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PC Staff Report 23-04CITY OF CHANHASSEN PC DATE: March 21, 2023 CC DATE: April 10, 2023 REVIEW DEADLINE: April 18, 2023 CASE #: 2023-04 BY: RG, MJ, DN, JS, ET SUMMARY OF REQUEST: Consider a request for a Rezoning-Planned Unit Development (PUD) Amendment and Site Plan Review for an approximately 12,600 square foot, one-story commercial building with a drive-through for a coffee shop. This site plan will supersede and replace the site plan from 2006 for this lot. LOCATION:680 SW Village Drive (Lot 2, Block 1, Southwest Village) APPLICANT:OWNER: Solomon Real Estate Group Southwest Metro Transit Commission 24443 Cedar Lake Drive 14405 West 62nd Street New Prague, MN 56071 Eden Prairie, MN 55346 (612) 239-4672 (952) 974-3111 PRESENT ZONING:Planned Unit Development (Southwest Village) 2040 LAND USE PLAN:Mixed Use ACREAGE:0.94 acres DENSITY:F.A.R. 0.3 PROPOSED MOTION: “The Chanhassen Planning Commission recommends approval of the Southwest Village Planned Unit Development – Mixed Use/Transit Oriented Development, PUD, amendment ordinance and site plan approval for a 12,600 square foot, one-story commercial building with a drive-through coffee shop as shown in plans dated 02/17/2023, subject to the conditions of approval, And Adopts the Findings of Fact and Recommendation.” 33 Page 2 of 22 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The city has a relatively high level of discretion in approving amendments to PUDs because the city is acting in its legislative or policy-making capacity. A PUD amendment must be consistent with the city’s Comprehensive Plan. The city’s discretion in approving or denying a Site Plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the city must then approve the site plan. This is a quasi-judicial decision. Notice of this public hearing has been mailed to all property owners within 500 feet. PROPOSAL/SUMMARY The applicant is requesting: 1. An amendment to the Southwest Village Planned Unit Development standards to permit a coffee shop with drive-through, revise the retail building permitted square feet, and revise the sign standards for the project; and 2. Site plan approval for a 12,600 square foot, one-story, multi-tenant commercial building with a coffee shop with a drive-through pickup window. APPLICABLE REGULATIONS Chapter 20, Article II, Division 6, Site Plan Review Chapter 20, Article IV, Section 20-292, Drive-Through Facilities Chapter 20, Article VIII, Planned Unit Development Standards Chapter 20, Article XXIII, Division 7, Design Standards for Commercial, Industrial and Office- Institutional Developments Southwest Village PUD standards BACKGROUND On June 11, 2007, the Chanhassen City Council granted final plat approval of Planning Case #06- 18 for SOUTHWEST VILLAGE for two lots and three outlots, as shown on the plans stamped ‘Received May 11, 2007’. On June 12, 2006, City Council approved the site plan for two 8,500 square-foot retail buildings for Planning Case 06-18 for Lot 2, Block 1, SouthWest Village as shown in plans dated received April 13, 2006. On June 12, 2006, the Chanhassen City Council approved a Planned Unit Development 34 Page 3 of 22 Amendment to the existing standards, a Variance to allow reduced setbacks from collector roads, Preliminary Plat to subdivide 10.01 acres into 35 lots and 3 Outlots –SOUTHWEST VILLAGE, and Site Plan Review for the construction of two multi-tenant commercial buildings, a parking ramp, 1 six-plex, 3 five-plex, and 3 four-plex townhomes, Planning Case 06- 18. On September 9, 2013, the Chanhassen City Council approved the final plat for SOUTHWEST VILLAGE 2ND ADDITION and approved the site plan for SouthWest Village Townhomes. SITE CONSTRAINTS Bluff Creek corridor This parcel is not encumbered by the Bluff Creek Overlay District. The City of Chanhassen established the Bluff Creek Overlay District by ordinance in 1998 to protect the Bluff Creek Corridor, wetlands, bluffs and significant stands of mature trees through the use of careful site design and other low-impact practices. Bluff Protection There are no bluffs on the property. Shoreland Management The property is not located within a shoreland protection district. Floodplain Overlay This property is not within a federally designated floodplain. Wetland Protection There is not a wetland located in the development site. REZONING ANALYSIS The applicant is requesting an amendment to the Planned Unit Development to permit the construction of a 12,600 square foot building with a coffee shop with a drive-through pickup window. Additionally, they need to amend the sign standards to allow signage on the southern building elevation as well as expanding the project monument sign to permit tenant signage and, potentially, the northern building elevation. Section 20-501. Intent 35 Page 4 of 22 Planned unit developments offer enhanced flexibility to develop a site through the relaxation of most normal zoning district standards. The use of the PUD in this instance is to permit the mixed-use development. In exchange for this enhanced flexibility, the city has the expectation that the development plan will result in a significantly higher quality and more sensitive proposal than would have been the case with the other more standard zoning districts. The proposed development provides a compatible development with the surrounding development subject to the recommended modifications to the plan. DEVELOPMENT DESIGN STANDARDS The applicant is proposing changes to the design standards to permit the construction of a 12,600 square foot commercial building with a coffee shop and drive-through. Additionally, the neighborhood scale commercial building is being revised from 8,500 square feet to 12,600 square feet. (section b. Permitted Uses) To facilitate the coffee shop, the prohibition of the Menu Board must be deleted. (section i. signs, 7. Prohibited) to allow for the menu/ordering board station in the drive-through. The applicant would also like to add signage above the coffee shop pickup window. Staff does not believe that this signage is necessary to provide reasonable opportunity for identifying the use of the building. Should the Planning Commission decide that this signage is reasonable and necessary, then the following language my be added to the design standards: section i. 3. d. Signs along the sides of the retail buildings are prohibited unless the actual entrance into a tenant’s space is located at the side of the building or such signage is located over a pickup window. Finally, the applicant is proposing adding tenant signage over the development entrance sign. Such signage is in violation of section i. 2. and i. 7. of development standards. Staff does not believe that this signage is necessary to provide reasonable opportunity for identifying the businesses within the building since signage is provided on the street frontage and entrances to the building. Staff is proposing the following development standards govern the development of the property. 36 Page 5 of 22 (Proposed amendments are shown in strike-through and bold format:) SOUTHWEST VILLAGE PUD DEVELOPMENT DESIGN STANDARDS b.Permitted Uses The permitted uses in this zone should be limited to appropriate commercial and service uses consistent with meeting the daily needs of the neighborhood and the transit facility users. The uses shall be limited to those as defined herein. If there is a question as to whether or not a use meets the definition, the Community Development Director shall make that interpretation. The type of uses to be provided on these lots shall be low intensity neighborhood oriented retail and service establishments to meet daily needs of residents. Commercial and transit uses shall be limited to the area located north of the access point off of Highway 101. Residential uses shall be located south of the Highway 101 access. Coffee shop not to exceed 2,000 square feet with a drive-though is permitted subject to compliance with Section 20-292 of the Chanhassen City Code. A coffee shop is an establishment that primarily serves coffee of various types and may serve cold drinks, such as iced coffee and iced tea, as well as other non-caffeinated beverages. Small to medium sized restaurant-not to exceed 8,000 square feet per building (no drive-thru windows). Office. Day care. Neighborhood scale commercial up to 8,500 12,600 square feet per building footprint. Convenience store without gas pumps. Specialty retail (book store jewelry, Sporting Goods sale/rental, Retail Sales, Retail Shops, Apparel Sales, etc.). Personal services (an establishment or place of business primarily engaged in providing individual services generally related to personal needs, such as a tailor shop, Shoe Repair, Self-service Laundry, Laundry Pick-up Station, Dry Cleaning, dance studios, etc). Park-and-Ride not to exceed 800 spaces. Residential High Density (8-16 units per acre). c.Prohibited Ancillary Uses Drive thru Windows Outdoor storage and display of merchandise i.Signage 37 Page 6 of 22 The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment and the business’s ability to attract sources of economic development and growth, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: 1)Establish standards which permit businesses a reasonable and equitable opportunity to advertise their name and service; 2)Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; 3)Ensure that signs do not create safety hazards; 4)Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; 5)Preserve and protect property values; 6)Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; 7)Limit temporary commercial signs and advertising displays which provide an opportunity for grand opening and occasional sales events while restricting signs which create continuous visual clutter and hazards at public right-of-way intersections. 1.Project Identification Sign: Two project identification signs shall be permitted for the development at the entrance off of Highway 101. The total area of both Project identification signs shall not exceed 80 square feet in sign display area nor be greater than eight feet in height. The sign shall be setback a minimum of 10 feet from the property line. 2.Monument Sign: One monument sign shall be permitted at the entrance to the development off of Lyman Boulevard. This sign shall not exceed 24 square feet in sign display area nor be greater than five feet in height. The sign shall be setback a minimum of 10 feet from the property line. 3.Wall Signs: a.The location of letters and logos shall be restricted to the approved building sign bands, the tops of which shall not extend greater than 20 feet above the ground. The letters and logos shall be restricted to a 38 Page 7 of 22 maximum of 30 inches in height. All individual letters and logos comprising each sign shall be constructed of wood, metal, or translucent facing. b.Illuminated signs that can be viewed from neighborhoods outside the PUD site are prohibited. c.Tenant signage shall consist of store identification only. Copy is restricted to the tenant’s proper name and major product or service offered. Corporate logos, emblems and similar identifying devices are permitted provided they are confined within the signage band and do not occupy more than 15% of the sign area unless the logo is the sign. d. Signs along the sides of the retail buildings are prohibited unless the actual entrance into a tenant’s space is located at the side of the building. e. Wall-mounted signs along Highway 101 shall be limited to either above the storefront windows when a shared entry configuration exists, and for an unshared configuration, the signage shall be located above the entry or above the tenant’s specific storefront windows, but not both. f. On the east elevation, signage shall be permitted above the storefront only as well as small-scale pedestrian level decorative signage, perpendicular to the wall (projecting signs). The size of the sign shall not exceed 9 square feet. g. A “SW” logo on the elevator shaft of the parking ramp building shall be permitted. The size of the logo shall not exceed a 4-foot diameter along the north elevation. This logo may be back lit. h. A “SouthWest Transit” with a “SW” logo not to exceed a 4-foot diameter along the west elevation shall be permitted. This sign may be back lit. i. A “SouthWest Transit” sign with letters 36 inches high shall be permitted along the south elevation. This sign may not be illuminated. 4.Festive Flags/Banners a.Flags and banners shall be permitted on approved standards attached to the building facade and on standards attached to pedestrian area lighting. 