/17SIGN POST WITH BOLLARDSI36NOTE:TOP OF ALL HANDICAP SIGNS TO BE SETAT UNIFORM HEIGHT REGARDLESS OFVAN ACCESSIBLE SIGN OR PENALTY FINESIGN INCLUSION.BOTTOM OF THE LOWEST SIGN TO BE MOUNTED 60"-66" FROM PARKING GRADE RESERVEDPARKINGONLYVANACCESSIBLESIGNAGE PERHANDICAPACCESSIBLESIGNAGE ANDSTRIPING DETAIL12' LONG - GALVANIZED 3 LB.U-CHANNEL SIGN POST6"∅ CONCRETE FILLED STEELPOST PAINTED BLUE2000 P.S.I. CONCRETE6"3'-6" (42")3'-6" (42")3"12" SIDE SPACING(TYP.)9" INTERIOR SPACING(MIN.)77"'(TYP.)UNDERGROUND CHAMBER SYSTEMST20AWASHED COURSE AGGREGATE40% VOIDSSUITABLE SUBGRADE MATERIALPAVEMENT SECTION. TBDON-SITE FILL MATERIAL12" INLET PIPEBOTTOM OF ROCK = 863.00SEE PLAN FOR PIPE LENGTH12" CONNECTION PIPE12"IE = 866.0015" STRUCTURE OUTLET PIPEMC-3500 CHAMBER PROFILEIE = 863.75IE = 863.75IE = 863.75N.T.S.9"45" (MC-3500)*DETAIL IS SCHEMATIC FOR HYDRAULIC MODELING AND PERMITTING ONLY. SEE FINAL PLANS AND DETAILS BY STORMWATER VENDOR FOR CONSTRUCTION.*STMH/OCSLAST REVISED:01/18/22 TDDCHFTDD06/14/2022##### OR ##07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA10155377407/28/22NICHOLAS T. MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.comP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00CITY BOULEVARDPAVEMENT DETAILS07/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00C-SP01.DWG © 2022 Westwood Professional Services, Inc. 80.0080.00 W. BROADWAY (CO. RD. 8)(VARIABLE WIDTH DEDICATEDPUBLIC RIGHT OF WAY)1 0 1 0 2 0SFOCSCS CSCSSWAT SAN WATSAN WAT WATX X X X X X X X X XXXXXXXXXXXXXXSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOMF PIPE W/CAP 44900873.98STO STOP O H P O H P O H P O HPOH P O H POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHPOHOWNER: MATTALLIE LLCOWNER: CRYSTAL PROP OWNER LLCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: VT PROPERTIES LLCOWNER: BEAVERBUILDING I LLCWATWATWAT(80 FT. WIDE DEDICATEDPUBLIC RIGHT OF WAY)872 8 7 2 87 4 870 BLACK ORNAMENTALFENCE(SEE ARCH. PLANS)SHRUBS/PERENNIALSBEDSLANDSCAPEROCKSHRUBS/PERENNIALSBEDSLANDSCAPEROCKTOT LOT(SEE ARCH. PLANS)2-JTL2-ABS5-BVL4-REO3-BHS3-AUS4-BHS3-NOS1-RIB3-SKH2-PRE2-JTL1-ABS2-QUASODSODFENCE(SEE ARCH. PLANS)31-VGC24-KFG15-CAV1115N:\0035789.00\DWG\CIVIL\0035789.00L-PL01.DWG...06/14/20225377407/28/22NICHOLAS T. MEYERNOT FOR CONSTRUCTIONCommon Ground AllianceCall 48 Hours before digging:811 or call811.com30'6' OR 3'0'30'60'90'1" = 30'07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..LANDSCAPING REQUIRED: 11 TREES* ONE OVERSTORY TREE PER EVERY 30 FEET OF LOT FRONTAGE* TOTAL = 308 LF / 30 LF = 11 OVERSTORY TREES REQUIRED* SHRUBS REQUIRED AROUND BUILDING FOUNDATION ALONG FRONTAGE STREET* MINIMUM REQUIRED: SHRUBS ALONG FRONT SIDE* PROVIDED: SHRUBS/PERENNIALS AROUND THE ENTIRE BUILDING FOUNDATION* 5% OF GROSS AREA OF THE PARKING LOT SHALL BE LANDSCAPED*29,270 SF. PARKING LOT x 5% = 1,464 SF. OF LANDSCAPING REQUIRED* 1,694 SF. OF LANDSCAPING PROVIDED* LANDSCAPE BUFFER REQUIRED BETWEEN BACK OF PARKING LOT AND REAR LOT LINE* MINIMUM REQUIRED: SOD OR TURF GRASS* PROVIDED: 16 TREES (COMBINATION OF EVERGREEN & DECIDUOUS)* PARKING LOT INTERIOR: LANDSCAPED ISLANDS MIN. 9' WIDTH AT NARROWEST DIMENSION* 12'-10" PROVIDED* PARKING LOT INTERIOR: AREAS NOT COVERED BY TREE CANOPY MUST BE COVERED BY SHRUBS, GRASS, GROUND COVER, LANDSCAPE GRAVEL, OR MULCH.* PROVIDED: ROCK MULCH, GRASS, & SHRUBSTOTAL LANDSCAPING PROVIDED: 37 TREES* OVERSTORY DECIDUOUS TREES 15 TREES* OVERSTORY EVERGREEN TREES 13 TREES* ORNAMENTAL TREES 9 TREES* PARKING LOT LANDSCAPED 1,818 SF. MULTI FAMILY LANDSCAPE REQUIREMENTSLANDSCAPE PROVISIONSCOMMON/BOTANICAL NAMESIZESPACING O.C.Red Oak / Quercus rubraAS SHOWNRiver Birch / Betula nigraAS SHOWNQuaking Aspen / Populus tremuloidesAS SHOWN6' HT., BBBlack Hills Spruce / Picea glauca densataAS SHOWNNorway Spruce / Picea abiesAS SHOWNPrinceton Elm / Ulmus americana 'Princeton'AS SHOWNBoulevard Linden / Tilia americana 'Boulevard'AS SHOWNMATURE SIZEH 50'-70' W 50'-70'H 40'-60' W 30'-40'H 40'-60' W 20'-30'H 30'-40' W 20'-30'H 60'-80' W 25'-30'H 60' W 40'-50'H 60'-70' W 30'-40'SYMBOLOVERSTORY EVERGREEN TREES - 13ORNAMENTAL TREES - 9OVERSTORY DECIDUOUS TREES - 152" BB6' HT., BB CLUMPAutumn Brilliance Serviceberry / Amelanchier x grandiflora 'Autumn Brilliance'AS SHOWNH 30'-40' W 15'-20'Ivory Silk Japanese Tree Lilac / Syringa reticulata 'Ivory Silk' AS SHOWNH 20'-30' W 15'-20'ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUMO.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINERNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. PRELIMINARY PLANT SCHEDULESkyline Honeylocust / Gleditsia tricanthos var. inermis 'Skycole'AS SHOWNH 50' W 30'-35'GROUNDCOVER SCHEDULE3"-6" RIVER ROCK MULCH(ALL PLANTING BEDS)2" BB2" BB2" BB2" BB2" BB2" BB6' HT., BB* ALL DISTURBED AREAS TO BE SODDED UNLESS NOTEDOTHERWISE.*ALL MULCH RINGS AROUND TREES TO BE SHREDDEDCEDAR WOOD MULCHSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTAP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00LANDSCAPE PLAN07/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00L-PL01.DWG © 2022 Westwood Professional Services, Inc.BVLREORIBPRESKHBHSNOSQUAABSJTLSYMBOL LEGENDOVERSTORY DECIDUOUSTREESOVERSTORY CONIFEROUSTREESORNAMENTALTREESAustrian Pine / Pinus nigraAS SHOWNH 50'-60' W 30'-40'6' HT., BBAUS5QTY.4123733234NOTES:1.TREE LOCATIONS AND SPACING ARE SUBJECT TO CHANGE BASED ON CONSTRUCTED PARKING LOT,SIDEWALK, AND UTILITY LOCATIONS.2.PARKING LOT TREES SHALL BE PLANTED 5' FROM BACK OF CURB IN A LOCATION THAT DOES NOTINTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS.3.STREET TREES SHALL BE PLANTED 7' FROM BACK OF SIDEWALK IN A LOCATION THAT DOES NOTINTERFERE WITH INDIVIDUAL SEWER, WATER CONNECTIONS, AND EASEMENTS.4.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEENCOMPLETED IN THE IMMEDIATE AREA.5.DECIDUOUS TREES SHOULD BE LOCATED A MINIMUM OF 5' OFF ANY UTILITY PIPE ANDCONIFEROUS TREES TREES SHOULD BE LOCATED A MINIMUM OF 15' OFF ANY UTILITY PIPE.6.NO TREE SHOULD BE LOCATED WITHIN 10' OF A HYDRANT OR 15' FROM A STREETLIGHT.7.NO DECIDUOUS TREE WITHIN 5' OF A SIDEWALK OR TRAIL AND NO CONIFEROUS TREES WITHIN 20' OF A PROPOSED SIDEWALK OR TRAIL.8.ALL LANDSCAPED AREAS SHALL BE IRRIGATED WITH A DRIP LINE OR SPRAY SYSTEM ASAPPROPRIATE FOR THE PROPOSED PLANTINGS IN THE SPECIFIC AREA. LANDSCAPED BOULEVARDALONG BROADWAY AVENUE TO BE INCLUDED IN THE IRRIGATION SYSTEM.9.MECHANICALS TO BE SCREENED WITH ADEQUATE VEGETATION.Vintage Gold Chamaecyparis / Chamaecyparis pisifera 'Vintage Gold'4'-0" O.C.CONIFEROUS SHRUBS - 31#5 Cont.VGC31Compact American Viburnum / Viburnum trilobum 'Bailey Compact'5'-0" O.C.DECIDUOUS SHRUBS - 15#5 Cont.CAV15Karl Foerster Grass / Calamagrostis x acutiflora 'Karl Foerster'30" O.C.PERENNIALS / GRASSES - 24#1 Cont.KFG24SAND GENERAL NOTES:1.NEW TREES ARE TO BE 2" IN DIAMETER AT BREAST HEIGHTOR 4.5' ABOVE GRADE.2.SOD SHALL BE IRRIGATED.3.SEE MECHANICAL AND ELECTRICAL PLANS ANDSPECIFICATION FOR IRRIGATION WATER, METER, ANDPOWER CONNECTIONS. SITE IRRIGATION SHALL INCLUDETHE BOULEVARD IF APPLICABLE.4.SUB-CONTRACTOR SHALL SUBMIT IRRIGATION SHOPDRAWINGS TO THE ARCHITECT FOR REVIEW ANDAPPROVAL PRIOR TO INSTALLATION.5.SUB-CONTRACTOR TO VERIFY LOCATION OF ALLUNDERGROUND & ABOVE FACILITIES PRIOR TO ANYEXCAVATION OR INSTALLATION. ANY DAMAGE TOUNDERGROUND & ABOVE GROUND FACILITIES SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR AND ALLCOSTS ASSOCIATED WITH THE REPAIR OR REPLACEMENTSHALL BE BORNE ENTIRELY BY THE SUB-CONTRACTOR. ...06/14/2022###### OR ##07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TOVERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANYPLANTS OR LANDSCAPE MATERIAL.2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEENCOMPLETED IN THE IMMEDIATE AREA.4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TOSUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR.5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THEGUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTENACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE AONE YEAR GUARANTEE COMMENCING UPON PLANTING.6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMENGRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTHRATIO OF NO LESS THAN 5:3.7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOSTCURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-INMATERIALS IF NECESSARY; TEMPORARY ONLY.10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THETOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVEDDOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED,THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE.11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT ANDBREAK APART PEAT POTS.12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECTPOOR BRANCHING OF EXISTING AND PROPOSED TREES.13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONEYEAR.15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONSPRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FORTHE NEED OF ANY SOIL AMENDMENTS.16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877(SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS,ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIEDOTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTHTOPSOIL FOR TREE, SHRUBS, AND PERENNIALS.17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE ANDSHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH.SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS.PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOODMULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVEDEQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3"DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC,BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BEAPPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS(WHERE APPLICABLE).18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLYEDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTHCURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITHBASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZECURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDEV-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS.INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTEDOTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE).19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKINGLOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREESAND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX,FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSUREDRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PERMN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROLPLAN.20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BEDESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOPDRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OFIRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS,AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUPDURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALLPARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BEOBTAINED FROM THE GENERAL CONTRACTOR.21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THEPLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOTPROVIDE WATER FOR CONTRACTOR.22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARDAREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION.23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.24.RAIN GARDEN NOTE: PROVIDE AND INSTALL EROSION CONTROL BLANKET AT RAIN GARDENAREA SIDE SLOPES AFTER ALL PLANTING HAVE BEEN INSTALLED. BLANKET TO BE ONESEASON GEOJUTE, MN/DOT CATEGORY 2 (STRAW 1S, WOOD FIBER 1S), OR APPROVEDEQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SOD STAPLES. PLACEBLANKET PERPENDICULAR TO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TO PREVENTUNDER MINING. PROVIDE SILT FENCE AT TOP OF SLOPE AS NEEDED. SHREDDEDHARDWOOD MULCH TO MATCH OTHER PROJECT PLANTING MULCH. PLACE 4" DEPTH OFMULCH AT ALL PLANTING AND EROSION CONTROL BLANKET AREA (NO FILTER FABRIC). SEERAIN GARDEN DETAIL FOR FURTHER INFORMATION. RAIN GARDEN TO PROVIDE PROPERINFILTRATION AND DRAINAGE REQUIREMENTS PER ENGINEERS APPROVAL.PLANTING NOTESPLANTING DETAILSLAST REVISED:10/23/18SHRUB & PERENNIALCONTAINER PLANTINGLA27-CN.T.S.2XCONT.DIAMETERSET CONTAINER ROOT SOIL ONUNDISTURBED SUBSOIL OR MILDCOMPACTED SOIL FOR DEPTH TO MATCHFINISH GRADESCARIFY SIDES AND BOTTOM OF HOLE.DEPTH PER CONTAINER SOIL DEPTHBACKFILL PLANT PIT WITH SPECIFIEDPLANTING SOIL OR AS APPROVEDEDGING AT PLANTING BEDS, AS SPECIFIED,ADJACENT TO LAWN AREASMULCH AS SPECIFIED (AND FILTER FABRIC,AS INDICATED)REMOVE CONTAINER, SCARIFY SIDES, ANDSET SOIL MASS ON COMPACTED SOIL BASEMOUND, MATCHING SHRUBS NATURALGROUNDLINE WITH FINISHED GRADELAST REVISED:10/19/18DECIDUOUS TREEPLANTINGLA28N.T.S.SET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITH FINISHEDSITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIED BACKFILLSOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.TREE WRAP MATERIAL FROM GROUNDLINEUPWARD TO FIRST BRANCHES, AS REQUIRED.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERSET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITHFINISHED SITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIEDBACKFILL SOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERLAST REVISED:10/19/18EVERGREEN TREEPLANTINGLA29N.T.S.TREE (TYP.)SEE LANDSCAPE PLAN FORSPECIFIC PLANTINGSMULCH OR SOD, SEE PLAN.CONCRETE CURB (TYP.)24" MINIMUM OF PLANTING SOILGRADING TO BERM CENTEROF MEDIAN (12" HEIGHT MIN.)12"BERMVARIES LAST REVISED:06/13/22PARKING LOTISLAND PLANTINGLA14LAST REVISED:09/17/08SIDEWALK &PLANTER EDGELA11N.T.S.SIDEWALKAGGREGATE SUBBASEEXISTING SOILMAINTAIN TOP OF MULCH SLIGHTLYLOWER THAN EXISTING EDGE.PLANTING BED SOIL MIX TO BEMINIMUM OF 4" BELOW SIDEWALKEDGE TO ALLOW FOR ADEQUATE LIPFOR MULCH.SPECIFIED TOPSOILSPECIFIED MULCHBUILDINGEXTERIORWALLMAINTAINPOSITIVEDRAINAGE AWAYFROM BUILDING1"LAST REVISED:09/18/08VINYL EDGERLA10N.T.S.SPECIFIED TOPSOILSPECIFIED MULCHVINYL BED EDGINGFINISHED GRADEFOR LAWNEXISTING SOILANCHOR FLANGEVINYL EDGING STEELSTAKE. DRIVE STAKETHROUGH ANCHORFLANGE (MAXIMUMSPACING 6' O.C.)PLANTING BEDSOIL MIX TO BEMINIMUM OF 4"BELOW EDGINGTOP TO ALLOWFOR ADEQUATE LIPFOR MULCH.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTA12155377407/28/22NICHOLAS T. MEYERCommon Ground AllianceCall 48 Hours before digging:811 or call811.comP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00LANDSCAPE NOTES &DETAILS07/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789.00L-PL01.DWG © 2022 Westwood Professional Services, Inc. TDDCHFTDD06/14/2022###### OR ##07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..SWPPP NOTESLISTED BELOW ARE ADDITIONAL BMP'S THAT MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSIONCONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVALFROM AN OWNER HAS BEEN GIVEN.1.WORK ADJACENT TO RESIDENTIAL PROPERTIES·INSTALL SILT FENCE FOR PERIMETER BARRIER BETWEEN TOE OF FILL ANDPROJECT BOUNDARY.·INSTALL RUNOFF DIVERSIONS TO TEMPORARY SEDIMENT BASINS IF 10 OR MORE ACRES ARE DRAININGTOWARD THE PROPERTY BOUNDARY.2.IMPORTANT VEGETATION·SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTALLED TO PROTECT IMPORTANTVEGETATION AND PROHIBIT VEHICULAR TRAFFIC.·A SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT (INCLUDING VEHICLEPARKING), CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL OR FILL STOCKPILES INSTALLED WITHIN A 25-FOOT MINIMUM BUFFER OUTSIDE THE DRIP LINE OF TREES.3.BLUFF PROTECTION·TREES SHALL BE SELECTIVELY TRIMMED ALONG BLUFFS OR CLEARED TO ALLOW EQUIPMENT TO OPERATE ONLYWITHIN CONSTRUCTION LIMITS SHOWN ON THE PLAN.·GRUBBING OF ROOTS SHALL BE AVOIDED EXCEPT WHERE NECESSARY TO COMPLETE WORK.·MACHINE SLICED SILT FENCE OR BIO-ROLLS SHALL BE PLACED AROUND STOCKPILES ON SLOPES NOT ALREADYCONTAINED BY SILT FENCES, AND NO STOCKPILES SHALL BE PLACED WITHIN 30 FEET OF BLUFF EDGE.TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·RUNOFF FROM THE TOP OF BLUFFS MAY BE DIRECTED DOWN LONG OR STEEP SLOPES THROUGH SLOPE DRAINS.·PLASTIC SHEETING MAY BE USED TO PROTECT SMALL, STEEP AREAS OF EXPOSED SOIL.·FILL SLOPES SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OF COMPLETION OF WORK. INSTALL EROSIONCONTROL BLANKET ACCORDING TO AND AS INDICATED ON THE PLAN.4.DITCH PROTECTION (TEMPORARY OR PERMANENT)·THE LAST 200 FEET OF ANY DITCH CONNECTING TO A SURFACE WATER SHALL HAVE TEMPORARY ORPERMANENT STABILIZATION MEASURES IN PLACE WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACEWATER. DITCHES MAY BE KEPT IN A "SMOOTH" ROUGH GRADED CONDITION IN ORDER TO PROPERLY INSTALLEROSION CONTROL SEEDING, MULCH, MATS AND BLANKETS.·STABILIZATION METHODS FOR DITCH BOTTOM WETTED PERIMETER MAY INCLUDE ONE OF THE FOLLOWING ORCOMBINATIONS OF EROSION CONTROL BLANKET, MATS, RIPRAP, BIO-ROLLS OR ROCK CHECK DAMS. THEMETHOD CHOSEN WILL BE BASED ON AN ANALYSIS OF THE SLOPE AND VELOCITY OF THE RUNOFF. THESE AREADDITIONAL BMP'S WHICH MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSION CONTROLPLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVAL FROMAN OWNER HAS BEEN GIVEN.·WHERE DITCH GRADES EXCEED 5%, ROCK CHECK DAMS OR EQUIVALENT BMP SHALL BE INSTALLED. CHECKDAMS TO BE SPACED SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE ELEVATION OF THE TOE OF THEUPSTREAM DAM. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OFSEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·ABOVE THE WETTED PERIMETER, THE DITCH WILL BE STABILIZED BY SEEDING AND MULCH AND/OR EROSIONCONTROL BLANKETS DEPENDING ON SIDE SLOPE STEEPNESS AND LENGTH.·ALL DITCHES WILL BE STABILIZED WITHIN 14 DAYS.5.WORK NEXT TO STREAMS·NO DISTURBANCE SHALL OCCUR IN IMPAIRED STREAMS OR PROTECTED WATERS. THIS WILL BE ACCOMPLISHEDUSING TEMPORARY BRIDGING TO SPAN STREAMS FOR ACCESS DURING BRIDGE OR ROADWAY CONSTRUCTION.ALSO, PIERS AND PILING WILL NOT BE PLACED IN THE STREAM.·CONSTRUCTION ACTIVITIES NEXT TO STREAMS WILL BE SCHEDULED FOR PERIODS WHEN FLOWS AREAANTICIPATED TO BE LOW.·GRUBBING OF ROOTS SHALL BE KEPT TO A MINIMUM.·A 4-FOOT WIDE BUFFER OF VEGETATION SHALL BE LEFT ON STREAM BANKS.·THE PRIMARY BMP SHALL BE MACHINE SLICED SILT FENCE AND HAY BALES PLACED ALONG THE BUFFER. AS AREDUNDANT BMP, A FLOATING SILT CURTAIN MAY LINE THE CHANNEL BANKS DURING PERIODS OF FLOWINGWATER. THE FLOATING SILT CURTAIN SHALL NOT BE PLACED ACROSS A STREAM.·SHOULD THE PREVIOUS BMPS PROVE UNSUCCESSFUL, THE SILT FENCE/HAY BALES WILL BE REPLACED BYSANDBAGS, PLYWOOD BARRIERS OR SHEETPILE CUTOFFS AS DIRECTED BY THE OWNER AND TO THESATISFACTION OF THE ENGINEER.6.WORK IN STREAMS·CONSTRUCTION ACTIVITIES IN STREAMS WILL BE SCHEDULED FOR PERIODS WHEN FLOWS ARE ANTICIPATED TOBE AT A MINIMUM.·FLOATING SILT CURTAIN SHALL NOT BE PLACED ACROSS STREAMS.·TEMPORARY LOW FLOW DRAINAGE CROSSINGS (FORDS) SHALL BE CONSTRUCTED OF CLEAN STABILIZINGMATERIAL SUCH AS ROCK. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORSMETHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·UPON COMPLETION OF WORK THE CROSSING WILL BE REMOVED AND THE STREAM BANKS STABILIZED.STABILIZATION ACTIVITIES WILL COMMENCE WITHIN 24 HOURS OF THE CROSSING BEING REMOVED.TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·LARGE CULVERTS SHALL BE CONSTRUCTED UNDER DRY CONDITIONS.·IF THERE IS FLOWING WATER DURING CONSTRUCTION THE FLOW MAY BE DIVERTED AROUND THE WORK SITE INA STABLE MANNER USING SANDBAGS AND PLASTIC SHEETING, PLYWOOD, OR SIMILAR METHODS.·IF A BYPASS CHANNEL IS NECESSARY, IT WILL BE STABILIZED WITH RIPRAP OR PLASTIC SHEETING BEFOREDIVERTING THE STREAM. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHODOF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·IF DEWATERING OF CONTAMINATED WATER FROM EXCAVATION IS NEEDED, THE CONTAMINATED WATER SHALLBE PUMPED TO A TEMPORARY SEDIMENT BASIN.7.WORK NEXT TO WETLANDS·PRESERVE A 50' NATURAL BUFFER, OR IF A BUFFER IS INFEASIBLE, PROVIDE REDUNDANT SEDIMENT CONTROLSPRIOR TO DISTURBANCE OF UP-GRADIENT AREAS.·FILL SLOPES ADJACENT TO WETLANDS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OF COMPLETION OFWORK. INSTALL EROSION CONTROL BLANKET AS INDICATED ON THE EROSION CONTROL / GRADING PLAN.8.WORK IN WETLANDS·WORKPADS AND PATHS MADE OF WOOD CHIPS, LOG MATS, MUD MATS, OR GEOTEXTILE AND CRUSHED ROCKMAY BE USED.·HEAVY DUTY SILT FENCES WITH HAY BALES MAY BE USED FOR PERIMETER CONTROL TO LIMIT THE SIZE OF THECONSTRUCTION SITE AS INDICATED ON THE GRADING PLANS. IN THE CASE OF OPEN WATER WETLANDS,FLOATING SILT CURTAINS SHALL BE INCORPORATED AS WELL AS INDICATED ON THE GRADING PLANS.·SOIL STOCKPILES SHALL NOT BE PLACED IN EXISTING WETLANDS.·TOPSOIL IMPORTED TO RESTORE WETLANDS SHOULD NOT CONTAIN THE FIRST 12 INCHES OF INPLACE SOIL.TOPSOIL THAT MAY CONTAIN PURPLE LOOSESTRIFE OR OTHER NOXIOUS WEEDS SHOULD NOT BE IMPORTED TOWETLANDS.9.LONG-STEEP CUT/FILL SLOPES·THERE WILL BE NO UNBROKEN SURFACE SLOPE LENGTHS OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADEOF 3:1 OR STEEPER WITHIN 200 FEET OF SURFACE WATERS. ALL EXPOSED AREAS WITH A CONTINUOUS POSITIVESLOPE WITHIN 200 FEET OF A SURFACE WATER WILL HAVE A TEMPORARY OR PERMANENT COVER YEAR ROUND.THE EXPOSED SOILS SHALL BE STABILIZED WITHIN 14 DAYS·PLANNED SLOPES OF 3:1 (H:V) OR STEEPER AND GREATER THAN 75 FT IN LENGTH WILL BE TEMPORARILY ORPERMANENTLY STABILIZED IN INCREMENTS NOT TO EXCEED 75 FT, PRIOR TO CONSTRUCTION OR DISTURBING ANEW INCREMENT.·LONG SLOPES SHOULD BE BROKEN INTO SHORTER LENGTHS BY INSTALLING STRAW BIOROLLS IN INTERLOCKINGHERRINGBONES AS SHOWN ON THE GRADING PLAN. IF TEMPORARY SEEDING AND MULCH CAN NOT BE USEDON SLOPES STEEPER THAN 3:1, THEN THE SLOPE MAY BE COVERED WITH TARPS OR PLASTIC SHEETING.TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE SOIL SURFACE ON RE-VEGETATED SLOPES WILL BE ROUGHENED USING ANY APPROPRIATE IMPLEMENT THATCAN BE SAFELY OPERATED ON THE SLOPE, SUCH AS BULLDOZERS OR DISKS. THE GROOVES SHALL BE CREATEDPERPENDICULAR TO THE SLOPE TO HELP ESTABLISH VEGETATIVE COVER, REDUCE RUNOFF VELOCITY, INCREASEINFILTRATION, AND PROVIDE FOR SEDIMENT TRAPPING.10.CULVERT INLET/OUTLET PROTECTION·SOD MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SHOWN ON THE GRADING PLAN, UNLESSVELOCITIES REQUIRE RIPRAP.·AT LEAST ONE 2-FOOT WIDE STRIP OF SOD OR FIBER BLANKET SHALL BE PLACED ALONG THE EDGES OF CULVERTHEADWALLS AND WINGWALLS AS SHOWN ON THE GRADING AND/OR UTILITY PLANS.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON ISINSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.11.STORM SEWER INLET PROTECTION·STORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULD DISCHARGE TO ANINLET HAVE BEEN STABILIZED.·INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHEN CASTINGS ARE NOT INPLACE. AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.·INFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHEN CASTINGS ARE INPLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.·DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS IS NEEDED DUE TO WINTERCONDITIONS OR FLOODING CONCERNS.12.STORM WATER POND OUTLETS·TEMPORARY OR PERMANENT ENERGY DISSIPATION MEASURES SHALL BE IN PLACE AT THE STORM WATER PONDOUTLETS WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE WATER.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO APRON INSTALLATION AND SHALL BE INSTALLEDUNDER THE APRON LIP.·POND EMERGENCY SPILLWAYS SHALL BE LINED BASED ON THE DESIGN DISCHARGE FLOW VELOCITY AND ASINDICATED ON GRADING AND/OR UTILITY PLANS.13.TEMPORARY SEDIMENT BASINS·TEMPORARY SEDIMENT BASINS WILL BE PROVIDED WHERE 10 OR MORE ACRES OF DISTURBED SOIL DRAIN TO ACOMMON LOCATIONS. THE BASIN SIZE IS BASED ON RUNOFF FROM A 2-YEAR, 24 HOUR STORM, FOR EACHACRE DRAINED TO THE BASIN. AT A MINIMUM, THE BASIN WILL PROVIDE 1800 CUBIC FEET OF STORAGE FOREACH ACRE DRAINED TO THE BASIN.·SEDIMENT BASINS WILL DETAIN WATER LONG ENOUGH TO SETTLE OUT AT LEAST 75 PERCENT OF THE SEDIMENT.THE USE OF FLOCS MAY BE NECESSARY. THE DISCHARGE QUALITY SHALL BE EQUAL TO OR BETTER THAN THERECEIVING WATER. THE TEMPORARY BASIN MAY BE DRAWN DOWN WITH A PUMP TO INCREASE CAPACITY FORTHE NEXT RAIN EVENT. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHODOF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE SEDIMENT PONDS WILL BE EXCAVATED TO MAINTAIN THE NECESSARY SEDIMENT CAPACITY ANDCONTAINMENT.·TEMPORARY SEDIMENT FOREBAYS WILL BE CONSTRUCTED TO CAPTURE SEDIMENT BEFORE IT ENTERS THE POND,IF NECESSARY.·THE SEDIMENT PONDS WILL BE MONITORED BY THE CONTRACTOR TO DETERMINE THE SEDIMENT LEVEL IN THEPOND.·WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE TEMPORARY BASIN REACHES ½ FULL (50% OF THE STORAGEVOLUME) THE BASIN SHALL BE DRAINED USING PUMPS AND ENERGY DISSIPATION AND SEDIMENT REMOVALSHALL BE COMPLETED WITHIN 72 HOURS OF DISCOVERY OF THE BASIN BEING 1/2 FULL OF SEDIMENT, OR ASSOON AS FIELD CONDITIONS ALLOW ACCESS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TOCONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THEGRADING CONTRACT.·TEMPORARY SEDIMENT BASINS WILL HAVE A STABILIZED EMERGENCY OVERFLOW AND CONTAIN ENERGYDISSIPATION AT BASIN OUTLET.14.DEEP UTILITIES: WATER AND SANITARY/GAS LINE·SILT FENCE OR A SIMILAR TYPE OF PERIMETER CONTROL SHALL BE PLACED DOWN GRADIENT OF THE EXCAVATEDSOIL IF WORK IS DONE WITHIN 200 FEET OF WETLANDS OR STREAMS.·DISTURBANCE OF CHANNEL BANKS, WETLANDS, AND IMPORTANT VEGETATION AREAS SHALL BE MINIMIZED TOTHE EXTENT POSSIBLE.·THE UTILITY CONSTRUCTION SITE SHALL BE SEEDED WITH A TEMPORARY·SEED MIX AND MULCH AFTER INSTALLATION IF THE SITE WILL BE IDLE FOR 7, 14, OR 21 DAYS DEPENDING UPONSLOPES OF STEEPER THAN 3:1, 3:1 TO 10:1 AND FLATTER THAN 10:1 RESPECTIVELY.15.STOCKPILES (TEMPORARY AND PERMANENT)·LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITE DRAINAGE ROUTES·PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES IF NOT PLACEDWITHIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL.·TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THE STOCKPILES SHALL BESHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED WITHIN 7 DAYS. TEMPORARYEROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·IF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BE COVERED WITHHYDROMULCH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER.·IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE INSTALLED (I.E. PVCPIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS SHALL BE INCIDENTAL TO THE CONTRACTUNLESS PREVIOUSLY APPROVED BY THE OWNER / ENGINEER16.CONSTRUCTION DEWATERING·DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT BE DIRECTLY DISCHARGED TOSURFACE WATERS. OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER INCLUDE: (TEMPORARY EROSIONCONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORKSHALL BE INCIDENTAL TO THE GRADING CONTRACT):oCONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE.oUSE A PORTABLE SEDIMENT TRAP SYSTEM.o APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENT TRAPS OR ASERIES OF DITCH CHECKS TO CONTAIN SEDIMENT.oDISCHARGE THROUGH FIBERLOGS OR A ROCK WEEPER INTO A LARGE VEGETATIVE BUFFER AREA.o PUMP TO A TEMPORARY SEDIMENT BASIN.·ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS.·DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING CHANNELS ORADVERSELY IMPACT WETLANDS.·ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION DEWATERING SHALL BECONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING.17.CONSTRUCTION ENTRANCES·A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES LEAVE THECONSTRUCTION SITE.·THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH.·GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TO PREVENT MIGRATION OFMUD FROM UNDERLYING SOIL INTO THE CONSTRUCTION ENTRANCE MATERIAL.·ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS.·CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS NEEDED.·TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH DAY USING PICK-UPTYPE STREET SWEEPER.·IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BE LENGTHENED ORANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORSMETHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS. IF TRACKING INTOADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPING SHALL BE INCREASED.18.CONCRETE TRUCK WASHOUT·CONCRETE TRUCKS SHALL UTILIZE THE CONCRETE WASHOUT AREA SHOWN ON THE PLANS TO WASH ANDRINSE THEIR EQUIPMENT PRIOR TO LEAVING THE SITE.·WASHOUT OF CONCRETE MIXER TRUCKS WILL BE PERFORMED IN THE DESIGNATED AREAS ONLY.·WASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFFICIENT CONTAINMENT FOR ALL LIQUIDAND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS.·WASHOUTS SHALL BE CLEARLY MARKED ON SITE WITH SIGNAGE BY THE UTILITY CONTRACTOR WITH APPROVALFROM OWNER.·WASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM DRAINAGE FACILITIES AND WATERCOURSES.·CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATERFROM INFILTRATING/CONTACTING WITH SOIL.·IMPERMEABLE LINER INCLUDES 10 MIL POLYLINER OR COMPACTED CLAY LINER.·WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS.19.VEHICLE MAINTENANCE·ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY.·VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THE WASHING WILL BECONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTEPROPERLY DISPOSED OF.·ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY, RUNOFF FROM THE OPERATION WILLBE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED OF AT A TREATMENT FACILITY.·ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASHWATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.20.FUELING·ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY A SECONDARYCONTAINMENT SYSTEM.·FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE FUEL SPILLS TO BEDISCHARGED INTO STORM WATER SYSTEMS.·ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL SPILLS.·ALL REQUIRED FUEL CONTAINMENT AND CLEAN-UP MATERIALS AND THE PROPER DISPOSAL OF THE MATERIALSSHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.21.HAZARDOUS MATERIALS·HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR UNAUTHORIZED ACCESS.·CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.·MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WASTE.·NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIED CRITICAL AREA.·ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE IN CLEANING UPSMALL SPILLS.·IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OROTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS WITHIN 24HOURS OF DETECTION OR NOTIFICATION.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BEINCIDENTAL TO THE CONSTRUCTION CONTRACT.22.CHEMICAL CONTAINMENT·GASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION ARE NOT ALLOWEDTO CONTACT THE GROUND SURFACE, BE EXPOSED TO GROUNDWATER OR BE RELEASED TO A SURFACE ORGROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES.·ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILL ATTACHED, UNLESSTHE CONTAINER IS NOT RESEALABLE.·HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGE AREA AT THE END OFEACH DAY.·AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIRED JOB.·THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTS THAT POSE APOLLUTION HAZARD.·THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSED OF IN ACCORDANCEWITH FEDERAL, STATE AND LOCAL REGULATIONS.·ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITH THEMANUFACTURE'S RECOMMENDED METHODS.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BEINCIDENTAL TO THE CONSTRUCTION CONTRACT·ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS.23.SOLID WASTE·SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON A REGULARBASIS.·CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THE SITE.·MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE.·SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO THECONSTRUCTION CONTRACT.24.DUST CONTROL·THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITED TO THE FOLLOWING:A.RAPID STABILIZATION METHODS ON SLOPESB.WATER ON ROADWAYS AND GRADED AREASC.ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM CHLORIDE PETROLEUMEMULSION RESINS, OR ACRYLIC COPOLYMERS MAY ALSO BE USED.·ALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT AS PERSPECIFICATIONS.25.WINTER STABILIZATION·COVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OF CONSTRUCTIONACTIVITIES FOR WINTER·ALL EXPOSED SOILS TO BE COVERED WITH 2 TONS TYPE 1 MULCH·ALL EXPOSED SOILS TO BE SEEDED WITH MNDOT SEED MIX 150·ALL LOW POINTS IN ROADS TO BE ADEQUATELY DRAINED IN ACCORDANCE WITH NPDES DEWATERINGREQUIREMENTS PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS. SECTION D. DEWATERING AND BASINDRAINING.·PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK OF THE CURB ANDOUT OF THE PLOWED SNOW AREA.·PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND MAINTAINED·INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITH DOCUMENTATION WITHIN 72HOURS FROM LEGAL AUTHORITY.·IF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSED SOILS SHALL BESTABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE 100-YR FLOOD ELEVATION.·ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULD HAVE OUTLETS ANDSTABILIZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADING AND/OR UTILITY PLAN AND AT THEAPPROVAL OF THE OWNER.26.NON-STORMWATER DEWATERING·HYDRANT FLUSHING: FLUSHING OF HYDRANTS WILL BE DISCHARGED·THROUGH TEMPORARY PIPES AS NECESSARY, ONTO IMPERVIOUS SURFACES OR TO STABILIZED ARES WITHENERGY DISSIPATION AT THE DISCHARGE POINT. THE DISCHARGE SHOULD BE COLLECTED BY THE STORMWATER BASINS AND STORM SEWER SYSTEM.·POTABLE WATER DISCHARGE: ALL WATER LINES WILL BE FLUSHED USING HOSES AND DISCHARGED ONTO ANIMPERVIOUS SURFACE AND DIRECTED TO THE STORM SEWER INFRASTRUCTURE BY NON-EROSIVE MEANS.27.WORK NEAR SPECIAL WATERS·EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED.·TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OFDISCHARGE.·IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONAL NOTES ANDREQUIREMENTS.·MAINTAIN AT ALL TIMES, 100 FT UNDISTURBED BUFFER AROUND SPECIAL WATERS.·NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "SPECIAL WATERS"28.WORK NEAR OR IN IMPAIRED WATERS·EXPOSED SOILS MUST BE STABILIZED WITHIN 7 DAYS OF ACTIVITY TEMPORARILY OR PERMANENTLY CEASED.·TEMPORARY SEDIMENT BASIN NEEDED WITHIN AREAS 5 ACRE DISTURBANCE WITH COMMON POINT OFDISCHARGE.·IF WORK IS NEAR SPECIAL WATERS REFER TO APPENDIX A OF THE NPDES PERMIT FOR ADDITIONAL NOTES ANDREQUIREMENTS.·NO UNTREATED DEWATERING WILL TAKE PLACE AND DISCHARGE TO "IMPAIRED WATERS"29.INFILTRATION/FILTRATION AREAS·FENCE OFF AREA PRIOR TO BEGINNING CONSTRUCTION.·EXCAVATION AREA SHALL TAKE PLACE AFTER CONTRIBUTING AREAS ARE AT FINAL GRADE AND STABILIZED.·DO NOT USE HEAVY/WHEELED EQUIPMENT IN FILTRATION AREA.·DIVERSIONS, REDUNDANT SEDIMENT AND EROSION CONTROLS MUST BE USED TO PROTECT AREA.·ENSURE 8 FT MAINTENANCE ACCESS IS ADEQUATE FOR AREA.·IF GRADING MUST OCCUR IN FILTRATION AREA, LEAVE GRADE 3 FT HIGH TEMPORARILY UNTIL AREA CAN BEFINAL GRADED AND STABILIZED13155964007/28/22THOMAS D. DESUTTERP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00SWPPP NOTES07/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789C-SWPPP.DWG © 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.comSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA TDDCHFTDD06/14/2022###### OR ##07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..SWPPP NARRATIVETHE SWPPP IS PREPARED IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REGULATIONS AS ESTABLISHED BYTHE CLEAN WATER ACT. THE MINNESOTA POLLUTION CONTROL AGENCY'S CONSTRUCTION GENERAL PERMIT MN R100001 (CSGP) (EXPIRATION DATE:JULY 31, 2023) PROVIDES A FRAME WORK OF REQUIREMENTS FOR COMPLIANCE TO DISCHARGE STORMWATER FROM A CONSTRUCTION SITE.THE SWPPP IS FOR IMPLEMENTATION BY THE OWNER AND OPERATOR, AS LISTED BELOW, AT (FILL IN PROJECT NAME). THIS REPORT SHALL BE ON THESITE AT ALL TIMES DURING CONSTRUCTION. THE OWNER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THE NOTICE OFTERMINATION. THE FOLLOWING ARE OUTLINED IN THIS SWPPP:- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION- SOURCES OF STORMWATER AND NON-STORMWATER POLLUTION- INSPECTION AND MAINTENANCE PROCEDURESTHE GRADING AND EROSION CONTROL PLAN PREPARED FOR 5240 W BROADWAY APARTMENTS SHALL BE CONSIDERED PART OF THE SWPPP.PROJECT LOCATIONTHIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR 5240 W BROADWAY APARTMENTS IN CRYSTAL, MN. THE SITE ISLOCATED SOUTHEAST OF THE INTERSECTION OF DOUGLAS DRIVE AND WEST BROADWAY, ON THE NORTH SIDE OF BROADWAY.PROJECT CONTACT INFORMATIONOWNER/DEVELOPER:CONTRACTOR:SAND COMPANIES, INC.TBDMEGAN SAND CARR366 S 10TH AVE, P.O. BOX #727mscarr@sandcompanies.comIDENTIFY PERSONNEL INVOLVED WITH THE PROJECT AND THEIR RELATED NECESSARY TRAINING COMMENSURATE WITH THEIR TASK PRIOR TOCOMMENCEMENT OF CONSTRUCTION ACTIVITIES.SWPPP DESIGNER:SWPPP INSPECTION:BMP INSTALLER:WESTWOOD PROFESSIONAL SERVICESTBDSEE CONTRACTORCHRISTIAN H. FROEMKE12701 WHITEWATER DRIVE952-906-7489CHRISTIAN.FROEMKE@WESTWOODPS.COMU OF M DESIGN OF CONSTRUCTION SWPPPEXPIRATION DATE: MAY 31, 2025OWNER/OPERATOR RESPONSIBILITIESOWNER-DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/NOI SUBMITTAL.-SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOI)-COMPLIANCE WITH ALL TERMS AND CONDITIONS OF CONSTRUCTION GENERAL STORMWATER PERMIT-SWPPP SUBMITTAL FOR 30 DAY REVIEW FOR PROTECT GREATER THAN 50 ACRES & DISCHARGING TO SPECIAL/IMPAIRED WATERS WITHIN 1 MILE OFSITE DISCHARGE.-KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION)-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER ALL PERMIT TERMINATION CONDITIONS AS LISTED IN SECTION 13 ARE COMPETE-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS OF MEETING REQUIREMENTS OF FINAL STABILIZATION-IDENTIFY WHO HAS LONG TERM OPERATION AND MAINTENANCE RESPONSIBILITY OF THE PERMANENT STORMWATER SYSTEM.-DEVELOP CHAIN OF RESPONSIBILITY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE.-IDENTIFY TRAINED PERSONNEL TO DEVELOP THE SWPPP, INSTALL AND MAINTAIN BEST MANAGEMENT PRACTICES, AND OVERSEE THE SWPPP ANDCONDUCT INSPECTIONSOPERATOR-COMPLETION OF AN ACCURATE NOI WITH THE OWNER-COMPLIANCE WITH CSGP SECTIONS 3, 4, 6-22, 24 AND ANY APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23 (MINN. R. 7090)-KEEPING THE PERMIT UP-TO-DATE WITH THE OWNER (PARTIAL, WHOLE, CONTRACTOR, BUILDER, ETC)-COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION WITH OWNER AS NEEDED.PROJECT DESCRIPTIONTHE SITE IS APPROXIMATELY 1.75ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TO A MULTI-STORY APARTMENT BUILDING WITHUNDERGROUND PARKING AND ASSOCIATED STREETS AND INFRASTRUCTURE.PROJECT AREA = 1.75 ACRESDISTURBED AREA = 1.75 ACRESEXISTING IMPERVIOUS AREA = 1.00 ACRESPROPOSED IMPERVIOUS AREA = 1.32 ACRESPRE-DEVELOPMENT SITE CONDITIONSTHE EXISTING SITE CONSISTS PRIMARILY OF IMPERVIOUS SURFACES AND GRASSY OPEN SPACE. THE SITE CONTAINS TYPE A SOILS WITH AN INFILTRATIONRATE OF 0.8 IN/HR. THE SITE FLOWS FROM NORTHWEST TO THE SOUTHEAST ALLEY WHERE IT DISCHARGES FROM THE SITE THROUGH EXISTING STORMSEWER.SOIL TYPESTHE SITE CONTAINS PRIMARILY NATIVE SANDY MATERIAL WITH SOME EXISTING FILL WITH CONCRETE AND BITUMINOUS DEBRIS. REFER TOGEOTECHNICAL REPORT DATED 06/28/2021 COMPLETED BY BRAUN INTERTEC.POST-DEVELOPMENT SITE CONDITIONSTHE PROPOSED SITE WILL CONSIST OF STREET AND UTILITY INFRASTRUCTURE. SITE VEGETATION WILL CONSIST OF SOD AND NATIVE GRASSES ASSPECIFIED IN THE LANDSCAPE PLANS.THE PROPOSED DRAINAGE AREAS MATCH THE EXISTING DRAINAGE AREAS AS MUCH AS POSSIBLE. THE PROPOSEDRUNOFF FROM A MAJORITY OF THE SITE WILL BE ROUTED TO AN UNDERGROUND INFILTRATION BASIN FOR TREATMENT AND RATE CONTROL. OVERFLOWFROM THE INFILTRATION BASIN WILL BE ROUTED TO THE EXISTING DISCHARGE POINT, TO THE SOUTHEAST STORM SEWER SYSTEM. THE REST OF THE SITEWILL BE DISCHARGED DIRECTLY AWAY FROM THE SITE.STORM WATER MANAGEMENT PLANTHE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF A PERMANENT UNDERGROUND INFILTRATION BASIN WHICH OVERFLOWS TO THESOUTHEAST EXISTING STORM SEWER SYSTEM. THE INFILTRATION BASIN IS PROVIDED TO MEET THE CITY OF CRYSTAL AND WATERSHED REQUIREMENTS OF1" OF VOLUME REDUCTION FROM THE NEW IMPERVIOUS SURFACE. THE UNDERGROUND BASIN IS PROPOSED TO MEET WATER QUALITY AND RATECONTROL REQUIREMENTS AS WELL. THE CITY OF CRYSTAL, MN WILL BE RESPONSIBLE FOR THE LONG TERM MAINTENANCE AND OPERATION OF THEPERMANENT STORM WATER MANAGEMENT SYSTEM. DETAILED DRAINAGE AREA MAPS ARE INCLUDED IN THE STORM WATER REPORT FOR THE SITE.REFER TO THE 5240 W BROADWAY APARTMENTS STORMWATER MANAGEMENT REPORT FOR MORE INFORMATION REGARDING THE PRE-DEVELOPMENTSITE CONDITIONS, POST-DEVELOPMENT SITE CONDITIONS, AND STORM WATER MANAGEMENT CALCULATIONS. THE SITE STORM WATER DETENTIONFACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL, STATE AND FEDERAL REQUIREMENTS.TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THE PROCEDURES TO BE USED TO ESTABLISHED ADDITIONALTEMPORARY BMP'S AS NECESSARY FOR SITE CONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON THE SITE GRADING AND EROSION CONTROL PLANPREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND WITHIN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN.POTENTIAL STORM WATER POLLUTANTSPOTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE, ARE DESCRIBED IN THESECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATERDISCHARGES FROM THE SITE.CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE:CONSTRUCTION SEQUENCETHE INTENDED SEQUENCING OF MAJOR SITE CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1.INSTALL PERIMETER CONTROL DEVICES (SILT FENCE, BIO-LOGS, ETC.) AND INLET PROTECTION TO EXISTING STRUCTURES AS SHOWN ON PLAN.INSTALL TREE PROTECTION FENCE AS SHOWN ON PLAN.2.INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE.3.CLEAR AND GRUB SITE.4.STRIP AND STOCKPILE TOPSOIL.5.ROUGH GRADE OF SITE.6.STABILIZE DENUDED AREAS AND STOCKPILES.7.INSTALL SANITARY SEWER, WATERMAIN, STORM SEWER AND SERVICES.8.INSTALL INLET PROTECTION AROUND CATCH BASINS.9.INSTALL STREET SECTION.10.INSTALL CURB AND GUTTER.11.INSTALL PAVEMENT.12.INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.)13.FINE GRADE BOULEVARD, LANDSCAPE AREAS, SEED AND MULCH.14.REMOVE ACCUMULATED SEDIMENT.15.FINAL GRADE.16.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD AND LANDSCAPING, REMOVE SILT FENCEAND RESEED ANY AREAS DISTURBED BY THE REMOVAL.CONSTRUCTION NOTESIT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AND SEDIMENT CONTROL BMP'S ON SITEAT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY DISCHARGE OFHAZARDOUS MATERIAL OF REPORTABLE QUANTITY, CONTACT THE MPCA STATE DUTY OFFICER AT 1-800-422-0798.TIMING OF BMP INSTALLATIONTHE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION FROM DISTURBED SURFACES AND CAPTURESEDIMENT ON SITE. THE FOLLOWING LIST DEFINES THE TIMING OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS.·PRIOR TO START OF CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED PRIOR TOCONSTRUCTION:1.INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND THE PERIMETER OF AREAS TO BE GRADED AND ALL AREAS WHICH ARE NOT TO BEDISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROL PLAN.2.CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION PLANS.3.INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TO RECEIVE STORM WATER RUNOFF FROM THECONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OF CONSTRUCTION.4.INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALL SILT FENCES FOR STOCKPILES SHALL BEINCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES SHOWN ON THE PLAN.·DURING CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED DURINGCONSTRUCTION:1.PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED.2.ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELYGRADED AND/OR IF NOT AT FINAL GRADE WITHIN 7 DAYS OF DISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. TEMPORARYSEED MIX 150, APPLIED AT A RATE OF 40 LBS/ACRE, SHALL BE USED PRIOR TO WINTER, IF SITE NOT SODDED.3.STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHEN GRADING IS COMPLETE.4.PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL AND ANCHOR STRAW WITH EITHERA STRAIGHT DISK, HYDROMULCH OR POLYMER.5.STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THE CONSTRUCTION SITE MUST BE INITIATEDWITHIN 24 HOURS OF CONNECTING THE DRAINAGE DITCH TO ANY CONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE WATERS. THE FIRST 200LINEAR FEET MUST BE STABILIZED WITHIN 24 HOURS. THE REMAINING DITCH SHALL BE STABILIZED WITHIN 7 DAYS.6.INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHIN EXISTING SILT FENCES OR OTHERPERIMETER CONTROLS.7.TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFOREAPRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.8.SUFFICIENT PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF A WRITTEN ORDER BY THE OWNER OROWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY EROSION CONTROL WORK IN THE CASE OF ANEMERGENCY.9.REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY OR WITHIN 24 HOURS OF DETECTION, ORMORE FREQUENT AT DIRECTION OF SITE INSPECTOR.10.COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL-OFF BOXES, EMPTY WHEN DEBRIS REACHES TOP OF DUMPSTER11.INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN SECTION 11 OF THE GENERAL PERMIT.·INLET SEDIMENT CONTROL BMP REMOVALIF INLET SEDIMENT CONTROLS (WIMCO TYPE OR EQUAL) BMP'S ARE REMOVED FOR FLOODING / FREEZING CONCERNS UPON REQUEST OF THEMUNICIPALITY, WATERSHED DISTRICT OR OTHER AGENCY, DOCUMENTATION SHALL BE ATTACHED TO THE INSPECTION REPORTS AND THIS SWPPP OR BEAVAILABLE WITHIN 72 HOURS OF REQUEST. DOCUMENTATION SHALL BE A WRITTEN FORM OF CORRESPONDENCE VERIFYING THE NEED FOR REMOVAL.·UPON COMPLETION OF CONSTRUCTION ACTIVITIESPERMIT TERMINATION CONDITIONS ARE ACHIEVED FOR THE PROJECT WHEN PERMANENT EROSION CONTROL BMP'S ARE APPLIED TO THE SITE. THEPERMANENT EROSION CONTROL BMP'S MAY BE A COMBINED OF VEGETATIVE AND NON-VEGETATIVE COVER TYPES. ADDITIONAL REQUIREMENTS TOACHIEVING FINAL STABILIZATION PERMIT TERMINATION CONDITIONS INCLUDE :1.ALL SOIL DISTURBING ACTIVITY IS COMPLETED. ALL DISTURBED AREA WITHOUT PERMANENT IMPERMEABLE SURFACES ARE VEGETATED FOR FINALSTABILIZATION.2.PERMANENT STORMWATER TREATMENT SYSTEM (IF REQUIRED) IS CONSTRUCTED AND ACCUMULATED SEDIMENT HAS BEEN REMOVED FROMCONSTRUCTION ACTIVITY. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE TO BE USED ASPERMANENT WATER QUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TODESIGN CAPACITY.3.THE VEGETATIVE COVER FOR THE SITE IS AT A DENSITY, WITH UNIFORM PERENNIAL COVER OF 70% OF THE EXPECTED FINAL GROWTH DENSITY.4.ALL TEMPORARY, SYNTHETIC BMP'S HAVE BEEN REMOVED.PERMANENT VEGETATION ESTABLISHMENTPERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THE GRADING AND/OR LANDSCAPE PLAN. SEED THAT ISTO OCCUR AFTER OCTOBER 20TH SHALL CONFORM TO THE MNDOT SPECIFICATIONS FOR DORMANT SEEDING.SWPPP INSPECTIONS AND MAINTENANCEEROSION AND SEDIMENT CONTROL INSPECTIONSCONSTRUCTION ACTIVITY AND ALL SUPPORT ACTIVITIES MUST BE INSPECTED (USING MPCA CONSTRUCTION STORMWATER INSPECTION CHECKLIST OR ANALTERNATIVE FORM) WITHIN THE PARAMETERS OF THE SCHEDULE BELOW. THE INSPECTOR SHALL BE A PERSON TRAINED AND FAMILIAR WITH THEREQUIREMENTS OF THIS SWPPPP AND THE MPCA MN R100001 PERMIT. ALTERNATES WILL INCLUDE INDIVIDUALS TO BE DESIGNATED BY THE OWNER ANDMAY INCLUDE CONTRACTOR PERSONNEL OR OTHER QUALIFIED INDIVIDUALS AND SHALL BE LISTED IN THE PROJECT CONTACT INFORMATION SECTION OFTHIS PLANINSPECTION SCHEDULE-IF THE SITE IS ACTIVE: INSPECTION NEEDED ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL GREATER THAT 0.5 INCHES.-INACTIVE AND STABILIZED AREAS: INSPECTION NEEDED ONCE EVERY 30 CALENDAR DAYS.-INACTIVE AREAS WITH FINAL STABILIZATION: INSPECTION NEEDED ONCE EVERY MONTH FOR 12 MONTHS (NOT INCLUDING FROZEN CONDITIONS).-SUBJECT TO WINTER/FROZEN CONDITIONS: NOT APPLICABLE/NOT NEEDED IF NO CONSTRUCTION ACTIVITY IS OCCURRING.SCOPE OF INSPECTION SHALL INCLUDE:1.RECORD DATE AND TIME OF INSPECTION2.NAME OF PERSON(S) CONDUCTING INSPECTION3.FINDINGS OF THE INSPECTION4.LOCATION AND CORRECTIVE ACTIONS NEEDED5.CORRECTIVE ACTIONS TAKEN (DATE.TIME/BY WHOM)6.DATE AND AMOUNT OF RAINFALL (RAINFALL AMOUNTS TO BE TAKEN FROM AN ONSITE RAIN GAUGE)7.OBSERVED DISCHARGES LOCATIONS8.DESCRIBE DISCHARGE (COLOR, ODOR, FLOATING. SETTLED, SOLIDS, FOAM, OIL SHEEN)9.THE SITE INSPECTOR WILL VISUALLY CHECK A DISCHARGE FROM A TEMPORARY OR PERMANENT SEDIMENTATION BASIN TO ENSURE ADEQUATETREATMENT IS OBTAINED AND DISCHARGE WATER WILL NOT CONTRIBUTE EXCESSIVE SEDIMENT OR OTHER NUISANCE CONDITIONS.10.RECORD CHANGES MADE TO THE SWPPP. AMENDMENTS FROM INSPECTIONS NEED TO BE COMPLETED WITHIN 7 DAYS.11.ALL INSPECTIONS SHALL BE DOCUMENTED WITHIN 24 HOURS AFTER COMPLETING THE FIELD INSPECTION AND AVAILABLE IN PAPER ORELECTRONIC FORM ON SITE.MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICESTHE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENTBMPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THECONTRACTOR MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TOENSURE INTEGRITY AND EFFECTIVENESS DURING ALL ROUTINE AND POST RAINFALL EVENTS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED,OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOWACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED BELOW.THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROL DEVICES REQUIRE MAINTENANCE, REPAIR, ORREPLACEMENT:1.ALL NON-FUNCTIONAL BMPS - OBSERVED CONDITION; SEDIMENT OVERTOPPING, UNDER WATER, SCOURED ENDS, UNDERMINED, DESTROYED,NON-FUNCTION AS DESIGNED, ETC. - SHALL BE MAINTAINED OR REPLACED BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY ORNOTIFICATION, OR AS SOON AS FIELD CONDITIONS ALLOW.2.PERIMETER SEDIMENT CONTROL (SILT FENCE, FIBER LOGS, BERMS, ETC.) - OBSERVED CONDITION TO BE 1/2 FULL OF SEDIMENT, FLATTENED TO 1/2HEIGHT, DRIVEN OVER, UNDERMINED, SCOURED, MOVED FOR ACCESS, ETC. - SHALL BE MAINTAINED, REPAIRED OR SUPPLEMENTATION OFPERIMETER SEDIMENT CONTROL SHOULD BE DONE BY THE END OF NEXT BUSINESS DAY OR AD FIELD CONDITIONS ALLOW.3.INLET PROTECTION BMPS, CONVEYANCES, SURFACE WATERS - OBSERVED CONDITION; SEDIMENT DEPOSITION, SEDIMENT DELTAS ANACCUMULATION OF SEDIMENT MATERIAL, DEVICES APPEAR PLUGGED WITH SEDIMENT - REMOVAL/CLEAN OUT OF ACCUMULATED SEDIMENT ANDDELTAS TO BE REMOVED WITHIN 7 DAYS, STABILIZE AS NEEDED IF SOILS ARE EXPOSED DURING REMOVAL/CLEAN OUT.4.TEMPORARY SEDIMENT BASINS AND TRAPS/PERMANENT SEDIMENT BASINS - OBSERVED TO HAVE SEDIMENT DEPOSITION AND ACCUMULATIONTO 12 OF THE STORAGE VOLUME - CLEAN OUT, REMOVE ACCUMULATED SEDIMENT MATERIAL WITHIN 7 DAYS OF OBSERVATION, OR AS FIELDCONDITIONS ALLOW ACCESS.5.SITE EXIT LOCATIONS, ROCK EXIT PADS, OTHER ANTI-TRACKING PRACTICES - OBSERVED TO HAVE ACCUMULATED SEDIMENT IN ROCK OR OTHERANTI-TRACKING BMP, TRACKING OF SEDIMENT FROM THE SITE ONTO PAVED SURFACES - TOP DRESS ROCK, MAINTAIN ROCK EXIT OR OTHERANTI-TRACKING CONTROLS, SCRAP PAVED SURFACES, SWEEP PAVED SURFACES WITHIN 1 CALENDAR DAY OF DISCOVERY.6.PAVED SURFACES AND ADJACENT STREETS - OBSERVED TO BE TRACKED WITH SEDIMENT AND SOIL MATERIAL FRO THE SITE HAULING OR ACCESS -SWEEP WITHIN 1 CALENDAR DAY OF DISCOVERY, ADDITIONAL AND/OR MORE FREQUENT SWEEPING MAY BE NEEDED TO MAINTAIN PUBLIC SAFETYOR PREVENT WASHING FROM FORECASTED RAINS.TERMINATION OF COVERAGETHE PROJECT PERMIT MAY BE TERMINATED IN ONE OF THE FOLLOWING SCENARIOS:1.ALL CONSTRUCTION ACTIVITY IS COMPLETE, TEMPORARY SYNTHETIC BMP'S ARE REMOVED, ACCUMULATED SEDIMENT FROM CONSTRUCTION ISREMOVED, AND PERMANENT COVER HAS BEEN ACHIEVED WITH VEGETATIVE AND/OR NON-VEGETATIVE COVER. THE NOTICE OF TERMINATIONFORM FROM THE PCA SHOULD BE COMPLETED WITHIN 30 DAYS OF MEETING THE CONDITIONS ABOVE. UPON MIDNIGHT OF THE POST MARKEDDATE, THE PERMIT COVERAGE IS TERMINATED UNLESS OTHERWISE NOTIFIED BY THE MPCA. OR:2.WITHIN 30 DAYS OF SELLING OR OTHERWISE LEGALLY TRANSFERRING OWNERSHIP OF THE SITE IN IT'S ENTIRETY (INCLUDING STREET SWEEPINGAND STORMWATER INFRASTRUCTURE) FROM THE ORIGINAL OWNER TO ANOTHER PARTY TAKING RESPONSIBILITY OF OWNERSHIP. THETERMINATION IS EFFECTIVE UPON MIDNIGHT OF THE SUBMISSION DATE OF THE NOT. IF A PORTION OF THE SITE IS TRANSFERRED (I.E. OUTLOTS,LOTS/BLOCKS) THAT PORTION OF THE SITE IS TERMINATED FROM THE ORIGINAL PERMIT COVERAGE AT MIDNIGHT OF THE SUBMISSION DATE. OR:3.PERMIT COVERAGE CAN BE TERMINATED IF ALL OF THE FOLLOWING ARE MET:3.a.CONSTRUCTION ACTIVITY HAS CEASED FOR 90 DAYS; AND3.b.AT LEAST 90% OF THE AREA OF THE ORIGINALLY PROPOSED ACTIVITY HAS BEEN COMPLETED AND PERMANENTLY ESTABLISHED WITHVEGETATION OR NON-VEGETATIVE COVER; AND3.c.WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; AND3.d.THE SITE IS COMPLIANT WITH PERMIT SECTIONS 13.3 THROUGH 13.7.4.WHERE THE PROJECT OBTAINED PERMIT COVERAGE BUT NEVER STARTED CONSTRUCTION ACTIVITY DUE TO CANCELLATION OR OTHER REASONS,DOCUMENTATION SHOULD BE SENT TO THE PCA WITH THE NOT FORM AND IS SUBJECT TO PCA APPROVAL.SPECIAL AND/OR IMPAIRED WATERS WITHIN 1 MILE OF THE PROJECT SITESWPPP BMP QUANTITIESSILT FENCE1,000 LFCULVERT PROTECTION6 EACHSOD8,950 SFEROSION CONTROL BLANKET6,750 SFROCK CONSTRUCTION ENTRANCE1 EACHSTREET SWEEPING1 EACHPOTENTIAL POLLUTANTLOCATIONCONTROL MEASURE ANTIFREEZEVARIOUSSECONDARY CONTAINMENT / DRIP PANDIESEL FUELVARIOUSSECONDARY CONTAINMENT / DRIP PANFERTILIZERLANDSCAPE CONTRACTORSECONDARY CONTAINMENTGASOLINE IN EQUIPMENT/FUELING AREASECONDARY CONTAINMENT / DRIP PANGLUE/ADHESIVESCONTRACTORSECONDARY CONTAINMENTHYDRAULIC OILS/FLUIDSCONTRACTORSECONDARY CONTAINMENTPAINTSCONTRACTORSECONDARY CONTAINMENTGREASECONTRACTORSECONDARY CONTAINMENT / DRIP PANSANITARY WASTEPORTABLE BATHROOMSSERVICE PROVIDER TO SECURE UNITS FROMTIPPING OVER AND MAINTAINEDSOIL AMENDMENTS VARIOUS SECONDARY CONTAINMENTLANDSCAPING MATERIALSLANDSCAPECONTRACTORCONTRACTOR RESPONSIBLECONCRETETRUCK WASHOUT WASHOUT AREACONCRETE / MORTAR MOBILE MIXERS.C. / WASHOUT AREAMIDDLE TWIN LAKEMERCURY, NUTRIENTS, PCBs, AND PFOS IN FISH TISSUEDISTANCE AND DIRECTION FROM SITE: 0.78 MIUPPER TWIN LAKEMERCURY, NUTRIENTS, PCBs, AND PFOS IN FISH TISSUEDISTANCE AND DIRECTION FROM SITE: 0.86 MI14155964007/28/22THOMAS D. DESUTTERCommon Ground AllianceCall 48 Hours before digging:811 or call811.comP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00SWPPP NARRATIVE07/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789C-SWPPP.DWG © 2022 Westwood Professional Services, Inc.SHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA TDDCHFTDD06/14/2022###### OR ##07/12/2207/21/2207/28/22..CITY COMMENTS75% DEVELOPMENT SUBMITTALCITY COMMENTS..SWPPP AMENDMENTSTHIS PLAN AND THE ATTACHMENTS MUST BE AMENDED TO INCLUDE ADDITIONAL REQUIREMENTS OR MODIFIED REQUIREMENTS WHICH TAKE PLACE DURINGCONSTRUCTION IF ONE OR MORE OF THE FOLLOWING OCCUR:1.THERE IS A CHANGE IS DESIGN CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT SIGNIFICANTLY IMPACTS THE DISCHARGE OFPOLLUTANTS FROM THE SITE TO SURFACE OR GROUNDWATER.2.INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER, OPERATOR, ENVIRONMENTAL PROTECTION AGENCY, MINNESOTA POLLUTION CONTROL AGENCY OFFICIALSINDICATE THIS PLAN IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS.3.THIS SWPPP IN NOT ACHIEVING THE GENERAL OBJECTIVES OF MINIMIZING POLLUTANTS IN STORMWATER DISCHARGES OR IF THIS PLAN IS NOT CONSISTENT WITH THEMN R1000011 CONSTRUCTION GENERAL PERMIT.4.IF THE MPCA NOTIFIES THE OWNER AND/OR OPERATOR (i.e. PERMITTEES) THAT ADDITIONAL REQUIREMENTS ARE NEEDED, REQUIREMENTS ARE NOT BEING NET FORTMDL OR OTHER WATER QUALITY STANDARDS, OR THAT THE SWPPP DID NOT INCORPORATE THE NECESSARY REQUIREMENTS.5.CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITECHARACTERISTICS.THE FOLLOWING TABLE SHOULD BE COMPLETED AS NECESSARY DURING CONSTRUCTION TO DOCUMENT CHANGES AND AMENDMENTS TO THIS DOCUMENT.AMENDMENTS MUST BE MADE BY ONE OF THE FOLLOWING INDIVIDUALS:THOSE PREPARING THIS DOCUMENT; THOSE OVERSEEING THE IMPLEMENTATION OF THE SWPPP;THOSE REVISING THE SWPPP; THOSE PERFORMING INSPECTIONS FOR THE PROJECT; AND/OR OTHER QUALIFIED INDIVIDUAL.PLACE THE AMENDMENT NUMBER NEXT TO ALL APPLICABLE CHANGES, REDLINES, AND INFORMATION IN THE DOCUMENT TO REFERENCE BACK TO THE CHANGESSUMMARIZED BELOW.AMENDMENT NO.VICINITY MAP/IMPAIRED WATERS MAPWEB SOIL SURVEY MAPSOIL MAP LEGENDDATEREASON, LOCATION, AND BRIEF DESCRIPTION OF CHANGE OR AMENDMENTREQUESTED BYPREPARED BYSOIL MAP UNIT SYMBOL LEGEND15155964007/28/22THOMAS D. DESUTTERP.O. BOX 727WAITE PARK, MN 56387CRYSTAL HOUSING GROUP, LLCCRYSTAL, MINNESOTA5240 APARTMENTSPROJECT NUMBER: 0035789.00SWPPP MAPS07/28/225240 APARTMENTS N:\0035789.00\DWG\CIVIL\0035789C-SWPPP.DWG © 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.comSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA XXXX X80.0080.00 W. BROADWAY (CO. RD. 8)(VARIABLE WIDTH DEDICATEDPUBLIC RIGHT OF WAY)1 0 1 0 2 0SFOCSCS CSCSSWAT SAN WATSAN WAT WATX X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXSANSANSANSANSANSANSANSANSANSANWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOP O H P O H P O H P O HPOH PO H POHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH POHPOHPOHPOHPOHOWNER: MATTALLIE LLCOWNER: CRYSTAL PROP OWNER LLCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: SUESCO INCOWNER: VT PROPERTIES LLCWAT(80 FT. WIDE DEDICATEDPUBLIC RIGHT OF WAY)N:\0035789.00\DWG\EXHIBIT\FIRE TRUCK EXHIBIT.DWG 11PROJECT NUMBER: 0035789.00CRYSTAL, MINNESOTA07/12/22...