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090517 PlanningX'18:ind 1. CALL TO ORDER 2. ROLL CALL 3. CONSENT BUSINESS PLANNING COMMISSION MEETING City Hall, 4401 Xylon Avenue North Tuesday, September 5, 2017 7:00 p.m. 4. PUBLIC HEARING 4.1 PC 17-09, request for a Conditional Use Permit for Planned Unit Development for the construction of a gas station and detached car wash located at 7201 Bass Lake Rd, Robbins Properties 1, LLC, petitioner. 4.2 PC 17-11, request for a Conditional Use Permit to allow bus loading and unloading in the public right-of-way at 8525 62nd Avenue North, Meadow Lake Elementary, petitioner. 5. COMMITTEE REPORTS 5.1 Design and Review Committee - next meeting tentatively September 14, 2017 5.2 Codes and Standards Committee - next meeting? 6. NEW BUSINESS 7. OLD BUSINESS 7.1 Approve August 2, 2017, Planning Commission Minutes. 8, ANNOUNCEMENTS 9. ADJOURNMENT Petitioner must be in attendance at the meeting PLANNING CASE REPORT City of New Hope Meeting Date: September 5, 2017 Report Date: September 1, 2017 Planning Case: 17-09 Petitioner: Chris Robbins Address: 7201 Bass Lake Road Project Name: Bass Lake Road Gas Station Car Wash Project Description: Redevelopment of the property located at 7201 Bass Lake Road. The current commercial building on the site will be removed and replaced with a gas station and detached car wash. 1. Type of Planning Request A. Site Plan Review B. Conditional Use Permit for PUD, Planned Unit Development II. Zoning Code References Section(s) 4-35 Administration — Site Plan Review 4-34 Administration — PUD, Planned Unit Development III. Property Specifications Zoning: CB — Community Business District Location: 7201 Bass Lake Road Adjacent Land Uses: City of Crystal, residential the north. CB, Community Business District to the East. City of Crystal, school to the West. R-2 Single/Two Family Residential, and R-3, Medium Density Residential to the South. Site Area: 1.6 acres, 69,549 sq/ft. Lot Area Ratio: Green Space: 14.2% Planning District: Planning District 6. The Comprehensive Plan promotes enhancement and redevelopment of commercial sites along Bass Lake Road. IV. Background Summary The applicant wishes to redevelop the site located at 7201 Bass Lake Road by removing all existing site improvements and constructing a 5,060 S.F. gas station and convenience store, and a 3,780 S.F. detached car wash. The proposed uses are permitted within the CB Zoning District, however, to Planning Case Report 17-09 Page 1 9/5/17 accommodate the request for two principle buildings on a single lot, a Planned Unit Development is required. Therefore, the applicant is requesting a Conditional Use Permit (CUP) for Planned Unit Development (PUD) as a means of allowing two principle uses on one lot. The CUP for PUD will also allow for flexibility in setbacks and other site design elements that are unique to the site and this proposal. The applicant and his family have owned and operated gas stations, convenience stores, and car wash facilities within the Twin Cities market for over 50 years. Despite their knowledge of the business, [he project proposed in New Hope will provide opportunities to learn something new, as the plans include several innovative environmentally friendly elements. Highlights of the environmentally sensitive design components include the following: • Stormwater collection system that retains all rainwater onsite to be used as water for the car wash. Filtration system that recycles the water used in the car wash for reuse. Integrated solar panel roof system for the gas canopy that is estimated to supply 50% of the electricity required to run the convenience store. Zoning Analysis 1. Setbacks The property is zoned Cb, Cornmunity Business District. The setback requirements for commercial buildings located in this zoning district are as follows. - Building ollows: Buildin Setbacks Required Proposed Compliant Convenience Store 5 feet 5.5 feet Yes Front EastNllest 10 feet 18 feet/146 feet Yes Side Interior South 20 feet 5 feet No Side Street North 20 feet 124 feet Yes `Canopy Front East/West 10 feet 30 feet/155 feet Yes Side Interior South 20 feet 105 feet Yes Side Street North 20 feet 40 feet Yes Car Wash Front East/West 10 feet 60 feet/223 feet Yes Side Interior South 10 feet 33 feet Yes Side Street (North) 20 feet 40 feet Yes Parking Setbacks Required Proposed Compliant North 5 feet 5.5 feet Yes South 5 feet 5.5 feet Yes East 5 feet 0 No West 5 feet 0 No Planning Case Report 17-09 Page 2 9/5/17 Through the PUD, the applicant is requesting tlexibility from. building side yard setbacks on the south side of the lot, and the parking setbacks along the east and west easement lines. In review of these flexibilities, staff offers the following comments of support: 1. The convenience store's five-foot setback from the south lot line places the building as a screen for the gas canopy operations. The building is taller than the screen fence and provides additional protection from light and noise from the gas sales area. 2. The proposed store location provides space for vehicle movement in and around the gas canopy. 3. The rear of the store will be screened by a seven -foot fence. The applicant is proposing a concrete valley gutter along the back of the store to direct drainage away from the neighboring property. 4. The store location, valley gutter, and fence will all aid in keeping this area of the site from becoming an unsightly storage area, free from weeds or other nuisance concerns. The applicant is requesting PUD setback flexibility from the east and west street easement lines. They have requested a zero parking setback. In review of this requested flexibility, staff offers the following comments: 1. This site is unique in that the streets (both Nevada and Maryland avenues) exist as easements rather than dedicated rights-of-way. As such, the easement remains part of the lot. 2. The zero setback allows for the needed truck turning movements around the gas canopy. 3. The car wash vacuum area is three feet from the street easement line. Staff recommends that the vacuum area be shifted two feet east, toward the car wash, in order to provide the five-foot parking setback. 4. The reduced parking lot setbacks require parking lot landscaping to be placed within the street easements. To allow this to occur, the applicant must enter into an easement agreement that requires these landscape plantings be replaced by the property owner if the City or utility requires the removal to access the easement for street or utility work. This agreement must be recorded against the property and run with the title. The applicant has provided a letter from the City of Crystal allowing landscaping in the Maryland Avenue easement. 2. Gas Canopy Per New Hope City Code, the canopy shall not exceed 20 feet in height, and shall provide , minium of 15 feet of clearance between the travel surface and bottom of the canopy. The canopy fagade shall not exceed three feet in height. Planning Case Report 17-09 Page 3 9/5/17 The proposed canopy will be constructed of solar panels, and has a unique design to maximize its solar access. Plan A3.2 shows the elevations of the canopy in a slanted roof design to provide greatest solar exposure to the south. This unique circumstance results in the canopy exceeding the 20 -foot height standard (26 feet maximum) on the north edge. The PUD will allow the City to grant canopy height flexibility to accommodate the unique energy efficient design. The canopy meets the minimum clearance and canopy facade standards. Canopy lighting shall control glare. Past canopy approvals required lighting to be recessed into the canopy with no exposed light source below the canopy. The canopy photographs indicate an exposed light source below the canopy. In granting flexibility to the canopy height and design, City staff is requiring all canopy lights to be 90 -degree cutoff lights with no exposed light source to insure down lighting. The applicant shall provide cut sheets and a revised canopy design that shows this requirement is satisfied. The business will utilize a public address system with the gas pumps for customer notification. This system will have controls for noise levels to be maintained to City standards. 3. Building Design Plan set AM illustrates the building elevations. The predominant exterior materials for the convenience store are rock face, block, and brick. The exterior finishes comply with the New Hope Design Guidelines related to materials, window placement, entries, and the use of canopy accents. The applicant must provide additional details as follows: 1. Location and screening of all ground -mounted or roof -mounted mechanical equipment. The siting of mechanical equipment must be away from the south property line to reduce nuisance issues. Car washes are allowed in the CB District by conditional use permit provided they meet the following compatibility design standard: 1. Compatibility. The architectural appearance and functional plan of the building and site shall not be as dissimilar to the existing buildings or area as to cause impairment in property values or constitute a blighting influence within a reasonable distance of the lot. As shown on Plan AM, the car wash architecture is very dissimilar to other buildings in New Hope and moves away from the New Hope Commercial Design Guidelines. The proposed car wash building is intended to draw attention to the site with its bold colors and unique building configuration. The applicant is requesting flexibility from the New Hope building guidelines through the CUP/PUD. In review of the building against City guidelines, the building does comply in the following areas: • The building provides distinct bottom, middle, and top through changes in materials, color, and structure design. Planning Case Report 17-09 Page 4 9/5/17 . The building is divided into distinct modules through building configuration and changes in materials. • The east and west elevations provide window design that meets the City guidelines. * The north and south elevations have unique round doors. • The curved roof design establishes building individuality and interest in the building. No rooftop equipment has been identified. The following design standard flexibilities are being requested: a. The New Hope Design Guidelines suggest using colors to accent or complement the primary colors. Principal buildings should consist of subtle, neutral, and muted colors (browns, tans, greys, dark or muted greens). The proposed car wash's primary color will be bright red, using black and various greys as the accent colors. b. The proposed exterior materials of the car wash consist of split rock -face block base with the balance of the building fagade comprised of metal panels, windows, doors, and an acrylic roof system. The design flexibilities will be unique to this building. Staff believes that the opportunity to redevelop the site in question provides benefits that allow consideration of the PUD flexibilities. 