39 Page 8 of 22 b.Flags and banners shall be constructed of fabric or vinyl. c.Banners shall not contain advertising for individual users, businesses, services, or products. d.Flags and banners shall project from buildings a maximum of two feet. e.Flags and banners shall have a maximum area of 10 square feet. f.Flags and banners which are torn or excessively worn shall be removed at the request of the city. 5.Building Directory a.In multi-tenant buildings, one building directory sign may be permitted. The directory sign shall not exceed eight square feet. 6.Directional Signs a. On-premises signs shall not be larger than four (4) square feet. The maximum height of the sign shall not exceed five (5) feet from the ground. The placement of directional signs on the property shall be so located such that the sign does not adversely affect adjacent properties (including site lines or confusion of adjoining ingress or egress) or the general appearance of the site from public rights-of-way. No more than four (4) signs shall be allowed per lot. The city council may allow additional signs in situations where access is confusing or traffic safety could be jeopardized. b. Off-premises signs shall be allowed only in situations where access is confusing and traffic safety could be jeopardized or traffic could be inappropriately routed through residential streets. The size of the sign shall be no larger than what is needed to effectively view the sign from the roadway and shall be approved by the city council. c. Bench signs are prohibited except at transit stops as authorized by the local transit authority. d. Signs and Graphics. Wherever possible, traffic control, directional and other public signs should be consolidated and grouped with other street fixtures and furnishings to reduce visual clutter and to facilitate vehicular and pedestrian movement. A system of directional signs 40 Page 9 of 22 should also be established to direct traffic within the commercial area and away from residential areas. 7.Prohibited Signs: Individual lots are not permitted low profile ground business sign. Pylon signs are prohibited. Back lit awnings are prohibited. Window Signs are prohibited except for company logo/symbol and not the name. Such logo shall not exceed 10% of a window area Menu Signs are prohibited. 8.Sign Design and permit requirements: a.The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b.All signs require a separate sign permit. c.Wall business signs shall comply with the city’s sign ordinance for the Neighborhood business district for determination of maximum sign area. Wall signs may be permitted on the “street” front and primary parking lot front of each building. The proposed amendments to the PUD ordinance assist in the furtherance of the following goals of the City of Chanhassen Comprehensive Plan: Development will be encouraged within the MUSA line. The city will seek opportunities to provide transitions between different uses of different types. Development should be phased in accordance with the ability of the city to provide services. Consistent with the mixed use land use designation. SITE PLAN REVIEW The applicant is requesting approval of a 12,600 square foot, one-story commercial building with a drive-through for a coffee shop. 41 Page 10 of 22 ARCHITECTURAL COMPLIANCE Size portion Placement Entries: The building has pronounced entrances with pearl white borders, the use of onyx cement boards and black steel canopies. Articulation: The building incorporates multiple details and has been very tastefully designed. The architectural style is unique to the building, but will fit in with the surrounding area through the incorporation of brick and block as well as the arched canopies. The building will provide a variation in style through the use of brick veneer, block veneer, glass and metal canopies. The incorporation of the aluminum canopy around the building provides aesthetic detailing to the elevations. The buildings utilize exterior materials that are durable and of high quality. Samples of the materials will be made available at the meeting. 42 Page 11 of 22 Signs: All signage must meet the sign criteria in the Planned Unit Development Design Standards for Southwest Village. The applicant is proposing that signage be permitted on the south elevation. Since this is not a business entrance nor is it on street frontage, signage is not permitted. Staff does not support an amendment to the design standards that would permit this signage. Material and detail High quality materials are incorporated in the building including brick, fiber cement wall panels, concrete masonry veneer, metal panels, storefront system, aluminum window systems, aluminum curtain wall, glass, metal coping, steel arches, metal canopies and fabric awnings. Color The colors chosen for the buildings include sandy-brown (Saint Simon Blend 20-01), onyx, dark brown and burgundy (Blackened Ash), Market Pearl White, black and deep black. The selection is unique and creates color contrasts and a vibrant and stunning addition to Southwest Village. 43 Page 12 of 22 Height and Roof Design The building height is 24 feet 6 inches to the top of the primary parapet. The main entrance and north and south elevations’ parapets are 27 feet with the coffee shop and north entrance at 24 feet. Mechanical equipment shall be screened. No wooded fences on the roof. Facade transparency Over 50 percent of the first floor elevation that is viewed by the public includes transparent windows and or doors. All other areas include landscaping material and architectural detailing and articulation. Site Furnishing Community features shall include landscaping, lighting, chairs, tables, and bike racks. The applicant shall investigate the installation of electric vehicle charging stations. At a minimum, the site shall be electric vehicle charging station capable including the installation of appropriate circuit boxes and conduits. Loading areas, refuse area, etc. A trash enclosure is proposed south of the building to the south of the drive-through aisle. The enclosure shall incorporate the concrete masonry unit (CMU) block and brick veneer of the building. Lot Frontage and Parking location Parking for the site is provided as part of the transit facility including adjacent to the building and within the first floor of the parking ramp. This parking is granted through the development covenants. ACCESS Vehicular access to the proposed development located is had via the private street known as Southwest Village Drive. Southwest Village Drive is serviced by CSAH 101 (Great Plains Blvd), a Carver County arterial to the west, and Lyman Boulevard, a city collector to the south. Southwest Village Drive is a private street approved with the 2007 Southwest Village plat and in accordance with the 2004 Southwest Metro Transit Planned Unit Development (PUD). A traffic study conducted by Benshoof & Associates, Inc. was provided with the 2004 PUD to determine the impacts of the development on the surrounding roadways, which included trip generation projections based on the anticipated uses of the PUD. The 2004 traffic study concluded that the traffic generation from the PUD would be within the capabilities of the surrounding roadways servicing the property. However, the study’s trip generation analysis anticipated the uses associated with development’s site, 680 Southwest Village Drive, to be 8,000 square feet of daycare and 8,000 square feet of convenience retail. The applicant is proposing different uses 44 Page 13 of 22 with the development; the construction of 1,950 square feet of coffee shop and 10,850 square feet of coworking/subscription retail space. To address the discrepancy in uses projected in the 2004 traffic study and the current proposal, the applicant provided an updated trip generation memo produced by Edward Terhaar with Stantec addressing the change in trip generation information. The updated commercial uses proposed by the applicant compared to the previous trip generation estimates show a net reduction in traffic volumes, and as such the conclusion from the 2004 study are still valid. It is important to note that the original 2004 study did include traffic volumes based on a larger build-out of each approved use within the PUD than what was actually constructed, e.g. the 2004 traffic study estimated 48 dwelling units while the actual build-out was 38 dwelling units. This also contributed to the lower overall traffic volumes the site is generating. The development is proposing a drive through associated with the coffee shop. The design accommodates the stacking of 14 vehicles, or approximately 270 feet. Sec. 20-292 of City Ordinance requires coffee shops supply at a minimum 13 vehicles, or 260 feet of stacking length. Additionally, the drive through design accommodates stacking as to not interfere with vehicular circulation in the parking lot, nor encroachment into any required drive aisles. The traffic memo provided by the applicant states “Information from the coffee shop operator indicates the maximum vehicle (stacking) is estimated at 10 vehicles from 6:30 to 7:30 a.m. with an average order time of three minutes”. As such, the drive through meets the requirements of Sec. 20-292. However, staff recommends that the applicant review with their design team the configuration of the drive through as snow storage and maintenance along with turning movements for larger vehicles may be difficult to manage. Pedestrian access improvements are being proposed throughout the site by the applicant which tie into the surrounding sidewalk network within the PUD and the trail network in the adjacent right-of-way. The applicant will be required to enter into the necessary encroachment and maintenance agreements for where private sidewalks encroach in public easements as well any permits or agreements with Carver County for where private sidewalks encroach within their right-of-way (CSAH 101). Carver County did provide development review comments on March 9, 2023; all comments and/or conditions associated with Carver County’s review must be adhered to by the applicant. It should be noted that a Carver County right-of-way permit will be required with this project. EASEMENTS The property proposed for development at 680 Southwest Village Drive was platted in 2007 (Block 1 Lot 2 of Southwest Village). At that time typical public drainage and utility easements were provided with the platting of the subdivision. No additional public easements are required with the site plan approval. However, as mentioned previously under “Access” of this report, the applicant will be required to enter into encroachment and maintenance agreements for any private improvements located within public easements. From the plans provided, this would include an existing monument sign at the southwest corner of the site as well as proposed sidewalks on the north, east, and south sides of the site. Additionally, a maintenance agreement in a form acceptable to the Fire Department must be provided for the proposed emergency vehicle access located near the northeast corner of the site within Outlot A of Southwest Village. 45 Page 14 of 22 Private cross access easement and declarations for parking and access have already been recorded to benefit the development in October of 2019 (Doc. No. A586005). This would include 50 reserved parking spaces for the site on the lower level of the adjacent parking ramp, use of the private street for ingress/egress, etc. GRADING & DRAINAGE The existing undeveloped lot of the Southwest Village is relatively flat with a slight slope from east to west where it drains to the State Trunk Highway 101 (TH101) right of way. Minimal grading is required of the site. There is no existing impervious on the undeveloped lot. The Southwest Village development was designed for the future building to discharge to storm sewer in the parking lot east of the undeveloped lot where it then is routed to storm sewer in Great Plains Boulevard and ultimately to a MnDOT owned pond. In the proposed condition, drainage from the drive-thru roadway and building will be collected and routed to an underground chamber and cistern for storage. The outlet of the underground chamber is proposed to connect into the existing storm sewer in the parking lot to the east. A Contech Jellyfish Filter is proposed to be constructed on the existing storm sewer downstream of the new connection in order to provide additional water quality treatment prior to discharge into the Great Plains Boulevard System. Runoff from pervious areas around the building will either be graded to drain to the underground chamber system or will continue to drain directly to the TH101 right of way. All onsite storm sewer and best management practices (BMPs) will be privately owned and maintained. EROSION CONTROL The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). All erosion control shall be installed and inspected by city staff prior to initiation of site grading activities. A stormwater pollution prevention plan (SWPPP) was not 46 Page 15 of 22 included in the submitted plan set but will be required to outline the erosion control and sediment prevention plan for the site. The SWPPP is a required element of site plans with over 5,000 square feet of disturbance. STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required storm water management development standards. Section 19-141 states that “these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features.” These standards include abstraction of runoff and water quality treatment resulting in the removal of 90% total suspended solids (TSS) and 60% total phosphorous (TP). The proposed project is located within the Riley Purgatory Bluff Creek (RPBCWD) and is therefore subject to the watershed’s rules and regulations. A Stormwater Management Report dated February 17, 2023 was submitted by the applicant to the city and provided to the watershed district concurrently as part of the final plat review. Comments provided by the RPBCWD must be addressed and a permit from RPBCWD is required prior to construction. The site is within RPBCWD and is required to meet all applicable watershed rules which includes volume abstraction of 1.1 inches of runoff from all new or fully reconstructed impervious areas. Soil borings were submitted dated February 10, 2023, which included four soil borings onsite that showed clayey sand throughout the lot. Based on the clayey sands present onsite, the applicant noted this is a restricted site and that the full volume abstraction could not be provided onsite due to the unsuitable soils. The applicant proposes going through sequencing and providing 0.55 inches of runoff from all new and fully reconstructed impervious areas, in line with the RPBCWD rules and meeting water quality requirements onsite. The required volume abstraction onsite is 0.55 inches of runoff from the 0.58 acres of regulated impervious totaling 1,157 cubic feet. The applicant is meeting the volume abstraction requirement through use of an underground cistern and water reuse system, and minimal infiltration at the bottom of the underground chamber system. The underground cistern and water reuse system provide 933 cubic feet of volume abstraction based on the storage of the underground cistern. An additional 320 cubic feet of volume abstraction is provided in the 40% void space of the bottom 0.2 feet of the underground chamber system, below the outlet pipe. This infiltration area is shown to draw down within 48 hours assuming an infiltration rate of 0.06 inches per hour based on the geotechnical report. Between these two BMPs, 1,253 cubic feet of volume abstraction are provided. Additional information on the water reuse and irrigation system is requested in order to confirm there is enough runoff to supply the water intended to be used for reuse. Assuming that the 0.5 acres of greenspace of the site intended to be irrigated is irrigated 0.5" per week, it appears the entire cistern volume is needed (933 cf) to supply one week's worth of irrigation volume (966 cf). This makes the system heavily reliant on a consistent rainfall to be used. Minimal impact design standards (MIDS) modeling was provided and reviewed to confirm the site is providing the required 90% TSS and 60% TP removal requirements. The site is currently shown to meet the required water quality requirements through use of the water reuse system, underground chamber and Jellyfish Filter, however, there were multiple inconsistencies in the modeling between MIDS and HydroCAD. These inconsistencies should be resolved, and the 47 Page 16 of 22 water quality requirements should be confirmed to still be met once the modeling has been updated. Electronic copies of the P8 model used to populate the MIDS inputs must be provided for review with future submittals. The Stormwater Management Report and supporting Hydrologic and Hydraulic HydroCAD models were reviewed. The HydroCAD modeling shows the site is meeting rate control to each of the discharge points for the 2-, 10-, and 100-year storm events. The applicant shall provide final versions of all modeling (HydroCAD, MIDS and P8) and SWMP report to address remaining minor comments and confirm rate, volume and water quality requirements are still being met as part of the final site plan approval. As outlined in the city’s Surface Water Management Plan adopted in December 2018, the city requires at least 3 feet of freeboard between a building elevation and adjacent ponding features. Based on the HydroCAD modeling results all proposed buildings are meeting freeboard requirements with respect to the proposed BMPs. The proposed BMPs are to be privately owned and therefore will require an Operations and Maintenance (O&M) Agreement and associated plan. The plan will need to identify the maintenance schedule, responsible party, and should include information on how the system will be cleaned out including the underground infiltration chambers proposed in the construction plans. The proposed BMPs are located outside of drainage and utility easement. UTILITIES The site has access to sanitary sewer and water mains abutting the property to the east within the existing parking lot. The applicant is proposing to tap into the existing 8” PVC and 8” Ductile Iron sanitary sewer and water mains, respectively, to service the needs of the site. These utility mains are privately owned and maintained and were originally constructed in 2007. The location of hydrants and other construction plan related comments and concerns must be addressed by the applicant and their Engineer. Final construction plans will be subject to review and approval by staff prior to recording of the site plan agreement. LANDSCAPING The applicant for Southwest Village did not submit tree preservation calculations as there are no significant trees on the lot, except behind the monument sign and near the pergola area The development is proposing buffer areas along the north, south, east and west property lines. The minimum requirements are shown in the table. Required plantings/landscape area Proposed plantings Bufferyard B – East prop. line, 533’ 8 Overstory trees 16 Understory trees 24 Shrubs 13 Overstory trees 15 Understory trees 68 Shrubs 48 Page 17 of 22 The applicant does meet bufferyard requirements. Note that they are lacking 1 understory tree, but have more overstory trees than the minimum required. The landscape plan might meet tree diversity requirements, but since they have not listed the quantities of each of the individual trees, we cannot know for certain. The planting schedule should reflect that no one species will comprise more than 10% of total trees to be planted, no genus will have more than 20% of total trees and no one tree family will have more than 30% of total trees. LIGHTING/SIGNAGE The applicant is proposing architectural lighting on the building. This lighting must be downcast and have a 90-degree cutoff angle. Uplighting is prohibited. Additionally, the applicant is proposing the use of area lighting, Lumark Revail LED. However, area lighting within the development is limited to decorative lighting. Lighting for the interior of the development shall be consistent throughout the development. High pressure sodium vapor lamps or LED with decorative natural colored pole shall be used throughout the development parking lot area for lighting. Decorative, pedestrian scale lighting shall be used in plaza and sidewalk areas and may be used in parking lot areas. Light fixtures shall remain consistent with the approved and existing lighting within the development. The applicant is proposing wall signage on the east and west elevations of the building. Such signage must comply with the Southwest Village sign standards. Signage is also being proposed on the south side of the building over the pickup window. Locating signage in this area requires an amendment to the PUD standards, as discussed above. Signage on the north side of the building is permitted provided this is an entrance to the tenant space. The applicant is proposing adding tenant signage over the development entrance sign. Such signage is in violation of section i. 2. and i. 7. of development standards. Staff does not believe that this signage is necessary to provide reasonable opportunity for identifying the businesses within the building since signage is provided on the street frontage and entrances to the building. 49 Page 18 of 22 MISCELLANEOUS Fire: 1. The building will require full fire sprinkler system and fire alarm system to monitor the fire sprinkler system. 2. Any fire hydrants that will need to be relocated will need to have final locations approved by Fire Marshal. Building: 1. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 2. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review. 3. The building is required to have automatic fire extinguishing systems. 4. Structure proximity to property lines (and other buildings) will have an impact on the code requirements for the proposed buildings, including but not limited to; allowable size, protected openings and fire-resistive construction. These requirements will be addressed when complete building and site plans are submitted. 5. Building plans must include a code analysis that contains the following information: Key Plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers, Separated or non-separated, Fire resistive elements (Ext walls, Bearing walls - exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum plumbing fixture count. 6. A building permit must be obtained before beginning any construction. 7. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. 8. If any soil corrections are done on the property a final grading plan and soil report must be submitted to the Inspections Division before permits will be issued. 50 Page 19 of 22 PARKS & RECREATION As part of the original subdivision, Lot 2, Block 1, Southwest Village was required to pay park fees. At that time, no fees were collected. With the development of the site, the applicant shall pay park fees in the amount in effect at the time prior to recording thesite plan agreement. Parks fees for 2023 are $12,500 per acre (0.94 x 12,500 = $11,750.00). COMPLIANCE TABLE Code Project Building Height 1 story 1 story feet feet Building Setback 20 N - 0' E - 0'N - 40' E - 8' W - 20' S - 0'W - 20' S – 160’ Parking Stalls 64 stalls 74 stalls (Standards: ) Parking Setback N - 0' E - 0'N - 0' E - 0' W - 0' S - 0' W - 0' S - 0' Hard Surface Coverage 64%52% Lot Area 41,053 sq. ft.41,053 sq. ft. (0.94 ac.) RECOMMENDATION Staff recommends that the Planning Commission recommend approval of Planning Case #2023- 04, PUD ordinance Amendment and Site Plan prepared by Westwood Professional Services, Inc., dated 02/17/2023, subject to the following conditions: PUD AMENDMENT Attached Ordinance amending the Southwest Village PUD design standards. SITE PLAN Building 1. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. 51 Page 20 of 22 2. Building plans must provide sufficient information to verify that proposed building meets all requirements of the Minnesota State Building Code, additional comments or requirements may be required after plan review. 3. The building is required to have automatic fire extinguishing systems. 4. Structure proximity to property lines (and other buildings) will have an impact on the code requirements for the proposed buildings, including but not limited to; allowable size, protected openings and fire-resistive construction. These requirements will be addressed when complete building and site plans are submitted. 5. Building plans must include a code analysis that contains the following information: Key Plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers, Separated or non-separated, Fire resistive elements (Ext walls, Bearing walls - exterior or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel distance), Minimum plumbing fixture count. 6. A building permit must be obtained before beginning any construction. 7. Retaining walls (if present) more than four feet high, measured from the bottom of the footing to the top of the wall, must be designed by a professional engineer and a building permit must be obtained prior to construction. Retaining walls (if present) under four feet in height require a zoning permit. 8. If any soil corrections are done on the property a final grading plan and soil report must be submitted to the Inspections Division before permits will be issued. Engineering 1. The developer shall enter into a site plan agreement with the city and provide necessary financial security to guarantee compliance with the terms of site plan approval. 2. The developer shall enter into encroachment agreements for all existing and proposed improvements located in public easements. The encroachment agreements shall be recorded prior to or concurrently with the site plan agreement. 3. The developer shall enter into maintenance agreements in a form acceptable to the city for the maintenance of private sidewalks in public easements. The maintenance agreements shall be recorded prior to or concurrently with the site plan agreement. 4. The developer shall enter into a maintenance agreement in a form acceptable to the Fire Department for the maintenance of the emergency vehicle access. The maintenance agreements shall be recorded prior to or concurrently with the site plan agreement. 5. It is the developer’s responsibility to ensure that permits are received from all other agencies with jurisdiction over the project (i.e. Carver County, RPBCWD, Board of Water and Soil Resources, MnDOT, etc.) prior to the commencement of construction activities. 