© 2017 Westwood Professional Services, Inc.5240 APARTMENTSFIRE TRUCK EXHIBITP.O. BOX 727WAITE PARK, MN 563875240 APARTMENTS07/12/22.07/12/22.CRYSTAL HOUSING GROUP, LLCNOT FOR CONSTRUCTIONSHEET NUMBER:VERTICAL SCALE:DATE:PREPARED FOR:OFHORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150DATE:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTACommon Ground AllianceCall 48 Hours before digging:811 or call811.com30'6' OR 3'0'30'60'90'1" = 30'LEGENDFRONT TIRE TRACKREAR TIRE TRACKVEHICLE BODY NO PARKINGVAN UNLOADING ZONE 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.5 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 1.5 1.5 1.0 0.6 0.4 0.2 0.2 0.1 0.1 0.1 4.5 4.0 2.2 1.0 0.5 0.3 0.2 0.2 0.1 0.1 12.3 9.0 4.0 1.5 0.7 0.4 0.3 0.2 0.2 0.1 20.8 14.8 6.0 2.0 0.9 0.5 0.3 0.3 0.2 0.2 27.3 18.4 7.3 2.4 1.0 0.6 0.4 0.4 0.3 0.2 25.4 18.0 7.3 2.5 1.1 0.7 0.6 0.5 0.4 0.3 20.5 13.8 6.0 2.4 1.3 0.9 0.8 0.7 0.6 0.5 11.1 8.4 4.4 2.3 1.5 1.2 1.0 0.9 0.8 0.7 4.7 4.6 3.2 2.2 1.8 1.6 1.4 1.3 1.1 0.9 2.4 2.8 2.6 2.3 2.1 2.1 2.0 1.9 1.6 1.3 3.4 1.6 0.6 0.4 0.4 0.5 0.7 1.4 4.1 4.4 1.6 1.0 1.0 1.3 1.9 2.2 2.4 2.5 2.7 2.8 2.9 2.8 2.4 1.8 5.1 8.2 3.1 0.9 0.5 0.4 0.5 0.7 1.2 2.1 2.3 1.4 1.1 1.1 1.5 1.9 2.2 2.6 3.0 3.4 3.6 3.7 4.1 3.6 2.4 2.6 4.5 2.3 0.8 0.5 0.5 0.6 0.8 1.0 1.3 1.4 1.4 1.3 1.3 1.7 2.2 2.6 3.0 3.6 4.1 4.4 4.9 5.4 4.6 3.2 0.9 1.2 0.9 0.6 0.5 0.5 0.7 0.9 1.1 1.3 1.4 1.6 1.6 1.5 2.0 2.6 3.0 3.6 4.5 4.8 5.5 7.3 7.6 6.2 4.2 0.4 0.5 0.5 0.4 0.5 0.6 0.8 1.0 1.3 1.5 1.7 2.1 2.2 1.9 2.5 3.2 3.6 4.1 4.8 5.6 8.0 10.4 10.0 8.5 5.5 0.2 0.3 0.3 0.4 0.5 0.7 1.0 1.3 1.6 1.9 2.2 2.8 2.9 2.5 3.2 4.0 4.2 4.7 5.2 6.2 9.1 12.2 12.7 10.8 6.0 0.2 0.2 0.3 0.4 0.6 0.8 1.2 1.6 1.9 2.3 2.8 3.5 3.6 3.0 3.8 4.7 4.8 5.1 5.5 6.7 9.2 10.3 11.4 10.2 4.0 0.2 0.2 0.3 0.4 0.6 0.9 1.4 1.9 2.3 2.7 3.3 4.2 4.2 3.3 4.2 5.2 5.4 5.3 5.7 6.5 7.5 8.0 8.2 6.0 1.5 0.2 0.2 0.3 0.4 0.6 0.9 1.5 2.2 2.8 3.2 4.0 5.0 4.9 3.7 4.6 5.8 5.8 5.5 5.8 6.2 5.9 5.5 4.7 2.3 0.7 0.2 0.2 0.3 0.4 0.6 1.0 1.6 2.5 3.0 3.5 4.7 5.5 5.4 4.1 5.1 6.2 6.0 5.3 5.2 5.3 4.6 3.6 2.3 0.9 0.4 0.2 0.2 0.3 0.4 0.6 1.0 1.6 2.6 3.2 3.7 4.9 6.6 7.3 5.2 6.6 7.3 6.3 5.1 4.7 4.4 3.5 2.3 1.2 0.6 0.4 0.2 0.2 0.3 0.4 0.6 1.0 1.7 2.7 3.3 4.0 5.6 7.3 7.8 5.3 6.8 7.8 7.0 5.2 4.5 4.0 3.0 1.7 0.9 0.5 0.3 0.2 0.2 0.3 0.4 0.6 0.9 1.7 2.8 3.3 4.1 5.5 8.3 8.6 3.9 7.2 9.0 7.3 5.1 4.2 3.6 2.6 1.4 0.8 0.5 0.4 0.2 0.3 0.3 0.5 0.6 1.0 1.7 2.8 3.4 4.0 5.6 7.3 7.9 5.3 6.7 7.7 6.8 4.8 4.0 3.4 2.5 1.4 0.8 0.5 0.4 0.2 0.3 0.4 0.5 0.7 1.1 1.8 2.8 3.3 3.8 5.0 6.7 7.3 5.2 6.5 7.1 5.9 4.5 3.8 3.3 2.4 1.5 0.9 0.6 0.4 0.3 0.3 0.4 0.5 0.8 1.1 1.8 2.7 3.2 3.7 4.8 5.7 5.4 4.1 4.9 5.9 5.5 4.4 3.8 3.3 2.6 1.7 1.1 0.7 0.5 0.4 0.4 0.5 0.6 0.8 1.2 1.8 2.6 3.1 3.6 4.4 5.2 5.0 3.7 4.4 5.4 5.1 4.2 3.8 3.4 2.6 1.9 1.4 0.9 0.5 0.6 0.6 0.6 0.6 0.8 1.2 1.7 2.3 2.8 3.2 3.8 4.5 4.4 3.3 4.1 4.9 4.7 3.9 3.7 3.3 2.8 2.2 1.7 1.1 0.6 1.9 1.0 0.7 0.7 0.9 1.2 1.6 2.1 2.6 2.9 3.4 4.1 4.0 3.2 3.9 4.7 4.4 4.0 3.8 3.5 3.2 2.6 2.0 1.3 0.7 4.6 1.6 0.8 0.7 0.9 1.2 1.6 2.0 2.4 2.8 3.2 3.7 3.7 2.9 3.7 4.5 4.3 4.2 4.2 4.2 4.0 3.5 2.6 1.6 0.8 2.4 1.2 0.8 0.8 0.9 1.2 1.5 1.9 2.3 2.6 3.0 3.5 3.4 2.7 3.5 4.4 4.4 4.5 4.8 4.9 5.2 4.7 3.6 2.4 0.9 0.9 0.8 0.8 0.8 1.0 1.3 1.6 2.0 2.4 2.8 3.2 3.7 3.7 3.0 3.9 4.7 4.8 5.1 5.4 5.6 6.2 6.3 5.3 3.7 1.4 0.7 0.7 0.8 0.9 1.1 1.4 1.8 2.2 2.6 3.0 3.5 4.1 4.1 3.4 4.4 5.3 5.4 5.7 6.0 6.5 8.1 8.5 8.1 6.0 2.2 0.8 0.9 0.9 1.1 1.2 1.5 2.0 2.5 2.9 3.3 3.9 4.6 4.6 3.8 4.8 5.8 6.1 6.1 6.6 7.4 9.9 11.4 11.1 8.7 2.9 1.0 1.1 1.2 1.3 1.5 1.8 2.2 2.9 3.4 3.7 4.3 5.4 5.2 4.3 5.2 6.5 6.7 6.8 7.4 8.4 11.3 13.1 13.6 10.6 3.2 0.1 0.2 0.2 0.4 0.6 0.8 1.3 1.7 1.9 1.9 1.6 1.5 1.5 1.5 1.5 1.6 1.6 1.6 1.7 1.9 2.4 3.2 3.7 4.0 5.0 5.8 5.7 4.6 5.6 7.0 7.1 6.9 7.1 7.9 9.9 10.9 10.5 8.2 2.8 0.3 0.4 0.7 1.0 1.7 2.9 5.1 7.5 8.6 7.0 5.0 3.4 2.6 2.3 2.1 2.1 2.0 2.0 1.9 2.1 2.6 3.4 3.8 4.2 5.3 6.7 7.3 5.7 7.0 7.9 7.5 6.8 6.9 7.2 8.2 8.1 7.6 5.5 1.9 0.5 0.8 1.2 1.8 2.9 4.8 7.7 10.9 13.1 10.0 7.5 5.2 4.1 3.4 3.1 2.8 2.6 2.4 2.2 2.3 2.8 3.5 4.0 4.4 6.1 7.6 8.2 5.8 7.5 8.6 8.1 6.7 6.6 6.5 6.7 6.1 4.9 3.3 1.2 0.7 1.0 1.5 2.4 3.8 5.4 8.0 10.9 12.7 10.5 8.1 6.4 5.4 4.5 4.1 3.8 3.4 3.0 2.7 2.6 3.0 3.7 4.0 4.6 5.9 8.4 8.9 5.9 7.8 9.4 8.2 6.5 6.0 5.9 5.6 4.5 3.3 2.1 0.8 0.7 1.1 1.6 2.8 4.1 5.5 7.8 10.1 11.4 10.0 8.4 7.2 6.5 5.6 5.0 4.7 4.2 3.7 3.3 3.0 3.1 3.7 4.0 4.5 5.9 7.8 8.2 5.6 7.1 8.4 7.6 5.9 5.3 5.0 4.3 3.3 2.3 1.4 0.7 0.7 1.1 1.6 2.5 3.5 4.3 5.5 6.9 7.8 7.4 7.0 6.8 6.7 6.2 5.9 5.6 5.0 4.4 3.9 3.5 3.3 3.8 4.0 4.3 5.5 7.0 7.7 5.5 6.9 7.6 6.5 5.1 4.5 4.2 3.4 2.5 1.8 1.1 0.5 0.7 1.0 1.4 2.2 3.0 3.6 4.3 4.9 5.6 5.8 6.4 6.8 7.1 7.8 8.5 8.3 6.9 5.4 4.5 3.9 3.5 3.7 3.9 4.0 5.0 5.9 5.8 4.5 5.3 6.2 5.7 4.5 4.0 3.6 2.9 2.0 1.4 0.9 0.5 0.6 0.9 1.3 1.8 2.4 3.0 3.6 4.1 4.8 5.0 6.0 6.8 8.0 9.9 11.8 11.8 9.4 6.9 5.2 4.2 3.4 3.5 3.7 3.8 4.4 5.1 4.9 3.5 4.2 5.2 4.9 4.0 3.5 3.1 2.4 1.6 1.1 0.7 0.4 0.6 0.8 1.1 1.5 1.8 2.3 2.8 3.2 3.7 4.0 4.7 5.8 7.3 9.7 12.1 12.2 9.3 6.6 4.7 3.6 3.1 3.1 3.1 3.2 3.5 4.3 4.1 3.0 3.6 4.3 3.9 3.1 2.9 2.4 2.0 1.4 0.9 0.6 0.4 0.5 0.7 0.9 1.2 1.4 1.7 2.0 2.3 2.7 2.9 3.4 4.4 6.2 8.8 11.7 12.0 8.7 5.8 3.8 2.7 2.4 2.4 2.5 2.6 2.9 3.5 3.4 2.4 3.1 3.6 3.2 2.6 2.2 1.9 1.5 1.1 0.7 0.5 0.3 0.4 0.6 0.8 1.0 1.2 1.3 1.5 1.7 1.8 2.0 2.2 2.6 3.7 5.5 7.2 7.2 5.3 3.4 2.2 1.7 1.7 1.7 1.8 2.0 2.2 2.7 2.6 1.9 2.4 2.8 2.4 2.0 1.8 1.5 1.2 0.9 0.6 0.4 0.3 0.4 0.5 0.6 0.8 0.9 1.0 1.1 1.2 1.3 1.3 1.3 1.3 1.3 1.5 1.6 1.1 1.3 1.0 0.9 0.9 1.0 1.1 1.3 1.4 1.6 1.9 1.8 1.2 1.6 2.0 1.8 1.5 1.3 1.1 0.9 0.7 0.5 0.3 0.2 0.3 0.4 0.5 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.6 0.5 0.5 0.5 0.5 0.6 0.7 0.8 1.0 1.1 1.2 1.3 1.2 0.8 1.0 1.3 1.2 1.1 1.0 0.9 0.7 0.5 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.6 0.7 0.8 0.8 0.9 0.8 0.6 0.6 0.8 0.9 0.8 0.8 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.2 0.2 0.20.20.20.30.30.30.40.40.40.40.40.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.3 1.0 4.2 1.3 5.7 0.9 3.3 1.2 4.9 1.4 5.9 1.0 3.4 1.2 5.2 1.2 5.2 Plot Symbol Label Quantity Manufacturer Catalog Number Description Number Lamps Lumens Per Lamp Light Loss Factor Wattage AA1 4 RAB LIGHTING INC. RC LIGHTING ALED4T150Y - RWLED4T150Y - RWLED4T150SFY - WPLED4T150Y (TYPE IV) CAST FINNED METAL HOUSING, 6 CIRCUIT BOARDS EACH WITH 1 LED, MOLDED 2- PIECE PLASTIC REFLECTOR WITH SPECULAR FINISH AND 1 APERTURE PER LED, CLEAR FLAT GLASS LENS IN CAST BROWN PAINTED METAL LENS FRAME. 6 3155 1 156.7 AA2 2 RAB LIGHTING INC. RC LIGHTING ALED3T150Y - RWLED3T150Y - RWLED3T150SFY - WPLED3T150Y (TYPE III) CAST FINNED METAL HOUSING, 6 CIRCUIT BOARDS EACH WITH 1 LED, MOLDED PLASTIC REFLECTOR WITH SPECULAR FINISH AND 1 APERTURE PER LED, CLEAR FLAT GLASS LENS IN CAST WHITE PAINTED METAL LENS FRAME. 6 2963 1 326 WP1 2 Lithonia Lighting WPX2 LED 40K Mvolt WPX2 LED wallpack 6000lm 4000K color temperature 120-277 Volt 1 5896 1 47.77 WP2 1 Lithonia Lighting WPX1 LED P1 40K Mvolt WPX1 LED wallpack 1500lm 4000K color temperature 120-277 Volts 1 1568 1 11.47 A1 4 Nora Lighting NLOPAC-R6REGT2440W 1 968 1 11.67 Statistics Description Symbol Avg Max Min Calc Zone #1 3.4 fc 27.3 fc 0.1 fc PROPERTY LINE 0.2 fc 0.9 fc 0.0 fc AA2 M.H: 20'-0" AA2 M.H: 20'-0" AA1 M.H: 20'-0" AA1 M.H: 20'-0" AA1 M.H: 20'-0" WP1 M.H: 9'-4" WP1 M.H: 9'-4" WP2 M.H: 9'-0" A1 A1 A1 A1 AA1 M.H: 20'-0" WP2 M.H: 7'-4" WP2 M.H: 7'-4" WP2 M.H: 7'-4" 366 South Tenth Avenue PO Box 727 Waite Park, MN 56387-0727 Office: (320) 202-3100 Fax: (320) 202-3139 Website: www.SandCompanies.com E-Mail: Architects@SandCompanies.com CRYSTAL, MN 5240 APARTMENTS 5240 W BROADWAY AVE. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OF THESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSION FROM SAND ARCHITECTS, LLC. SIGNATURE: __________________________________ TYPED OR PRINTED NAME: LICENSE NO.: DATE: PROJECT NO.: DRAWN BY: CHECKED BY: DATE ISSUED FOR CONSTRUCTION: PRINT LOG REVISiON/DATE/COMMENTS PR ELIM IN A R Y N O T FO R C O N STR U C TIO N DMC GML 2022-141 07/11/22 SITE PHOTOMETRIC PLAN E-1.1 # DATE DESCRIPTION 1/16" = 1'-0"1 SITE PHOTOMETRIC PLAN 366 South Tenth Avenue PO Box 727 Waite Park, MN 56387-0727 Office: (320) 202-3100 Fax: (320) 202-3139 Website: www.SandCompanies.com E-Mail: Architects@SandCompanies.com CRYSTAL, MN 5240 APARTMENTS 5240 W BROADWAY AVE. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OF THESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSION FROM SAND ARCHITECTS, LLC. SIGNATURE: __________________________________ TYPED OR PRINTED NAME: LICENSE NO.: DATE: PROJECT NO.: DRAWN BY: CHECKED BY: DATE ISSUED FOR CONSTRUCTION: PRINT LOG REVISiON/DATE/COMMENTS PR ELIM IN A R Y N O T FO R C O N STR U C TIO N DMC GML 2022-141 07/11/22 SITE LIGHTING CUT SHEETS E-1.2 # DATE DESCRIPTION 333231272628302925242322211917151413121110 0908070605040302200151444546474849504342414036373839 3435 AJA1514EJ1141.73.3F.3H.3H.3F.3D.8C.6B.5B.5C.63.66.37.89.511.312.611.39.57.86.312.6TRASH ROOM# GO4ELEV. LOBBY# G03MECH. ROOM#G02STAIR 'B'# G01GARAGE# G00ELECT. RM# G06STAIR 'A'# G07# G05RISER RM.SPRINKLERGARAGE# G001690'-3"O.F.FND. TO O.F. FND.146'-5"O.F. FND. TO O.F. FND.64'-11" O.F.FND. TO O.F. FND.211'-6"O.F.FND TO O.F. FND.155'-2"O.F.FND. TO O.F. FND.64'-11"O.F. FND. TO O.F. FND.1852No mech/elecequip. withinaccess isleABDFJABCD1235141310EGHJ129111314812764# 123IBC TYPE 'B'1 BDRM-E-MIR# 124IBC TYPE 'B'1 BDRM-E# 122STAIR 'A' # 100-A CORRIDOR # 120IBC TYPE 'B'2 BDRM# 121IBC TYPE 'B'3 BDRM# 117IBC TYPE 'B'2 BDRM# 113IBC TYPE 'A'1 BDRM# 100-DCORRIDOR# 100-EPARCEL PENDING# 100-FVENDING# 111-ACUSTODIAL# 111VESTIBULE# 109-ACOMMUNITY RM.# 109-BCOMMUNITY RM.# 107IBC TYPE 'B'3 BDRM# 103IBC TYPE 'B'2 BDRM-MIR# 101IBC TYPE 'B'4 BDRM-E# 102STAIR 'B'# 100-BCORRIDOR# 104IBC TYPE 'B'3 BDRM# 110IBC TYPE 'B'1 BDRM-IC# 108IBC TYPE 'B'2 BDRM# 112-DMAIL# 118OFFICE LOBBY# 112-AVESTIBULE# 112-CLOW VOLT# 112LOBBY# 100-CTRASH# 114TOILET# 116MECH.# 115IBC TYPE 'B'3 BDRM-OC# 118-BOFFICE-02# 118-CWORK AREA# 118-AOFFICE-0190'-3" O.F. FR. TO O.F. FR.146'-5"O.F. FR. TO O.F. FR.64'-0" O.F. FR. TO O.F. FR.210'-5"O.F. FR. TO O.F. FR.154'-3" O.F. FR. TO O.F. FR.64'-0"O.F. FR. TO O.F. FR.fire partition see detail:fire partitionsee detail:floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-GENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLE FOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2) ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURAL PLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9) exterior sheathing is to lap stud at panel joints typical, see detail:GENERAL footing and foundation NOTES1. MINIMUM CLEAR HEIGHT IN GARAGE IS TO BE 8'-4" TYP. for all items in drive lane2. GARAGE PARKING STALL STRIPING IS TO BE 4" WIDE TYP.3. HATCHED AREAS IN PARKING GARAGE TO BE 4" WIDE PERIMETER STRIPING W/ 4" WIDE STRIPES 2' 0.C. TYP.4. parking stall numbers shown on plan are for reference only, and are not to be painted on the floor5. FOOTING SLEEVES ARE TO BE INSTALLED AT ALL LOCATIONS WHERE DRAINTILE INTERSECTS THE FTG. SEE DETAIL:6. all radon mitigation pipe and rain leader locations to be coordinated with mechanical contractor, vents are not to exceed 3,000 sqft7. vapor barrier to be installed beneath floor slab, refer to specifications8. for minimum frost cover, see structuralFIRST FLR. UNIT MATRIXUNIT NO.UNIT TAG UNIT SQ. FT. (GROSS) IBC TYPE ACC. COMM.1014-bed-e1547b1032-bed1038B1043-bed1328B1073-bed1386B1082-bed1038B1081-bed-ic704B1131-bed691A1153-bed-oc1386B1172-bed1038B1202-bed1038BX1213-bed1328B1231-bed-e726B1241-bed-e726BA-2.0OVERALL PLANSBRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NO T F O R CO N S T RU C T IO NCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalSCALE:Overall Garage Floor Plan1/16" = 1'-0"01A-2.0NPLAN19,936 sqftSCALE:Overall First Floor Plan1/16" = 1'-0"02A-2.0Ntrue19,301 sqftmatch linematch linematch linematch linefor FIRST floor planarea 'A' see:for FIRST floor planarea 'b' see:for FIRST floor planarea 'A' see:for FIRST floor planarea 'b' see:(01/A-2.3)(01/A-2.4)(01/A-2.5)(01/A-2.6)A-3.101A-3.102A-3.201A-3.202A-3.101A-3.102A-3.201A-3.202NtrueN true7/12/2022 2:14:56 PM, AJBrevik ABDFJABCD1235141310EGHJ129111314812764# 224IBC TYPE 'B'1 BDRM-E# 223IBC TYPE 'B'1 BDRM-E-MIR# 221IBC TYPE 'B'3 BDRM# 200-ACORRIDOR # 222STAIR 'A'# 220IBC TYPE 'A'2 BDRM# 217IBC TYPE 'B'2 BDRM# 218IBC TYPE 'B'1 BDRM-IC# 215IBC TYPE 'B'3 BDRM-OC# 213IBC TYPE 'B'2 BDRM# 209IBC TYPE 'B'2 BDRM# 207IBC TYPE 'B'3 BDRM# 203IBC TYPE 'B'2 BDRM-MIR# 201IBC TYPE 'B'4 BDRM-E# 204IBC TYPE 'B'3 BDRM# 208IBC TYPE 'B'2 BDRMIBC TYPE 'B'2 BDRM-IC# 200-BCORRIDOR# 202STAIR 'B'# 212ELEV. LOBBY# 212-ATRASH# 216MECH.90'-3"O.F. FR. TO O.F. FR.146'-5"O.F. FR. TO O.F. FR.64'-0" O.F. FR. TO O.F. FR.210'-5"O.F. FR. TO O.F. FR.154'-3"O.F. FR. TO O.F. FR.64'-0"O.F. FR. TO O.F. FR.# 214ELECT. RMfire partitionsee detail:fire partitionsee detail:ABDFJABCD1235141310EGHJ129111314812764# 324IBC TYPE 'B'1 BDRM-E# 323IBC TYPE 'B'1 BDRM-E-MIR# 321IBC TYPE 'B'3 BDRM# 300-A CORRIDOR # 322STAIR 'A'# 320IBC TYPE 'B'2 BDRM# 317IBC TYPE 'B'2 BDRM# 318IBC TYPE 'B'1 BDRM-IC# 315IBC TYPE 'B'3 BDRM-OC# 313IBC TYPE 'B'2 BDRM# 309IBC TYPE 'B'2 BDRM# 307IBC TYPE 'B'3 BDRM-MIR# 303IBC TYPE 'B'2 BDRM-MIR# 301IBC TYPE 'B'4 BDRM-E# 304IBC TYPE 'A'3 BDRM# 308IBC TYPE 'B'2 BDRM# 310IBC TYPE 'B'2 BDRM-IC# 300-BCORRIDOR# 302STAIR 'B'# 312ELEV. LOBBY# 312-ATRASH# 316MECH.90'-3" O.F. FR. TO O.F. FR.146'-5"O.F. FR. TO O.F. FR.64'-0" O.F. FR. TO O.F. FR.210'-5"O.F. FR. TO O.F. FR.154'-3" O.F. FR. TO O.F. FR.64'-0"O.F. FR. TO O.F. FR.# 314FITNESS RM# 314.1CLOSETfire partitionsee detail:fire partition see detail:floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-SECOND FLR. UNIT MATRIXUNIT NO.UNIT TAGUNIT SQ. FT.(GROSS)IBC TYPEACC. COMM.2014-bed-e1545B2032-bed1038B2043-bed1328B2073-bed1386B2082-bed1038B2092-bed1072B2102-bed-ic984B2132-bed1038B2153-bed-oc1386B2172-bed1038B2181-bed-ic689B2202-bed1038A2213-bed1328B2231-bed-e726B2241-bed-e726BTHIRD FLR. UNIT MATRIXUNIT NO.UNIT TAGUNIT SQ. FT.(GROSS) IBC TYPE ACC. COMM.3014-bed-e1545B3032-bed1038B3043-bed1328A3073-bed1386B3082-bed1038B3092-bed1072B3102-bed-ic984B3132-bed1038B2153-bed-oc1386B3172-bed1038B3181-bed-ic689BX3202-bed1038B3213-bed1328B3231-bed-e726B3241-bed-e726BGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLE FOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2) ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURAL PLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9) exterior sheathing is to lap stud at panel joints typical, see detail:A-2.1OVERALL PLANSBRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NO T F O R CO N S T RU C T IO NCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalSCALE:Overall Second Floor Plan1/16" = 1'-0"01A-2.1SCALE:Overall Third Floor Plan1/16" = 1'-0"02A-2.1match linematch linematch linematch linefor THIRD floor planarea 'A' see:for THIRD floor planarea 'b' see:for SECOND floor planarea 'A' see:for SECOND floor planarea 'b' see:(01/A-2.7)(01/A-2.8)(01/A-2.9)(01/A-2.10)A-3.101A-3.102A-3.201A-3.202A-3.101A-3.102A-3.201A-3.202NPLAN19,301 sqftNtrue19,264 sqftNtrueN true7/12/2022 2:15:17 PM, AJBrevik ABDFJABCD1235141310EGHJ129111314812764DNDN# 421IBC TYPE 'B'3 BDRM# 400-ACORRIDOR # 422STAIR 'A'# 420IBC TYPE 'B'2 BDRM# 417IBC TYPE 'B'2 BDRM# 418IBC TYPE 'B'1 BDRM-IC# 415IBC TYPE 'B'3 BDRM-OC# 413IBC TYPE 'B'2 BDRM# 409IBC TYPE 'B'2 BDRM# 403IBC TYPE 'B'2 BDRM-MIR# 401IBC TYPE 'B'4 BDRM-E# 404IBC TYPE 'B'3 BDRM# 408IBC TYPE 'B'2 BDRM# 410IBC TYPE 'B'2 BDRM-IC# 400-BCORRIDOR# 402STAIR 'B'# 412ELEV. LOBBY# 412-ATRASH# 416MECH.# 423IBC TYPE 'B'4 BDRM-E-MIR# 414ROOF ACCESSMAINT.# 405IBC TYPE 'B'1 BDRM# 407IBC TYPE 'B'1 BDRM90'-3"O.F. FR. TO O.F. FR.146'-5"O.F. FR. TO O.F. FR.64'-0" O.F. FR. TO O.F. FR.210'-5"O.F. FR. TO O.F. FR.154'-3"O.F. FR. TO O.F. FR.64'-0"O.F. FR. TO O.F. FR.fire partitionsee detail:fire partitionsee detail:floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-ABDFJABCD1235141310EGHJ129111314812764 1. typ. roof slope: 1/4" per foot 2. Hatched areas represent cricket drainage: 1/4" per foot 3. ALL OVERFLOW SCUPPERS TO BE INSTALLED 2" ABOVE ROOF DRAIN ELEVATIONS 4. PROVIDE (1) ELECTRICAL OUTLET AND (1) SWITCH AT 6"∅ RADON VENT FOR FUTURE IN-LINE EXHAUST FAN - TYP - locate above corridor acoustical ceiling With in 24" of Fan 5. all radon mitigation pipe and rain leader locations to be coordinated w/ mechanical contractor 6. back of all parapet walls to be finished with 1/2" treated shtg, and roofing memb. adhered to shtg. - wrap roofing memb. over parapet wall, and finish with metal cap 7. min. 6" flat rigid insulation at roof drains 8. ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLE FOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS 9. window washing fall protection davit spacing, qty, and location to be determined by davit supplier/engineer.10. Energy star certified roofing products to be used on 100% if the roofing area, see specificationsGENERAL ROOF NOTESFOURTH FLR. UNIT MATRIXUNIT NO.UNIT TAGUNIT SQ. FT.(GROSS)IBC TYPEACC. COMM.4014-bed-e1545B4032-bed1038B4043-bed1328B4051-bed691B4071-bed691B4082-bed1038B4092-bed1072B4102-bed-ic984B4132-bed1038B4153-bed-oc1386B4172-bed1038B4181-bed-ic689B4202-bed1038B4213-bed1328B4234-bed-e1545BGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLE FOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2) ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURAL PLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9) exterior sheathing is to lap stud at panel joints typical, see detail:A-2.2OVERALL PLANSBRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NO T F O R CO N S T RU C T IO NCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalSCALE:Overall Fourth Floor Plan1/16" = 1'-0"01A-2.2match linematch lineSCALE:Roof Plan1/16" = 1'-0"02A-2.2for ROOF floor planarea 'A' see:for ROOF floor planarea 'b' see:for FOURTH floor planarea 'A' see:for FOURTH floor planarea 'b' see:match linematch line(01/A-2.11)(01/A-2.12)(01/A-2.13)(01/A-2.14)A-3.101A-3.102A-3.201A-3.202A-3.101A-3.102A-3.201A-3.202NPLAN19,264 sqftNtrueNtrueN true7/12/2022 2:19:07 PM, AJBrevik # G00GARAGE# G07STAIR 'A'3332312726283029363738393435 15AA1.73.3C.6B.5B.5C.66.3G07G0.3G0.2G0.17'-0" 29'-3" 512" 27'-0" 33'-612"512"20'-0"24'-0"20'-0"512"12'-4"45'-6"7'-1"1'-43 8" 11'-312"8'-0"5'-212" 1'-1058" 16'-512"8'-0" 31'-012" 27'-0"27'-0"29'-3"37'-2"8'-0"23'-10"8'-0"5'-212"512"56'-812"F.O. FND. TO GRID C.6h.b. w/rpz valve, siphon valve,SUMP23'-1012"10'-0"22'-0"20'-4"5'-0"TYP.5'-0"TYP.9'-0"TYP.9'-0"TYP.FLOORSLOPEFLOORSLOPEFLOORSLOPEFLOORSLOPEFLOORSLOPEf.d.(-3")FLOORSLOPEFLOORSLOPEradon vent- coordinate location w/ mech -typ.radon vent- coordinate location w/ mech -typ.radon vent- coordinate location w/ mech -typ.PARKING STRIP- (TYP) SEE NOTE (2)PARKING STRIP- (TYP) SEE NOTE (2)PARKING STRIP- (TYP) SEE NOTE (2)INT. DRAINTILE- RADON PIPEHATCH STRIP- (TYP) SEE NOTE (3)f.e.INT. DRAINTILE- RADON PIPE(+0")(+0")(+0")(+0")(+3")(+3")(+3")(+3")precast COLUMNsee struct.h.b.h.b.H.b. w/Rpz valve,siphon valve, andball valve shutoffto trash chute- soap bottle by52 PARKING STALLSprecast BEAMsee struct.Air exaust- see mech.ext. draintileext. draintile10'-9"5'-7"5'-4"4'-4"4'-4"11"MIN.15'-8"3'-8"M.O.1'-0"11"MIN.8"8'-8"8"10'-0"19'-8"2'-0"8"20'-4"4'-4"4'-4"19'-712"24'-0"19'-712"floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-ASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling- w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER: - C = CONC./CMU/PRECAST - M = METAL - W = WOOD - x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN) - INCHES - T = TRUSS - P = PRECAST PANEL - F = FURRING - s = shaft wallW 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2. if wall type is not indicated on plan, wall is to be type "w4" see detail: (15/a-0.3)3. at all tub & shower locations: install (1) layer of 5/8" water resistant gyp. bd. over nailing flange in addition to the gyp. bd. shown in the assembly typesGENERAL footing and foundation NOTES1. MINIMUM CLEAR HEIGHT IN GARAGE IS TO BE 8'-4" TYP. for all items in drive lane2. GARAGE PARKING STALL STRIPING IS TO BE 4" WIDE TYP.3. HATCHED AREAS IN PARKING GARAGE TO BE 4" WIDE PERIMETER STRIPING W/ 4" WIDE STRIPES 2' 0.C. TYP.4. parking stall numbers shown on plan are for reference only, and are not to be painted on the floor5. FOOTING SLEEVES ARE TO BE INSTALLED AT ALL LOCATIONS WHERE DRAINTILE INTERSECTS THE FTG. SEE DETAIL:6. all radon mitigation pipe and rain leader locations to be coordinated with mechanical contractor, vents are not to exceed 3,000 sqft7. vapor barrier to be installed beneath floor slab, refer to specifications8. for minimum frost cover, see structural406.3# G04TRASH ROOM# G03ELEV. LOBBY# G02MECH. ROOMG03G02G04MECHEQUIP.MECHEQUIP.G03.1h.b. w/rpz valve, siphon valve,and ball valve shut off totrash chute- soap bottle by othersHATCH STRIP -(TYP) SEE NOTE (3)meterlocation- see mech.proposedtrashcontainerproposedtrashcontainerproposedtrashcontainerF.D.F.D.f.e.BOLLARD (typ)- SEE DETAIL:F.D.ELEVATOR(3500 LB)PUSHBUTTONPUSHBUTTONf.e.18'-658"8"8"5'-0"3'-8"M.O.8"3'-8"M.O.2'-8"3'-4"M.O.8'-8"8"8"8'-8"8"7'-0"6'-4" M.O. 2'-0"8"8"18'-534"1078" 3'-10" M.O. 4'-0"29'-0"26'-0"1'-1018"2'-314"20# G06ELECT. ROOM# G05RISER RM.SPRINKLERG05G068'-0"8"10'-0"8"12'-312"3'-8" M.O. 2'-0" 8"8"3'-8"M.O.F.D.BOLLARD (typ)- SEE DETAIL:FIRESPRINKLERRISER4" parking strip2'-0." o.c. typ.f.e.BOLLARD (typ)- SEE DETAIL:f.e.JH.3153.3EF.3A-2.3GARAGE FLR PLAN AREA 'A'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NO T F O R CO N S T RU C T IO NCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalSCALE:Garage Floor Plan - Area 'A'1/8" = 1'-0"01A-2.3match linematch linearea 'B'key planarea 'a'SCALE:Enlarged Plan @ Elev. Lobby & Trash Room1/4" = 1'-0"02A-2.3SCALE:Enlarged Fire Sprinkler and Elect. Room1/4" = 1'-0"03A-2.3NPLANN trueA-10.101A-4.0017/12/2022 2:16:36 PM, AJBrevik floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-ASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling- w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER: - C = CONC./CMU/PRECAST - M = METAL - W = WOOD - x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN) - INCHES - T = TRUSS - P = PRECAST PANEL - F = FURRING - s = shaft wallW 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2. if wall type is not indicated on plan, wall is to be type "w4" see detail: (15/a-0.3)3. at all tub & shower locations: install (1) layer of 5/8" water resistant gyp. bd. over nailing flange in addition to the gyp. bd. shown in the assembly typesGENERAL footing and foundation NOTES1. MINIMUM CLEAR HEIGHT IN GARAGE IS TO BE 8'-4" TYP. for all items in drive lane2. GARAGE PARKING STALL STRIPING IS TO BE 4" WIDE TYP.3. HATCHED AREAS IN PARKING GARAGE TO BE 4" WIDE PERIMETER STRIPING W/ 4" WIDE STRIPES 2' 0.C. TYP.4. parking stall numbers shown on plan are for reference only, and are not to be painted on the floor5. FOOTING SLEEVES ARE TO BE INSTALLED AT ALL LOCATIONS WHERE DRAINTILE INTERSECTS THE FTG. SEE DETAIL:6. all radon mitigation pipe and rain leader locations to be coordinated with mechanical contractor, vents are not to exceed 3,000 sqft7. vapor barrier to be installed beneath floor slab, refer to specifications8. for minimum frost cover, see structural# G00GARAGESTAIR 'B'# G01# G06ELECT. ROOMRISER RM.SPRINKLER# G052625242322211917 151413121110090807060504030220015144454647484950434241403839ELEVATOR(3500 LB)# G04TRASH ROOM# G03ELEV. LOBBY# G02MECH. ROOM141143.66.37.89.511.312.611.39.57.86.312.6G03G02G04G06G05G0116146'-5"O.F. FND. TO O.F. FND.27'-0"27'-0"27'-0"27'-0"28'-5"4'-9"512"G03.11852211'-4"O.F.FND TO O.F. FND.512"28'-5"27'-0"27'-0"27'-0"27'-0"27'-0"47'-0"512"99'-0"10'-8"48'-8"53'-0"64'-11" O.F.FND. TO O.F. FND. 512" 20'-0"24'-0"20'-0" 512"27'-512"10'-0"27'-512"8'-0"11'-512"1'-312"7'-0"1'-1112"12'-112"8'-0"37'-2"8'-0"46'-212"512"20'-0"24'-0"27'-0"34'-1112"8'-0"22'-0"8'-0"98'-512"F.O. FND. TO GRID C.6 FLOORSLOPEFLOORSLOPE FLOORSLOPEFLOORSLOPEFLOORSLOPEFLOORSLOPEFLOORSLOPE FLOOR SLOPEFLOORSLOPEFLOOR SLOPE FLOORSLOPEFLOOR SLOPEFLOORSLOPEFLOOR SLOPE FLOORSLOPEFLOOR SLOPEFLOORSLOPEFLOOR SLOPE FLOORSLOPE8'-4" Clr. min. Headheight at drive lane(+0")f.d.