4. Additional Car Wash Criteria Stacking. Stacking space is constructed, with screening, to accommodate the number of vehicles which can be washed during a maximum 30 -minute period, and shall be subject to the approval of the City. The site plan shows two lanes for stacking that merge as the drive lane curves east. Stacking before the merge accommodates six cars with four more stacking spaces between the merge and the car wash entrance. This stacking is adequate. Surfacing/Drainage. The drive lanes and parking areas all meet the City standards for curbing and paving. The City Engineer shall review and approve all drainage and stormwater management. Access. Site access is available from both Nevada Avenue and Bass Lake Road. The site design provides for appropriate on-site circulation and a segregated stacking for the car wash. Noise. The car wash building is oriented to the north to divert noise from the blower toward Bass Lake Road, away from the residential properties to the south. The site plan provides a vacuum area to the east side of the car wash. The applicant must provide Planning Case Report 17-09 Page 5 9/5/17 information on the vacuum equipment and noise levels to reduce concerns for the residential lots to the south. Vacuum Area. The vacuum area to the east of the car wash must address: a. Screening of the stalls from Maryland Avenue. b. Trash receptacles for the vacuum station. C. Location and design of mechanical equipment related to the vacuum area. d. Signage for vacuum operations. The applicant's revised plan includes landscape screening along the east side of the vacuum area. A line of Technito Arborvitae, along with Maple shade trees, are proposed. The plant size at installation must be a minimum of 30 inches. The selected Arborvitae will reach a maturity size of six to eight feet in height and three to four feet in width. The applicant has provided documentation that the City of Crystal has granted permission to plant within their easement. 5. Propane Sales The site plan and narrative proposes propane sales to be located at the northwest corner of the convenience store. Propane sales accessory to gas sales is allowed in the CB District by administrative permit provided the following conditions are met: Tank location. Storage tanks shall not be located within the required front yard. Tanks shall be located not less than 25 feet from any other property line. Comment: The proposed tank and cabinet meets the setback and location requirements. 2. Open area. Storage tanks shall be surrounded by 25 feet of open area. Storage of any kind is prohibited in said open area, except equipment incidental to the storage tank. Approved parking areas must be setback ten feet from any storage tank. Comment: The applicant is proposing an underground storage tank. In this regard, the tank must comply with all Building and Fire Code requirements. The cabinet fill station is exempt from this setback. The new plan shows a propane exchange structure located over the tank. This storage structure must meet Fire and Building Code requirements for tank clearance. 3. Setback from building. Storage tanks shall be setback from existing structures, as outlined in the International Fire Code, based on tank size. Comment: See Item #2 above. 4. Circulation. Storage tanks shall not interfere with the site circulation including, but not limited to, parking, driveways, and curb cuts and loading areas. Planning Case Report 17-09 Page 6 9/5/17 Comment: The site plan shows an underground tank. The cabinet location should not interfere with on-site traffic movements. Bollards are being installed at each corner of the fill station cabinet. 5. Screening. Storage tanks shall be screened from view from public rights-of-way and adjacent properties. Screening must be constructed in such a way as to permit access by emergency vehicles and avoid interference with firefighting on the site. Comment: The Iandscape plan provides landscaping at the perimeter of the site within the adjoining street easements. The proposed cabinet will be visible from the adjoining streets due to its height and color. 6. Valves. All filling valves of the storage tanks shall be enclosed and have locking devices and be locked when not in use. Comment: The cabinet will provide a locked access to the fill station accessible by only the store employees. 7. Tank access. Storage sites shall be accessible by service, customer, and emergency vehicles. Access shall accommodate vehicles with a 30 -foot wheelbase. Comment: The applicant has moved the fill port to the west side of the propane tank. This allows the fill vehicle to locate on the west side of the convenience store. This area can accommodate a 30 -foot vehicle and meets Code. 8. Warning signage. A warning sign shall be required for every tank and shall be placed in a conspicuous location directly on the tank indicating a supplier's name, address, phone number, that highly dangerous and flammable material is stored therein and that no smoking requirements must be observed or a sufficient warning to that affect. Said signage may not exceed four square feet, nor may it be used for advertising purposes. Comment: A photograph included with narrative identifies the operational and warning signage associated with the fill station cabinet. This sign shall not exceed four square feet. 9. Tank size. Storage tanks shall not exceed 1,000 -gallon water capacity. Comment: The applicant's underground tank will not exceed 1,000 gallons. 6. Outdoor Sales Limited accessory outdoor sales are permitted by conditional use permit provided the following conditions listed below are met. The applicant has identified areas along the front and side of the convenience store and near the gas pumps for sales display areas. These areas may include, but are not limited to Redbox DVD rental, ice chest, firewood, or softener salt. Area limit. Outside services, sales and equipment rental connected with the principal use is limited to 30 percent of the gross floor area of the principal use. Planning Case Report 17-09 Page 7 9/5/17 Comment: The outdoor sales would be accessory to the convenience store, which has a floor area of 5,060 square feet. This building size allows for 1,518 square feet of outdoor sales display area. The site plan shows storage areas of approximately 450 square feet, well below the allowed standard. In approving the conditional use, the City is approving the applicant's proposed location, site, and configuration. The sidewalk in front of the building is 7 feet, 8 inches in width. The sales area on the front sidewalk is three feet, leaving a 4 foot, 8 -inch unencumbered pedestrian walkway. Sales displays cannot further encroach into this sidewalk. 2. Screened from residential. Outside sales areas are fenced or screened from view of neighboring residential uses or an abutting 'R" district in compliance with subsection 4- 3(d)(3) of this Code. Comment: The sales display areas are screened from the residential land use to the south by the convenience store building and a seven -foot tall boundary line fence. 3. Lighting shielded. All lighting shall be hooded and so directed that the light source shall not be visible from the public right-of-way or from neighboring residences and shall be in compliance with subsection 4-3(d)(5) of this Code. Comment: Lighting will be addressed later in this report. 4. Surfacing. Sales area is grassed or surfaced to control dust, mud and to provide a clean, attractive, and usable surface. Comment: All proposed sale display areas are located on paved or concrete surfaces. This condition is met. 5. Parking. Does not take up parking space required for conformity to this Code. Comment: Outdoor sales displays are located outside of required parking areas. 7. Trash Enclosure The site plan places the trash enclosure on the west side of the convenience store. At this location, the trash enclosure will be visible from Nevada Avenue. The following standards must be met for commercial trash enclosures: 1. Trash enclosures located forward of the principal building must meet all of the setback requirements for the principal building. Comment: The trash enclosure is located in the property's front yard, which requires a 10 - foot setback. The proposed trash enclosure maintains an 18 -foot setback from the Nevada Avenue street easement. The trash enclosure aligns with the south wall of the convenience store, which fails to meet the 20 -foot side yard setback. The applicant is pursuing setback flexibility through the CUP/PUD. Planning Case Report 17-09 Page 8 915117 2. Trash enclosures located in the rear or side yards shall meet all applicable accessory building setback requirements. Comment: Not applicable. 3. Trash enclosures for waste containers must fully screen the containers from view from adjacent properties and the public right-of-way. Comment: The applicant's landscape plan L1.01 provides landscaping within the Nevada Avenue street easement. Landscaping and screening comments will be provided later in this report. 