6. The developer and their Engineer shall work with city staff in amending the construction plans, dated February 17, 2023, prepared by Gretchen A. Schroeder, PE with Westwood 52 Page 21 of 22 Professional Services, Inc., to fully satisfy construction plan comments and concerns. Final construction plans will be subject to review and approval by staff prior to recording of the site plan agreement. Fire 1. The building will require full fire sprinkler system and fire alarm system to monitor the fire sprinkler system. 2. Any fire hydrants that will need to be relocated will need to have final locations approved by Fire Marshal. Natural Resources 1. The applicant shall revise the landscape plan to include the number of each tree species they propose to plant. The current plan only lists totals for conifers, deciduous and ornamental trees. Parks 1. The applicant shall pay park fees in the amount in effect at the time prior to recording the site plan agreement. Planning 1. The applicant shall enter into a site plan agreement with the city and provide the necessary security to guarantee erosion control, site restoration and landscaping. 2. This architectural lighting must be downcast and have a 90-degree cutoff angle. Uplighting is prohibited. 3. Light fixtures shall remain consistent with the approved and existing lighting within the development. 4. The applicant shall add a sidewalk leading the northern entrance of the building. A patio shall be provided included in this location. Water Resources 1. The applicant shall provide a copy of conditional approval from the RPBCWD as part of any future plan submittals. 2. A SWPPP shall be included with all future plan submittals. Final SWPPP plans will be subject to review and approval by staff prior to recording of the site plan agreement. 3. The applicant shall update the models (HydroCAD, MIDS and P8) per city and any watershed district comments and submit updated computations and models in their native forms with the final site plan submittal and final construction plans. 53 Page 22 of 22 4. The applicant shall provide additional details on the proposed water reuse and irrigation system including an irrigation plan and computations showing the cistern can provide the required storage in order to irrigate the intended area with the final site plan submittal and final construction plans. The design must be approved by staff prior to recording the site plan agreement. 5. The applicant shall enter into an Operations and Maintenance Agreement for any proposed privately owned stormwater facilities which shall be recorded concurrently with the final site plan agreement. ATTACHMENTS 1. Findings of Fact 2. PUD Ordinance amendment 3. Civil Plans 4. Architectural Plans 5. Carver County letter dated March 9, 2023 6. MNDOT letter dated March 9, 2023 7. Public Hearing Notice and Mailing List 54 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Solomon Real Estate Group and Southwest Metro Transit Commission – Planning Case No. 2023-04, Southwest Village Request for amending theSouthwest Village Planned Unit Development of 11.9 acres of property zoned Planned Unit Development-Mixed Use (PUD) and site plan approval for a 12,600 square foot multi-tenant commercial building with a coffee shop drive-through located at the northeast corner of Great Plains Boulevard and Lyman Boulevard. On March 21, 2023, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Solomon Real Estate Group and Southwest Metro Transit Commission to amend the Planned Unit Development-Mixed Use (PUD). The Planning Commission conducted a public hearing on the proposed development preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak. FINDINGS OF FACT 1.The property is currently zoned Planned Unit Development – Mixed Use (PUD). 2.The property is guided in the Land Use Plan for Mixed Use uses. 3.The legal description of the property is: The plat of Southwest Village, Carver County, Minnesota. 4.REZONING The proposed amendment meets the required standards for approval: a. The proposed zoning has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City of Chanhassen 2040 Comprehensive Plan subject to the amendment of the comprehensive plan permitting the addition of a coffee shop with a drive-through. b. The proposed zoning is or will be compatible with the present and future land uses of the area. c. The proposed zoning conforms to all performance standards contained in the Zoning Ordinance. d. The proposed zoning will not tend to or actually depreciate the area in which it is proposed. 55 e. The proposed zoning can be accommodated with existing and planned public services and will not overburden the city's service capacity. f. Traffic generation by the proposed use within the zoning district is within capabilities of streets serving the property. 5.SITE PLAN a.Is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted; b.Is consistent with this division; c.Preserves the site in its natural state to the extent practicable by minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas; d.Creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development; e.Creates a functional and harmonious design for structures and site features, with special attention to the following: 1)An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community; f. 2)The amount and location of open space and landscaping; 3)Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses; and 4)Vehicular and pedestrian circulation, including walkways, interior drives and parking in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian and vehicular traffic and arrangement and amount of parking. f.Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses. 56 6. The planning report #2023-04 dated March 21, 2023, prepared by Bob Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that City Council approve the Amendment of Planned Unit Development – Mixed Use, PUD, and site plan for a 12,600 square foot, one-story commercial building with a coffee shop drive-through as shown in plans dated February 17, 2023, subject to the conditions of the staff report. ADOPTED by the Chanhassen Planning Commission this 21st day of March, 2023. Chanhassen Planning Commission BY:___________________________________ Eric Noyes, Chairman 57 1 AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by amending the Southwest Village Planned Unit Development Standards for all property within Southwest Village PUD. Section 2. The rezoning of this property incorporates the following amendments to the development design standards: Southwest Village b.Permitted Uses The permitted uses in this zone should be limited to appropriate commercial and service uses consistent with meeting the daily needs of the neighborhood and the transit facility users. The uses shall be limited to those as defined herein. If there is a question as to whether or not a use meets the definition, the Community Development Director shall make that interpretation. The type of uses to be provided on these lots shall be low intensity neighborhood oriented retail and service establishments to meet daily needs of residents. Commercial and transit uses shall be limited to the area located north of the access point off of Highway 101. Residential uses shall be located south of the Highway 101 access. Coffee shop not to exceed 2,000 square feet with a drive-though is permitted subject to compliance with Section 20-292 of the Chanhassen City Code. A coffee shop is an establishment that primarily serves coffee of various types and may serve cold drinks, such as iced coffee and iced tea, as well as other non-caffeinated beverages. Small to medium sized restaurant-not to exceed 8,000 square feet per building (no drive-thru windows). Office. Day care. Neighborhood scale commercial up to 8,500 12,600 square feet per building footprint. Convenience store without gas pumps. Specialty retail (book store jewelry, Sporting Goods sale/rental, Retail Sales, Retail Shops, Apparel Sales, etc.). Personal services (an establishment or place of business primarily engaged in providing individual services generally related to personal needs, such as a tailor shop, Shoe Repair, Self-service Laundry, Laundry Pick-up Station, Dry Cleaning, dance studios, etc). Park-and-Ride not to exceed 800 spaces. 58 2 Residential High Density (8-16 units per acre). And i.Signage 7.Prohibited Signs: Individual lots are not permitted low profile ground business sign. Pylon signs are prohibited. Back lit awnings are prohibited. Window Signs are prohibited except for company logo/symbol and not the name. Such logo shall not exceed 10% of a window area Menu Signs are prohibited. Section 3. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this ___ day of _____, 20__, by the City Council of the City of Chanhassen, Minnesota ______________________________________________________________ Kim Meuwissen, City Clerk Elise Ryan, Mayor (Published in the Chanhassen Villager on ______________________________) 59 N:\0041990.00\DWG\CIVIL\0041990CV01.DWG SOUTHWEST VILLAGE © 2023 Westwood Professional Services, Inc.SHEET INDEXPRELIMINARY SITEDEVELOPMENT PLANSSOUTHWEST VILLAGECHANHASSEN, MNPREPARED FOR:SOUTHWEST TRANSIT14405 W 62ND STEDEN PRAIRIE, MN 55346CONTACT: LEN SIMICHPHONE: 952-486-1898EMAIL: LSIMICH@SWTRANSIT.ORGVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.....................FORPREPARED BY:PROJECT NUMBER: 0041990.00CONTACT: GRETCHEN A. SCHROEDERPhone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free PRELIMINARY SITEDEVELOPMENT PLANSSOUTHWEST VILLAGECHANHASSEN, MNFORINITIAL SUBMITTAL DATE: 02/17/2023SHEET: C0.1PROJECT NUMBER: 0041990.00Sheet List TableSheet NumberSheet TitleC0.1COVERC1.0EXISTING CONDITIONS & REMOVALS PLANC2.0SITE PLANC3.0GRADING PLANC4.0EROSION CONTROL PLANC5.0UTILITY PLANC5.1UTILITY DETAILSC6.0DETAILSL1.0LANDSCAPE PLANSITE60 TERMINUSUNKNOWNENTRANCE TO LOWER LEVELOF PARKING GARAGEDRAINAGE AND UTILITY EASEMENTPER SOUTHWEST VILLAGEDRAINAGE AND UTILITYEASEMENT PER DOC. NO. ______________PER PLAT OF SOUTHWEST VILLAGESANITARY MANHOLERE=923.29IE=(S)917.19IE=(E)917.21SANITARY MANHOLERE=924.22IE=(N)916.06IE=(W)915.97SANITARY MANHOLERE=924.26IE=(E)915.59IE=(S)915.51CATCH BASINRE=922.91IE=(N) 919.63IE=(S) 919.65CATCH BASINRE=922.80IE=(N) 919.70IE=(S) 919.72CATCH BASINRE=923.58IE=(N) 920.08CATCH BASINRE=923.10IE=(N) 918.50IE=(S) 918.60CATCH BASINRE=922.16IE=(W) 915.56IE=(E) 915.26IE=(S) 918.46CATCH BASINRE=923.53IE=(W) 918.23IE=(SE) 918.73CATCH BASINRE=923.14IE=(N) 916.54IE=(S) 916.54CATCH BASINRE=922.97IE=(N) 916.97IE=(W) 917.92IE=(S) 916.97STATE TRUNK HIGHWAY NO. 312STATE TRUNK HIGHWAY NO. 101PARKINGGARAGEPUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSTO STO STO STO STO STOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOS TO S TO S TO S TO STO STO S TO S TO S SS E SAN SANWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT SAN SAN WAT WAT WAT WATSTOSTOSTOSTOSTOSTOSTOSTOSTO\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\REMOVE EXISTING CURB & GUTTERREMOVE EXISTING CURB & GUTTERSAWCUT AND REMOVEBITUMINOUS PAVEMENTSAWCUT AND REMOVEBITUMINOUS PAVEMENTREMOVE PERGOLA,PLANTER CURB, ANDTREESALVAGE ANDRELOCATE HYDRANTSALVAGE ANDRELOCATE HYDRANTPROTECT EX. MONUMENTSIGN DURINGCONSTRUCTIONSHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0041990.00\DWG\CIVIL\0041990EX01.DWG 02/17/2023SOUTHWEST VILLAGEC1.0CHANHASSEN, MN SOUTHWEST VILLAGE EXISTING CONDITIONS & REMOVALS PLAN 02/17/2023 . . . 02/17/2023 14405 W 62ND ST EDEN PRAIRIE, MN 55346 SOUTHWEST TRANSIT 43019 GRETCHEN A. SCHROEDERNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0041990.00SANITARY MANHOLECATCH BASINELECTRIC BOXELECTRIC METERSTREET LIGHTPOWER UNDERGROUNDWATERMAINSANITARY SEWERSTORM SEWERGATE VALVEGAS LINEHYDRANTSTORM MANHOLELEGENDCURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACEFOUND MONUMENT (SEE LABEL)GASPUGSANSTOWATSSTEEEASEMENT LINESECTION LINELOT LINEBOUNDARY LINERIGHT-OF-WAY LINESET MONUMENT (SEE LABEL)MAST ARM W/ LIGHTPROPERTY LINE\\\\\\CURB & GUTTERSAW CUT PAVEMENTSANSANITARY SEWERWATWATER MAINSTOSTORM SEWERCONCRETEBITUMINOUSBUILDINGTREELIGHT POLETRAFFIC SIGNEXISTINGPROPOSEDSANWATSTOCONSTRUCTION BARRICADEWATHYDRANTWATGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETUGPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVRETAINING WALLFENCEXSOIL BORING LOCATIONSB-19TREE LINEXEXISTINGREMOVALS\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\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*XXXSOIL BORINGSIGNHANDICAPPED STALLSTEEL/WOOD POSTBUSH/SHRUBCONIFEROUS TREEDECIDUOUS TREE61 ENTRANCE TO LOWER LEVELOF PARKING GARAGEDRAINAGE AND UTILITY EASEMENTPER SOUTHWEST VILLAGEDRAINAGE AND UTILITYEASEMENT PER DOC. NO. ______________PER PLAT OF SOUTHWEST VILLAGESTATE TRUNK HIGHWAY NO. 312STATE TRUNK HIGHWAY NO. 101PARKINGGARAGES SS E PROPOSEDRETAILBUILDING12,600 SF17750SPACES ON LOWER LEVEL OFRAMP RESERVED FOR RETAIL USEEMERGENCYVEHICLE ACCESSFFE = 925.20PATIOAREAMECH.ROOM6' (TYP.)6' (TYP.) 12'12'R30'R18'15'R18' R 2 0 ' R 2 0 ' R18'R15'R6'112881111EX. MONUMENT SIGN20' BLDG SETBACK20' BLDG SETBACK 18(TYP.)910B242419191515S.2S.2S.386' (TYP.)PROPOSED TRASH ENCLOSURE INSIDE RAMPSHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0041990.00\DWG\CIVIL\0041990SP01.DWG 02/17/2023SOUTHWEST VILLAGEC2.0CHANHASSEN, MN SOUTHWEST VILLAGESITE PLAN 02/17/2023 . . . 