(-3")f.d.(-3")f.d.(-3")f.d.(-3")f.d.(-3")FLOORSLOPE w/ mech -typ.radon vent- coordinate location w/ mech -typ.radon vent- coordinate location w/ mech -typ.radon vent- coordinate location w/ mech -typ.radon vent- coordinate location w/ mech -typ.radon vent- coordinate location w/ mech -typ.- (TYP) SEE NOTE (2)f.e.f.e.AIR EXHAUST- SEE MECH.4'-118"8'-4" clr. min. headheight at drive lane5'-0" TYP.INT. DRAINTILE- RADON PIPEINT. DRAINTILE- RADON PIPEh.b.h.b.H.b. w/Rpz valve,siphon valve, andball valve shutoffto trash chute- soap bottle byothers52 PARKING STALLSh.b.h.b.precast BEAMsee struct.9'-0"TYP.9'-0"TYP.PARKING STRIP- (TYP) SEE NOTE (2)HATCH STRIP- (TYP) SEE NOTE (3)(+3")(+3")(+3")(+3")(+0")(+0")(+0")precast COLUMNsee struct.21'-2"10'-0"23'-1012"FLOOR SLOPE FLOOR SLOPE INT. DRAINTILE- RADON PIPEf.e.(+0")(+0")(+3")(+3")(+3")Sump- see mech(+0")(+0")FLOOR SLOPE FLOOR SLOPE FLOOR SLOPEf.e.f.e.(+0")(+0")(+0")(+0")h.b.precast BEAMsee struct.ext. draintileext. draintileext. draintilebollard (typ.)- See detail: (-/-)19'-712" TYP. 24'-0" TYP. 19'-712" TYP.JH.3F.3D.8EJF.3H.3A-2.4GARAGE FLR PLAN AREA 'B'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NO T F O R CO N S T RU C T IO NCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalSCALE:Garage Floor Plan - Area 'B'1/8" = 1'-0"01A-2.4match linematch linearea 'B'key planarea 'a'NPLANN trueA-2.303A-2.302A-4.0027/12/2022 2:15:47 PM, AJBrevik floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-1235ABCDABD123121124122120122.1118.3118.4# 123IBC TYPE 'B'1 BDRM-E-MIR# 124IBC TYPE 'B'1 BDRM-E# 122STAIR 'A'# 100-ACORRIDOR# 120IBC TYPE 'B'2 BDRM# 121IBC TYPE 'B'3 BDRM# 118-CWORK AREA# 118-AOFFICE-01fire partitionsee detail: 90'-312" 24'-312"10'-0"36'-0"20'-0"30'-2"24'-312"70'-312"F.O. FR. TO GRID D46'-0"29'-0"64'-0"6'-0"29'-0"AAAAAAAAACCCCDDASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling- w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER: - C = CONC./CMU/PRECAST - M = METAL - W = WOOD - x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN) - INCHES - T = TRUSS - P = PRECAST PANEL - F = FURRING - s = shaft wallgeneral notes:W 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2. if wall type is not indicated on plan, wall is to be type "w4" see detail: (15/a-0.3)3. at all tub & shower locations: install (1) layer of 5/8" water resistant gyp. bd. over nailing flange in addition to the gyp. bd. shown in the assembly typesGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLE FOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2) ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURAL PLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9) exterior sheathing is to lap stud at panel joints typical, see detail:D# 112-DMAIL# 118OFFICE LOBBY# 112-AVESTIBULE# 112-CLOW VOLT# 112LOBBY# 100-CTRASH# 114TOILET# 116MECH.# 118-BOFFICE-02# 118-CWORK AREA# 118-AOFFICE-01112.2112118.1118112.1118.5118.6118.3118.2118.4100.1114116A5'-314"4'-6"6'-6"8'-0"10'-0"3'-614"8'-1"11'-814"5'-718"17'-658"2'-0"2'-0"7'-1034"7'-458"11'-578"4'-234"13'-158"9'-17 8"8'-2"5' - 0 "7'-0"3'-2"4'-9"4'-9"9'-6"8'-218"5'-1134"4'-1112"2'-358"4' - 1 34"3'-958"10'-10"TRASHCHUTEELEVATOR(3500 LB)EG35A-2.5FIRST FLR PLAN AREA 'A'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NO T F O R CO N S T RU C T IO NCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalmatch linematch linearea 'B'key planarea 'a'SCALE:First Floor Plan - Area 'A'1/8" = 1'-0"01A-2.5SCALE:Enlarged Plan @ First Floor1/4" = 1'-0"02A-2.5NPLANN trueNPLANNtrueA-10.1027/12/2022 2:16:59 PM, AJBrevik floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-10121314EGHJ1289111314764117115113109109.6107103101102102.1104108110114116100.1118112.2112112.1118.5118.2118.3118.4118.1118.6109.1109.5109.3109.4111.1111.2111# 117IBC TYPE 'B'2 BDRM# 113IBC TYPE 'A'1 BDRM# 100-DCORRIDOR# 100-EPARCEL PENDING# 100-FVENDING# 111-ACUSTODIAL# 111VESTIBULE# 109-ACOMMUNITY RM.# 109-BCOMMUNITY RM.# 107IBC TYPE 'B'3 BDRM# 103IBC TYPE 'B'2 BDRM-MIR# 101IBC TYPE 'B'4 BDRM-E# 102STAIR 'B'# 100-BCORRIDOR# 104IBC TYPE 'B'3 BDRM# 110IBC TYPE 'B'1 BDRM-IC# 108IBC TYPE 'B'2 BDRM# 112-DMAIL# 118OFFICE LOBBY# 112-AVESTIBULE# 112-CLOW VOLT# 112LOBBY# 100-CTRASH# 114TOILET# 116MECH.# 115IBC TYPE 'B'3 BDRM-OC# 118-BOFFICE-02# 118-CWORK AREA# 118-AOFFICE-01109.220'-0"30'-2"146'-5"36'-0"46'-0"10'-0"24'-3"64'-0" 29'-0"6'-0"29'-0"24'-3"210'-5"O.F. FR. TO O.F. FR.36'-0"37'-2"12'-0"24'-0"29'-0"24'-0"24'-0"36'-0"48'-0"AAAAAAAAAAAbbbbbbbbbAAAAACCCCCDDDDBBB84'-0"F.O. FR. TO GRID D ASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling- w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER: - C = CONC./CMU/PRECAST - M = METAL - W = WOOD - x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN) - INCHES - T = TRUSS - P = PRECAST PANEL - F = FURRING - s = shaft wallgeneral notes:W 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2. if wall type is not indicated on plan, wall is to be type "w4" see detail: (15/a-0.3)3. at all tub & shower locations: install (1) layer of 5/8" water resistant gyp. bd. over nailing flange in addition to the gyp. bd. shown in the assembly typesGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLE FOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2) ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURAL PLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9) exterior sheathing is to lap stud at panel joints typical, see detail:DFJA-2.6FIRST FLR PLAN AREA 'B'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NO T F O R CO N S T RU C T IO NCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalarea 'B'key planarea 'a'SCALE:First Floor Plan - Area 'B'1/8" = 1'-0"01A-2.6match linematch lineNPLANNtrueA-2.502A-4.1017/12/2022 2:19:31 PM, AJBrevik floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-ASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling- w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER: - C = CONC./CMU/PRECAST - M = METAL - W = WOOD - x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN) - INCHES - T = TRUSS - P = PRECAST PANEL - F = FURRING - s = shaft wallgeneral notes:W 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2. if wall type is not indicated on plan, wall is to be type "w4" see detail: (15/a-0.3)3. at all tub & shower locations: install (1) layer of 5/8" water resistant gyp. bd. over nailing flange in addition to the gyp. bd. shown in the assembly typesGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLE FOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2) ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURAL PLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9) exterior sheathing is to lap stud at panel joints typical, see detail:1235ABCDABD223221224222220218# 224IBC TYPE 'B'1 BDRM-E# 223IBC TYPE 'B'1 BDRM-E-MIR# 221IBC TYPE 'B'3 BDRM# 200-ACORRIDOR # 222STAIR 'A'# 220IBC TYPE 'A'2 BDRM# 218IBC TYPE 'B'1 BDRM-IC90'-312" 24'-312"10'-0"36'-0"20'-0"30'-2"24'-312"70'-312"F.O. FR. TO GRID D46'-0"29'-0"64'-0"6'-0"29'-0"CANOPYBELOWAAAAAAAACCCCDDAfire partition # 212ELEV. LOBBY# 212-ATRASH# 216MECH.# 214ELECT. RM214212212.12164'-012"5'-1014"7'-214"9'-418"10'-212"5'-058" 8'-418" 1'-0"2'-412"5'-012"4'-034"19'-612" 5'-134"17'-512"2'-0"2'-0"13'-7"9'-7"TRASHCHUTEELEVATOR(3500 LB)G3A-2.7SECOND FLR PLAN AREA 'A'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NO T F O R CO N S T RU C T IO NCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalarea 'B'key planarea 'a'match linematch lineSCALE:Second Floor Plan - Area 'A'1/8" = 1'-0"01A-2.7SCALE:Enlarged Plan @ Second Floor1/4" = 1'-0"02A-2.7NPLANN trueA-10.1037/12/2022 2:15:33 PM, AJBrevik floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-ASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling- w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER: - C = CONC./CMU/PRECAST - M = METAL - W = WOOD - x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN) - INCHES - T = TRUSS - P = PRECAST PANEL - F = FURRING - s = shaft wallgeneral notes:W 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2. if wall type is not indicated on plan, wall is to be type "w4" see detail: (15/a-0.3)3. at all tub & shower locations: install (1) layer of 5/8" water resistant gyp. bd. over nailing flange in addition to the gyp. bd. shown in the assembly typesGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLE FOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2) ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURAL PLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9) exterior sheathing is to lap stud at panel joints typical, see detail:10121314EGHJ1289111314764217215213207203201202204208210214212218216212.1209# 217IBC TYPE 'B'2 BDRM# 218IBC TYPE 'B'1 BDRM-IC# 215IBC TYPE 'B'3 BDRM-OC# 213IBC TYPE 'B'2 BDRM# 209IBC TYPE 'B'2 BDRM# 207IBC TYPE 'B'3 BDRM# 203IBC TYPE 'B'2 BDRM-MIR# 201IBC TYPE 'B'4 BDRM-E# 204IBC TYPE 'B'3 BDRM# 208IBC TYPE 'B'2 BDRM# 210IBC TYPE 'B'2 BDRM-IC# 200-BCORRIDOR# 202STAIR 'B'# 212ELEV. LOBBY# 212-ATRASH# 216MECH.20'-0"30'-2"146'-5"36'-0"46'-0"10'-0"24'-3"64'-0" 29'-0"6'-0"29'-0"24'-3"210'-5"O.F. FR. TO O.F. FR.36'-0"37'-2"12'-0"24'-0"29'-0"24'-0"24'-0"36'-0"48'-0"# 214ELECT. RMfire partitionsee detail:CANOPYBELOWAAAAAAAAAAbbbbbbbbbAAAACCCCCDDDDBBBACCbBbb84'-0"F.O. FR. TO GRID D fire partitionsee detail:DFJA-2.8SECOND FLR PLAN AREA 'B'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NO T F O R CO N S T RU C T IO NCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalarea 'B'key planarea 'a'match linematch lineSCALE:Second Floor Plan - Area 'B'1/8" = 1'-0"01A-2.8NPLANNtrueA-2.7027/12/2022 2:16:10 PM, AJBrevik floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-ASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling- w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER: - C = CONC./CMU/PRECAST - M = METAL - W = WOOD - x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN) - INCHES - T = TRUSS - P = PRECAST PANEL - F = FURRING - s = shaft wallgeneral notes:W 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2. if wall type is not indicated on plan, wall is to be type "w4" see detail: (15/a-0.3)3. at all tub & shower locations: install (1) layer of 5/8" water resistant gyp. bd. over nailing flange in addition to the gyp. bd. shown in the assembly typesGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLE FOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2) ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURAL PLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9) exterior sheathing is to lap stud at panel joints typical, see detail:1235ABCDABD323321324322320318# 324IBC TYPE 'B'1 BDRM-E# 323IBC TYPE 'B'1 BDRM-E-MIR# 321IBC TYPE 'B'3 BDRM# 300-ACORRIDOR # 322STAIR 'A'# 320IBC TYPE 'B'2 BDRM# 318IBC TYPE 'B'1 BDRM-IC90'-312" 24'-312"10'-0"36'-0"20'-0"30'-2"24'-312"46'-0"29'-0"64'-0"6'-0"29'-0"AAAAAAAACCCCDDA70'-3"F.O. FR. TO GRID Dfire partition # 312ELEV. LOBBY# 312-ATRASH# 316MECH.# 314FITNESS RM314312312.1316314.1# 314.1CLOSET4'-012"5'-1014"7'-214"9'-418"10'-13 8"5'-134" 8'-418" 1'-0"2'-412"5'-012"4'-034"19'-612" 5'-134"17'-512"2'-0"2'-0"13'-7"9'-7"10'-212"5'-058"TRASHCHUTEELEVATOR(3500 LB)G3A-2.9THIRD FLR PLAN AREA 'A'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NO T F O R CO N S T RU C T IO NCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalarea 'B'key planarea 'a'match linematch lineSCALE:Third Floor Plan - Area 'A'1/8" = 1'-0"01A-2.9SCALE:Enlarged Plan @ Third Floor1/4" = 1'-0"02A-2.9NPLANN trueA-10.1047/12/2022 2:19:20 PM, AJBrevik floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-ASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling- w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER: - C = CONC./CMU/PRECAST - M = METAL - W = WOOD - x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN) - INCHES - T = TRUSS - P = PRECAST PANEL - F = FURRING - s = shaft wallgeneral notes:W 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2. if wall type is not indicated on plan, wall is to be type "w4" see detail: (15/a-0.3)3. at all tub & shower locations: install (1) layer of 5/8" water resistant gyp. bd. over nailing flange in addition to the gyp. bd. shown in the assembly typesGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLE FOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2) ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURAL PLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9) exterior sheathing is to lap stud at panel joints typical, see detail:10121314EGHJ1289111314764317315313307303301302304308310314312318316312.1309# 317IBC TYPE 'B'2 BDRM# 318IBC TYPE 'B'1 BDRM-IC# 315IBC TYPE 'B'3 BDRM-OC# 313IBC TYPE 'B'2 BDRM# 309IBC TYPE 'B'2 BDRM# 307IBC TYPE 'B'3 BDRM-MIR# 303IBC TYPE 'B'2 BDRM-MIR# 301IBC TYPE 'B'4 BDRM-E# 304IBC TYPE 'A'3 BDRM# 308IBC TYPE 'B'2 BDRM# 310IBC TYPE 'B'2 BDRM-IC# 300-BCORRIDOR# 302STAIR 'B'# 312ELEV. LOBBY# 312-ATRASH# 316MECH.# 314FITNESS RM314.120'-0"30'-2"146'-5"36'-0"46'-0"10'-0"24'-3"64'-0" 29'-0"6'-0"29'-0"24'-3"210'-5"O.F. FR. TO O.F. FR.36'-0"37'-2"12'-0"24'-0"29'-0"24'-0"24'-0"84'-0"F.O. FR. TO GRID D 36'-0"48'-0"AAAAAAAAAAbbbbbbbbbAAAACCCCCDDDDBBBACCbBbb# 314.1CLOSETfire partitionsee detail:fire partitionsee detail:DFJA-2.10THIRD FLR PLAN AREA 'B'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NO T F O R CO N S T RU C T IO NCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalarea 'B'key planarea 'a'match linematch lineSCALE:Third Floor Plan - Area 'B'1/8" = 1'-0"01A-2.10NPLANNtrueA-2.9027/12/2022 2:17:11 PM, AJBrevik floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-ASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling- w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER: - C = CONC./CMU/PRECAST - M = METAL - W = WOOD - x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN) - INCHES - T = TRUSS - P = PRECAST PANEL - F = FURRING - s = shaft wallgeneral notes:W 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2. if wall type is not indicated on plan, wall is to be type "w4" see detail: (15/a-0.3)3. at all tub & shower locations: install (1) layer of 5/8" water resistant gyp. bd. over nailing flange in addition to the gyp. bd. shown in the assembly typesGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLE FOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2) ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURAL PLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9) exterior sheathing is to lap stud at panel joints typical, see detail:1235ABCDABD423421422420418# 421IBC TYPE 'B'3 BDRM# 400-ACORRIDOR # 422STAIR 'A'# 420IBC TYPE 'B'2 BDRM# 418IBC TYPE 'B'1 BDRM-IC# 423IBC TYPE 'B'4 BDRM-E-MIR90'-312" 24'-312"10'-0"36'-0"20'-0"30'-2"24'-312"70'-312"F.O. FR. TO GRID D46'-0"29'-0"64'-0"6'-0"29'-0"AAAAAAAACCCADDAAAfire partition # 412ELEV. LOBBY# 412-ATRASH# 416MECH.# 414ROOF ACCESSMAINT.416412.1412mech.equip.A8'-0"A8'-0"414TRASHCHUTEELEVATOR(3500 LB)4'-012"5'-1014"7'-214"9'-418"10'-212" 8'-418" 1'-0"2'-412"5'-012"4'-034"19'-612" 5'-134"17'-512"2'-0"2'-0"9'-7"10'-212"5'-058"13'-7"5'-058"G3A-2.11FOURTH FLR PLAN AREA 'A'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NO T F O R CO N S T RU C T IO NCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalarea 'B'key planarea 'a'match linematch lineSCALE:Fourth Floor Plan - Area 'A'1/8" = 1'-0"01A-2.11SCALE:Enlarged Plan @ Fourth Floor1/4" = 1'-0"02A-2.11NPLANN trueA-10.1057/12/2022 2:19:50 PM, AJBrevik floor plan legend-X- SEE SHEET a-0.3 & a-0.4DENOTES WALL TYPE-- SEE SHEET a-13.4DENOTES WINDOW TYPE-- SEE SHEET a-13.1 & A-13.2DENOTES OPENING TYPEDENOTES ACCESSIBLE CLEARTURNING SPACE-DENOTES FIRE EXT. & CABINET- SEE DETAIL:-DENOTES FIRE EXT.-ACCESSIBLE UNIT-DENOTES CLEAR FLOOR AREA-XXXACCESSIBLE COMMUNICATION FEATURES-XIBC TYPE 'A' UNIT-ROOM NAME TAG-RADON VENT PIPE- SEE SECTION :-insulated unit partition wall-ASSEMBLY TYPE SYMBOL LEGENDASSEMBLY TYPE- r = roof / ceiling- w = wall / partition- ew = exterior wall- f = floor / ceilingMATERIAL / DETAIL NUMBER: - C = CONC./CMU/PRECAST - M = METAL - W = WOOD - x = SPECIALFIRE RATING (HR)ASSEMBLY TYPE SYMBOLAssembly modifier:(DBL. WALL SHOWN) - INCHES - T = TRUSS - P = PRECAST PANEL - F = FURRING - s = shaft wallgeneral notes:W 1W4-61notes:1. see sheets a-0.3 & a-0.4 for assembly type details2. if wall type is not indicated on plan, wall is to be type "w4" see detail: (15/a-0.3)3. at all tub & shower locations: install (1) layer of 5/8" water resistant gyp. bd. over nailing flange in addition to the gyp. bd. shown in the assembly typesGENERAL FLOOR PLAN NOTES1) ALL SQUARE FOOTAGES SHOWN ON PLANS ARE FOR BUILDING code COMPLIANCE, CONTRACTOR IS RESPONSIBLE FOR ALL QTY AND AREA CALCULATIONS AND TAKEOFFS2) ALL DIMENSIONS ARE TO CENTER-LINE OF FRAMING OR FACE OF STUD (U.n.o.)3) SHEAR WALL LOCATIONS SHOWN ON ARCHITECTURAL PLANS ARE FoR REPRESENTATION ONLY, SEE STRUCTURAL PLANS FOR FINAL LOCATIONS AND METHODS USED4) IF WALL TYPE IS NOT INDICATED ON PLAN, WALL SHALL BE "W4" SEE DETAIL: (15/ a-0.3)5) FOR FLOOR FINISH TRANSITIONS AND FURNITURE LAYOUTS, SEE INTERIOR FINISH PLANS7) provide blocking in walls for future installation of grab bars in all units Similar TO ACCESSIBLE UNITS8) AT IBC Type 'A' units electrical contractor to prep for hardwired door bell at unit entry door9) exterior sheathing is to lap stud at panel joints typical, see detail:10121314EGHJ1289111314764417413411407403401402404408410414412418416412.1409405# 417IBC TYPE 'B'2 BDRM# 418IBC TYPE 'B'1 BDRM-IC# 415IBC TYPE 'B'3 BDRM-OC# 413IBC TYPE 'B'2 BDRM# 409IBC TYPE 'B'2 BDRM# 403IBC TYPE 'B'2 BDRM-MIR# 401IBC TYPE 'B'4 BDRM-E# 404IBC TYPE 'B'3 BDRM# 408IBC TYPE 'B'2 BDRM# 410IBC TYPE 'B'2 BDRM-IC# 400-BCORRIDOR# 402STAIR 'B'# 412ELEV. LOBBY# 412-ATRASH# 416MECH.# 414ROOF ACCESSMAINT.# 405IBC TYPE 'B'1 BDRM# 407IBC TYPE 'B'1 BDRM20'-0"30'-2"146'-5"36'-0"46'-0"10'-0"24'-3"64'-0" 29'-0"6'-0"29'-0"24'-3"210'-5"O.F. FR. TO O.F. FR.36'-0"37'-2"12'-0"24'-0"29'-0"24'-0"24'-0"36'-0"48'-0"AAAAAAAAAAbbbbbbbbAAAACCCCCDDDDBBBACCbBbbb84'-0"F.O. FR. TO GRID D fire partitionsee detail:fire partitionsee detail:DFJA-2.12FOURTH FLR PLAN AREA 'B'BRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NO T F O R CO N S T RU C T IO NCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalarea 'B'key planarea 'a'match linematch lineSCALE:Fourth Floor Plan - Area 'B'1/8" = 1'-0"01A-2.12NPLANNtrueA-2.11027/12/2022 2:16:22 PM, AJBrevik TOP OF PRECAST100'-0"TOP OF FLR DECK109'-11 7/8"TOP OF FLR DECK119'-11 3/4"TOP OF FLR DECK129'-11 5/8"TRUSS BRG.TBDT.O. PARAPETTBDT.O. PARAPETTBDbr-1br-1aaaaaaaaaaaaaaaaaaaaaaaadddddddddddcccccccc44'-7" FIN. GRADE TO TOP OF PARAPET TOP OF PRECAST100'-0"TOP OF FLR DECK109'-11 7/8"TOP OF FLR DECK119'-11 3/4"TOP OF FLR DECK129'-11 5/8"TRUSS BRG.TBDT.O. PARAPETTBDT.O. PARAPETTBDbr-1br-1br-1aadddddddaaaaaaaaaaacaaaaaaaaaaaaaaaaaaaacccccccccccdddd44'-7" FIN. GRADE TO TOP OF PARAPETexterior finish legend- lap siding #1 + silverpointe (SW 7653)- lap siding #2 + gauntlet gray (sw 7019)- Lap siding #3 + dorian gray (sw 7017)- Board and Batten + silverpointe (SW 7653)- Board and batten + gauntlet gray (sw 7019)- MASONRY VENEER TYPE 1 + 4" burnished cmu - onyx- Masonry Veneer type 2 + architectural precast sill - match mv1- MASONRY VENEER TYPE 3 + architectural precast cap - Match br-1- brick veneer type 1 + face brick - Ebonite velour- PRE-FINISHED METAL FLASHING CAP + tbd (SW ####) u.n.o.- PRE-FINISHED METAL FASCIA + tbd (sw ####) u.n.o.- membrane roofing - slopedLP-1LP-2MV-1M-1M-2BB-1R-1LP-3MV-3MV-2BR-1general notes: 1. for EXTERIOR finish details see sheets A-11.5 2. trim board colors are to be TBD sw #### (u.n.o.) + TYPICAL trim boards at windows and doors to be 4" (U.N.O.) + vertical trim boards to be 6" (U.N.O.) + HORIZONTAL ACCENT BANDS TO BE 12" (U.N.O.) + top of band varies. align with the top of floor decking at each location shown typ. 4. Coordinate all misc. flashing colors w/ project architect 5. control joints to be placed 24" in from outside corners typ. (u.n.o.) 6. control joints at penetrations are to be cut flush with edge of opening. If an aesthetic headstone, row lock, or sill block is present, cut flush with edge of aesthetic feature - typ. 7. Mechanical vent covers and louvers in lap siding to match adjacent materials, Mechanical vent covers and louvers at masonry to be TBD Sw #### 8. terrace doors and hollow metal doors to be field painted, color to be tbd sw #### 9. pipe railings at grade to be matte black (U.N.O.)10. balcony framing and railings to be matte black with gray decking (U.N.O.)11. all cmu openings are to be returned to the face of wall sheathing or foundation u.n.o.12. all grade elevations shown on architectural drawings are to be used as reference, verify final grading with civil plansBB-2A-3.2EXTERIOR ELEVATIONSBRADLEY D. HAROLDSON#########-##-##3100-103-21ajb/ibsBDHXX-XX-XX366 South Tenth AvenuePO Box 727Waite Park, MN 56387-0727Office: (320) 202-3100Fax: (320) 202-3139Website: www.SandCompanies.comE-Mail: Architects@SandCompanies.comI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION &THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OFMINNESOTA.THESE DRAWINGS AND SPECIFICATIONS ARE THE SOLE PROPERTYOF SAND ARCHITECTS, LLC ANY REPRODUCTION OR REUSE OFTHESE DOCUMENTS IS FORBIDDEN WITHOUT WRITTEN PERMISSIONFROM SAND ARCHITECTS, LLC.SIGNATURE: __________________________________TYPED OR PRINTED NAME:LICENSE NO.:DATE:PROJECT NO.:DRAWN BY:CHECKED BY:DATE ISSUED FORCONSTRUCTION:NOT FORCONSTRUCTIONCRYSTAL, MN5240APARTMENTS5240 WESTBROADWAY AVE.PRINT LOGREVISiON/DATE/COMMENTS06-14-22city submittal06-23-2230% draft07-12-22city resubmittalSCALE:Overall East Elevation############02A-3.2SCALE:Overall North Elevation############01A-3.27/12/2022 2:38:13 PM, AJBrevik UDC AMENDMENTS PAGE 1 OF 4 ___________________________________________________________________________ FROM: Dan Olson, City Planner TO: Planning Commission (for August 8 meeting) DATE: August 2, 2022 RE: PUBLIC HEARING. Miscellaneous amendments to the Unified Development Code (Application Number 2022 - 08) __________________________________________________________________________ A. BACKGROUND Staff is requesting miscellaneous amendments to the unified development code (UDC). Most of the proposed amendments are corrections or clarifications, brought about by things we learned while administering the UDC’s requirements. At their work session on July 19, 2022, staff reviewed these amendments with the City Council. Attachments: A. Letter from Dan Pearson, property owner of 6048 - 6058 Lakeland Ave N (Premier Auto) B. Proposed UDC amendments B. PROPOSED AMENDMENTS 1. Front lot line. States that for a through lot, the zoning administrator has authority to determine which is the front lot line. 2. Specialized care facility. Delete the term “housing with services establishment” since that phrase was replaced in 2021 with “assisted living facility” by the MN Dept. of Health. 3. Subdivision regulations. Clarifies that a subdivision review by the city only includes Common Interest Community (CIC) plats that divide the land into two or more lots (not merely a division of ownership). 4. Type 1 review procedure. Clarifies that the zoning administrator may be assisted in application review by other city staff, as is done for type 2 and 3 procedures. 5. Site plan review. Requires only a type 1 review procedure for a building replacement on the same footprint and height as the original building. PLANNING COMMISSION STAFF REPORT UDC amendments UDC AMENDMENTS PAGE 2 OF 4 6. Timeline for building permit submittal. Clarifies that an applicant has one year to submit a building permit application after site plan or CUP approval. 7. Ground floor height. Clarifies that the height requirement for a ground floor in the town center zoning districts is greater only if a non-residential use is proposed for that floor. 8. Façade glazing. Clarifies that the percentage requirement for ground floor glazing in the town center zoning districts is greater only if a non-residential use is proposed for the ground floor. 9. Street/pedestrian locations. Clarifies that new connections in the town center districts can be either street or pedestrian connections and do not need to be city streets. 10. Floor area for alcohol sales in restaurants. Since the limitation is rarely, if ever, exceeded, this amendment deletes the limitation for the amount of floor space devoted to on-sale liquor, wine or beer. 11. Building signage. Requires directional signage at the public street if the primary entry door for a multi-family dwelling is not visible from the street. 12. Vehicle sales north of Lombardy Lane. The city received a request from Premier Motors at 6048-6058 Lakeland Ave N to allow vehicle sales north of Lombardy Lane (attachment A). Currently vehicle sales are allowed as a permitted use in the commercial district, but not north of 56th Avenue (Bass Lake Road). Therefore vehicle sales at Premier are classified as “legally nonconforming”, which allows for the use to continue but it cannot be expanded. With this change Premier Motors and Jack’s Auto Sales would be able to expand and improve sales lots on their current properties. The aerial photo below shows the two properties. There is precedence for allowing vehicle sales in a smaller area – vehicle sales are allowed to a point 660’ north of the intersection of Winnetka and 36th Avenues. The zoning map excerpt on the next page show the properties where vehicle sales would UDC AMENDMENTS PAGE 3 OF 4 be allowed as a result of this amendment. Jack’s would have to combine 6043 Florida Avenue with their 6030 Lakeland lot to take advantage of this change. 13. Waste container enclosure. Requires waste container enclosures, such as dumpster enclosures. Use-specific standards are found in the screening requirements of the UDC, except for one and two family dwellings. 14. Garage size. To ensure that a garage is large enough for a vehicle, this amendment sets a minimum standard for a garage size. In addition the requirement to have a concrete floor for a garage or carport is moved from general accessory building requirements to the specific requirements for garages and carports. 15. Outdoor dining and sales. Clarifies that a CUP is only required if the duration exceeds the limits for a temporary use. 16. Nonconforming lots of record. Clarifies the definition of a nonconforming lot of record. 17. Measuring distances. Clarifies the requirements for measuring distances (rounding). 