4. Trash enclosures must be constructed with walls of architectural elements (type, quality, and appearance) similar to the principal structure. Comment: The trash enclosure's elevation, shown in Plan A3.2, meets City design standards. The trash enclosure will have a CMU base and brick walls, matching the convenience store. 5. Trash enclosures shall be located in an accessible location for pick-up vehicles. Comment: The site design provides maneuvering area for garbage pick-up. In light of the trash enclosure's proximity to the residential property to the south, staff recommends scheduling garbage collection during daytime business hours to avoid noise nuisance issues for the adjoining residents. This may also be applicable to the time that employees deposit garbage into the dumpster. 8. Fencing and LandscaRing In review of the landscaping plan, the following comments are offered: 1. Most of the perimeter site landscaping lies within established street easements. To allow the plantings, as part of the CUP/PUD, the applicant must enter into an easement encroachment agreement that requires the property owner to replace any and all plantings per the landscape plan if the existing plantings must be removed for street or utility work within the easement. The agreement must be recorded and run with the property. 2. The east vacuum area must be screened from Maryland Avenue. The revised landscape plan has addressed this issue. 3. All plantings in the street easement shall be reviewed and approved by the City Forester and Public Works for size and snow storage tolerance. Some species have significant maturity height as follows: • Broadmoor Juniper 4-6 feet • Compact Burning Bush 6-8 feet 4. Plantings within the traffic visibility triangle must be low -growing and not exceed two feet in height. Planning Case Report 17-09 Page 9 9/5/17 5. Additional landscaping must be added to the north side of the car wash and the northeast corner of the site. 6. The landscape plan illustrates that the landscaped areas will be irrigated. 7. A seven -foot tall screen fence is proposed along the entire length of the south lot line. This fence design is acceptable. 8. Lot coverage and the landscape pian does not afford any snow storage on the site. The street easements must be reserved for clearing snow from the public streets. The applicant must provide for a snow removal plan. 9. Parking and Access Based on City standards, the 5,060 square foot convenience store requires the following parking: 5,060 square feet X .9 = 4,554 square feet / 200 = 23 stalls The site plan shows 16 parking stalls. In past approvals of gas sales, the City allowed parking at the gas pumps. This provides 10 additional parking spaces, for 26 parking stalls. The car wash is automated and is managed by the convenience store staff, and as such, no additional parking is required for the car wash. Between the striped parking and the gas pumps, the site provides adequate parking. All the striped stalls have a 9 -foot by 18 -foot dimension, meeting City standards. All parking and driveways meet City standards for curbing, paving, and striping. The County has expressed reservations of shifting the access point on Bass Lake Road to the west by 20 feet, as they prefer to eliminate access from County roads when possible. The County uses guidelines that encourage the restriction of access points to no more than one curb cut every 300 feet along County roadways. Upon review of the proposed site plan, the County initially requested either the removal of the Bass Lake Road access, or to keep the access in its current location, as it would be grandfathered in. When staff informed the County that a shift of the Bass Lake Road access to the west by 20 feet is integral to the maneuvering of large vehicles through the site, and necessary for a successful project, the County agreed to the shift, as long as the access was restricted to traffic entering the property. This would force all traffic to exit the property on the residential side streets. After a series of negotiations, it was determined that the County will allow the Bass Lake Road access to be shifted to the west as proposed by the applicant, with both ingress and egress configurations. The proposed Bass Lake road curb cut is 32 feet wide. Curb cuts wider than 26 feet require approval of the City Engineer. The site plan also shows access curb cuts off Nevada Avenue and Maryland Avenue. The curb cuts onto both Nevada and Maryland meet City standards. New Hope shares Maryland Avenue with the City of Crystal. As such, the access onto Maryland Avenue has been reviewed and approved by Crystal planning and engineering staff. A copy of their comments is attached. Planning Case Report 17-09 Page 10 9/5/17 10. Loading and Deliveries The applicant's Plan C3.03 illustrates proposed loading zones and stacking. In review of this plan, staff offers the following comments: 1. The parking on the west side of the building shall be designated for employee parking to avoid customer -parking conflicts with garbage pickup. Staff recommends daytime business hours for garbage pick-up to avoid noise nuisance issues for the residential property to the south. 2. The propane fill port has been moved to the west side of the building to eliminate conflicts with customer parking. 3. The loading zones for store deliveries and gas deliveries are located north of the gas canopy. Plan C3.02 shows that the drive aisles provide sufficient widths for on-site maneuvering. Store deliveries will compete with traffic around the gas pumps. This may be inconvenient and result in a different off-loading pattern. 11. Pedestrian Access The applicant is proposing to extend the five-foot sidewalk along Nevada Avenue from Bass Lake Road to the front of the convenience store. Private sidewalks and crosswalks will be extended to the storefront sidewalk. 1. Located in the Nevada Avenue easement, this will be a public sidewalk and must meet the City standards for sidewalk design. A sidewalk detail shall be required for approval by the City Engineer. 12. Bicycle Parking The City requires new commercial development in the CB District to provide bicycle parking. A 5,060 square foot building must provide four bicycle parking spaces. The applicant has identified the location of the bicycle parking and must provide a plan detail of the proposed bicycle racks for City approval. 13. Lighting Plan X1.01 is the site lighting plan. In review of this plan, we offer the following comments: 1. The plan does not identity light fixtures FF or GG. 2. The light levels at the south lot line have been reduced to 0.4 -foot candles to meet the maximum at the lot line. 3. The car wash vacuum area light levels have been reduced in intensity from the original photometric plan. The proposed light levels range from 3.2 to 0.9 -foot candles, which is acceptable. Planning Case Report 17-09 Page 11 9/5/17 4. The canopy lighting Type AA is 90 degree cut off lighting, however, the canopy flair may result in exposed light sources (see the canopy photographs). The applicant must provide a description of the canopy lighting installation. 14. Sl- -%ge The exterior elevations include details on proposed signage. This represents a comprehensive sign plan for the site and will include business identification sign, directional signs, and gas pricing and operational instructions. All wall, canopy, and freestanding signs will require a sign and building permit prior to their installation. The following signs are identified: Size Compliance Convenience Store Wall Sin north 60 square feet Yes Wall Sin east 32 square feet Yes Car Wash Wail Sin west 18 square feet Yes Wall Sin east 18 square feet Yes Directional Sin south entry) 9 square feet No' Directional Sin north exit 6 square feet No' Canopy Sign East Elevation 18 square feet Noe West Elevation 18 square feet Noe North Elevation 33 s uare feet Noe Freestanding Sign Height 18.75 feet Yes Area 100 s uare feet Yes 1 Directional signs are limited to two square feet by Sign Code. In review of the car wash signage, the proposed wall signs are far below the area requirements. In this regard, the proposed car wash entry and exit signs are viewed as acceptable. 2 Canopy signs are limited to 16 square feet. The proposed signs exceed this standard. Gas sales are also allowed 16 square foot signs for gas pricing. The applicant will be held to the City standards. The freestanding sign includes an electronic changeable message sign. This sign shall be required to meet all the design and operation requirements of the City for electronic changeable copy signs. Planning Case Report 17-09 Page 12 915117 The freestanding sign in the northwest corner of the site has been placed in the traffic visibility triangle. Staff recommends relocating this sign to the northeast corner of the site and be required to meet sign setbacks from the easement edges. 