02/17/2023 14405 W 62ND ST EDEN PRAIRIE, MN 55346 SOUTHWEST TRANSIT 43019 GRETCHEN A. SCHROEDERNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0041990.00S.10S.2REFERENCESIZEMnDOT DESIGNATIONS.3HANDICAP ACCESSIBLEDO NOT ENTER12" X 18"30" X 30"R7-8MR5-11 B612 CURB AND GUTTER2FLSUH CURB AND GUTTER8PRIVATE CONCRETE SIDEWALK9PRIVATE PEDESTRIAN CURB RAMP10BPRIVATE PARALLEL PEDESTRIAN CURB RAMP11CROSS WALK STRIPING15HANDICAP ACCESSIBLE SIGNAGE AND STRIPING18BOLLARD19PAVEMENT SECTIONS24CONCRETE CURB AT SIDEWALK1·ZONING:SOUTHWEST VILLAGE PUD·PARCEL DESCRIPTION:LOT 2 , BLOCK 1, SOUTHWEST VILLAGE·PROPERTY AREA:41,053 SF (0.94 AC)·EXISTING IMPERVIOUS SURFACE:0 SF (0%)·PROPOSED IMPERVIOUS SURFACE:21,212 SF (51.7%)·BUILDING GROSS SIZE:12,600 SF·BUILDING SETBACK PER CODE:20'=TO ROW·BUILDING SITE COVERAGE30.7%·BUILDING HEIGHT21'-6" MAIN PARAPET (1 STORY)24' & 27' AT ENTRY/ACCENT PARAPETS·PARKING RATIO REQUIREMENTSOUTHWEST VILLAGE PUDRETAIL1 SPACE / 200 SF OF BLDGTOTAL SPACES REQUIRED:64 SPACES·PARKING PROVIDED:74 SPACES (INCLUDING 3 ADA SPACES)·DRIVE THRU STACKINGREQUIRED13 VEHICLESPROVIDED14 VEHICLESSIGN LEGENDSITE DETAILS (SI-0XX)SITE DEVELOPMENT SUMMARY1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES, 1/9/23.2.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.3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.6.ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.7.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.8.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.9.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.10.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.11.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5T62 9 2 5924 924925925923924924924 924924924 92 4 923924TERMINUSUNKNOWN ENTRANCE TO LOWER LEVELOF PARKING GARAGEDRAINAGE AND UTILITY EASEMENTPER SOUTHWEST VILLAGEDRAINAGE AND UTILITYEASEMENT PER DOC. NO. ______________PER PLAT OF SOUTHWEST VILLAGECATCH BASINRE=922.91IE=(N) 919.63IE=(S) 919.65CATCH BASINRE=922.80IE=(N) 919.70IE=(S) 919.72CATCH BASINRE=923.58IE=(N) 920.08CATCH BASINRE=923.10IE=(N) 918.50IE=(S) 918.60CATCH BASINRE=922.16IE=(W) 915.56IE=(E) 915.26IE=(S) 918.46CATCH BASINRE=923.53IE=(W) 918.23IE=(SE) 918.73CATCH BASINRE=923.14IE=(N) 916.54IE=(S) 916.54CATCH BASINRE=922.97IE=(N) 916.97IE=(W) 917.92IE=(S) 916.97STATE TRUNK HIGHWAY NO. 312STATE TRUNK HIGHWAY NO. 101PARKINGGARAGEPUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSTO STO STO STO STO STOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOS TO S TO S TO S TO STO STO S TO S TO E WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATSTOSTOSTOSTOSTOSTOSTOSTOSTOPROPOSEDRETAILBUILDING12,600 SFFFE = 925.209259259249 2 4924 924924924924924 925.20925.20925.20925.20925.20925.20B 25.09F 24.59925.10925.10-1.80% -2.00%B 25.20F 24.70B 25.20F 24.70B 25.14F 24.64B 25.00F 24.50B 24.75F 24.25B 25.08F 24.58B 24.37F 23.87B 24.67F 24.17B 24.30F 23.80LP923.65B 24.43F 23.93B 24.54F 24.04B 24.88F 24.38B 24.83F 24.33B 25.20F 24.70B 24.66F 24.66B 24.60F 24.60B 24.49F 24.49B 24.56F 24.56B 25.00F 24.50B 25.38F 24.88B 24.85F 24.35B 25.00F 24.50B 25.01F 24.51B 924.50F 924.50B 924.00F 924.00B 923.11F 923.11B 23.57F 23.07B 24.62F 24.12B 24.50F 24.50925.14925.14925.20925.20925.20925.17925.17925.20925.2092592592 5 924925 925925SHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0041990.00\DWG\CIVIL\0041990GD01.DWG 02/17/2023SOUTHWEST VILLAGEC3.0CHANHASSEN, MN SOUTHWEST VILLAGEGRADING PLAN 02/17/2023 . . . 02/17/2023 14405 W 62ND ST EDEN PRAIRIE, MN 55346 SOUTHWEST TRANSIT 43019 GRETCHEN A. SCHROEDERNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0041990.00PROPERTY 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 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.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISEBUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACTLOCATIONS AND NUMBER OF DOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" ASPREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED.THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEELANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMENAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFICCONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THISSHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE ASMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONSARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOWLINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACEGRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITEGRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OFALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATINGAGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY ALICENSED PROFESSIONAL ENGINEER.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILLBE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKINGMINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, ORAPPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISIONAND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALLBE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED INMNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA,SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARYCOMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE ORUNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS ANDINSPECTIONS WITH THE GEOTECHNICAL ENGINEER.GRADING NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.63 STATE TRUNK HIGHWAY NO. 312STATE TRUNK HIGHWAY NO. 101PARKINGGARAGESTO STO STO STO STO STOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOS TO S TO S TO S TO STO STO S TO S TO ESTOSTO STO STO STO STO STO STO STOPROPOSEDRETAILBUILDING12,600 SFFFE = 925.20SFSF SF SF SF SF SFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF 9 2 5924 924925925923924924924 924924924 92 4 923924SILT FENCE (TYP.)MUD MATINLET PROTECTION (TYP.)925 925925925924924924924924 924924SHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0041990.00\DWG\CIVIL\0041990EC01.DWG 02/17/2023SOUTHWEST VILLAGEC4.0CHANHASSEN, MN SOUTHWEST VILLAGE EROSION CONTROL PLAN 02/17/2023 . . . 02/17/2023 14405 W 62ND ST EDEN PRAIRIE, MN 55346 SOUTHWEST TRANSIT 43019 GRETCHEN A. SCHROEDERNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0041990.00PROPERTY 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 LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.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 GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETERESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THECONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION ANDSILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTIONENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITHGRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION ASREQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANYDEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORMSEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BECLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR.ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THETURF IS ESTABLISHED.4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TODETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURINGCONSTRUCTION.6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THEFLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED ENDSECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS.7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITHSEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKSOF COMPLETION OF CONSTRUCTION.8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, ANDCITY.A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT30.5-POUNDS PER ACRE.B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PERACRE.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 CONTROLBLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAPSEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTIONSHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THEPROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTORSHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TOINSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS ORBUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW.14.PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREETSWEEPING SHALL BE CONCURRENT WITH SITE WORK.GENERAL EROSION CONTROL NOTESSTOWATSANGLSB-19SB-19E.O.F.HEAVY DUTY SILT FENCEHDSFREDUNDANT SILT CONTROLRSC9829809829801.NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVE TOPSOIL TO THEGREATEST EXTENT POSSIBLE.2.ADDITIONAL MEASURES, SUCH AS HYDRAULIC MULCHING AND OTHER PRACTICES AS SPECIFIED BY THE DISTRICT MUST BE USED ONSLOPES OF 3:1 (H:V) OR STEEPER TO PROVIDE ADEQUATE STABILIZATION.3.FINAL SITE STABILIZATION MEASURES MUST SPECIFY THAT AT LEAST SIX INCHES OF TOPSOIL OR ORGANIC MATTER BE SPREAD ANDINCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOIL HAS BEEN REMOVED.4.CONSTRUCTION SITE WASTE SUCH AS DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, LITTER ANDSANITARY WASTE MUST BE PROPERLY MANAGED.5.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION ANDVEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS DETERMINED BY THE DISTRICT.6.ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION.7.SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BEDECOMPACTED TO ACHIEVE A SOIL COMPACTION TESTING PRESSURE OF LESS THAN 1,400 KILOPASCALS OR 200 POUNDS PER SQUAREINCH IN THE UPPER 12 INCHES OF THE SOIL PROFILE WHILE TAKING CARE TO PROTECT UTILITIES, TREE ROOTS, AND OTHER EXISTINGVEGETATION.8.ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS AFTER LAND-DISTURBING WORK HAS TEMPORARILY ORPERMANENTLY CEASED ON A PROPERTY THAT DRAINS TO AN IMPAIRED WATER, WITHIN 14 DAYS ELSEWHERE.9.THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENTCONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERY DAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTILLAND-DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTILVEGETATIVE COVER IS ESTABLISHED. THE PERMITTEE WILL MAINTAIN A LOG OF ACTIVITIES UNDER THIS SECTION FOR INSPECTION BY THEDISTRICT ON REQUEST. 10. TOPSOIL TO BE INSTALLED AS PART OF THE SITE RESTORATION SHALL CONTAIN AT LEAST 5% ORGANIC CONTENT CONSISTENT WITH THE WATERSHED DISTRICT'S TOPSOIL DEFINITION.RPBCWD STANDARDEROSION CONTROL NOTES64 TERMINUSUNKNOWNDRAINAGE AND UTILITY EASEMENTPER SOUTHWEST VILLAGEDRAINAGE AND UTILITYEASEMENT PER DOC. NO. ______________PER PLAT OF SOUTHWEST VILLAGESANITARY MANHOLERE=923.29IE=(S)917.19IE=(E)917.21SANITARY MANHOLERE=924.22IE=(N)916.06IE=(W)915.97SANITARY MANHOLERE=924.26IE=(E)915.59IE=(S)915.51CATCH BASINRE=922.91IE=(N) 919.63IE=(S) 919.65CATCH BASINRE=922.80IE=(N) 919.70IE=(S) 919.72CATCH BASINRE=923.58IE=(N) 920.08CATCH BASINRE=923.10IE=(N) 918.50IE=(S) 918.60CATCH BASINRE=922.16IE=(W) 915.56IE=(E) 915.26IE=(S) 918.46CATCH BASINRE=923.53IE=(W) 918.23IE=(SE) 918.73CATCH BASINRE=923.14IE=(N) 916.54IE=(S) 916.54CATCH BASINRE=922.97IE=(N) 916.97IE=(W) 917.92IE=(S) 916.97STATE TRUNK HIGHWAY NO. 312STATE TRUNK HIGHWAY NO. 101PARKINGGARAGEPUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSTO STO STO STO STO STOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOS TO S TO S TO S TO STO STO S TO S TO S SS E SAN SANWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT SAN SAN WAT WAT WAT WATSTOSTOSTOSTOSTOSTOSTOSTOSTOPROPOSEDRETAILBUILDING12,600 SFFFE = 925.208" WATER STUBIE=917.00RELOCATED HYDRANTRELOCATEDHYDRANTCONNECT TO EX. 8" WATER W/ 8" X 8" TEECONNECT TO EX. 8" SANW/ 8" X 8" WYEIE=916.80 (W)56 LF-4" PVC @2.08%4" SANITARY STUBIE=917.96 (E)45 LF - 8" WMOCS-300RE=925.29IE=920.50 (E)CO-202RE=924.81IE=920.64 (E)IE=920.64 (S)STMH-200RE=924.40IE=920.50 (NW)STMH-100RE=925.11IE=920.50 (S)CB-101RE=923.65IE=920.64 (N)8" STORM SEWER STUB-202BIE=921.2027 LF-12" STMSWR @ 0.50%16 LF-8" STMSWR @ 0.50%5 LF-8" STMSWR @ 11.32%87 LF-12" STMSWR @ 0.48%CONNECT TO EX. CATCH BASINIE = 920.08STMH-201RE=924.62IE=920.56 (N)IE=920.56 (SE)IE=919.50 (E)12 LF-12" STMSWR @ 0.50%8 LF-12" STMSWR @ 0.00%CISTERN FOR IRRIGATION REUSE33 LF - 72" CMP PIPESTORAGE = 933 CF72" IE = 914.5012" IE = 919.50 (W)DESIGN BY OTHERSSTORMWATER VAULT60 - STORMTECH SC-310 CHAMBERSFOOTPRINT = 1,600 SFBOTTOM CHAMBER ELEV = 920.50100-YR HWL = 922.18JELLYFISH STRUCTURE-500CONSTRUCT ALONG EX. 18" STORM SEWERRE=922.69IE=919.76 (N)IE=919.76 (S)SUMP=914.43SHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0041990.00\DWG\CIVIL\0041990UT01.DWG 02/17/2023SOUTHWEST VILLAGEC5.0CHANHASSEN, MN SOUTHWEST VILLAGEUTILITY PLAN 02/17/2023 . . . 02/17/2023 14405 W 62ND ST EDEN PRAIRIE, MN 55346 SOUTHWEST TRANSIT 43019 GRETCHEN A. SCHROEDERNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0041990.00SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERUTILITY LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ORELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ONRECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKENIN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT ORCOMPLETE. 