18. Building setbacks. Reduces the required setback from 15 to 10 feet for the interior side yard in the R-2 district and for the corner side yard in the commercial and industrial districts. Also increases the minimum rear setback in the town center districts to 5 feet. 19. Tree size requirements. Reduces the minimum size for newly planted trees from 2 to 1.5 inches. 20. Parking lot screening. Those parking lots set back a significant distance from the street and that are not adjacent to a residential use would not be subject to screening requirements. Screening requirements within the town center districts may be altered if driveway visibility would be impaired. 21. Landscaping requirements. Clarifies the gross area of a parking lot and to correct an internal inconsistency relating to tree size requirements. 22. Roof-mounted mechanical equipment. Exempts one and two family dwellings from screening requirements for rooftop mechanical equipment. 23. Parking calculation. Clarifies the procedure to round up or down when calculating the minimum or maximum number of parking spaces for a property. 24. Driveway access for parking lots. Clarifies that the requirement to set back a parking lot feature is only applicable on busier streets (collector or arterial streets). UDC AMENDMENTS PAGE 4 OF 4 25. Compact vehicle spaces. Removes the minimum number of compact parking spaces for larger parking lots, while retaining the maximum number. 26. Civil engineer. Allows for a civil engineer, in addition to a transportation engineer, to prepare a parking study. 27. Street frontage and access requirements for subdivisions. Clarifies that access to a lot may be from an improved alley. In addition, language referencing principal or secondary frontage or access is deleted because there are no regulations requiring buildings to face a specific direction or to be accessed a certain way. 28. Alley requirements for subdivisions. Clarifies the requirements for new alleys. 29. Subdivision requirements. This amendment clarifies that subdivision requirements apply only to lots, not building placement or other improvements. For example the UDC states that alleys are permitted as a secondary access, but there are homes in Crystal that only have a driveway to an alley and nothing, neither driveway nor sidewalk, to the street. 30. Sign code. Clarifies the city’s practice of not requiring a sign permit for a menu board sign, and to allow greater height limits for commercial monument signs. C. REQUESTED ACTION The Planning Commission is asked to make a recommendation to the City Council to either deny or approve the proposed UDC amendments. Staff recommends approval of the amendments. The following is the proposed schedule for adopting a new ordinance: August 16 Council considers first reading of ordinance September 6 Council considers second reading and adoption Sept. 15 Summary of ordinance published Oct. 15 Effective date of ordinance Hello Planning Commission, City Council, Administration and Legal Counsel, I come before you to demonstrate and ask for a verbiage change on a code text amendment to allow the area where we park vehicles for sale to be expanded into the unused area of our property at 6048 & 6058 Lakeland Ave N. This has caused us a hardship since the new zoning ordinance change was adopted by the city in 2004. As a result of this ordinance change, our dealership has been (conditional noncompliant) and unable make any improvements or any changes to the property. As a business in good standing for over 32 years with an A+ rating with the BBB, given our complaints by neighbors are ZERO. Years ago when we got the approval from the city for auto sales, the past Mayor Betty Herbes said, “This was a perfect spot for a dealership and that is where they should be…along the highway.” When Hennepin County came in to enlarge HWY 81 (2012-2014) it disrupted our business significantly. As a result, we lost 2 egress roads to HWY 81 and it basically land locked us in. We also lost fifteen feet of retail property, which was our whole front row of vehicles which included our parking lot lights. The city would NOT let us expand to make it up, litigation was our path to rectify it. Thankfully John Sutter found a resolution, “if” we lessened the use which took away a parking space and brought it down to (37) parking spots. (30) Parking spaces actual retail - not nearly enough for a successful auto sales business. The ability to increase our parking area for more inventories is critical, we already have the space for this, and have been paying levy on this space. We are asking to make use of it. This will not impact the area in any negative way but will allow us to have more inventories for the clientele. We’ve been paying levy on the whole property (.9 acre) for 32 years and can only use 2/3 of it with no capability to expand. By sanctioning to us to employ the rest of our property and develop it will increase the property value along with revenue for the city. Thank you for allowing us to explain and demonstrate the challenges we have had since ordinance change in 2004. Our hope is that moving forward; we can get momentum and finally develop the property like our submitted plan in 1990 DBA: Premier Motors LLc. C.E.O Dan Pearson. 612-701-3355 Attachment A 7 CR225-464-620540.v5 Section 505 Definitions Subd. 1. Abutting or adjacent. “Abutting” or “Adjacent” means the land, lot, or property adjoining the property in question along a lot line or separated only by an alley, easement or street. Subd. 2. Accessibility ramps. “Accessibility ramps” means ramps that provide access to buildings for the disabled. Subd. 3. Accessory dwelling unit. “Accessory dwelling unit” means a dwelling unit that is located on the same lot as a one family dwelling to which it is accessory to and subordinate in size. An accessory dwelling unit may be within or attached to the one family dwelling, or in a detached accessory building on the same lot. Subd. 4. Accessory structure. “Accessory structure” means a subordinate building or other subordinate structure, including but not limited to detached garages, sheds, gazebos, or swimming pools, the use of which is clearly subordinate or accessory to the principal use of the building or property. Subd. 5. Adult uses. “Adult uses” has the meaning given it from the Crystal city code, chapter XI. Subd. 6. Airport facilities. “Airport facilities” means the buildings and grounds of the Crystal Airport, including those areas used for the storage, fueling, and repair of aircraft. Subd. 7. Alley. “Alley” means a public right-of-way other than a street that affords provides a secondary means of access to abutting property. Subd. 8. Animal hospital or veterinary clinic. “Animal hospital or veterinary clinic” means any building or portion of a building where animals or pets are given medical or surgical treatment and are cared for at the time of such treatment, including facilities with offices and/or laboratories for operation and/or functioning of a research and development facility. Use as a kennel shall be limited to short time boarding and shall be incidental to such animal hospital use. Subd. 9. Antenna support structure. “Antenna support structure” means any building, athletic field lighting, water tower, or other structure other than a tower, which can be used for location of telecommunications facilities as an accessory, subordinate use. New structures built for the purpose of attaching telecommunications facilities are “towers” not “antenna support structures” for the purposes of this UDC. For example, if an athletic field light pole would be replaced by a taller pole to facilitate installation of an antenna, then the new pole would be classified as a “tower” not an “antenna support structure” even if lights would be mounted to it in a manner similar to the way they were mounted to the previous light pole. This term does not include wireless support structures, which are separately defined under this UDC. Subd. 10. Applicant. “Applicant” means, unless otherwise specified, an owner or agent for the owner, including a subdivider, developer, attorney, or similar representative who has filed an application for development or sign approval with the city. Subd. 11. Application. “Application” means the process by which the owner, or their agent, of a parcel of land within the city submits a written request for any type of development or sign approval. Subd. 12. Awning. “Awning” means a roof-like cover, often of fabric, plastic, metal, or glass designed and intended for protection from the weather or as a decorative embellishment, and which projects Attachment B 14 CR225-464-620540.v5 development standards for loading spaces shall only apply to those areas of at least ten feet in width, 30 feet in length and having a vertical clearance of at least 14 feet. Subd. 90. Lot. “Lot” means land occupied or proposed to be occupied by a building and its accessory buildings, together with such open space as is required under the provisions of this UDC, having not less than the minimum area required by this UDC for a building site in the district in which such lot is situated and having its principal frontage on a street or a proposed street approved by the city council. Subd. 91. Lot coverage. “Lot coverage” means that portion of a lot that is covered by impervious surfaces. Figure 2: Illustration of lot configuration Subd. 92. Lot, corner. “Lot, corner” means a lot abutting on more than one street and situated at an intersection of streets (see figure 2). Subd. 93. Lot, interior. “Lot, interior” means a lot abutting on only one street (see figure 2). Subd. 94. Lot, through. “Lot, through” means a lot abutting on more than one street but not situated at an intersection of streets (see figure 2). Subd. 95. Lot, through corner. “Lot, through corner” means a lot abutting on more than one street and situated at more than one intersection of streets (see figure 2). Subd. 96. Lot area. “Lot area” means the area of a horizontal plane within the lot lines. Subd. 97. Lot depth. “Lot depth” means the shortest horizontal distance between the front lot line and the rear lot line measured from a 90-degree angle from the street right-of-way within the lot boundaries. Subd. 98. Lot line, front. “Lot line, front” means the boundary of a lot that abuts a public street. On a corner lot, it shall be the street-abutting lot line with the shortest dimension. If the property lines on both street frontages are of the same length, the property line to be used for front setback measurement shall be determined by the zoning administrator. On a through lot or through corner lot, the lot line for which the principal building is facing shall be the front lot line (see figure 3) the zoning administrator shall have authority to determine the front lot line. 15 CR225-464-620540.v5 Figure 3: Illustration showing yards for through lot Figure 3 would be revised as follows: Subd. 99. Lot line, rear. “Lot line, rear” means the lot line not intersecting a front lot line that is most distant from and most closely parallel to the front lot line. Subd. 100. Lot line, side. “Lot line, side” means any lot line that is not a front, rear or corner side lot line. Subd. 101. Lot line, corner side. “Lot line, corner side” means any street-abutting lot line that is not a front or rear lot line. Subd. 102. Lot of record. “Lot of record” means land designated as a separate and distinct parcel in a subdivision, the plat of which has been recorded in the office of the recorder of Hennepin County, Minnesota; or a parcel of land, the deed to which was recorded in the office of the recorder or registrar of titles of Hennepin County, Minnesota prior to the adoption of the ordinance codified in this UDC. 16 CR225-464-620540.v5 Subd. 103. Lot width. “Lot width” means the horizontal distance between side lot lines. In the case of irregularly shaped lots located on a cul-de-sac or curved street, or corner lots that are neither a square, rectangle, or parallelogram, lot width shall be measured at the required front and rear setback lines. Subd. 104. Lowest floor. “Lowest floor” means the lowest floor of the lowest enclosed area (including basement). An unfinished or flood resistant enclosure, used solely for parking of vehicles, building access, or storage in an area other than a basement area, is not considered a building’s lowest floor; provided, that such enclosure is not built so as to render the building in violation of the applicable non- elevation design requirements of 44 Code of Federal Regulations, Part 60.3. Subd. 105. Manufactured home. “Manufactured home” has the meaning given in Minnesota Statutes, section 327.31. The term “manufactured home” does not include the term “recreational vehicle.” Subd. 106. Marquee. “Marquee” means any permanent roof-like structure extending along or projecting beyond the wall of a building, generally designed and constructed to provide protection from the weather. Subd. 107. Mechanical equipment. “Mechanical equipment” means equipment, devices and accessories, the use of which relates to water supply, powering, heating, ventilating, air conditioning or similar purposes. Subd. 108. Medical clinics. “Medical clinics” means a building, or part of a building, where persons are cared for on an outpatient basis. Subd. 109. Mobile food unit. “Mobile food unit” has the meaning given it from the Crystal city code, chapter XIII. Subd. 110. Multiple tenant building. “Multiple tenant building” means any building which has more than one tenant, and where each tenant has a separate ground-level exterior public entrance. Subd. 111 New construction. “New construction” means structures, including additions and improvements, and placement of manufactured homes, for which the start of construction commenced on or after the effective date of the floodplain overlay district provisions. Subd. 112 Non-commercial speech. “Non-commercial speech” means dissemination of messages not classified as commercial speech which include, but are not limited to, messages concerning political, religious, social, ideological, public service and informational topics. Subd. 113. Non-conforming lot. “Non-conforming lot” means a lot of record or other parcel of land that does not comply with the lot area, width and depth requirements for any allowed use in the zoning district in which it is located. Subd. 114. Non-conforming structure. “Non-conforming structure” means any structure permitted prior to the effective date of this UDC, which would not conform to the applicable regulations if the structure were to be erected under the provisions of this UDC. Subd115. Non-conforming use. “Non-conforming use” means a lawful use of land that does not comply with the use regulations for its zoning district but which complied with applicable regulations at the time the use was established. Subd. 116. Obstruction. “Obstruction” means any, wall, embankment, pile, abutment, projection, excavation, channel modification, culvert, building, wire, fence, stockpile, refuse, fill, structure, or matter in, along, across, or projecting into any channel, watercourse, or regulatory floodplain which may impede, 21 CR225-464-620540.v5 (g) Electronic or electrically-controlled readerboard. “Electronic or electrically-controlled readerboard sign” means a sign, or section thereof, which has a constant light illumination level and messages which are changed by electronic processes or remote control. (h) Electric sign. “Electric sign” means a sign containing electrical wiring; the term does not include signs illuminated by an exterior light source. (i) Flashing sign. “Flashing sign” means a directly or indirectly illuminated sign which exhibits changing light or color effects by any means, so as to provide intermittent illumination which includes the illusion of intermittent flashing light by means of animation. Also any mode of lighting which resembles zooming, twinkling, or sparkling. (j) Freestanding sign. “Freestanding sign” means any sign which has supporting framework that is placed on, or anchored in, the ground and which is independent from any building or other structure. For the purposes of this UDC, a monument sign is not a freestanding sign. (k) Governmental sign. “Governmental sign” means any temporary or permanent sign erected and maintained by the City, County, State, or federal government, or a public utility. (l) Illuminated sign. “Illuminated sign” means any sign which contains an element designed to emanate artificial light internally or externally. (m) Marquee sign. “Marquee sign” means any building sign painted, mounted, constructed or attached in any manner, on a marquee. (n) Monument sign. “Monument sign” means any sign with its sign face mounted on the ground or mounted on a base at least as wide as the sign. (o) Nonconforming sign. “Nonconforming sign” means any sign and its support structure lawfully erected prior to the effective date of this UDC which fails to conform to the requirements of this UDC. A sign which was erected in accordance with a variance granted prior to the adoption of this UDC and which does not comply with this UDC shall be deemed to be a legal nonconforming sign. A sign which was unlawfully erected shall be deemed to be an illegal sign. (p) Off-premise sign. “Off-premise sign” means a commercial speech sign which directs the attention of the public to a business, activity conducted, or product sold or offered at a location not located on the same premises where such business sign is located. For the purposes of this UDC: (1) A freestanding, monument of or pylon sign shared by adjacent property owners shall not be considered an off-premise sign. (2) Easements and other appurtenances shall be considered to be outside such platted parcel of land and any sign located or proposed to be located in an easement or other appurtenance shall be considered an off-premise sign. (q) On-premise sign. “On-premise sign” means a sign that pertains to the use of the premises or the property on which it is located. (r) Pole sign. “Pole sign” means a sign which has the same meaning as pylon sign (see definition). 23 CR225-464-620540.v5 (cc) Wall sign. “Wall sign” means any building sign attached parallel to, but within two feet of a wall, painted on the wall surface of, or erected and confined within the limits of an outside wall of any building or structure, which is supported by such wall or building, and which displays only one sign surface. A wall sign is also a sign installed on the face of a canopy or marquee, but not extending beyond the face. Subd. 158. Small wireless facility. “Small wireless facility” has the meaning given in Minnesota Statutes, section 237.162, subdivision 11. Subd. 159. Special flood hazard area. “Special flood hazard area” means a term used for flood insurance purposes synonymous with “One hundred year floodplain.” Subd. 160. Specialized care facilities. “Specialized care facilities” means any facility where the primary function is the provision, on a continuing basis, of nursing services and health-related services for treatment and in-patient care, such as nursing homes, assisted living facilities, memory care facilities, housing with services establishments, and hospices. This does not include senior housing or the residence of any individual who cares for another family member. Subd. 161. Start of construction. “Start of construction” means in relation to the floodplain overlay district, start of construction includes substantial improvement, and means the actual start of construction, repair, reconstruction, rehabilitation, addition, placement, or other improvement that occurred before the permit’s expiration date. The actual start is either the first placement of permanent construction of a structure on a site, such as the pouring of slab or footings, the installation of piles, the construction of columns, or any work beyond the stage of excavation; or the placement of a manufactured home on a foundation. Permanent construction does not include: land preparation, such as clearing, grading and filling; nor does it include the installation of streets and/or walkways; nor does it include excavation for a basement, footings, piers, foundations, or the erection of temporary forms; nor does it include the installation on the property of accessory buildings, such as garages or sheds not occupied as dwelling units or not part of the main building. For a substantial improvement, the actual start of construction means the first alteration of any wall, ceiling, floor, or other structural part of a building, whether or not that alteration affects the external dimensions of the building. Subd. 162. Stealth. “Stealth” means any telecommunications facility which is designed to blend into the surrounding environment. Examples of stealth facilities include architecturally screened roof- mounted antennas, antennas integrated into architectural elements, and telecommunications towers designed to look other than a tower such as light poles, power poles, and trees. Subd. 163. Street. “Street” means a public right-of-way greater than 30 feet in width platted or dedicated for the purpose of accommodating vehicular traffic or providing principal access to abutting property. An alley is not a street. Subd. 164. Structure. “Structure” means anything constructed or erected on or connected to the ground, whether temporary or permanent in character. Subd. 165. Subdivision. “Subdivision” means as a verb, the term means the process of separating a parcel of land for the purpose of building or conveyance into two or more lots, including the division of previously subdivided property. As a noun, the term means the product resulting from the separation of a parcel into two or more parcels. The term also includes the activity regulated by Minnesota Statutes, chapters 515, 515A, and 515B. Subd. 166. Substantial damage. “Substantial damage” means in relation to the floodplain overlay district damage of any origin sustained by a structure where the cost of restoring the structure to it’s before- 32 CR225-464-620540.v5 Table 1: Development Review Procedures Type 1 Zoning Administrator Type 2 Planning Commission and Council Type 3 City Council Decision Recommend & Decision Decision Zoning Certificate X Site Plan Review X [1] X [1] Conditional Use Permit X Adjacent Parcel Land Conveyance X Lot Consolidation X Subd.– Prelim. Plat X Subd. – Final Plat X Comp Plan Amendment X Rezoning or Text Amend. X Variance X Appeals X Note: 1. A site plan review application is subject to either a Type 1 or Type 2 review, dependent upon the criteria in the Crystal city code, subsection 510.13. Subd. 3. Review procedures. (a) Type 1 review procedure. Type 1 review procedure decisions are made by the zoning administrator without public notice and without a public hearing. (1) Application submittal. The applicant shall submit a complete application to the zoning administrator in accordance with the Crystal city code, subsection 510.09. (2) Action by the zoning administrator. The zoning administrator may consult with other city staff on the application and shall render a decision to approve or deny an application in accordance with the timelines contained in this UDC. The zoning administrator shall provide a written decision on the application, delivered to the applicant. The decision shall be final on the date it is mailed or otherwise provided to the applicant, whichever occurs first. 36 CR225-464-620540.v5 (b) If landscaping is required as part of the zoning certificate approval, and the applicant is not able to install the landscaping prior to or concurrent with the issuance of the certificate of occupancy, the applicant shall submit a cash escrow to secure the completion of the landscaping. Subd. 5. Expiration. (a) A zoning certificate shall become void after one year from the date of issuance approval unless the applicant has applied for if a building permit that is subsequently has not been issued. (b) The zoning administrator may approve one extension of not more than one year. 510.17. Site plan review. Subd. 1. Applicability. No building or other structure shall be erected, constructed, re-constructed, enlarged, or structurally altered, nor shall any land be used, excavated or improved until a site plan is approved. Subd. 2. Approval procedure. A site plan review application shall be submitted to the zoning administrator in accordance with the application criteria of this UDC. If an applicant is submitting a conditional use permit application as provided in the Crystal city code, subsection 510.19, the conditional use permit and site plan review application shall be reviewed concurrently without the need for an additional application fee. (a) Site plans for the following construction requires approval of a zoning certificate review subject to a Type 1 review procedure as established in this UDC: (1) Additions to multiple-family dwellings or nonresidential buildings of less than 50 percent of the building footprint. (2) Industrial or commercial uses with outdoor storage of parts, products or fuels. (3) Telecommunication towers in the industrial district. (4) Replacement of a multi-family dwelling or nonresidential building on the same footprint and with the same height with no other site changes requested. (b) Site plans for the following construction requires approval through a Type 2 review procedure as established in this UDC: (1) New multiple-family dwellings of three units or more; (2) New nonresidential structures; (3) Additions to multiple-family dwellings or nonresidential structures of greater than 50 percent of the building footprint; (4) New parking ramps or structures. (c) Approval criteria. No site plan review application shall be approved unless it meets the following criteria: (1) It fully complies with all applicable requirements of this UDC; 37 CR225-464-620540.v5 (2) It adequately protects residential uses from the potential adverse effects of a non-residential use; (3) It is consistent with the use and character of surrounding properties; and (4) It provides safe conditions for pedestrians or motorists and prevents the dangerous arrangement of pedestrian and vehicular ways. (d) Amendments to approved site plans approved through a Type 2 procedure. (1) After a site plan has been approved through a Type 2 procedure, the applicant may request approval of adjustments or rearrangements of buildings in the course of carrying out the plan. If the amendment involves changes to 10 percent or less of the original floor area, not to exceed 500 square feet, the zoning administrator may approve the amendment after a Type 1 review procedure. Such amendment shall be in full compliance with the requirements of this UDC. If the amendment involves changes greater than 10 percent of the original floor area or exceeds 500 square feet, the amendment will be subject to a Type 2 review procedure. (2) The zoning administrator may also review and approve adjustments or rearrangements of items other than buildings, such as drives, parking areas, recreation areas, entrances, heights, yards, signage, landscaping, exterior lighting, surface water management plans, or similar modifications subject to a Type 1 review procedure. Such amendment shall be in full compliance with the requirements of this UDC. (e) Effect of city council decision of site plans approved through a Type 2 procedure. (1) Site plan approval shall expire one year from the date of approval unless the applicant has applied for and received a building permit that is subsequently issued. (2) The applicant may request an extension of the expiration date in writing to the zoning administrator. The city council may approve one extension of not more than one year. Such written request shall include the following: (i) An explanation of what, if any, good faith efforts have been made to complete the site plan process; and (ii) The anticipated completion date. (3) If required as a condition of approval of the site plan, the applicant shall sign a site improvement agreement with the city prior to the expiration date to guarantee completion of landscaping, stormwater management improvements, paved parking or pedestrian access areas, or similar improvements. A cash escrow deposit, or other form of security acceptable to the city, shall be submitted with the signed agreement before site improvements commence to secure the completion of the improvements. Upon completion of the work and acceptance by the city, the escrow deposit shall be released, except that the city may retain some of the deposit to ensure that the landscaping is succeeding one year after completion of the improvements. This may be extended by the zoning administrator to two years for native vegetation and for plantings in stormwater infiltration basins. In cases where various elements of the work are completed in stages, a request for partial release of the escrow may be approved by the zoning administrator. In the event construction of the project is not completed within the time prescribed by building permits or other approvals, the city may, at its option, complete the work using the escrow. 