15. Storm Water and Grading There will be an extensive re -grading of the site in preparation of the anticipated storm water improvements. The storm water retention system proposed for this project is unique, as it is designed to capture nearly 100% of rain that falls on the site. Storm water will be stored in underground tanks and filtered for use in the car wash. The water used in the operations of the car wash will be collected, filtered, cleaned, and re -used in the car wash. The car wash is designed to be self-sufficient when it comes to water usage, and rely solely on rainwater to meet its demand. The City Engineer will complete a full review of the design for this system before final approval. B. Zoning Code Criteria 1. Site plan review Modification of or additions or enlargements to a building, or buildings, accessory site improvements, and/or land features of a parcel of land that result in the need for additional parking or increase the gross floor area of the building by 25 percent or more require site plan review. Criteria. In making recommendations and decisions upon site and building plan review applications, the staff, planning commission and city council shall consider the compliance of such plans with the following standards: (a) Consistency with the various elements and objectives of the city's long-range plans, including, but not limited to, the comprehensive plan. Findings. The City's long-range plan is for continued redevelopment, expansion, renovation, and development within in the city. Planning District 6 calls for an aggressive strategy for enhancing the commercial character along Bass Lake Road. This project will serve to enhance the commercial charter of the Bass Lake Road corridor. (b) Consistency with the purposes of this Code. Findings. The proposal is generally consistent with the purposes of the Code, with exception of the PUD flexibilities requested pertaining to setbacks. (c) Preservation of the site in its natural state, insofar as practicable, by minimizing tree and soil removal, and designing any grade changes so as to be in keeping with the general appearance of neighboring developed or developing areas. Planning Case Report 17-09 Page 13 9/5/17 Findings. Preservation of the existing site conditions is not desirable as the current site improvements are in poor condition, and have suffered from a lack of routine maintenance related to the foreclosure of the property. The proposed project will improve the site in total by cleaning up and replacing the landscaped areas, pavement, and building that have been neglected. The designed grade changes that are proposed will not change the appearance of the site from adjacent properties. The proposed site improvements will keep with, and compliment the general appearance of the immediate area. (d) Creation of a harmonious relationship of buildings and open spaces with the terrain and with existing and future buildings having a visual relationship to the proposed development. Findings. Staff believes the proposal for site and building improvements is adequate and will be of a harmonious nature. The size and configuration of the lot limit the possible layout options for the proposed project. (e) Creation of a functional and harmonious design for structures and site features including: 1. Creation of an internal sense of order for the various functions and buildings on the site and provision of a desirable environment for occupants, visitors, and the general community. Findings. Staff finds that the applicant has created a good internal sense of order on the site. The proposed site plan delivers a desirable environment for occupants, visitors and the general community. 2. Appropriateness of the amount and arrangement of open space and landscaping to the design and function of the development. Findin&s. The arrangement and amount of open space and landscaping are appropriate given the design and function of the proposed development. 3. Appropriateness of the materials, textures, colors, and details of construction as an expression of the design concept of the project and the compatibility of the same with the adjacent and neighboring structures and functions. Findings. Staff finds the proposed building materials, textures, and construction details to be appropriate and compatible with neighboring structures. 4. Adequacy of vehicular, cycling 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, cycling and vehicular traffic and arrangement and amount of parking so as to be safe, convenient and, insofar as Planning Case Report 17-09 Page 14 9/5/17 practical, compatible with the design of proposed buildings, structures and neighboring properties. Findings. The proposed site plan provides for adequate vehicular and pedestrian circulation. The proposed access points to public streets are adequate in both number and size. The arrangement and amount of parking that has been provided is adequate insofar as practical given the size and configuration limitations of the site. 5. Creation of an energy -conserving design through design, location, orientation and elevation of structures, the use and location of glass in structures, and the use of landscape materials and site grading. Findings. All construction activity will comply with current building code standards that relate to energy efficiency. The storm water management system is designed to capture nearly all rainwater that falls on the site for use in the operations of the car wash. The water used in the car wash will be recycled for reuse in the car wash. The solar panels that are integrated into the gas canopy are projected to generate 50 percent of the electricity necessary for the operations of the convenience store. 6. Protection of adjacent and neighboring properties through reasonable provisions for such matters as 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. Findings. The proposed grading and drainage plan will improve storm water management on the site by capturing nearly all run-off for reuse in the car wash operations. The proposed project will not interfere with the views or limit access to light and air of adjacent properties. The site layout has been designed to limit the impacts of noise on surrounding properties by orienting the car wash exit to the north towards Bass Lake Road and, away from the nearest residential property. The applicant has secured a noise study for the car wash dryers that illustrates compliance with the City's noise ordinance. The proposed placement of the convenience stare building provides a buffer between the operations of the gas station and residential properties to the south. The site plan provides a seven -foot tall screening fence between the subject property and all adjoining residential properties. The landscaping plan provides adequate screening at the perimeter of the site. The proposed hours of operation for the car wash and convenience store will limit nighttime operations as the car wash will close at 10 p.m., and the convenience store will close at 12:00 a.m. 2. Conditional Use Permit for Planned Unit Development This section is intended to introduce flexibility of site design and architecture for the conservation of land and open space through clustering of lots, buildings, and activities, which promote the goals, outlined in the comprehensive plan or serve another public Planning Case Report 17-09 Page 15 9/5/17 purpose. It is further intended that planned unit developments are to be characterized by central management, integrated planning and architecture, joint and common use and maintenance of parking, open space and other similar facilities, and harmonious selection and efficient distribution of uses. The PUD process, by allowing deviation from the strict provisions of this Code related to setbacks, heights, lot area, width and depth, yards, etc., by either conditional use permit or rezoning to a PUD district, is intended to encourage the following standards: (a) A development pattern in harmony with the objectives of the comprehensive plan. (PUD is not intended as a means to vary applicable planning and zoning principles.) Findings. The proposal is consistent with the goals of the Comprehensive Plan. The Comprehensive Plan states that the City wishes to promote private reinvestment, renovation, and redevelopment of marginal commercial sites. Available land for commercial development is limited in the city. The proposal promotes an efficient use of the property given this limitation. (b) Innovations in development to the end that the growing demands for all styles of economic expansion may be met by greater variety in type, design, and siting of structures and by the conservation and more efficient use of land in such developments. Findings. Given the limited land available for new development, the proposed project promotes efficient land use through the redevelopment of a marginal property by siting two primary uses on one parcel. This proposal will provide a type of car wash facility that is currently unavailable in the city. PUD flexibility is necessary to make the proposed site layout function. (c) The preservation and enhancement of desirable site characteristics such as existing vegetation, natural topography, and geologic features and the prevention of soil erosion. Findings. Diseased and dying vegetation will be removed to accommodate new plantings. The overall landscaping plan introduces new types of vegetation to the site. Site grading plans will ensure the prevention of soil erosion. (d) A creative use of land and related physical development, which allows a phased and orderly transition of varying land uses in close proximity to each other. Fines The proposed project promotes a creative use of the current site by integrating two principle uses on one parcel. (e) An efficient use of land resulting in smaller networks of utilities and streets thereby lowering development costs and public investments. Planning Case Report 17-09 Page 16 9/5/17 Findings. The project promotes efficient use of land through redevelopment. No new streets or roads will be created and no new public utilities will be extended as part of the development. The proposed on-site storm water collection system will reduce the amount of water that enters the city's storm sewers, thereby reducing wear and tear on public infrastructure. (0 Promotion of a desirable and creative environment that might be prevented through the strict application on zoning and subdivision regulations of the city. Findings. A desirable environment will be created by granting the flexibility requested through the conditional use permit for PUD. Such flexibility will allow the applicant to create a more functional site plan, and introduce unique design features onto the property, such as: • Solar panels integrated into the gas canopy Storm water collection and reuse system C. Design and Review Committee The Design and Review Committee met with the applicant on August 17, 2017. The committee was in favor of the proposed development and request for PUD flexibility. D. Approval 1. Type of Approval a. Site Plan Review - quasi-judicial