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 ANDINSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE,AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONSFOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARYFEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THEOWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BETHE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THEOWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION ANDDIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONSAND EXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALLCOORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITYCONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THECITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITYCONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE,INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAINBELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANYADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OFSERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOWFOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS AREREQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUMRECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNINGSPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BEINCLUDED IN WATER 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 LINECROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOTHAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATECROSSINGS WITH STORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESSOTHERWISE SHOWN OR NOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPERWATER LINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWAC900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESSTHAN 8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OREQUIVALENT, WITH 4 INCHES OF THICKNESS.13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYLCHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGSSHALL BE SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BEINSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMERWHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARYSEWER 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 GOVERNINGAGENCY.B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" ANDSMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISENOTED, PER ASTM C76, WITH GASKETS PER ASTM C443.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OFAASHTO M252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEETREQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 ANDINSTALLED PER ASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTMD2665 AND INSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEETASTM A760 OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BEINSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHTOR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3.STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINESHALL BE TESTED PER MINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PERMINNESOTA RULES, PART 7560.0150.16.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWASTANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENTWEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THEELECTRICAL ALARM SWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).17.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNERWITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDELOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TOVERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTIONELEVATIONS IS REQUIRED.18.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIMELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.19.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLECASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLANREFLECT THE SUMPED ELEVATIONS.GENERAL UTILITY NOTESSDT65 SHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0041990.00\DWG\CIVIL\0041990DT01.DWG 02/17/2023SOUTHWEST VILLAGEC5.1CHANHASSEN, MN SOUTHWEST VILLAGEUTILITY DETAILS 02/17/2023 . . . 02/17/2023 14405 W 62ND ST EDEN PRAIRIE, MN 55346 SOUTHWEST TRANSIT 43019 GRETCHEN A. SCHROEDERNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc. . . . . . . . . . . ### ## or ##PROJECT NUMBER: 0041990.0012" SIDE SPACING(TYP.)6" INTERIOR SPACING(MIN.)34"(TYP.)LAST REVISED:02/17/2023UNDERGROUND STORMWATER STORAGEWASHED COURSE AGGREGATE40% VOIDSSUITABLE SUBGRADE MATERIALPAVEMENT SECTION. SEE DETAIL FORSPECIFIC DEPTHS.ON-SITE FILL MATERIAL12" INLET PIPE IE = 920.50BOTTOM OF ROCK = 920.00SEE PLAN FOR PIPE LENGTH12" CONNECTION PIPE6"IE = 920.5012" STRUCTURE OUTLET PIPESC-310 CHAMBER PROFILEBOTTOM OFCHAMBER = 920.50IE = 920.50N.T.S.6"16" (SC-310)ADS-GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILE ALL AROUNDCLEAN, CRUSHED, ANGULAR STONE*DETAIL IS SCHEMATIC FOR HYDRAULIC MODELING AND PERMITTING ONLY. SEE FINAL PLANS AND DETAILS BY STORMWATER VENDOR FOR CONSTRUCTION.*OCS 300TOP OF ROCK = 922.33TOP OF CHAMBER = 921.83100 YEAR HWL = 922.1866 SHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0041990.00\DWG\CIVIL\0041990DT01.DWG 02/17/2023SOUTHWEST VILLAGEC6.0CHANHASSEN, MN SOUTHWEST VILLAGEDETAILS 02/17/2023 . . . 02/17/2023 14405 W 62ND ST EDEN PRAIRIE, MN 55346 SOUTHWEST TRANSIT 43019 GRETCHEN A. SCHROEDERNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc. . . . . . . . . . . ### ## or ##PROJECT NUMBER: 0041990.00LAST 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.2"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 PLAN4" CONCRETE WALK WITHCONTRACTION JOINTS EVERY 5' ANDEXPANSION JOINTS EVERY 100' OR AT90° INTERSECTIONS2% CROSS SLOPE6" MIN.4" MNDOT SPEC 3138 CLASS 5AGGREGATE BASEPARALLEL RAMP SECTION A-APRIVATE PARALLEL PEDESTRIANCURB RAMPAANOTES:1.CURB RAMP AREA TO BE CONCRETEAND MEET LATEST ADAREQUIREMENTS. RAMP CROSS SLOPE2% MAXIMUM.2.RAMP SURFACE TO BE MEDIUM BROOMFINISH, PERPENDICULAR TO TRAVELPATH.3.ANY VERTICAL LIP THAT OCCURS ATTHE FLOW LINE MAY NOT BE GREATERTHAN 1/4 INCH.ISOMETRIC PLANFRONT FACEOF CURBINTEGRAL CURB WITH ROUNDEDEDGES TO HOLD ADJACENT GRADE,AS REQUIREDLANDING 2% MAX.CROSS SLOPE,BOTH DIRECTIONSINTEGRAL CURB TOHOLD ADJACENTGROUND, AS REQUIREDSIDEWALKWIDTHPAVEMENT5% APPROACHSLOPE MAX.LANDINGCONCRETE WALKCONCRETESURFACEROUND ALL SLOPEDINTERSECTIONSINTEGRAL CURB TOHOLD ADJACENTGROUND, AS REQUIREDRAMP6' TYP.7' MAX.LANDING4' MIN.RAMP6' TYP.7' MAX4' M IN . ORPER PLANRAMP 8.33% SLOPEMAX. OR PER PLANRAMP 8 .33% SLOPEMAX. OR PER PLANPROVIDE A FLAT 4'x4' LANDING BEHINDTHE PEDESTRIAN RAMP, 2% MAX. CROSSSLOPEELEVATION3LAST REVISED:08/15/17SI10B7' MAX .7' MAX .PROVIDE A FLAT 4'x4' LANDINGBEHIND THE PEDESTRIAN RAMP, 2%MAX. CROSS SLOPEHANDICAP 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 CITYCODEHANDICAP 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:08/15/17BOLLARDSI18NOTES:1.4" DIAMETER STD. STL. PIPE CONCRETE FILLED @ DRIVE-THRU ONLY, 6" @ ALL OTHER LOCATIONS INCLUDING UTILITIES, TRASH ENCLOSURE, AND SPRINKLER RISERS. PROVIDE 1/4" WELDED CLOSURE PLATE AT BOTTOM. PAINT EXPOSED PIPE YELLOW, SECURITY BOLLARDS TO RECEIVE POLYETHYLENE COVER.2.24" DIAMETER CONCRETE FOUNDATION. USE SONOTUBE FORM.3.3/8" DIAMETER WELDED HOOPS. 18" DIAMETER TOP, BOTTOM AND CENTER.4.SOLID UNDISTURBED SOIL.5.PROVIDE PITCH, SMOOTH CONCRETE FINISH.4'-0" 3'-0" AT DRIVE UP 4'-0" 3"155TOP OFPAVEMENT234SI19PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS.LAST REVISED:08/15/17PAVEMENT SECTIONSBITUMINOUS PAVEMENT (STANDARD DUTY)1.5" MnDOT TYPE SPWEA340E WEARING COURSE2.0" MnDOT TYPE SPNWB330E BASE COURSE6.0" MnDOT SPEC. 3138 CLASS 512.0" COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR)MNDOT SPEC. 2357 BITUMINOUS TACK COATLAST 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"NOTES:1.TAPED AREAS TO BE CENTERED AND ALIGNED ON CENTER LINE AND LANE LINES. MAKE ADJUSTMENTS IN CENTER MEDIAN AREA.2.ZEBRA CROSSWALKS SHALL BE WHITE POLYMER-PREFORMED TAPE OR AN ACCEPTABLE EQUIVALENT APPROVED BY THE ENGINEER.3.A MINIMUM OF 1.5 FT. CLEAR DISTANCE MUST BE LEFT ADJACENT TO CURB. IF LAST STRIPED AREA FALLS INTO THIS DISTANCE, IT MUST BE OMITTED.4.REMOVE ALL CONFLICTING PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER.5.AT SKEWED CROSSWALKS, THE TAPED AREAS ARE TO REMAIN PARALLEL TO THE LANE LINES.6.WHERE PAVEMENT MARKINGS CAN NOT BE INLAYED INTO THE HOT MAT, PAVEMENT SHALL BE GROOVED FOR THE INSTALLATION OF THE POLYMER-PREFORMED MARKINGS. SEE Mn/DOT STANDARD SPECIFICATION 2564.LAST REVISED:08/15/17CROSS WALK STRIPINGSI11PAVEMENT MARKING(TYP.)DRIVING LANE(WIDTH VARIES)6 FT3 FT 3 FTDRIVING LANE(WIDTH VARIES)ROADCLBUILDING CONTRACTORSI24CONCRETE CURB AT SIDEWALKEDGE OFCURBEXPANSION JOINTNOTE:SEE STRUCTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT.6"SITE CONTRACTORCONC SIDEWALKLAST REVISED:08/15/17BASE MATERIAL6"MAX.8"ANOTES:1.PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPE BOTH DIRECTIONS.2.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING.3.SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE.4.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH.5.RAMP AND FLARED SIDE SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH.6.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI.ALAST REVISED:08/15/17PRIVATE PEDESTRIAN CURB RAMPSI092PLAN VIEW OF DIAGONAL RAMPPLAN VIEW OF PERPENDICULAR RAMPSECTION A-AELEVATION OF RAMP32333FACE OFCURB5BACK OFCURB5FACE OFCURBCURB FACEOR GUTTER5% APPROACHSLOPE MAX1/2" PREFORMEDJOINT FILLER MATERIALRAMP 8.33%MAX. SLOPEROUND ALL SLOPEDINTERSECTIONSSIDE FLARE 10%MAX. SLOPECONCRETE WALK8" 5'-4" MIN.5' MIN.4' MIN. ORPER PLAN5' MIN.5'-4" MIN.5' MIN.5' MIN.4' MIN. ORPER PLANRAMP5'-4" MIN.LANDING4' MIN.SIDE FLARE5' MIN.RAMP4' MIN.SIDE FLARE5' MIN.AA11467 STATE TRUNK HIGHWAY NO. 312STATE TRUNK HIGHWAY NO. 101PARKINGGARAGEPUG PUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSTO STO STO STO STO STOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOS TO S TO S TO S TO STO STO S TO S TO S SS E SAN SANWATWATWATWATWATWAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT SAN SAN WAT WAT WAT WATSTOSTOSTOSTOSTOSTOSTOSTOSTOPROPOSEDRETAILBUILDING12,600 SFFFE = 925.20BACAAAAAAAAABBBBBBCCCCCCCCCCONIFEROUS TREESCOMMON / BOTANICAL NAMESIZESPACING O.C.BHSBLACK HILLS WHITE SPRUCE / PICEA GLAUCA 'DENSATA'8` HT B&BAS SHOWNSCPSCOTCH PINE / PINUS SYLVESTRIS8` HT B&BAS SHOWNDECIDUOUS TREESCOMMON / BOTANICAL NAMESIZESPACING O.C.SGMSIENNA GLEN® MAPLE / ACER X FREEMANII 'SIENNA'2.5" CALAS SHOWNSKHSKYLINE® HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'2.5" CALAS SHOWNJAEJEFFERSON AMERICAN ELM / ULMUS AMERICANA 'JEFFERSON'2.5" CALAS SHOWNORNAMENTAL TREESCOMMON / BOTANICAL NAMESIZESPACING O.C.DPBDAKOTA PINNACLE® BIRCH / BETULA PLATYPHYLLA 'FARGO'2.5" CALAS SHOWNCSOCRIMSON SPIRE™ OAK / QUERCUS ROBUR X ALBA 'CRIMSCHMIDT'2.5" CALAS SHOWNPLANT SCHEDULECONIFEROUS SHRUBSCOMMON / BOTANICAL NAMESIZESPACING O.C.MJJMINT JULEP® JUNIPER / JUNIPERUS CHINENSIS 'MONLEP'#5 CONT.4`-0" O.C.BNSBIRD'S NEST NORWAY SPRUCE / PICEA ABIES 'NIDIFORMIS'#5 CONT.4`-0" O.C.HMAHOLMSTRUP ARBORVITAE / THUJA OCCIDENTALIS 'HOLMSTRUP'#5 CONT.5`-0" O.C.DECIDUOUS SHRUBCOMMON / BOTANICAL NAMESIZESPACING O.C.AFDARCTIC FIRE® RED TWIG DOGWOOD / CORNUS SERICEA 'FARROW'#5 CONT.4`-0" O.C.DBHDWARF BUSH HONEYSUCKLE / DIERVILLA LONICERA#5 CONT.3`-0" O.C.GCFGOLD CLUSTER™ FORSYTHIA / FORSYTHIA X INTERMEDIA 'COURTANEUR'#5 CONT.4`-0" O.C.DECDWARF EUROPEAN CRANBERRYBUSH / VIBURNUM OPULUS 'NANUM'#5 CONT.3`-0" O.C.ANNUALS/PERENNIALSCOMMON / BOTANICAL NAMESIZESPACING O.C.PUCPURPLE CONEFLOWER / ECHINACEA PURPUREA#1 CONT.18" O.C.PWWPOWWOW® WILD BERRY CONEFLOWER / ECHINACEA PURPUREA 'PAS702917'#1 CONT.18" O.C.ICDICE CARNIVAL DAYLILY / HEMEROCALLIS X 'ICE CARNIVAL'#1 CONT.24" O.C.BESBLACK-EYED SUSAN / RUDBECKIA HIRTA#1 CONT.18" O.C.MNSMAY NIGHT SALVIA / SALVIA NEMOROSA 'MAY NIGHT'#1 CONT.18" O.C.AFSAUTUMN FIRE SEDUM / SEDUM X 'AUTUMN FIRE'#1 CONT.18" O.C.GRASSESCOMMON / BOTANICAL NAMESIZESPACING O.C.KFGKARL FOERSTER FEATHER REED GRASS / CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'#1 CONT.24" O.C.PDSPRAIRIE DROPSEED / SPOROBOLUS HETEROLEPIS#1 CONT.24" O.C.SHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0041990.00\DWG\CIVIL\0041990LP01.DWG 02/17/2023SOUTHWEST VILLAGEL1.0CHANHASSEN, MN SOUTHWEST VILLAGELANDSCAPE PLAN 02/17/2023 . . . 