39 CR225-464-620540.v5 a conditional use permit amendment, unless specifically required as a condition of the conditional use permit approval. Subd. 7. Effect of city council decision. (a) A conditional use permit shall authorize a particular conditional use on a specific parcel for which it was approved. A change of use from one permitted conditional use to another shall require a new application and approval pursuant to this section. (b) If a site plan was approved as part of the conditional use permit, the permit shall expire one year from the date of approval unless the applicant has applied for and received a building permit that is subsequently issued. The applicant may request an extension of the expiration date in writing to the zoning administrator. The city council may approve one extension of not more than one year. Such written request shall include the following: (1) An explanation of what, if any, good faith efforts have been made to complete the site plan process; and (2) The anticipated completion date. (c) An approved conditional use may continue in operation, regardless of ownership or ownership changes, provided the use meets all the standards and conditions of approval. (d) If required as a condition of approval of the site plan for the conditional use permit, the applicant shall sign a site improvement agreement with the city prior to the expiration date to secure the completion of landscaping, stormwater management improvements, paved parking or pedestrian access areas, or similar improvements. A cash escrow deposit, or other form of security acceptable to the city, shall be submitted with the signed agreement before site improvements commence. Upon completion of the work and acceptance by the city, the escrow deposit shall be released except that the city may retain some of the deposit to ensure that the landscaping is succeeding one year after completion of the improvements. This may be extended by the zoning administrator to two years for native vegetation and for plantings in stormwater infiltration basins. In cases where various elements of the work are completed in stages, a request for partial release of the escrow may be approved by the zoning administrator. In the event construction of the project is not completed within the time prescribed by building permits or other approvals, the city may, at its option, complete the work using the escrow. 510.21. Adjacent parcel land conveyance. Subd. 1. Purpose. The purpose of the procedure is to allow for the adjustment of lot lines which are the result of a conveyance of small, non-buildable areas of land from one lot to an adjacent lot without creating any new nonconformities and where such minor changes do not call for the submission and approval of a subdivision plat. Any such adjustments which are approved pursuant to this subsection shall be exempt from both the lot consolidation provisions of the Crystal city code, subsection 510.23 and the provisions applicable to subdivisions in the Crystal city code, subsection 510.25. Subd. 2. Applicability. An adjacent parcel land conveyance occurs when a portion of a lot is conveyed to an adjacent lot resulting in an adjustment to the lot line. Subd. 3. Approval procedure. An adjacent parcel land conveyance shall be subject to the Type 1 review procedure. 40 CR225-464-620540.v5 Subd. 4. Approval criteria. All of the following criteria shall be considered and met in the review of adjacent parcel land conveyance: (a) The land conveyance will not create any new nonconformities beyond those that existed prior to the application and which will not be corrected by the adjustment; (b) The land conveyance is in compliance with the requirements of this UDC; and (c) The parcel being conveyed shall not be a buildable parcel according to the dimensional requirements of the zoning district in which the parcel is located. (d) The applicant is not required to comply with the park dedication requirements as provided for in the Crystal city code, subsection 525.05 for a subdivision. Subd 5. Deed consolidation. Upon approval of any adjacent parcel land conveyance pursuant to the terms of this section, the applicant shall record with the County Recorder or Registrar of Titles an updated deed which combines the legal descriptions for the original lot and that part of the adjacent parcel which has been conveyed to the applicant pursuant to this section. The applicant shall provide the city with evidence of the recording of such instrument within one year of approval of such application hereunder, or the zoning administrator’s approval of the adjacent parcel land conveyance shall be automatically revoked. 510.23. Lot consolidation. Subd. 1. Applicability. A lot consolidation shall meet the following requirements. If these requirements are not met, the property owner will be required to apply for a subdivision application as provided in the Crystal city code, subsection 510.25. (a) All parcels resulting from the lot consolidation shall have frontage and access on an existing improved street and shall not require the construction of any new street. (b) Any such consolidation shall not require any public improvements, with the exception of sidewalks, bike paths or trails, and does not include conveyance of an interest in real property to the city. Subd. 2. Approval procedure. (a) Lot consolidations shall be submitted in writing to the zoning administrator and shall be subject to the Type 3 review procedure. The city council will consider approval of a final plat as part of that review procedure. (b) In addition to the review procedure set forth above, all lot consolidation applications shall be submitted to the state and county highway departments (if adjacent to a state or county highway) prior to submission of an application. A comment letter from these entities shall be required as part of the application. Subd. 3. Approval criteria. All of the following criteria shall be considered in the review of lot consolidations: (a) The consolidation must be in general compliance with the comprehensive plan; (b) The consolidation must meet the purpose and intent of this UDC; (c) Unless prior or concurrent approval of a variance is granted, any such consolidation shall result in lots that, to the greatest extent possible, meet the dimensional requirements for the zoning 50 CR225-464-620540.v5 Figure 7: Illustration of required building street frontages (2) Building height. Maximum building height requirements are shown in Crystal city code, subsection 520.03. (i) The following are additional height requirements. (a) Story height. Stories above the ground floor are limited to 12 feet in height. Stories are measured from finished floor to finished ceiling. (b) Ground floor height. If the ground floor has a non-residential use, the Ground ground floor height shall be no less than 12 feet in height, but not more than 20 feet. Ground floor height above 20 feet counts as an additional story. (c) Shadow effects study. If a proposed building is located within 75 feet of the property line of a residential use, the applicant shall submit a shadow effect study to determine any negative shadow impacts to those uses. If negative impacts are determined, the city may require design techniques to mitigate the impacts, such as reducing the height of the building, relocating or reorienting the building within the site, reducing building mass, or stepping-back a portion of the building. (d) Proximity to Crystal Airport. Buildings shall comply with Crystal city code, subsection 520.01, subdivision 5(c) for construction near the Crystal Airport. (ii) Exceed height limitations. The city may, in its discretion, allow buildings to be constructed to a height of eight stories or 100 feet, whichever is less, upon consideration of the following factors. (a) Shadow effects. Shadow effects from the taller building will not have significant negative impacts on neighboring properties. A shadow effects study may be required by the city to document these impacts. (b) Building massing. The dimensions of the taller building are not disproportionately larger than neighboring buildings. 51 CR225-464-620540.v5 (c) Views. The taller building will not have significant negative impacts to the views of Becker Park by neighboring properties. (3) Building facades. Building facades shall meet the following requirements. (i) Building articulation. Buildings exceeding 50 feet in width along a street shall incorporate articulation in street-facing facades to break down the scale of large buildings and create visual interest. Techniques to incorporate articulation include stepping back or extending forward a portion of the façade, using different textures or contrasting but compatible materials, dividing the building into storefronts with separate display windows and entrances, use of awnings, balconies, or similar ornamental features, or varying the roofline to reinforce the articulation of the primary façade (see Figure 8). Figure 8: Illustration of techniques used to break down the scale of large buildings (ii) Facades facing Becker Park. For those buildings having facades facing Becker Park, the façade facing the park shall be of similar or compatible quality, design and materials as the primary building façade. (iii) Façade glazing. Façade glazing for buildings at the street frontages shall meet the following minimum requirements. (a) Minimum area requirements. If The the first ground floor has a non-residential use, that floor shall have a minimum glazing of 50 percent and upper floors shall have a minimum glazing of 30 percent. If the building does not have a non- residential use, all floors shall have a minimum glazing of 30 percent. (b) Tinted and reflective glass are prohibited. (c) At least 30 percent of the façade glazing area shall remain free of signage or other opaque materials. (iv) Prohibited. Satellite dishes and heating, ventilation, and air conditioning equipment (HVAC), except for wall vents, are not permitted on the primary building façade. (v) Building entries. 52 CR225-464-620540.v5 (a) Primary building entry. A functioning primary building entry shall be provided on the primary building façade. This entry shall be clearly defined by means of a canopy, portico, recess, or similar architectural elements (see Figure 9). Figure 9: Illustration of clearly defined building entries (b) Secondary building entry. A functioning secondary building entry shall be provided on the primary building façade for buildings exceeding 60 feet in width. (4) New street or pedestrian locations. To create better connected streets when redevelopment occurs in the TC district, new streets or pedestrian connections shall be constructed in the locations shown in Figure 10. If the street is not a public street, a mutual access agreement will be required by the city to ensure public access in the same manner as a public street. The city will consider alternate street locations that achieve this intent. Figure 10: Location of new street or pedestrian connections in the TC district Subd. 6. I Industrial District. 71 CR225-464-620540.v5 (c) Building design. All new buildings within the TC-PD district shall adhere to the TC district site development standards for building placement, height and facades in the Crystal city code, subsection 515.05, subdivision 5. (d) Parking. The development shall provide parking according to the requirements in the Crystal city code, subsection 520.15, subdivision 6. If the applicant desires to alter the number of required parking spaces through the TC-PD approval process, the following information shall be submitted: (1) Number of customers, patients, visitors, residents, or other patrons of the proposed use. Information shall also be included detailing the expected parking behavior of these people (i.e., how long a customer may be at the facility); (2) Number of full-time and part-time employees; (3) Number and approximate timing of deliveries; and (4) Such other information as may be requested by the city to determine that sufficient parking is provided for the proposed use. (e) Minimum green space. The minimum green space requirement in the TC-PD district is the same as the TC district. (f) New street or pedestrian locations. To create better connected streets when redevelopment occurs in the TC-PD district, new streets or pedestrian connections shall be constructed in the locations shown in Figure 11. If the street is not a public street, a mutual access agreement will be required by the city to ensure public access in the same manner as a public street. The city will consider alternate street locations that achieve this intent. Figure 11: Location of new street or pedestrian connections in the TC-PD district 75 CR225-464-620540.v5 Table 3: Permitted Principal Uses Use Category and Use Type P = Permitted Use C = Conditional Use - = Not Permitted Base Zoning Districts Use-Specific Standards in Section: R-1 R-2 R-3 C TC I AP Kennels, Commercial [2] - - - P - P - 515.19, subdivision 4 (e) Offices, Professional - C C P P P P 515.19, subdivision 4 (f) Parking Ramps or Structures - - - P P P P 515.19, subdivision 4 (g) Personal Services [3] - C C P P P 515.19, subdivision 4 (h) Restaurants or Eating Establishments [4] - C C P P P - 515.19, subdivision 4 (i) Retail Establishments [5] - C C P P P - 515.19, subdivision 4 (ji) Theater, Indoor - - - P P - - Vehicle Repair - - - C - P - 515.19, subdivision 4 (kj) Vehicle, Boat or Recreational Sales or Rental - - - P - P - 515.19, subdivision 4 (lk) Vehicle Fuel Sales - - - P - - - 515.19, subdivision 4 (ml) Vehicle Wash or Detailing - - - C - C - 515.19, subdivision 4 (nm) Industrial, Manufacturing, Research and Wholesale Use Category Building Materials Sales - - - - - P - Bulk Storage of Liquids - - - P - P P 515.19, subdivision 5 (a) Industrial Uses (Indoors) - - - - - P - Industrial Or Commercial Uses with Outdoor Storage of Parts, Products, or Fuels - - - - - P - 515.19, subdivision 5 (b) Self Storage Facilities - - - - - P - Warehouse - - - - - P P Vehicle Impound Lot - - - - - C - 515.19, subdivision 5 (c) Public Facilities, Telecommunication and Utilities Use Category Essential Services P P P P P P P Public utility buildings C C C C - C P 515.19, subdivision 6 (a) 77 CR225-464-620540.v5 (a) This subsection provides site planning, development and/or operating standards for certain land uses that are permitted or conditionally permitted in Table 3. (b) The land uses and activities covered by this subsection shall comply with the applicable standards for the specific use in all districts unless otherwise specified, in addition to all other applicable provisions of this UDC. Subd. 2. Residential use category. (a) Bed and breakfast establishments. Bed and breakfast establishments are subject to the following standards: (1) The owner shall reside on the property; (2) The property abuts and the building faces an arterial or major collector street; (3) The establishment shall comply with the city’s liquor license regulations in the Crystal city code, chapter XII, as well as state health and building codes; (4) Signage is limited to one sign that indicates the name of and contact information for the bed and breakfast establishment but no other material. There may be one such sign not to exceed four square feet in area, not to exceed five feet in height if free standing, and not to be lighted unless the lighting will not negatively impact adjacent properties; and (5) No external vending machines shall be allowed. (b) Dwellings, multiple-family. Buildings shall be oriented so that the primary entrance faces the street from which the building is addressed, Except except for the TC and TC-PD districts which have separate requirements., buildings shall be oriented so that the primary entrance faces the street from which the building is addressed. Buildings shall also meet the following additional standard: (1) When a primary entry door is not visible from the public street, signage shall be installed facing the public street to provide direction to that unit(s). (c) One-family attached dwellings. One-family attached dwellings are subject to the following standards: (1) Collective maintenance of building exteriors, driveways, landscaping, and common areas for one-family attached dwellings is required; and (2) In the TC-PD district, one-family attached dwellings shall be constructed in the form of rowhouses or townhouses (see Figure 12). This building form shall consist of at least three dwelling units placed side by side where each unit has a separate entrance. 80 CR225-464-620540.v5 (h) Personal Services. Within the TC district, space for personal services is limited to 15,000 gross square feet per floor. Additional square footage may be allowed with a conditional use permit, not to exceed a building footprint of 20,000 square feet. (i) Restaurants or eating establishments. On-sale liquor, wine or beer is allowed, but shall occupy no more than 30% of the total floor area of the establishment. This limit may be exceeded with a conditional use permit provided that the facility is served by arterial, collector or municipal state aid streets and such pedestrian facilities as are necessary to accommodate the traffic generated by the facility (j)(i) Retail establishments. Retail establishments are subject to the following standards: (1) Repair is allowed for a retail establishment, but a conditional use permit is required if the repair is done outdoors. The applicant shall demonstrate that such outdoor repair will not negatively impact neighboring properties; (2) Within the TC district, retail space is limited to 15,000 gross square feet per floor. Additional square footage may be allowed with a conditional use permit, not to exceed a building footprint of 20,000 square feet; (3) Within the Commercial district, retail establishments may have up to 50% of the gross floor area as storage or warehouse space; and (4) Within the Industrial district, retail establishments are limited to 50% of the gross floor area of the principal use. (k)(j) Vehicle repair. Vehicle repair is subject to the following standards: (1) The property abuts at least one of the following street segments: (i) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and 56th Avenue North; (ii) West Broadway between Corvallis Avenue and 56th Avenue North; or (iii) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th Avenue North; and (2) There is no outdoor parking or storage of vehicles that are to be worked on, are being worked on, or have been worked on. (l)(k) Vehicle, boat, or recreational sales or rental. Vehicle, boat, or recreational sales or rental is subject to the following standards: (1) The property abuts at least one of the following street segments: (i) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and 56th Avenue North; (i)(ii) Lakeland Avenue between Lombardy Lane and the north lot line of Lot 1, Block 1, Storm’s 1st Addition, said distance approximately 368 feet; (ii)(iii) West Broadway between Corvallis Avenue and 56th Avenue North; or 81 CR225-464-620540.v5 (iii)(iv) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th Avenue North; (2) There is no outdoor parking or storage of inoperable, unlicensed, abandoned or junk vehicles; and (3) No vehicle or equipment shall exceed 32 feet in length. (m)(l) Vehicle fuel sales. Vehicle fuel sales are subject to the following standards: (1) The property abuts at least one of the following street segments: (i) Douglas Drive between 27th Avenue North and a point 660 feet north of 27th Avenue North; (ii) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and 56th Avenue North; (iii) West Broadway between Corvallis Avenue and 56th Avenue North; or (iv) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th Avenue North; or (v) 36th Avenue North between Highway 100 and a point 357 feet west of the centerline of Regent Avenue North; (2) Sufficient vehicular stacking space is provided on-site to minimize the blocking of traffic in the public right-of-way; and (3) If the property is adjacent to one or two residential family dwellings, the vehicle fuel sales businesses shall be closed between the hours of midnight and 5 a.m. (n)(m) Vehicle wash or detailing. Vehicle wash or detailing establishments are subject to the following standards: (1) The property abuts at least one of the following street segments: (i) Douglas Drive between 27th Avenue North and a point 660 feet north of 27th Avenue North; (ii) Lakeland Avenue/Bottineau Boulevard between the Canadian Pacific Railroad and 56th Avenue North; (iii) West Broadway between Corvallis Avenue and 56th Avenue North; (iv) Winnetka Avenue between 36th Avenue North and a point 660 feet north of 36th Avenue North; or (v) 36th Avenue North between Highway 100 and a point 357 feet west of the centerline of Regent Avenue North; and (2) Sufficient vehicular stacking space is provided on-site to minimize the blocking of traffic in the public right-of-way. 90 CR225-464-620540.v5 (2)The facility is served by arterial, collector or municipal state aid streets and such pedestrian facilities as are necessary to accommodate the traffic generated by the facility. (e)Schools, nursery or preschool. Nursery schools, and preschools are subject to the following standards: (1)Side setbacks shall be double that required for the district, except that this requirement does not apply in the C or I zoning districts; and (2)The facility is served by arterial, collector or municipal state aid streets and such pedestrian facilities as are necessary to accommodate the traffic generated by the facility. (f)Schools, trade or business. The facility is served by arterial, collector or municipal state aid streets and such pedestrian facilities as are necessary to accommodate the traffic generated by the facility. 515.21. Permitted accessory uses and structures. Subd. 1. Purpose. This subsection authorizes accessory uses and structures that are incidental and customarily subordinate to principal uses. The intent of this subsection is to allow accessory uses while not creating adverse impacts on surrounding lands. Subd. 2. General provisions. (a)Table 4 lists the accessory uses allowed within all zoning districts except for the overlay zoning districts. Except for the TC-PD district which has separate requirements, the uses permitted in the overlay districts shall be controlled by the underlying base zoning district. (b)Small accessory uses such as arbors, benches, doghouses, play sets, garden decorations, pergolas, and firewood cribs are exempt from the provisions of this subsection, but cannot be located in public rights-of-way. (c)Tents, play houses, or similar structures shall not be used as temporary or permanent dwelling units, but may be used for recreational purposes. (d)Any accessory structure used for the parking or storage of motor vehicles, such as a garage or carport, shall have a floor constructed of poured concrete in accordance with standards approved by the city engineer and building official. (e)(d) Accessory structures shall only be constructed concurrent with or after the construction of the principal building on the same site. (f)(e) Uses and structures that are accessory to a conditional principal use shall be permitted in accordance with this subsection, without requiring a conditional use permit amendment, unless specifically required as a condition of the conditional use permit approval. Subd. 3. Explanation of table of permitted uses. (a)Symbols in table. The symbols used in Table 4 are defined as follows: (1)Permitted uses (P). A “P” in a cell indicates that a use type or structure is allowed by-right in the respective zoning district subject to compliance with the use-specific standards set forth in the final “use-specific standards” column of Table 4. Permitted uses are subject to all other applicable standards of this UDC; 93 CR225-464-620540.v5 515.23. Use-specific standards for accessory uses and structures. Subd. 1. Purpose and applicability. (a) This subsection provides site planning and/or operating standards for certain land uses or structures that are permitted or conditionally permitted in Table 4. (b) The land uses and structures covered by this subsection shall comply with the applicable standards for the specific use in all districts unless otherwise specified, in addition to all other applicable provisions of this UDC. Subd. 2. Accessory uses. (a) Assembly or gathering space. Adequate parking shall be provided for both the assembly or gathering space and the principal use on the property. (b) Drive-through facilities. Drive-through facilities are subject to the following standards: (1) The establishment is served by arterial, collector, or municipal state aid streets and such pedestrian facilities as are necessary to accommodate the traffic generated by the facility. The city council may require the applicant to provide a traffic study prepared by a professional engineer for the proposed use, and may base its findings of fact on said study Table 4: Permitted Accessory Uses and Structures Use Category and Use Type P = Permitted Use C = Conditional Use - = Not Permitted Base Zoning Districts Zoning Certificate Required Use-Specific Standards in Subsection: R-1 R-2 R-3 C TC I AP Solar energy systems P P P P P P P No 515.23, subdivision 3(n) Swimming pools, hot tubs, and spas P P P P P - - No 515.23, subdivision 3(o) Television and radio antennae P P P P P P P No 515.23, subdivision 3(p) Tennis and other recreational courts P P P - - - - No 515.23, subdivision 3(q) Treehouses P P - - - - - No 515.23, subdivision 3(r) Waste container enclosures P P P P P P P No 520.13, subd. 4 (a) Workshops P P - - - - - No 515.23, subdivision 3(s) Notes: 1. A zoning certificate is only required for commercial storage buildings in the Industrial and Airport zoning districts. 