b. Conditional Use Permit for PUD - quasi-judicial 2. Timeline a. Date Application Received: August 11, 2017 b. Date Application Deemed Complete: August 25, 2017 c. End of 60 -Day Decision Period: October 9, 2017 d. End of 120 -Day Decision Period: December 8, 2017 VI. Notification Property owners within 500 feet of parcel were notified by mail and a legal notice -was published in the SunPost newspaper. Staff have received questions and comments from nearby property owners, the City of Crystal, and supportive individuals that are familiar with the applicant and their work in other communities. Copies of correspondence with these individuals is attached to this report. Planning Case Report 17-09 Page 17 9/5/17 VIII. Summary This proposal provides an opportunity for the redevelopment of a distressed commercial property along the Bass Lake Corridor. Such opportunities for redevelopment are a priority of the city, as identified in the Comprehensive Plan. This project includes several environmentally sensitive improvements that make it truly unique. PUD flexibility is needed to accommodate the desired site layout and unique design elements. Staff worked with the applicant for several months to refine various aspects of the site plan and layout, and believes that the proposal is well conceived and ready for review by the Planning Commission. The requested PUD flexibilities are summarized as follows: • The required side yard setback for the convenience store and trash enclosure is 20 feet. A five- foot setback is requested. • Parking lot setbacks of five feet are required. A zero setback from the easement is requested along the west lot line. • A canopy height of 20 feet is allowed, and a 26 -foot height is being requested. • The applicant is requesting deviation from the New Hope Commercial Building Design Guidelines related to exterior materials and color. • The applicant is requesting the placement of landscaping and curbing within the street easements. IX. Recommendation Staff recommends that the Planning Commission recommend approval of the site plan and conditional use permit for PUD, with following conditions: 1. The applicant must identify the location and height of all rooftop and ground -mounted mechanical equipment. All equipment must be screened. 2. Any improvements located in street easements shall be subject to an easement encroachment agreement requiring the property owner to replace any improvement that is removed from the easement for street, utility, or drainage work. 3. The applicant must demonstrate 90 -degree cutoff lighting for the flared end of the gas canopy. 4. The site plan must designate the location of trash receptacles for the vacuum area. S. The applicant shall arrange garbage pick-up to occur during daytime business hours to avoid noise issues with the residential properties to the south. 6. Operation and warning signs for the propane tank shall not exceed four square feet. 7. The seven -foot screening fence along the south property line must be set back 10 feet from the Nevada and Maryland Avenue easements. 8. The applicant must provide a snow removal plan for the site. 9. Landscaping that is proposed in street easements shall be reviewed and approve the by the City Forester and Public Works related to size, location, and snow storage tolerance. Planning Case Report 17-09 Page 18 9/5/17 10. The applicant must provide a detail for the proposed bike rack. 11. The applicant shall construct the sidewalk along Nevada Avenue to meet City design standards. 12. Cut sheets must be provided for light fixtures FF and GG. 13. The individual gas canopy signs shall not exceed 16 square feet in area. 14. The freestanding sign shall be relocated to the northeast corner of the lot and meet all required setbacks. 15. All individual signs shall obtain a sign permit prior to installation. 16. The proposed five-foot setbacks for the trash enclosure and convenience store are approved. 17. The proposed building materials and colors for the car wash building are approved. 18. The height of the gas canopy shall not exceed 26 feet. 19. The proposed parking lot, vacuum pole, and curb setbacks are approved. 20. The site utility plan shall be subject to review and final approval by the City Engineer, Fire Marshal, and Public Works. 21. The grading, drainage, and storm water management plans shall be subject to review and final approval by the City Engineer. 22. The applicant shall provide financial guarantee in the form of an irrevocable letter of credit for landscaping and site improvements located in the public rights-of-way (amount to be determined by City Engineer). 23. The applicant shall enter into a storm water maintenance and management agreement with the City (to be prepared by the City Attorney) 24. The applicant will provide record plans or as -built drawings to the city following project completion. Attachments: • Application • Planning Consultant Memo (August 30, 2017) • Stantec Memo (August 17, 2017) • West Metro Fire Memo (August 16, 2017) • Miscellaneous Project Specifications • Correspondence received regarding the proposal • Plans Planning Case Report 17-09 Page 19 9/5117 ---]K!3r = PLANNING APPLICATION TO PLANNING COMMISSION AND CITY COUNCIL City of New Hope, 4401 Xyton Avenue North, New Hope, MN 55428 Case No. -PC 't 1 0� Planning Deadline U - 23 -1-7 Receipt No. C 15117N9 Received by Basic Fee Deposit 325, 00 A OU.m is�w I 1 Lyo - oc) Name of Applicant: Chris Robbins phone. 763-913-5482 Applicant Address 2670 County Road 90, Independence MN 55359 Street Location of Property: 7201 Bass Lake Road PID: 0511821340073 Legal Description of Property: That Part Of The N 174 Ft Of Lots 41 And 42 Aud Sub No 226 Lying W Of Maryland Ave Ex Roads OWNER OF RECORD: Name: Robbins Properties 1, LLC Address: 9950 County Road 9, Plymouth MN 55442 Home Phone: 763-553-9113 work Phone: 763-553-9113 Applicant's nature of Legal or Equitable Interest: Owner Fax: 763-557-1060 Type of Request: (pertaining to what section of City code) F. Planned Unit Development D. Conditional Use Permit (for Planned Unit Development) Please outline Description of Request: (use additional pages if necessary) Build and operate a Gas Station, Convenience Store, Propane Filling Station andl Car Wash. Why Should Request be Granted; With over 50 Years of experience in the automotive industry we know this (attach narrative to application form if necessary) set the standard for future renewable energy PmJects- G:YUmmD9v)PLANmNGWIISc rrEMS"anninp epplimbon.doc (01.13) Applicant acknowledges that before this request can be considered and/or approved, all fees, including the basic zoning fee and any zoning deposits (as outlined In the attached application materials) must be paid to the city. There are three city consultants — legal, planning, and engineering - that generate additional expenses. Expenses incurred that exceed the amount of the zoning deposit will be billed and are the responsibility of the applicant. The city hereby notifies the applicant that state law requires that the development review be completed within 60 days from the city's acceptance of this application. If the development review cannot be completed within 60 days, regardless of the reason, the city shall extend the review completion deadline an additional 60 days as also permitted by state law. Development review shall be completed within 120 days unless additional review extensions are approved by the applicant in writing. The Community Development Department will notify you of all meetings. Signed: Chris Robbins Fee Owner (print or type name) Applicant Other than Owner (print or type) Evidence of Ownership Submitted: Certified Lot Survey: Legal Description Adequate: Legal Ad Required: Date of Design & Review Meeting: Date of Planning Commission Meeting: By Planning Commission on: By City Council on: Subject to the following conditions: FOR CITY USE QNLY Yes No Required Yes No Required Yes No Required Yes No Required Approved: Denied: Approved: Denied: NORTHWEST ASSOCIATED CONSULTANTS, IACs 4150 Olson Memorial Highway, Ste. 320, Golden Valley, MN 55422 Telephone: 763.957.1100 Website: www.nacplanning.com MEMORANDUM TO: FROM: DATE: RE: FILE NO: BACKGROUND Jeff Sargent Alan Brixius August 30, 2017 New Hope — 7201 Bass Lake Road Gas Sales/Car Wash Planned Unit Development (PUD) 131.01 17.07 For the past six months, City staff has been working with Chris Robbins of Robbins Properties 1 LLC regarding the redevelopment of the commercial property located at 7201 Bass Lake Road. The property in question is zoned CB, Community Business and currently contains a tuxedo and bridal shop. Robbins Properties 1 LLC has acquired the property with the concept of redeveloping the site with a convenience store, gas sales, and a standalone car wash. These uses are permitted within the GB Zoning District, however, Section 4-3.C(3)d stipulates that two principal buildings on a single lot requires a planned unit development. The applicant is requesting a conditional use/planned unit development as a means of allowing two principal uses on one lot and to seek flexibility in setbacks and other site design elements that are unique to this proposed use. ISSUES AND ANALYSIS Conditional Use/Planned Unit Development. The PUD/CUP is a planning tool that allows the City to consider deviations from strict provisions of the Zoning Code related to setbacks, structure heights, lot area, yards, etc. This zoning tool is intended to encourage: Development in harmony with the goals and objectives of the New Hope Comprehensive Plan. 2. Innovations in development, expanding the variety of types, design and siting of structures to promote a more efficient use of land in such developments. 