02/17/2023 14405 W 62ND ST EDEN PRAIRIE, MN 55346 SOUTHWEST TRANSIT 44018 JEFF R. WESTENDORFNOT FOR CONSTRUCTION© 2023 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0041990.00ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINERNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.PLANT SCHEDULE31015196869LANDSCAPE LEGENDSHRUBSOVERSTORY DECIDUOUS TREEOVERSTORY CONIFEROUS TREEPERENNIALSEDGERASHREDDED HARDWOOD MULCH (TYP.)BEDGER (TYP.)CSOD (TYP.)ALANDSCAPE KEYNOTESCANOPY/ EVERGREEN TREE REQUIREMENT1 CANOPY/ EVERGREEN TREE PER 30 LF OF SITE PERIMETER (533/30= 17.67 TREES)TREES REQUIRED= 18TREES PROVIDED= 18( 3 PROPOSED CONIFEROUS TREES + 10 PROPOSED DECIDUOUS TREES+ 15 PROPOSED ORNAMENTAL TREES(EQUAL TO 5 OVERSTORY))*TREES HAVING A MATURE SPREAD OF LESS THAN 15 FT (ORNAMENTAL TREES) MAY BE SUBSTITUTED BY GROUPING THE SAME SO AS TO CREATE THE EQUIVALENT OF A 15 FOOT CROWN SPREAD. *COMPLIMENT OF TREES- NO MORE THAN 10% OF THE TREES MAY BE FROM ANY ONE TREE SPECIES, NO MORETHAN 20% OF THE TREES MAY BE FROM ONE GENUS, AND NO MORE THAN 30% OF TREES FROM ANY ONE FAMILY.REQUIRED BUFFER YARDPROPOSED COMMERCIAL DEVELOPMENTS AND ADJACENT PARCELS REQUIRE A BUFFER YARD.PER CITY CODE BUFFERYARD B REQUIRED.BUFFERYARD B PLANT UNITS REQUIRED PER 100' = 2 CANOPY TREES, 4 UNDERSTORY TREES, 6 SHRUBSLANDSCAPE SUMMARYORNAMENTAL TREE68 1K23456789101112131415161718BACDEGFJHFLOOR PLAN1A1011/8"=1'-0"©A10169 EAST ELEVATION1A3011/8"=1'-0"SOUTH ELEVATION2A3011/8"=1'-0"WEST ELEVATION4A3011/8"=1'-0"NORTH ELEVATION3A3011/8"=1'-0"FINISH SCHEDULEGARBAGE ENCLOSURE GATE ELEVATION5A3011/2"=1'-0"GARBAGE ENCLOSURE ELEVATION6A3011/2"=1'-0"MONUMENT SIGN7A3011/2"=1'-0"©A30170 Chanhassen, MinnesotaSouthwest Village Retail - Artist's Concept RenderingMarch 7, 202371 Chanhassen, MinnesotaSouthwest Village Retail - Artist's Concept RenderingMarch 7, 202372 Chanhassen, MinnesotaSouthwest Village Retail - Artist's Concept RenderingMarch 7, 202373 Chanhassen, MinnesotaSouthwest Village Retail - Artist's Concept RenderingMarch 7, 202374 Chanhassen, MinnesotaSouthwest Village Retail - Artist's Concept RenderingMarch 7, 202375 Carver County Public Works 11360 Highway 212, Suite 1 Cologne, MN 55322 Office (952) 466-5200 | Fax (952) 466-5223 | www.co.carver.mn.us CARVER COUNTY March 9, 2023 City of Chanhassen c/o Bob Generous Senior Planner 952-227-1131 Delivered via email: bgenerous@ci.chanhassen.mn.us Re: Development Review Comments: SW Transit PUD Amendment adjacent to Hwy 212 and CSAH 101 in the City of Chanhassen; PID 257680020 Thank you for the opportunity to review the development proposal in the City of Chanhassen. Consistent with the County Comprehensive Plan and County Codes, and other official controls of the County, the following are comments and recommended conditions of approval and as potential requirements for any necessary permits to be issued for the project: 1. A response letter to this memo is required by Public Works. Please submit the letter either before or alongside the submission of the required Transportation Impact Analysis. 2. Regarding Access a. The County’s Access Spacing Map in the 2040 Comprehensive Plan (Figure 4.14) identifies this segment of CSAH 101 as Category 5B, which guides full access intersection spacing at ¼ mile intervals and secondary (limited) intersection spacing at 1/8 mile intervals. At approximately 500 ft. south of Crossroads Blvd/TH 212 ramp and approx. 350 north of CSAH 18/Lyman Blvd, CSAH 101/Southwest Village Dr. is not consistent with access spacing guidance. b. No new access onto CSAH 101 is proposed, the right in right out secondary access is what will serve this development for access to and from CSAH 101. Full access at this location will not be considered. 3. Regarding Traffic a. The traffic impact analysis referenced in the submitted application is from 2004 and the background in which this development takes place has changed over time. A transportation impact analysis is required from Public Works due to the above and following thresholds being met. i. Generating approximately 750 or more vehicles trips per day ii. Generating approximately 100 or more vehicle trips in any one hour period b. Verify reported trips being analyzed are correct. There are discrepancies in parking spaces between trip generation memo and the submitted Viking Electric Photometric Layout 76 document. 4. Regarding Required Permits a. Prior to any work affecting or on County highways or in County right of way (none currently proposed), the applicant shall coordinate plans with the County Engineer and obtain a Utility or Excavating/Filling/Grading Permit(s) from Carver County Public Works: (http://www.co.carver.mn.us/how-do-i/apply-for/a-permit). Final details of locations, grades, and profiles affecting County roads as well as any utility connections will need to be reviewed and approved prior to any permits. b. Any damages, modifications, or changes incurred on County highways from current or approved conditions will need to be remedied or updated at the development expense, including costs incurred by the County. These are the County’s comments at this time. If you have any questions or need further assistance, please contact the staff noted below: Jack Johansen Transportation Planner Carver County Public Works 952.466.5283 jjohansen@co.carver.mn.us Angie Stenson AICP Transportation Planning Manager Carver County Public Works 952.466.5273 astenson@co.carver.mn.us Whitney Schroeder, PE PTOE Traffic Engineer Carver County Public Works 952.254.6818 wschroeder@co.carver.mn.us 77 Metropolitan District Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 An equal opportunity employer MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 March 9, 2023 Bob Generous Senior Planner City of Chanhassen 7700 Market P.O. Box 147 Chanhassen, MN 55317 SUBJECT: MnDOT Review # P23-004 680 South West Village Drive SE Quad US 212 & MN 101/Great Plains Blvd 680 South West Village Drive Chanhassen, Carver County Dear Mr. Generous: Thank you for the opportunity to review the plat and associated plans for the 680 South West Village Drive development. MnDOT has reviewed the documents and has the following comments: Surveys: The Boundary Topographic Survey submitted with the plans shows State Truck Highway No. 312 on the top of the survey. It is actually Highway 212 and this should be corrected. Also the north westerly 40 feet has closed access to TH212 via graphic order 97709. Questions regarding this comment should be directed to Jordan Olson, MnDOT Surveys, jordan.olson@state.mn.us or telephone: 612-297-1168. Right-of-Way: MnDOT wants to advise the developer that when it conveyed the property a drainage easement was retained. It appears the trail may be going through the easement. There may also be a storm sewer that might be impacted. MnDOT has included a clip from Right-of-Way map 200-62D that shows details. Questions concerning this comment should be addressed to: Doug Nelson, MnDOT Right-of- Way, telephone: 651-234-7583 or douglas.nelson@state.mn.us. Pedestrian/Bicycle: MnDOT is pleased to see the developer is proposing connections to the trail network. Please be sure that the connections comply with the American with Disabilities Act (ADA) requirements including that all sidewalks are a minimum of four feet wide and that all pedestrian ramps are 78 MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 ADA compliant. The following links provide information about ADA standards and requirements: https://www.dot.state.mn.us/ada/pdf/mndot-ada-standards.pdf and https://www.dot.state.mn.us/ada/design.html. Curb ramps will need to be installed at all sidewalk points that transition to the parking lot. MnDOT encourages use of directional curb ramps. MnDOT also suggests construction a sidewalk on the north end of the property where there is an existing “goat path” from the intersection to the SW Transit station. This location is parallel to an existing trail. Area bicyclists and pedestrians are likely to be customers and workers in the co-working space. MnDOT encourages the developer to include racks for bicycle parking. In addition, the developer should consider parking lot crossing so that building users can access the facility safely from the sidewalk along MN 101. Please direct questions regarding these comments to Sara Dunlap, MnDOT Multimodal at 651- 234-7725 or sara.dunlap@state.mn.us. Permits: An Access permit will be required for the emergency access-although it may not be allowed. Any other use of, or work within or affecting, MnDOT right of way will require additional permits. Permits can be applied for at this site: https://olpa.dot.state.mn.us/OLPA/. Please upload a copy of this letter when applying for any permits. Please direct questions regarding permit requirements to Buck Craig of MnDOT’s Metro Permits Section at 651-775-0405 or Buck.Craig@state.mn.us. Review Submittal Options MnDOT’s goal is to complete reviews within 30 calendar days. Review materials received electronically can be processed more rapidly. Do not submit files via a cloud service or SharePoint link. In order of preference, review materials may be submitted as: 1. Email documents and plans in PDF format to metrodevreviews.dot@state.mn.us. Attachments may not exceed 20 megabytes per email. Documents can be zipped as well. If multiple emails are necessary, number each message. 2. PDF file(s) uploaded to MnDOT’s external shared internet workspace site at: https://mft.dot.state.mn.usmetrodevreviews.dot@state.mn.us. Contact MnDOT Planning development review staff at for uploading instructions, and send an email listing the file name(s) after the document(s) has/have been uploaded. If you have any questions concerning this review, please contact me at (651) 234-7797. Sincerely, 79 MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 Cameron Muhic Senior Planner Copy sent via E-Mail: Buck Craig, Permits Lance Schowalter, Design Jason Swenson, Water Resources Almin Ramic, Traffic Ryan Wilson, Area Manager Diane Langenbach, Area Engineer Mohamoud Mire, South Area Support Doug Nelson, Right-of-Way Michael Kowski, Maintenance Kimberly Zlimen, Transit John Zehnder, Multimodal Jed Hanson, Metropolitan Council Bethany Brandt-Sargent, Metropolitan Council 80 Southwest Village Design Standards 1 Adopted June 28, 2004 Amended June 12, 2006 Amended March 8, 2010 SOUTHWEST VILLAGE PUD DEVELOPMENT DESIGN STANDARDS a. Intent The purpose of this zone is to create a Mixed Use PUD including a Transit Oriented Development, Neighborhood Commercial and Residential. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive development. Each structure proposed for development shall proceed through site plan review based on the development standards outlined below. The Neighborhood Business District regulations shall apply to Lots 1 and 2, Block 1, except as modified by this ordinance. The R-16 District regulations shall apply to Outlot C, except as modified by this ordinance. b. Permitted Uses • The permitted uses in this zone should be limited to appropriate commercial and service uses consistent with meeting the daily needs of the neighborhood and the transit facility users. The uses shall be limited to those as defined herein. If there is a question as to whether or not a use meets the definition, the Community Development Director shall make that interpretation. The type of uses to be provided on these lots shall be low intensity neighborhood oriented retail and service establishments to meet daily needs of residents. Commercial and transit uses shall be limited to the area located north of the access point off of Highway 101. Residential uses shall be located south of the Highway 101 access. • Small to medium sized restaurant-not to exceed 8,000 square feet per building (no drive-thru windows) • Office • Day care • Neighborhood scale commercial up to 8,500 square feet per building footprint • convenience store without gas pumps • specialty retail (book store jewelry, Sporting Goods sale/rental, Retail Sales, Retail Shops, Apparel Sales, etc.) • Personal services (an establishment or place of business primarily engaged in providing individual services generally related to personal needs, such as a tailor shop, Shoe Repair, Self-service Laundry, Laundry Pick-up Station, Dry Cleaning, dance studios, etc). • Park-and-Ride not to exceed 800 spaces. • Residential High Density (8-16 units per acre) 81 Southwest Village Design Standards 2 c. Prohibited Ancillary Uses • Drive thru Windows • Outdoor storage and display of merchandise d. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Boundary Building and Parking Setback Lyman Boulevard 10 feet Highway 101 20 feet Highway 212 excluding transit shelters and ramps 20 feet Easterly Project Property Line 100 Feet Internal Project property lines 0 Feet Hard Surface Coverage 50 % Commercial and Transit Facility Hard Surface Coverage 70 % Maximum Residential Building/Structure Height 35 feet or 3 stories, whichever is less Maximum Commercial Building/Structure Height 1 story Maximum Park-and-Ride Ramp excluding the elevator shaft and stair well 35 feet or 3 stories, whichever is less e. Non Residential Building Materials and Design 1. The PUD requires that the development demonstrate a higher quality of architectural standards and site design. The intent is to create a neighborhood and transit friendly development. 2. All materials shall be of high quality and durable. Major exterior surfaces of all walls shall be face brick, stone, glass, stucco, architecturally treated concrete, cast in place panels, decorative block, or cedar siding. Color shall be introduced through colored block or panels and not painted block or brick. Bright, long, continuous bands are prohibited. 3. Block shall have a weathered face or be polished, fluted, or broken face. Exposed cement (“cinder”) blocks shall be prohibited. 4. Metal siding, gray concrete, curtain walls and similar materials will not be approved except as support material to one of the above materials, or as trim or as HVAC screen, and may not exceed more than 25 percent of a wall area. 82 Southwest Village Design Standards 3 5. All accessory structures shall be designed to be compatible with the primary structure. 