2. Fences are not allowed in the TC district. 3. Parking lots are not allowed for one or two family dwellings. Loading spaces are not allowed in residential districts or the TC district. 97 CR225-464-620540.v5 (5) The architectural style is compatible with the principal building and surrounding land uses. Exterior building design and materials shall comply with the provisions as provided in the Crystal city code, subsection 520.05; and (6) The use will not conflict with the character of development intended for the zoning district. (g) Fuel pumps, private use. Private fuel pumps for use by commercial businesses are allowed, provided that the current business, or its successor business, only uses the fuel pumps for its vehicles and equipment and does not allow them to be used by the general public. For the purposes of this UDC, private fuel pumps do not include those fuel pumps in use by a vehicle fuel sales business as allowed in Table 3. (h) Garages and carports, detached. Detached garages Garages and carports are subject to the following standards: (1) Attached and detached garages are subject to the following requirement: (i) Garages shall be accessed through a vehicular entrance door with an opening not less than seven feet wide and seven feet high. A garage shall be no less than eight feet wide and fourteen feet long, measured as the continuous clear space between the insides of the interior walls or wall framing if unfinished. (2) Attached and detached garages and carports are subject to the following requirement: (i) Garages and carports shall have a floor constructed of poured concrete in accordance with standards approved by the city engineer and building official. (3) Detached garages and carports are subject to the following requirements: (1) For one and two family dwellings, the cumulative area of all detached accessory buildings on the property shall not exceed the finished floor area of the residential portion of the principal building; (2) For multiple family dwellings, detached garages shall be designed to meet the minimum number of required parking spaces and required setbacks. To the extent practicable, garages shall be located to the side or rear of the building; and (3) Garages and carports shall not be constructed of the following materials: fabric, canvas, concrete block, cloth, plastic sheets, tarps, unfinished or corrugated metal, exposed plywood, particle board, or similar materials. (i) Gazebos. Gazebos are subject to the following standards: (1) The cumulative area of all detached accessory buildings on the property shall not exceed the finished floor area of the residential portion of the principal building; and (2) Gazebos shall not be constructed of the following materials: fabric, canvas, concrete block, cloth, plastic sheets, tarps, unfinished or corrugated metal, exposed plywood, particle board, or similar materials. (j) Noncommercial greenhouses. Noncommercial greenhouses are subject to the following standards: 101 CR225-464-620540.v5 Table 5: Permitted Temporary Uses and Structures Use Category and Use Type P = Permitted Use - = Not Permitted Base Zoning Districts R-1R-2R-3C TC I AP Allowable Duration (per site) Permit Required Use-Specific Standards in Section: Construction Dumpster P P P P P P P No more than three consecutive months in any 12-month period See city code section 605 515.27, subdivision 2; 605 Garage/Yard Sales P P P - - - - Maximum of three consecutive days, four times per calendar year per site No 515.27, subdivision 3 Outdoor dining [1] P P P P P P P 270 days per site per calendar year Zoning Certificate (Type 1 Review) [2] 515.27, subdivision 4 Outdoor sales [1] - - - P P P - 180 days per site per calendar year Zoning Certificate (Type 1 Review) 515.27, subdivision 5 Portable Storage Container P P P P - P P 60 days per site per calendar year No 515.27, subdivision 6 Signs, Temporary P P P P P P P See section 530 Sign Permit 530 Notes: 1. Outdoor seating for cafes or restaurants or outdoor sales areas for retail establishments that exceed the temporary use duration time limits may be permitted as a permanent use with would require a conditional use permit. 2. A zoning certificate is not required for a mobile food unit. 515.27. Use-specific standards for temporary uses and structures. Subd. 1. Purpose and applicability. (a)This subsection provides site planning and/or operating standards for certain land uses that are permitted in Table 5. (b)The land uses and activities covered by this subsection shall comply with the applicable standards for the specific use in all districts unless otherwise specified, in addition to all other applicable provisions of this UDC. Subd. 2. Construction dumpsters. Construction dumpsters are subject to the following standards: 106 CR225-464-620540.v5 days of when the structure is damaged or destroyed, but the city may impose reasonable conditions upon a zoning or building permit in order to mitigate any newly created impact on an adjacent property or water body. (c)Relocation. No nonconforming structure shall be relocated in whole or in part to any other location on the same or any other lot unless the entire structure shall thereafter conform to the regulations of the district in which such structure is located after being relocated. Subd. 5. Nonconforming accessory uses and structures. No use or structure which is accessory to a principal nonconforming use or structure shall continue after such principal use or structure shall have ceased or terminated, unless such accessory use or structure shall thereafter conform to all the regulations of the district in which it is located. Abandoned signs shall be removed and all signs painted directly on the principal building shall be repainted in a neutral color or a color which will harmonize with the structure. Subd. 6. Governmental acquisition of a portion of a property. When governmental acquisition of a portion of a property for a public purpose results in that property no longer meeting one or more requirements of this UDC, the property shall be considered a lawful nonconforming use. Subd. 7. Non-conforming lots of record. (a)A nonconforming lot of record is a buildable lot, but the construction of buildings or other improvements thereon shall meet the requirements of the UDC. if the building meets all other zoning requirements such as setbacks or building height. 107 CR225-464-620540.v5 Section 520 Development standards 520.01 Measurements, computations, and encroachments. Subd. 1. Percentages and fractions. When a calculation or ratio established in this UDC results in a fractional number or percentage, any fraction of less than ½ or less shall be rounded down to the next lower whole number and any fraction of more than ½ or more shall be rounded up to the next higher whole number. Any percentage of less than .5 percent or less shall be rounded down to the next lower whole number and any percentage greater than of .5 percent or more shall be rounded up to the next higher whole number. Subd. 2. Distance measurements. Unless otherwise expressly stated, distances specified in this UDC are to be measured as the length of an imaginary straight line joining those points. The following are additional requirements for measuring distance: (a)Any lot dimension shall be rounded up or rounded down to the next whole number as provided for in Subd. 1 of this subsection; (b)Building square footage shall be determined by measuring the area of the building using the outermost building exterior walls. Subd. 3. Setback requirements and exceptions. Each structure shall comply with the front, interior side, corner street side, and rear setback requirements of the applicable zoning district, except: (a)Where a setback requirement is established for a specific land use type in the use-specific standards of Table 3; (b)A building feature that encroaches into a required setback as allowed by Table 6; (c)No portion of any structure, including eaves or roof overhangs, shall extend beyond a property line, or into a platted or dedicated easement or street right-of-way; and (d)Structures existing on the effective date of this UDC and encroaching into a setback required by this UDC shall be considered conforming to the setback requirement if the encroachment does not exceed one foot or 10% of the required setback, whichever is less. Additions may be made to such structures and shall also be considered conforming to the setback requirement provided that the addition does not further encroach into the setback than the existing structure. Subd. 4. Measurement of setbacks. Setbacks shall be measured as follows: (See Figure 14). 114 CR225-464-620540.v5 Table 7: Zoning District Site Development Standards for Principal Buildings R1 R2 R3 Commercial TC Industrial AP Side 5 feet 15 10 feet 15 feet 10 feet 0 foot minimum 10 feet 200’ from resi- dential use Rear 30 feet 30 feet 30 feet 10 feet 3 5 foot minimum 10 feet 200’ from resi- dential use Corner Side 10 feet [2] 30 feet 30 feet 15 10 feet 2 foot minimum 12 foot maximum 15 10 feet 200’ from resi- dential use Number of Principal Buildings Maximum number of principal buildings per property One One One One Not Applicable One Not Appli- cable Minimum Lot Area One-family Detached Dwelling 6,000 SF 6,000 SF Not Applicable Not Applicable Not Applicable Not Applicable Not Appli- cable Two-Family Dwelling 10,000 SF 10,000 SF 10,000 SF Not Applicable Not Applicable Not Applicable Not Appli- cable Other Residential Uses Not Applicable 10,000 SF 20,000 SF Not Applicable Not Applicable Not Applicable Not Appli- cable Non-Residential Uses [3] Not Applicable Not Applicable Not Applicable 20,000 SF Not Applicable 20,000 SF Not Appli- cable Minimum Lot Depth One-family Detached Dwelling 100 feet 100 feet 100 feet Not Applicable Not Applicable Not Applicable Not Appli- cable Two-Family Dwelling 100 feet 100 feet 100 feet Not Applicable Not Applicable Not Applicable Not Appli- cable Other Residential Uses Not Applicable 100 feet 100 feet Not Applicable Not Applicable Not Applicable Not Appli- cable Non-Residential Uses [3] 100 feet 100 feet 100 feet 120 feet Not Applicable 120 feet Not Appli- cable Minimum Lot Width 127 CR225-464-620540.v5 (b) Landscaping that is in compliance with the approved plans shall be installed before a certificate of occupancy is issued for the site. If landscaping is not installed, the applicant shall be required to submit a cash escrow in accordance with the requirements in the Crystal city code, section 510 for the relevant development review application. Subd. 4. Landscaping standards. (a) Plant quality and size. (1) Appropriate materials. Landscape materials should complement the form of the existing trees, plantings, and vegetation. The amount of shade or sun and soil conditions should be considered in selecting plant materials. Plant materials are to include those materials and species that are demonstrated to be hardy to conditions found in Minnesota. (2) Approved and prohibited tree species. Trees selected for specific site design purposes shall be those trees as identified and included on the list of approved trees as approved and amended from time to time by resolution of the city council on file in the city clerk’s office. The city’s approved list may include prohibited trees. (3) Free of disease. Plants shall be free of disease, insects and/or damage, and shall be correctly labeled indicating genus, species and cultivar. No label shall be removed until after the final inspection by the city is completed. (4) Variety of tree species. To curtail the spread of disease or insect infestation in a tree species, new trees shall comply with the diversity standards of Table 9. Table 9: Species Diversity Number of Trees Required on Site Maximum Percentage of Trees that may be of a Single Species 7-19 35% 20-39 30% 40 or more 25% (5) Tree size requirements. (i) Deciduous canopy or shade trees shall have a minimum Diameter at Breast Height (DBH) of two inches for ball and burlap trees or DBH of two inches for container trees at the time of planting. Multi-stem varieties shall be a minimum of six feet in height above ground level at the time of planting. (ii) Understory, small maturing, or ornamental trees shall have a minimum DBH of two 1.5 inches at time of planting. Multi-stem varieties shall be a minimum of four feet in height above ground level at the time of planting. (iii) Evergreen trees shall be a minimum of six feet in height for potted or ball and burlap trees at the time of planting. (b) Required landscaping. 132 CR225-464-620540.v5 Figure 22: Perimeter landscaping required between a parking lot and a street. (2) The landscaping shall have a minimum height of 36 inches and be designed and maintained to screen cars from view of the street and meet the site visibility requirements of the Crystal city code, chapter VIII; (3) Screening materials may include a combination of plant materials including trees, shrubs, raised planters, solid decorative masonry walls, or other screening devices which meet the intent of this requirement (see Figure 23). Figure 23: Illustration of parking lot perimeter screening. (4) A parking lot is not required to be screened from the street if the parking lot is not adjacent to a residential use and the parking lot is set back at least double the required setback. (c) Parking lots adjacent to side or rear property lines. Parking areas for a nonresidential, institutional, or multiple family dwelling use shall provide a perimeter landscape strip of the minimum required setback area where the parking area adjoins a side or rear property line. At a minimum the landscape strip shall contain sod or turf grass, but may be supplemented by trees, shrubs, native grasses, flowering plants, or similar landscaping materials. (d) Parking lots adjacent to residential uses. Parking lots adjacent to a one or two family dwelling shall comply with the following: 133 CR225-464-620540.v5 (1) A landscaped buffer of the minimum setback area shall be provided between the parking lot and the property line of the residential use; (2) The landscaping shall have a minimum height of 36 inches and be designed and maintained to screen cars from view of the residential use. Screening may consist of shrubs, planters, solid decorative walls, or other screening devices which meet the intent of this requirement; and (3) Shade trees shall also be provided at the rate of one for each 30 linear feet of landscaped area along the property line between the parking lot and the residential use. (e) Parking lots in the TC and TC-PD districts: Parking lots in the TC and TC-PD districts shall be screened from streets and sidewalks by a masonry retaining wall or evergreen hedge a minimum of 36 inches and a maximum of 48 inches in height. If driveway visibility would be impaired, the city will consider alternatives that meet screening objectives. (f) Landscaping for parking lot interior. The landscaping for the interior of a parking lot shall comply with the following: (1) Amount of landscaping. (i) Parking lots with 20 or more spaces shall provide landscaping at a minimum ratio of ten percent of the gross area of the parking lot, which is computed by means of the smallest square, circle, rectangle, triangle or combination thereof that shall encompass the extreme limits of the parking lot perimeter, not including any landscape islands within or projections into the parking lot (including all drive and parking aisles). If parking is located on the side of the structure (not adjacent to a street) or in the rear, this landscaping ratio may be reduced to five percent; and (ii) Trees meeting the size requirements of Crystal city code, subsection 520.11, subd. 4 (a) (5) not less than five feet in height and 15-gallon container in size shall be planted throughout the parking lot. (2) Landscaping location. Landscaping shall be evenly dispersed throughout the parking lot, as follows: (i) Landscaped islands shall have a minimum width of nine feet as the narrowest dimension; (ii) Shade trees planted using an orchard-style planting (the placement of trees in uniformly-spaced rows) is encouraged for larger parking areas; and (iii) The area not covered by the canopy of the tree, but within an interior landscape area, shall be covered by shrubs, grass, ground cover, landscape gravel, or mulch. 520.13. Screening. Subd. 1. Purpose. The purpose of this subsection is to increase or maintain property values and generally protect the public welfare by screening uses that could have an adverse impact on neighboring properties. Subd. 2. Applicability. The requirements of this subsection shall apply to all proposed development and new land uses unless otherwise stated. 134 CR225-464-620540.v5 Subd. 3. Types of screening. Unless otherwise stated, screening may consist of vegetation, fences, walls, berms, or other visual barriers. Subd. 4. Items to be screened. The following areas shall be screened in accordance with this subsection: (a) Waste receptacles containers. Except for one and two family dwellings, Outdoor outdoor waste enclosures receptacles, including for dumpsters, grease collection containers and recycling containers, shall be screened on all sides by wood, masonry walls, or other material compatible with the principal building with a minimum height of six feet. One side of the storage area shall be furnished with swinging doors. Whenever feasible, the enclosure shall be located away from residential areas in the and at least five feet from any side or rear yard property line, away from residential areas; (b) Ground-mounted mechanical equipment. Ground-mounted mechanical equipment shall be screened from view of adjacent properties or public rights-of-way. This screening shall meet the following requirements: (1) Location and height requirements (i) Ground-mounted equipment shall not be located between the building and the public right-of-way. (ii) Screening shall be as high as the highest point of the equipment being screened. If a screen greater than 8 feet tall is required, the zoning administrator may require that the equipment be located in the principal building or the most visually inconspicuous area of the property that does not cause unnecessary negative impacts to residential properties. (2) Exceptions. The following ground-mounted mechanical equipment shall be exempt from the screening requirements of this subsection: (i) Minor equipment not exceeding 18 inches in height. (ii) Mechanical equipment accessory to a one or two-family dwelling. (c) Roof-mounted mechanical equipment. Except for roof-mounted mechanical equipment for a one or two family dwelling, Roofroof-mounted mechanical equipment shall be screened from view of adjacent properties and public rights-of-way, accomplished through the two methods in (1) and (2), below. As an alterative to these methods, the city may, at its discretion, allow rooftop equipment to be screened by painting it to match or approximate the color of the background against which the equipment is viewed. Solar energy systems are exempt from screening requirements if screening would interfere with system operations. 138 CR225-464-620540.v5 Traffic into and out of business areas shall to the maximum extent possible, be forward moving with no backing into streets. Subd. 4. Rules for computation. (a) Calculation. The following rules shall apply when computing parking spaces: (1) Driveway space meeting parking requirements. Entrances, exits, or driveways shall not be computed as any part of a required parking lot or area, except in the case of one or two family dwellings where driveways may be used in calculating the amount of off-street parking; (2) Multiple uses. Unless otherwise noted or approved, off-street parking areas serving more than one use shall provide parking in an amount equal to the combined total of the requirements for each use. The required base number of parking spaces shall be counted only once for multiple use buildings; (3) Area measurements. All square-footage-based parking standards shall be computed on the basis of gross floor area of all floors in a nonresidential building. Up to 15 percent of the gross floor area may be excluded from the above calculation if the area is used for storage, loading, unloading, or for mechanical equipment; and (4) Vehicle fuel stations. Spaces at the pump at a vehicle fuel station may count toward the minimum parking space requirements. (5) When a calculation results in a percentage, any percentage of less than .5 percent shall be rounded down to the next lower whole number and any percentage of .5 percent or more shall be rounded up to the next higher whole number. (b) Occupancy-or capacity-based standards. (1) For the purpose of computing parking requirements based on employees, students, residents, or occupants, calculations shall be based on the typical, or average, number of persons working on a single shift or the typical enrollment, whichever is applicable. (2) In hospitals, bassinets shall not be counted as beds. (3) In the case of benches, pews, and similar seating accommodations, each 24 inches thereof shall be counted as one seat for the purpose of determining the parking requirements. If fixed seating is not provided, then each seven square feet of floor area shall be counted as one seat. (c) Unlisted uses. (1) Upon receiving an application for a use not specifically listed in the parking schedule below, the zoning administrator shall apply the parking standard specified for the listed use that is deemed most similar to the proposed use in regards to use, size, and intensity of use. (2) If the zoning administrator determines that there is no listed use similar to the proposed use, intensity, or size, they may refer to the estimates of parking demand based on recommendations of the American Planning Association (APA), the Urban Land Institute (ULI) and/or the Institute of Traffic Engineers (ITE). 147 CR225-464-620540.v5 (4) Rear property line. The face of the curb shall not be within 4 feet of the property line and the back of the curb shall not be within 3 foot of the property line. Subd. 11. Parking design standards. Required parking areas shall be designed, constructed, and maintained in compliance with the requirements of this subsection. (a) Access to parking area. Access to parking areas (i.e. driveways) shall be as provided as follows. Requirements for curb cuts and driveways approaches are provided in the Crystal city code, Chapter VIII. (1) One and two-family dwellings. Driveway width shall not exceed the width of the garage’s vehicle entrance plus six feet, except that properties without a garage or with only a single stall garage shall not have a driveway that exceeds 16 feet in width. (2) Access for uses other than one and two-family dwellings. (i) Parking areas shall provide suitable maneuvering area so that vehicles enter from and exit to a public street in a forward direction only. (ii) Parking lots shall be designed to prevent access at any point other than at designated access drives. (iii) A development that provides 20 or more parking spaces in a parking lot that is accessed from a collector or arterial street shall have access driveways that are not intersected by a parking aisle, parking space, or another access driveway for a minimum distance of 20 feet from the street right-of-way, to provide a queuing or stacking area for vehicles entering and exiting the parking area (See Figure 29). Figure 29: Non-impeded access driveway. (iv) A minimum unobstructed clearance height of 14 feet shall be maintained above areas accessible to vehicles within nonresidential developments. (3) To ensure proper location and configuration, a permit is required from the city manager or designee for work on driveways. For driveway plans that involve changes to an existing curb cut or construction of a new curb cut within the public right-of-way, a right of way permit application shall be approved in accordance with the Crystal city code, chapter VIII. (b) Parking space dimensions. 