3. Creative use of land and related physical development which provides orderly transition to land uses in close proximity to each other. Comprehensive Plan. The subject site is located in Planning District 6. The following recommendations were offered in the Comprehensive Plan pertaining to Bass Lake Road commercial sites: "3. Within Planning District 6, an aggressive strategy for enhancing the commercial character along Bass Lake Road is recommended including: a. Maintain or expand the commercial land use patterns along Bass Lake Road to increase the land area for commercial redevelopment. b. Assemble and redevelop smaller commercial sites to create larger commercial lots for contemporary retail, service and office uses. C, In cooperation with the City of Crystal, establish a commercial streetscape that enhances the overall character of the Bass Lake Road commercial corridor. " The redevelopment of this commercial site, bringing in a contemporary commercial land use and site design, fulfills the Comprehensive Plan's recommendation for Planning District 16. Zoning. The subject site is located at 7201 Dass LaKe Road and is zoned CB, Community Business District. This district allows both convenience stores with gas sales and car washes as a conditional use. This district also allows planned unit development as a conditional use permit. Lot Area/Setbacks. The project site is 51,770 square feet, aside from the street easements. The lot width is 167 feet. Building Setbacks Required Proposed Compliant Convenience Store Front EastMest 10 feet 18 feet/146 feet Yes Side Interior South 20 feet 5 feet No Side Street North 20 feet 124 feet Yes Canopy Front EastMlest 10 feet 30 feet/155 feet Yes Side Interior South 20 feet 105 feet Yes Side Street North 20 feet 40 feet Yes Car Wash Front East/West 10 feet 60 feet/223 feet Yes Side Interior South 10 feet 33 feet Yes Side Street North 20 feet 40 feet Yes 2 Parking Lot/Setbacks. Through the PUD, the applicant is requesting flexibility from building side yard setbacks on the south side of the lot and the parking setbacks along the east and west easement lines. In review of these flexibilities, staff offers the following comments of support: The convenience store five foot setback from the south lot line places the building as a screen for the gas canopy operations. The building is taller than the screen fence and provides additional protection from light and noise from the gas sales area. 2. The proposed store location provides space for vehicle movement in and around the gas canopy. 3. The rear of the store will be screened by a six foot fence. The applicant is proposing a concrete valley gutter along the back of the store to direct drainage away from the neighboring property. 4. The store location, valley gutter, and fence will all aid in keeping this area of the site from becoming an unsightly storage area, free from weeds or other nuisance concerns. The applicant is requesting PUD setback flexibility from the east and west street easement lines. They have requested a zero parking setback. In review of this requested flexibility, staff offers the following comments: This site is unique in that the streets (both Nevada and Maryland) exist as easements rather than dedicated rights-of-way. As such, the easement remains part of the lot. 2. The zero setback allows for the needed truck turning movements around the gas canopy. 3. The car wash vacuum area is three feet from the street easement line. We would recommend that the vacuum area be shifted two feet east, toward the car wash, to provide the five foot parking setback. 4. The reduced parking lot setbacks require parking lot landscaping to be placed within the street easements. To allow this to occur, the applicant must enter into an easement agreement that requires these landscape plantings be replaced by the property owner if the City or utility requires the removal to access the 3 Required Proposed Compliant North 5 feet 5.5 feet Yes South 5 feet 5.5 feet Yes East 5 feet 0 No West 5 feet 0 No Through the PUD, the applicant is requesting flexibility from building side yard setbacks on the south side of the lot and the parking setbacks along the east and west easement lines. In review of these flexibilities, staff offers the following comments of support: The convenience store five foot setback from the south lot line places the building as a screen for the gas canopy operations. The building is taller than the screen fence and provides additional protection from light and noise from the gas sales area. 2. The proposed store location provides space for vehicle movement in and around the gas canopy. 3. The rear of the store will be screened by a six foot fence. The applicant is proposing a concrete valley gutter along the back of the store to direct drainage away from the neighboring property. 4. The store location, valley gutter, and fence will all aid in keeping this area of the site from becoming an unsightly storage area, free from weeds or other nuisance concerns. The applicant is requesting PUD setback flexibility from the east and west street easement lines. They have requested a zero parking setback. In review of this requested flexibility, staff offers the following comments: This site is unique in that the streets (both Nevada and Maryland) exist as easements rather than dedicated rights-of-way. As such, the easement remains part of the lot. 2. The zero setback allows for the needed truck turning movements around the gas canopy. 3. The car wash vacuum area is three feet from the street easement line. We would recommend that the vacuum area be shifted two feet east, toward the car wash, to provide the five foot parking setback. 4. The reduced parking lot setbacks require parking lot landscaping to be placed within the street easements. To allow this to occur, the applicant must enter into an easement agreement that requires these landscape plantings be replaced by the property owner if the City or utility requires the removal to access the 3 easement for street or utility work. This agreement must be recorded against the property and run with the title. The applicant has provided a letter from the City of Crystal allowing landscaping in the Maryland Avenue easement. Convenience Store Gas Sales. 1. The site plan shows five pump islands on the north side of the site. The canopy and pumps meet all required setbacks. Plan C3.02 shows truck movements that work around the canopy. The tank filling station is north of the canopy. 2. The area around the gas pumps has a concrete perimeter curb and paved surfacing. 3. Pumps shall be located on islands raised six inches above the travel surface. The pump islands have a north/south orientation. 4. The site access points are on Bass Lake Road and Nevada Avenue. In light of the locations of these curb cuts, staff recommends that the pump islands be aligned in a northeast/southwest alignment. This alignment will provide the following benefits: a. The pump access will align better with the site access points, providing fewer traffic conflicts and smoother traffic flow through the site. b. Automobile stacking at the angled pump islands will reduce the amount of encroachment into the site's drive aisles. C. Truck deliveries to the site are to be parked on the north side of the canopy. The angled pump islands will provide wider truck parking area and will reduce conflicts between customer vehicles and deliveries. 5. The canopy meets all setbacks. 6. The canopy shall not exceed 20 feet in height and shall provide a minimum of 15 feet of clearance between the travel surface and bottom of the canopy. The canopy fagade shall not exceed three feet in height. The proposed canopy is to be constructed of solar panels and has a unique design to maximize its solar access. Plan A3.2 shows the elevations of the canopy in a slanted roof design to provide greatest solar exposure to the south. This unique circumstance results in the canopy exceeding the 20 foot height standard (26 feet maximum) on the north edge. The PUD will allow the City to grant canopy height flexibility to accommodate the very unique energy efficient design. The canopy meets the minimum clearance and canopy fagade standards. 7. Canopy lighting shall control glare. Past canopy approvals required lighting to be recessed into the canopy with no exposed light source below the canopy. The 12 canopy photographs indicate an exposed light source below the canopy. In granting flexibility to the canopy height and design, City staff is requiring all canopy lights to be 90 degree cutoff lights with no exposed light source to insure down lighting. The applicant shall provide cut sheets and a revised canopy design that shows this requirement is satisfied. 8. The applicant shall provide a P.A. system with gas pumps for customer notification. This system will have controls for noise levels to be maintained to City standards. Convenience Store. The convenience store is 5,060 square feet in area. This floor area will be divided between 3,000 square feet of retail space and 2,000 square feet used for office, storage, restrooms, and cashier island. Store Height. The store will be 22 feet in height, meeting City standards. Building Design. Plan set AM illustrates the building elevations. The predominant exterior materials are rock face, block, and brick. The exterior finishes comply with the New Hope Design Guidelines related to materials, window placement, entries, and the use of canopy accents. The applicant must provide additional details as follows: Location and screening of all ground mounted or roof mounted mechanical equipment. The siting of mechanical equipment must be away from the south property line to reduce nuisance issues. Licenses/Sanitation. The convenience store must secure all licenses and sanitation certification for food preparation or handling. Car Wash. Car washes are allowed in the CB District by conditional use permit provided they meet the following: Compatibility. The architectural appearance and tunctional plan of the building and site shall not be so dissimilar to the existing buildings or area as to cause impairment in property values or constitute a blighting influence within a reasonable distance of the lot. As shown on Plan A3.1, the car wash architecture is totally dissimilar to other buildings in New Hope and moves away from the New Hope Commercial Design Guidelines. The proposed car wash building is intended to draw your eyes to the site with its bold colors and unique building configuration. The applicant is requesting flexibility from the New Hope building guidelines through the CUP/PUD. In review of the building against City guidelines, the building does comply in the following areas: The building provides distinct bottom, middle, and top through changes in materials, color, and structure design. 