6. All roof mounted equipment shall be screened by walls of compatible appearing material. Wood screen fences are prohibited. All exterior process machinery, tanks, etc., are to be fully screened by compatible materials. All mechanical equipment shall be screened with material compatible to the building. 7. The buildings shall have varied and interesting detailing. The use of large unadorned, concrete panels and concrete block, or a solid wall unrelieved by architectural detailing, such as change in materials, change in color, fenestrations, or other significant visual relief provided in a manner or at intervals in keeping with the size, mass, and scale of the wall and its views from public ways shall be prohibited. Acceptable materials will incorporate textured surfaces, exposed aggregate and/or other patterning. All walls shall be given added architectural interest through building design or appropriate landscaping. 8. There shall not be underdeveloped backsides of buildings. All elevations shall receive nearly equal treatment and visual qualities. 9. The materials and colors used for each building shall be selected in context with the adjacent building and provide for a harmonious integration with them. Extreme variations between buildings in terms of overall appearance, bulk and height, setbacks and colors shall be prohibited. f. Residential Standards 1. Building exterior material shall be a combination of fiber-cement siding, vinyl siding, stucco, or brick with support materials such as cedar shakes, brick and stone or approved equivalent materials as determined by the city. 2. Each unit shall utilize accent architectural features such as arched louvers, dormers, etc. 3. All units shall have access onto an interior private street. 4. All mechanical equipment shall be screened with material compatible to the building or landscaping. 5. A design palette shall be approved for the entire project. The palette shall include colors for siding, shakes, shutters, shingles, brick and stone. 6. All foundation walls shall be screened by landscaping or retaining walls. 83 Southwest Village Design Standards 4 g. Site Landscaping and Screening The intent of this section is to improve the appearance of vehicular use areas and property abutting public rights-of-way; to require buffering between different land uses; and to protect, preserve and promote the aesthetic appeal, character and value of the surrounding neighborhoods; to promote public health and safety through the reduction of noise pollution, air pollution, visual pollution and glare. 1. The landscaping standards shall provide for screening for visual impacts associated with a given use, including but not limited to, truck loading areas, trash storage, parking lots, Large unadorned building massing, etc. 2. Each lot for development shall submit a separate landscaping plan as a part of the site plan review process. 3. All open spaces and non-parking lot surfaces, except for plaza areas, shall be landscaped, rockscaped, or covered with plantings and/or lawn material. Tree wells shall be included in pedestrian areas and plazas. 4. Undulating berms, north of Lyman Boulevard and east of Highway 101 shall be sodded or seeded at the conclusion of grading and utility construction. The required buffer landscaping may be installed where it is deemed necessary to screen any proposed development. All required boulevard landscaping shall be sodded. 5. Loading areas shall be screened from public right-of-ways. Wing walls may be required where deemed appropriate. 6. Native species shall be incorporated into site landscaping, whenever possible. h. Street Furnishings Benches, kiosks, trash receptacles, planters and other street furnishings should be of design and materials consistent with the character of the area. Wherever possible, street furnishings should be consolidated to avoid visual clutter and facilitate pedestrian movement. i. Signage The intent of this section is to establish an effective means of communication in the development, maintain and enhance the aesthetic environment and the business’s ability to attract sources of economic development and growth, to improve pedestrian and traffic safety, to minimize the possible adverse effect of signs on nearby public and private property, and to enable the fair and consistent enforcement of these sign regulations. It is the intent of this section, to promote the health, safety, general welfare, 84 Southwest Village Design Standards 5 aesthetics, and image of the community by regulating signs that are intended to communicate to the public, and to use signs which meet the city's goals: (1) Establish standards which permit businesses a reasonable and equitable opportunity to advertise their name and service; (2) Preserve and promote civic beauty, and prohibit signs which detract from this objective because of size, shape, height, location, condition, cluttering or illumination; (3) Ensure that signs do not create safety hazards; (4) Ensure that signs are designed, constructed, installed and maintained in a manner that does not adversely impact public safety or unduly distract motorists; (5) Preserve and protect property values; (6) Ensure signs that are in proportion to the scale of, and are architecturally compatible with, the principal structures; (7) Limit temporary commercial signs and advertising displays which provide an opportunity for grand opening and occasional sales events while restricting signs which create continuous visual clutter and hazards at public right-of-way intersections. 1. Project Identification Sign: Two project identification signs shall be permitted for the development at the entrance off of Highway 101. The total area of both Project identification signs shall not exceed 80 square feet in sign display area nor be greater than eight feet in height. The sign shall be setback a minimum of 10 feet from the property line. 2. Monument Sign: One monument sign shall be permitted at the entrance to the development off of Lyman Boulevard. This sign shall not exceed 24 square feet in sign display area nor be greater than five feet in height. The sign shall be setback a minimum of 10 feet from the property line. 3. Wall Signs: a. The location of letters and logos shall be restricted to the approved building sign bands, the tops of which shall not extend greater than 20 feet above the ground. The letters and logos shall be restricted to a maximum of 30 inches in height. All individual letters and logos comprising each sign shall be constructed of wood, metal, or translucent facing. b. Illuminated signs that can be viewed from neighborhoods outside the PUD site, are prohibited. 85 Southwest Village Design Standards 6 c. Tenant signage shall consist of store identification only. Copy is restricted to the tenant’s proper name and major product or service offered. Corporate logos, emblems and similar identifying devices are permitted provided they are confined within the signage band and do not occupy more than 15% of the sign area unless the logo is the sign. d. Signs along the sides of the retail buildings are prohibited unless the actual entrance into a tenant’s space is located at the side of the building. e. Wall-mounted signs along Highway 101 shall be limited to either above the storefront windows when a shared entry configuration exists, and for an unshared configuration, the signage shall be located above the entry or above the tenant’s specific storefront windows, but not both. f. On the east elevation, signage shall be permitted above the storefront only as well as small-scale pedestrian level decorative signage, perpendicular to the wall (projecting signs). The size of the sign shall not exceed 9 square feet. g. A “SW” logo on the elevator shaft of the parking ramp building shall be permitted. The size of the logo shall not exceed a 4 foot diameter along the north elevation. This logo may be back lit. h. A “SouthWest Transit” with a “SW” logo not to exceed a 4-foot diameter along the west elevation shall be permitted. This sign may be back lit. i. A “SouthWest Transit” sign with letters 36 inches high shall be permitted along the south elevation. This sign may not be illuminated. 4. Festive Flags/Banners a. Flags and banners shall be permitted on approved standards attached to the building facade and on standards attached to pedestrian area lighting. b. Flags and banners shall be constructed of fabric or vinyl. c. Banners shall not contain advertising for individual users, businesses, services, or products. 86 Southwest Village Design Standards 7 d. Flags and banners shall project from buildings a maximum of two feet. e. Flags and banners shall have a maximum area of 10 square feet. f. Flags and banners which are torn or excessively worn shall be removed at the request of the city. 5. Building Directory a. In multi-tenant buildings, one building directory sign may be permitted. The directory sign shall not exceed eight square feet. 6. Directional Signs a. On-premises signs shall not be larger than four (4) square feet. The maximum height of the sign shall not exceed five (5) feet from the ground. The placement of directional signs on the property shall be so located such that the sign does not adversely affect adjacent properties (including site lines or confusion of adjoining ingress or egress) or the general appearance of the site from public rights-of-way. No more than four (4) signs shall be allowed per lot. The city council may allow additional signs in situations where access is confusing or traffic safety could be jeopardized. b. Off-premises signs shall be allowed only in situations where access is confusing and traffic safety could be jeopardized or traffic could be inappropriately routed through residential streets. The size of the sign shall be no larger than what is needed to effectively view the sign from the roadway and shall be approved by the city council. c. Bench signs are prohibited except at transit stops as authorized by the local transit authority. d. Signs and Graphics. Wherever possible, traffic control, directional and other public signs should be consolidated and grouped with other street fixtures and furnishings to reduce visual clutter and to facilitate vehicular and pedestrian movement. A system of directional signs should also be established to direct traffic within the commercial area and away from residential areas. 87 Southwest Village Design Standards 8 7. Prohibited Signs: • Individual lots are not permitted low profile ground business sign. • Pylon signs are prohibited. • Back lit awnings are prohibited. • Window Signs are prohibited except for company logo/symbol and not the name. Such logo shall not exceed 10% of a window area • Menu Signs are prohibited. 8. Sign Design and permit requirements: a. The sign treatment is an element of the architecture and thus should reflect the quality of the development. The signs should be consistent in color, size, and material and height throughout the development. A common theme will be introduced at the development's entrance monument and will be used throughout. b. All signs require a separate sign permit. c. Wall business signs shall comply with the city’s sign ordinance for the Neighborhood business district for determination of maximum sign area. Wall signs may be permitted on the “street” front and primary parking lot front of each building. j. Lighting 1. Lighting for the interior of the development shall be consistent throughout the development. High pressure sodium vapor lamps or LED with decorative natural colored pole shall be used throughout the development parking lot area for lighting. Decorative, pedestrian scale lighting shall be used in plaza and sidewalk areas and may be used in parking lot areas. 2. Light fixtures should be kept to a pedestrian scale (12 to 18 feet). Street light fixtures should accommodate vertical banners for use in identifying the commercial area. The fixtures shall conform with (Figure 36 – Chanhassen Lighting Unit Design). 88 Southwest Village Design Standards 9 3. All light fixtures shall be shielded. Light level for site lighting shall be no more than 1/2 candle at the project perimeter property line. This does not apply to street lighting. 4. Lighting for parking areas shall minimize the use of lights on pole standards in the parking area. Rather, emphasis should be placed on building lights and poles located in close proximity to buildings. k. Non Residential Parking 1. Parking shall be provided based on the shared use of parking areas whenever possible. Cross access easements and the joint use of parking facilities shall be protected by a recorded instrument acceptable to the city. 2. The development shall be treated as an integrated shopping center and provide a minimum of one space per 200 square feet of commercial/retail area. The office/personal service component shall be treated as an integrated office building and provide 4.5 space per 1,000 square feet for the first 49,999 square feet, four per thousand square feet for the second 50,000 square feet, and 3.5 per thousand square feet thereafter. l. Residential Parking shall comply with city code requirements. G:\PLAN\PUD Design Standards\SouthWest Village PUD Agreement.doc 89 90 91 92 93