148 CR225-464-620540.v5 (1) Required dimensions. Each parking space and aisle shall comply with the minimum dimensions in Table 12 as illustrated in Figure 30. Table 12: Parking Space and Aisle Dimensions Angle of Parking (degrees) One-Way Maneuvering Aisle Width (Feet) “A” Two-Way Maneuvering Aisle Width (Feet) “A” Parking Stall Width (Feet) “B” Parking Stall Length (Feet) “C” Compact Size Low Turnover Full Size Compact Size Low Turnover Full Size 0 o – Parallel 12 20 8 8.5 9 18 22 22 30 o – 53o 14 20 8 8.5 9 16 20 20 54 o – 75 o 18 22 8 8.5 9 16 20 20 76 o – 90 o 22 24 8 8.5 9 16 18 18 Figure 30: Parking space and aisle requirements based on angle of parking. (2) Width increase. When the length of a parking space abuts a column, fence, wall, or other obstruction, the required width of the entire parking space shall be increased by at least one foot. (3) No overhang. The required length of a parking space shall not provide for a vehicle overhanging a landscaped area or walkway. (4) Use of compact vehicle spaces. This paragraph provides for the establishment of compact vehicle spaces as an alternative to full sized spaces. Such spaces shall comply with the following: (i) For parking lots with 50 or more spaces, a minimum of five percent of the total spaces shall be designed for compact vehicle spaces; 149 CR225-464-620540.v5 (ii) iA maximum of 20 percent of spaces in any single parking lot may be dedicated to compact parking spaces; (iii)(ii) Compact spaces shall be clearly labeled for “compact cars” and grouped together in one or more locations or at regular intervals so that only compact vehicles can easily maneuver into the space; (iv)(iii) Existing developments that wish to utilize this subsection to create additional parking spaces (e.g., either by adding land area to an existing parking lot or modifying an existing parking lot to gain more spaces) shall first apply for a zoning certificate or site plan review, whichever is applicable; and (v)(iv) The minimum off-street parking dimensions for compact vehicle spaces shall be as identified in Table 12. (5) Low turnover parking. This paragraph allows for the establishment of narrower parking spaces in locations where the typical user parks for more than two hours. Such spaces shall comply with the following: (i) The zoning administrator shall determine whether the proposed low turnover spaces are consistent with the stated purpose of this subsection; (ii) Existing developments that wish to utilize this subsection to create additional parking spaces (e.g., either by adding land area to an existing parking lot or modifying an existing parking lot to gain more spaces) shall first apply for a zoning certificate or site plan review, whichever is applicable; and (iii) The minimum off-street parking dimensions for low turnover parking spaces shall be as identified in Table 12. (c) Surfacing. (1) Within all zoning districts, parking lots and driveways shall be paved and permanently maintained with asphalt, concrete, or approved paving units. (2) Parking lots and driveways may be constructed with the use of other all-weather surfacing as determined to be appropriate by the city engineer, where it is first determined that a surface other than asphalt or concrete is consistent with the driveways of similar properties in the vicinity, and that the alternate surface will not impair accessibility for emergency vehicles. (3) The grade elevation of any parking area shall not exceed ten percent. (d) Striping and identification. (1) Parking spaces shall be clearly outlined with four-inch wide lines painted on the parking surface. (2) The striping shall be continuously maintained in a clear and visible manner in compliance with the approved plans. (3) The color of the striping shall be white or yellow, unless another color is required by state law (e.g., parking for the disabled). 150 CR225-464-620540.v5 (e) Grading and drainage. (1) All grading plans relating to the parking facilities shall be reviewed and approved by the city engineer before any work can commence. (2) All off-street parking facilities shall be properly graded and drained so as to dispose of all surface water accumulated within the area of the parking lot. (3) In no instance shall a storm drainage facility be designed to allow the flow of water into abutting property without an approved easement. (f) Curbing. The purpose of curbing is to minimize storm water runoff, protect building and parking lot edges, and increase the survivability of plants. The following standards are applicable to curbing: (1) Except for one or two-family dwellings, all parking areas or lots shall have cast-in-place concrete barrier curb and gutter around the perimeter of the entire parking lot. The curb shall be at least six inches wide and the gutter shall be at least 12 inches wide. This minimum standard is typically referred to as “B6-12” curb and gutter. (g) Sight distances. Adequate sight distances for vehicles and pedestrians shall be provided for parking lots. (h) Parking lot landscaping. Requirements for parking lot landscaping are provided in the Crystal city code, subsection 520.11. (i) Parking lot lighting. If exterior lighting is proposed in the parking plan, the lighting shall meet the requirements as provided in the Crystal city code, subsection 520.07. (j) Pedestrian connections. When feasible, the parking plan shall show pedestrian connections within the property and to existing or planned public sidewalk and trail connections, except that in the TC and TC-PD districts a minimum six foot wide pedestrian access shall be provided from the principal entrance to any off-street parking lot. (k) Deviation from standards requires a detailed study. No proposed parking layout which deviates from the standards identified in subdivision 11 of this subsection and which could create a safety hazard(s) shall be allowed unless the developer provides a detailed report or study prepared by a registered transportation or civil engineer who demonstrates that the parking layout is a viable alternative and is consistent with the purpose of this section. This alternative plan is subject to the approval of the city engineer. Subd. 12 Maintenance. All parking spaces, driveways, and striping shall be continually maintained in a clean and orderly manner and kept in good repair. Subd. 13. Loading space requirements. (a) Purpose. The purpose of these requirements is to provide design standards for loading spaces if such spaces are proposed by a property owner. (b) Prohibition. Loading spaces are prohibited in all residential zoning districts and the TC district. (c) General design standards. Loading spaces shall be designed, constructed, and maintained in accordance with the standards and requirements set forth below: 159 CR225-464-620540.v5 Section 525 Subdivision of land 525.01. Basic subdivision requirements. The city hereby adopts subdivision regulations, the authority of which is provided for in Minnesota Statutes, section 462.358. The city finds that regulation of the subdivision of real property in the city is necessary for the following purposes: (a) To insure the orderly, economic, and safe development of land in the city; (b) To insure the adequate and timely provision of urban services and facilities; and (c) To protect and promote the public health, safety, and welfare. Subd. 1. Subdivision approval. (a) Required. Subdivision approval, in compliance with the provisions of this section, shall occur as follows: (1) Lot consolidations as provided in the Crystal city code, subsection 510.23; (2) Subdivisions as provided in the Crystal city code, subsection 510.25; and (3) Those properties for which Minnesota condominium law, Minnesota Statutes, chapter 515 applies. Development or division of ownership under Minnesota condominium law, Minnesota Statutes chapter 515, but only if it includes a land division into two or more lots. (b) Exemption. Subdivision approval is not required for adjacent parcel land conveyances as provided in the Crystal city code, subsection 510.21. (c) Restrictions. (1) No lot, parcel, or tract created after the effective date of this UDC shall be issued a building permit unless the lot, parcel, or tract has been created in compliance with this UDC. (2) No building permits shall be issued for a habitable structure proposed to be located on an outlot. (3) Land will not be subdivided if the city council determines that the land is unsuitable for development because of flood hazard unless corrective measures consistent with those found in the Crystal city code, subsection 515.09 can be feasibly accomplished. (4) A proposed subdivision of land will not be considered by the city unless past due special assessments thereon have been paid in full or arrangements for their payment satisfactory to the city have been made. 525.03. Development agreement required. Subd. 1. Purpose. It is the purpose of this subsection to ensure that a subdivider follows the conditions of approval and properly installs the basic improvements required in a plat. Whenever a subdivision includes any public improvements or other conditions of approval, the subdivider shall enter into a development agreement with the city, setting forth the conditions under which the subdivision has been approved. Subd. 2. Required improvements. 166 CR225-464-620540.v5 Subd. 5. Street names. If applicable, street names shall be a continuation of the names of previously constructed streets. The city shall have final authority to designate street names in order to avoid confusion to the traveling public. Subd. 6. Easements. Easements shall be dedicated on the plat instrument for the required use. Subd. 7. Debris and waste. No cut trees, diseased trees, timber, debris, earth, rocks, stones, soil, junk, rubbish or other waste materials of any kind shall be buried in any land, or left or deposited on any lot or street at the time of the issuance of a certificate of occupancy, and removal of those items and materials shall be required prior to issuance of any certificate of occupancy in a subdivision. No items and materials as described in the preceding sentence shall be left or deposited in any area of the subdivision at the time of expiration of the development agreement or dedication of public improvements, whichever occurs sooner. Subd. 8. Open space and natural features. (a) Natural features (including significant trees, creeks, and similar features) shall be preserved and incorporated into proposed development to the greatest extent feasible. (b) Development on hillsides shall generally follow the natural terrain contour. Stepped building pads, larger lot sizes, and setbacks shall be used to preserve the general shape of natural land forms and to minimize grade differentials with adjacent streets and with adjoining properties. Subd. 9. Lot and block design. (i) Lot dimensions. (1) All lot dimensions shall comply with the standards of the applicable zoning district in this UDC. Depth and width of properties reserved or laid out for residential or commercial purposes shall be adequate to provide for the off-street parking and loading facilities that may be required for the type of use contemplated, as established in this UDC. (2) No subdivision shall be designed to leave unsubdivided islands, strips or parcels, or property unsuitable for subdividing, which is not either accepted by the city or other appropriate entity for public use, or maintained, as common area within the development. (ii) Lot arrangement. The lot arrangement shall be such that there will be no foreseeable difficulties, for reasons of topography or other conditions, in securing building permits to build on all lots in compliance with this UDC. In addition, all lots shall abut and have direct access to an improved public street, but improvements thereon may be accessed from an improved public street, an improved alley, or both. (iii) Street frontage required. Each proposed parcel lot shall have frontage on a public street and. The the frontage width shall be the lot width required by the applicable zoning district. This required lot frontage does not require direct street access if access is provided by an improved public alley. (iv) Side lot lines. Side lines of lots shall be substantially at right angles to street lines and substantially radial to curved street lines, unless an alternative layout will result in a better street or lot plan. (v) Corner lots. Corner lots shall be of sufficient width and depth to comply with the required minimum building setback from both streets, as established in this UDC. 167 CR225-464-620540.v5 (vi) Through lots. (1) No parcel shall have streets abutting both the front and rear lot lines, except when necessary because of topographical or other physical conditions or where access from one of the roads is prohibited. An alley is not considered a street for the purposes of this UDC. (2) Vehicular access onto a through lot shall generally be from the public street with the lowest existing and projected traffic volumes, but with each proposed building designed so that its primary façade faces the higher volume street. Authorization may be given by the city for alternative access locations where appropriate because of localized traffic conditions, and/or nearby residential areas that would be adversely affected by increased traffic. (vii) Lots abutting water. Lots abutting a water body, wetland, drainage way, channel, stream or pond shall be of sufficient width and depth and at the elevation needed to assure that building sites are not subject to flooding. The platting of lots within the floodplain is subject to the requirements in the Crystal city code, subsection 515.09. (viii) Blocks. (1) A block shall normally be so designed as to provide two tiers of lots, unless it adjoins a railroad, arterial or collector street, lake, wetland, park, stream, or other natural feature, where it may have a single tier of lots. (2) Block length and width shall be sufficient to accommodate the size of lots required by this UDC and to provide for convenient access, circulation control and safety of street traffic. Subd. 10. Streets. (a) Street dedications. A street that is not constructed to city standards will not be accepted by the city for dedication as a public street. Requirements for street pavement and right-of-way widths are located in the Crystal city code, chapter VIII. (b) Topography and arrangement (1) The arrangement, width, and location of all streets shall be considered in relation to existing and planned streets, shall provide for reasonable traffic circulation and traffic calming, and shall be appropriately located in relation to topography, run-off of surface water, convenience and safety, and proposed uses of the land to be served. Wherever possible, the arrangement of streets in new subdivisions shall provide for the continuation of existing and planned streets within and outside the proposed plat. Where adjoining lands are not subdivided, the arrangement of streets shall make provision for the proper projection of streets into adjoining lands by carrying the streets to the boundaries of the plat. The arrangement of streets shall not cause hardship to owners of adjoining property in platting their own land and providing convenient access to it. (2) In commercial and industrial developments, the streets and other access ways shall be planned in connection with the location of buildings, rail facilities, truck loading and maneuvering areas, and sidewalks and parking areas so as to minimize conflict of movement between the various types of traffic, including pedestrian traffic. (c) Grading and improvement plan. The full width of the street right-of-way shall be graded and improved in conformance with the city’s engineering standard specifications and the construction plans submitted as part of the final plat application. 168 CR225-464-620540.v5 (d) Roadway and access offsets. Roadways or other access points entering upon opposite sides of any given roadway shall have their centerlines located directly opposite each other or the centerlines located shall be offset at least 150 feet for local residential streets, and at least 200 feet for all other roadways. Driveways on local streets accessing one or two family residential dwellings are exempt from this requirement. (e) Signs, traffic signs and signals, and street lights. (1) Street signs of standard design approved by the city shall be installed at each street intersection or at such other locations within the subdivision as designated by the city engineer, in accordance with the Minnesota Manual on Uniform Traffic Control Devices (“MMUTCD”). (2) Traffic control signs pursuant to Minnesota Statutes, section 169.06, where applicable, shall be installed at locations within the subdivision as designated by the city engineer. (3) Turn lanes and traffic signals shall be installed at the expense of the subdivider when required as a result of the proposed subdivision. (4) Street lights shall be installed at all intersections and at other locations, as required by the city engineer. All street lights within new subdivisions shall be on street light poles meeting the standards of the city and shall be equipped with underground electrical service, and shall conform to city lighting standards. The developer shall pay to the city the energy cost for the first two years of operation, or until the dwellings on all lots within the subdivision have been completed, whichever time period is less. (f) Sidewalks and trails. If required, sidewalks and trails shall be installed at the time a street is constructed. Sidewalks shall meet the width requirements in the Crystal city code, chapter VIII and this UDC. (g) Stub streets and cul-de-sac streets (permanent and temporary). (1) Stub streets shall be installed to permit future street extensions into adjoining tracts, where appropriate. Signage may be provided indicating a future street connection. Stub streets shall not exceed 150 feet in length. Where required by the city engineer a temporary connection to another street, or a temporary turnaround, shall be provided by the subdivider. (2) The closed end of the cul-de-sac shall have a pavement width of 70 feet in diameter and the overall length of the road shall not exceed 500 feet in length as measured from the centerline of the nearest intersection to the closed end of the cul-de-sac. (3) In those instances where a street is terminated pending future extension in conjunction with future platting and its terminus is located 150 feet or more from the nearest intersection, a temporary cul-de-sac with a pavement width of 70 feet in diameter shall be provided at the closed end. Any portion of a temporary cul-de-sac not located within the street right-of-way shall be placed in a temporary roadway easement extending at least ten feet beyond the curb line of the temporary cul-de-sac in all directions. (h) Alleys. When a new alley is proposed to be established as part of a subdivision application, the Alleys alley may shall be established in the city under meet the following conditions requirements: 169 CR225-464-620540.v5 (1) The alleys are publicly owned and maintained; (2) The alleys shall be made of concrete.; (3) No home shall be oriented to face the alley; and (4) Alleys are permitted as a secondary access when the lots front on an arterial or collector street. (i) Private streets. Private streets are prohibited. (j) Street design standards. In order to provide for streets of suitable location, width, and general improvement to accommodate prospective traffic and afford satisfactory access to police, firefighting, snow removal, sanitation and road maintenance equipment, and to coordinate roads so as to compose a convenient system and avoid undue hardships to adjoining properties, all streets shall be subject to the standards of this subsection. Street types shall be established in the comprehensive plan. (1) Street Surfacing and improvements. After the subdivider has installed sewer and water, the subdivider shall construct poured-in-place concrete sidewalks, curbs and gutters and shall surface streets to the width prescribed in this section. The designer is encouraged to include techniques that will direct surface water drainage to off-street areas. Types of pavement shall be as prescribed in the city’s engineering standard specifications. Adequate provision shall be made for culverts and drains. The portion of the right-of-way outside the area surfaced shall be sodded or planted with other acceptable materials as approved by the city engineer. All road pavement, shoulders, drainage improvements and structures, curbs, turnarounds and sidewalks shall conform to all construction standards and specifications in the city’s engineering standard specifications and shall be incorporated into the construction plans required to be submitted by the subdivider for final plat approval. (2) Grading. (i) Streets shall be graded with at least 0.5 percent slope from the centerline to the curb to maintain drainage. (ii) Arterial and collector streets shall have a maximum running grade of five percent. (iii) All other streets shall have a maximum running slope of seven percent, or as determined by the city engineer. (3) Street intersection, tangent, deflection and other design standards. (i) Street Intersections shall intersect at right angles and in no instance shall the angle formed by the intersection be less than 60 degrees. Street intersections having more than four corners shall be prohibited and the curb line at street intersections shall have a radius not less than 15 feet. (ii) Street tangents of at least 150 feet shall be designed between reverse curbs on collector streets and 100 feet on all local streets. (iii) When connecting street lines deflect from each other at a point of more than 10 degrees, they shall be connected by a curve with a radius adequate to insure a site distance of no less than 500 feet for arterials, 300 feet for collectors, and 100 feet for local streets. 173 CR225-464-620540.v5 Section 530 Signage 530.01. Findings, purpose and effect. Subd. 1. Findings. The city council hereby finds as follows: (a) Exterior signs have a substantial impact on the character and quality of the environment; (b) Signs provide an important medium through which individuals may convey a variety of messages; and (c) Signs can create traffic hazards, aesthetic concerns and detriments to property values, thereby threatening the public health, safety and welfare. Subd. 2. Purpose and intent. It is not the purpose or intent of this section to regulate the message displayed on any sign; nor is it the purpose or intent of this section to regulate any building design or any display not defined as a sign, or any sign which cannot be viewed from outside a building. The purpose and intent of this section is to: (a) Regulate the number, location, size, type, illumination and other physical characteristics of signs within the city in order to promote the public health, safety and welfare; (b) Maintain, enhance and improve the aesthetic environment of the city by preventing visual clutter that is harmful to the appearance of the community; (c) Improve the visual appearance of the city while providing for effective means of communication, consistent with constitutional guarantees and the city’s goals of public safety and aesthetics; and (d) Provide for fair and consistent enforcement of the sign regulations set forth in this section. 530.03. General sign requirements. Subd. 1. Permit required. Unless exempted under subdivision 2 of this subsection, no sign shall be erected, altered, reconstructed, maintained, or moved in the city without first securing a permit from the city. The content of the sign shall not be reviewed or considered in determining whether to approve or deny a sign permit. Application for a permit shall be on a form provided by the city. Subd. 2. Exemptions. The following signs shall not require a permit. These exemptions, however, shall not be construed as relieving the owner of the sign from the responsibility of its erection and maintenance, and its compliance with the provisions of this UDC or any other law or ordinance regulating the same. (a) The changing of the display surface on a painted or printed sign only. This exemption, however, shall apply only to poster replacement and/or on-site changes involving sign painting elsewhere than directly on a building. (b) Small signs. (c) Governmental signs. (d) Menu boards for drive-through restaurants or eating establishments. 179 CR225-464-620540.v5 Table: 15: Freestanding or Pylon Signs Sign Type Number Allowed Maximum Height Area Minimum Street Frontage Setback From Lot Line Setback From Right-of- Way Freestanding or pylon sign 1 [1] 25 feet 1 square foot of sign per linear foot of frontage [2] 50 feet 10 feet, and 50 feet from residential district, park, school, library, church or similar land use [3] 10 feet Notes: 1. A property abutting more than one street may have one additional freestanding sign on one of the additional street rights-of-way provided that such right-of-way is on an arterial or collector street and such sign is more than 50 feet distant from any other freestanding sign on the property. 2. The area of a sign may not exceed the following square footages based on the street the sign abuts: 1. Principal arterial - 200 square feet 2. Minor arterial or major collector – 150 square feet 3. Minor collector – 100 square feet 4. Local – 50 square feet 3. All parts of a freestanding sign (supports, structure, display, or trim) shall meet this setback requirement. Subd. 4. Monument signs. Monument signs are subject to the following standards: (a) In the residential districts, monuments signs are only allowed for multiple family dwellings or institutional or commercial uses; (b) Monument signs shall meet the requirements in Table 16; and (c) Except in the TC district, an electronically controlled reader board is allowed as part of a monument sign. Table: 16: Monument Signs Sign Type Number Allowed Maximum Height Area Setback From Any Property Line Setback From Right-of- Way Monument 1 [1] 6 feet in R-1, R-2, R-3 and TC; 25 feet in C, I and AP Maximum 75 square feet in R-1, R-2, R-3 and TC; same area requirements as 10 feet 10 feet 180 CR225-464-620540.v5 Table: 16: Monument Signs Sign Type Number Allowed Maximum Height Area Setback From Any Property Line Setback From Right-of- Way Freestanding signs in C, I, and AP Note: 1. A property abutting more than one street may have one additional monument sign on one of the additional street rights-of-way provided that such right-of-way is on an arterial or major collector street. Subd. 5. Projecting signs. Projecting signs are subject to the following standards: (a) Projecting signs shall meet the requirements in Table 17; and Table: 17: Projecting Signs Sign Type Number Allowed Maximum Height Area Setback From Any Property Line Setback From Right-of- Way Projecting Maximum of 2 wall or projecting signs per wall [1] Minimum 10 feet clearance above grade and may not be higher than roofline Up to 10% of the wall area to which it is affixed when combined with wall signs 10 feet, but sign may be equidistant between the side property lines if the property is less than 20 feet in width 10 feet Note: 1. A property abutting more than one street may have one additional projecting sign on one of the additional street rights-of-way provided that such right-of-way is on an arterial or collector street and such sign is more than 50 feet distant from any other projecting sign on the property. (b) Buildings exceeding 80,000 square feet in size on lots of over 20,000 square feet are permitted to have wall/projecting signage of up to 250 square feet. Subd. 6. Multi-tenant. The following provisions shall apply to multi-tenant buildings within the commercial and industrial districts. (a) Wall signs. Each tenant in a multi-tenant building may have a flat wall sign in compliance with the wall sign requirements in Table 18. In addition, the multi-tenant building may have wall signage on common walls of the building as long as no more than ten percent of that wall is occupied by signage.