5 The building is divided into distinct modules through building configuration and changes in materials. The east and west elevations provide window design that meets the City guidelines. + The north and south elevations have unique round doors. The curved roof design establishes building individuality and interest in the building. No rooftop equipment has been identified. The following design standard flexibilities are being requested: a. The New Hope Design Guidelines suggest using colors to accent or complement the primary colors. Principal buildings should consist of subtle, neutral and muted colors (browns, tans, greys, dark or muted greens). The proposed car wash's primary color will be bright red, using blacks and greys as the accent colors. b. The proposed exterior materials of the car wash consist of split rock face block base with the balance of the building facade comprised of metal panels, windows, doors, and an acrylic roof system. The design flexibilities will be unique to this building. In staff review, we believe that opportunity to redevelop the site in question provides benefits that allow consideration of those PUD flexibilities, provided the following conditions are addressed: The applicant provide product samples and material data to the City for review and approval as part of the CUP/PUD to demonstrate that it meets Building Code requirements and is appropriate for Minnesota climates. The applicant demonstrate that the color of the materials is not subject to weathering and fading. 2. Stacking. Magazining or stacking space is constructed, with screening, to accommodate that number of vehicles which can be washed during a maximum 30 minute period and shall be subject to the approval of the City. The site plan shows two lanes for stacking that merge as the drive lane curves east. Stacking before the merge accommodates six cars with four more stacking spaces between the merge and the car wash entrance. This stacking is adequate. 3. Surfacing/Drainage. The drive lanes and parking areas all meet the City standards for curbing and paving. The City Engineer shall review and approve all drainage and stormwater management. 6 4. Access. Site access is available from both Nevada Avenue and Bass Lake Road. The site design provides for appropriate on-site circulation and a segregated stacking for the car wash. 5. Noise. The car wash building is oriented to the north to divert noise from the blower toward Bass Lake Road, away from the residential properties to the south. The site plan provides a vacuum area to the east side of the car wash. The applicant must provide information on the vacuum equipment and noise levels to reduce maximum concerns for the residential lots to the south. 6. Vacuum Area. The vacuum area to the east of the car wash much address: a. Screening of the stalls from Maryland Avenue. b. Trash receptacles for the vacuum station. C. Location and design of mechanical equipment related to the vacuum area. d. Signage for vacuum operations. The applicant's revised plan includes landscape screening along the east side of the vacuum area. A line of Technito Arborvitae, along with Maple shade trees, are proposed. The plant size at installation must be a minimum of 30 inches. The selected Arborvitae will reach a maturity size of six to eight feet in height and three to four feet in width. The applicant has provided documentation that the City of Crystal has granted permission to plant within their easement. Propane Sales. The site plan and narrative proposes propane sales to be located at the northwest corner of the convenience store. Propane sales accessory to gas sales is allowed in the CB District by administrative permit provided the following conditions are met: 1. Tank location. Storage tanks shall not be located within the required front yard. Tanks shall be located not less than 25 feet from any other property line. Comment. The proposed tank and cabinet meets the setback and location requirements. 2. Open area. Storage tanks shall be surrounded by 25 feet of open area. Storage of any kind is prohibited in said open area, except equipment incidental to the storage tank. Approved parking areas must be setback ten feet from any storage tank. Comment. The applicant is proposing an underground storage tank. In this regard, the tank must comply with all Building and Fire Code requirements. The cabinet fill station is exempt from this setback. The new plan shows a propane exchange structure located over the tank. This storage structure must meet Fire and Building Code requirements for tank clearance. 7 3. Setback from building. Storage tanks shall be setback from existing structures, as outlined in the International Fire Code, based on tank size. Comment: See Item #2 above. 4. Circulation. Storage tanks shall not interfere with the site circulation including, but not limited to, parking, driveways, curb cuts and loading areas. Comment The site plan shows an underground tank. The cabinet location should not interfere with on-site traffic movements. Bollards are being installed at each corner of the fill station cabinet. 5. Screening. Storage tanks shall be screened from view from public rights-of-way and adjacent properties. Screening must be constructed in such a way as to permit access by emergency vehicles and avoid interference with firefighting on the site. Comment: The landscape plan provides landscaping at the perimeter of the site within the adjoining street easements. The proposed cabinet will be visible from the adjoining streets due to its height and color. 6. Valves. All filling valves of the storage tanks shall be enclosed and have locking devices and be locked when not in use. Comment: The cabinet will provide a locked access to the fill station accessible by only the store employees. 7 Tank access. Storage sites shall be accessible by service, customer, and emergency vehicles. Access shall accommodate vehicles with a 30 -foot wheel base. Comment: The applicant has moved the fill port to the west side of the propane tank. This allows the fill vehicle to locate on the west side of the convenience store. This area can accommodate a 30 foot vehicle and meets Code. 8. Warning signage. A warning sign shall be required for every tank and shall be placed in a conspicuous location directly on the tank indicating a supplier's name, address, phone number, that highly dangerous and flammable material is stored therein and that no smoking requirements must be observed or a sufficient warning to that affect. Said signage may not exceed four square feet nor may it be used for advertising purposes. Comment: A photograph included with narrative identifies the operational and warning signage associated with the fill station cabinet. This sign shall not exceed four square feet. 9. Tank size. Storage tanks shall not exceed 1,000 gallon water capacity. 0 Comment. The applicant's underground tank will not exceed 1,000 gallons. Outdoor Sales. Limited accessory outdoor sales is permitted by conditional use permit provided the following conditions are met. The applicant has identified areas along the front and side of the convenience store and near the gas pumps for sales display areas. These areas may include Redbox DVD rental, ice chest, firewood, or softener salt. Area limit. Outside services, sales and equipment rental connected with the principal use is limited to 30 percent of the gross floor area of the principal use. Comment. • The outdoor sales would be accessory to the convenience store which has a floor area of 5,060 square feet. This building size allows for 1,518 square feet of outdoor sales display area. The site plan shows storage areas of approximately 450 square feet, well below the allowed standard. In approving the conditional use, the City is approving the applicant's proposed location, site and configuration. The sidewalk in front of the building is 7 feet, 8 inches in width. The sales area on the front side walk is three feet, leaving a 4 foot, 8 inch unencumbered pedestrian walkway. Sales displays cannot further encroach into this sidewalk. 2. Screened from residential. Outside sales areas are fenced or screened from view of neighboring residential uses or an abutting "R" district in compliance with subsection 4-3(d)(3) of this Code. Comment: The sales display areas are screened from the residential land use to the south by the convenience store building and a six foot tall boundary line fence. 3. Lighting shielded. All lighting shall be hooded and so directed that the light source shall not be visible from the public right-of-way or from neighboring residences and shall be in compliance with subsection 4-3(d)(5) of this Code. Comment. Lighting will be addressed later in this report. 4. Surfacing. Sales area is grassed or surfaced to control dust, mud and to provide a clean, attractive and usable surface. Comment. All proposed sale display areas are located on paved or concrete surfaces. This condition is met. 5. Parking. Does not take up parking space required for conformity to this Code. Comment. Outdoor sales displays are located outside of required parking areas. Trash Enclosure. The site plan places the trash enclosure on the west side of the convenience store. At this location, the trash enclosure will be visible from Nevada Avenue. The following standards must be met for commercial trash enclosures: 1. Trash enclosures located forward of the principal building must meet all of the setback requirements for the principal. Comment: The trash enclosure is located in the site's front yard, which requires a 10 foot setback. The proposed trash enclosure maintains an 18 foot setback from the Nevada Avenue street easement. The trash enclosure aligns with the south wall of the convenience store, which fails to meet the 20 foot side yard setback. The applicant is pursuing setback flexibility through the CUP/PUD. 2. Trash enclosures located in the rear or side yards shall meet all applicable accessory building setback requirements. Comment. Not applicable. 3. Trash enclosures for waste containers must fully screen the containers from view from adjacent properties and the public right-of-way. Comment. The applicant's landscape plan L1.01 provides landscaping within the Nevada Avenue street easement. Landscaping and screening comments will be provided later in this report. 4. Trash enclosures must be constructed with walls of architectural elements (type, quality and appearance) similar to the principal structure. Comment: Imhe trash enclosure's elevation, shown in Plan A3.2, meets City design standards. The trash enclosure will have a CMU base and brick walls, matching the convenience store. 5. Trash enclosures shall be located in an accessible location for pick-up vehicles. Comment. The site design provides maneuvering area for garbage pickup. in light of the trash enclosure's proximity to the residential property to the south, staff would recommend scheduling garbage collection during daytime business hours to avoid noise nuisance issues for the adjoining residents. This may also be applicable to the time that employees deposit garbage into the dumpster. Fencing and Landscaping. In review of the landscape plan, we offer the following comments: 1. Most of the perimeter site landscaping lies within established street easements. To allow the plantings, as part of the CUP/PUD, the applicant must enter into an easement encroachment agreement that requires the property owner to replace any and all plantings per the landscape plan if the existing plantings must be removed for street or utility work within the easement. The agreement must be recorded and run with the property. 10 2. The east vacuum area must be screened from Maryland Avenue. The revised landscape plan has addressed this issue. 3. All plantings in the street easement shall be reviewed and approved by the City Forester and Public Works for size and snow storage tolerance. Some species have significant maturity height as follows: Broadmoor Juniper 4-6 feet Compact Burning Bush 6-8 feet 4. Plantings within the traffic visibility triangle must be low growing and not exceed two feet in height. 5. Additional landscaping must be added to the north side of the car wash and the northeast corner of the site. 6. The landscape plan illustrates that the landscaped areas will be irrigated. 7. A six foot tall screen fence is proposed along the entire length of the south lot line. This fence design is acceptable to allow the six foot fence to extend to the street easement line, requiring a deviation from the front yard fence height. Staff may suggest stopping the fence 10 feet from street right-of-way line to preserve sight lines down both Nevada and Maryland Avenues. 8. Lot coverage and the landscape plan does not afford any snow storage on the site. The street easements must be reserved for clearing snow from the public streets. The applicant must provide for a snow removal plan. Parking. Based on City standards, the 5,060 square foot convenience store requires the following: 5,060 square feet X.9 = 4,554 200 23 stalls The site plan shows 16 parking stalls. In past approvals of gas sales, the City allowed parking at the gas pumps. This provides 10 additional parking spaces, for a total of 26 parking stalls. The car wash is automated and is managed by the convenience store staff and as such, no additional parking is required for the car wash. Between the striped parking and the gas pumps, the site provides adequate parking. All the striped stalls have a 9 foot by 18 foot dimension, meeting City standards. All parking and driveways meet City standards for curbing, paving, and striping. The City and the County have come to an agreement on the site access points. The site plan shows access curb cuts off Nevada Avenue and Bass Lake Road. The Bass Lake Road curb cut at the property line is 32 feet wide. Curb cuts wider than 26 feet require the approval of the City Engineer. The curb cut onto both Nevada and Maryland meet City standards. 11 Bicycle Parking. The City requires new commercial development in the CB District to provide bicycle parking. A 5,060 square foot building must provide four bicycle parking spaces. The applicant has identified the location of the bicycle parking and must provide a plan detail of the proposed bicycle racks for City approval. Pedestrian Access. The applicant is proposing to extend the five foot sidewalk along Nevada Avenue from Bass Lake Road to the front of the convenience store. Private sidewalks and crosswalks will be extended to the store front sidewalk. Located in the Nevada Avenue easement, this will be a public sidewalk and must meet the City standards for sidewalk design. A sidewalk detail shall be required for approval by the City Engineer. Loading. The applicant's Plan C3.03 illustrates proposed loading zones and stacking, In review of this pian, we offer the following comments: The parking on the west side of the building shall be designated for employee parking to avoid customer parking conflicts with garbage pickup. We are recommend daytime business hours for garbage pickup to avoid noise nuisance issues for the residential property to the south. 2. The propane fill port has been moved to the west side of the building to eliminate conflicts with customer parking. 3. The loading zones for store deliveries and gas deliveries are located north of the gas canopy. Plan C3.02 shows that the drive aisles provide sufficient widths for on-site maneuvering. Store deliveries will compete with traffic around the gas pumps. This may be inconvenient and result in a different off-loading pattern. 4. The stacking at the gas pumps appears to be unusual with the north car space not having access to the pump. We raise the following questions: a. Will the pumps offer gas sales on both sides of the pump islands? b. Angling the pump islands will provide a better circulation pattern into and away from the pumps based on the site's access points. Lighting. Plan X1.01 is the site lighting plan. In review of this plan, we offer the following comments: 1. The plan does not identity light fixtures FF or GG. 2. The light levels at the south lot line have been reduced to 0.4 foot candies to meet the maximum at the lot line. 12 3. The car wash vacuum area light levels have been reduced in intensity from the original photometric plan. The proposed light levels range from 3.2 to 0.9 foot candies, which is acceptable. 4. The canopy lighting Type AA is 90 degree cut off lighting, however, the canopy flair may result in exposed light sources (see the canopy photographs). The applicant must provide a description of the canopy lighting installation. Signs. The exterior elevations include details on proposed signage. This represents a comprehensive sign plan for the site and will include business identification sign, directional signs, gas pricing and operational instructions. All wall, canopy, and freestanding signs will require a sign and building permit prior to their installation. The following signs are identified: Directional signs are limited to two square feet by Sign Code. In review of the car wash signage, the proposed wall signs are far below the area requirements. In this regard, the proposed car wash entry and exit signs are viewed as acceptable. 2 Canopy signs are limited to 16 square feet. The proposed signs exceed this standard. Gas sales are also allowed 16 square foot signs for gas pricing. The applicant will be held to the City standards. The freestanding sign includes an electronic changeable message sign. This sign shall be required to meet all the design and operation requirements of the City for electronic changeable copy signs. 13 Size Compliance Convenience Store Wall Sin north 60 square feetYes Wall Sin east 32 square feet Yes Car Wash Wall Sin west 18 square feet Yes Wall Sign (east) 18 square feet Yes Directional Sin south entry) 9 square feet No' Directional Sin north exit 6 square feet Not Canopy Sign East Elevation 18 square feet Noe West Elevation 18 square feet Noe North Elevation 33 square feet Noe Freestanding Sign Height 18.75 feet Yes Area 100 square feet Yes Directional signs are limited to two square feet by Sign Code. In review of the car wash signage, the proposed wall signs are far below the area requirements. In this regard, the proposed car wash entry and exit signs are viewed as acceptable. 2 Canopy signs are limited to 16 square feet. The proposed signs exceed this standard. Gas sales are also allowed 16 square foot signs for gas pricing. The applicant will be held to the City standards. The freestanding sign includes an electronic changeable message sign. This sign shall be required to meet all the design and operation requirements of the City for electronic changeable copy signs. 13 The freestanding sign in the northwest corner of the site has been placed in the traffic visibility triangle. Staff recommends relocating this sign to the northeast corner of the site and be required to meet sign setbacks from the easement edges. CONCLUSION The applicant is seeking CUP/PUD approval to allow the redevelopment of 7201 Bass Lake Road to introduce a convenience store, gas sales, and a car wash. Through the planned unit development, the applicant is seeking the following flexibilities from the standard zoning requirements for this type of commercial use: A. Convenience store side yard setback. 20 feet is required, five feet is requested. B. Parking lot setbacks of five feet are required. Zero setback is requested along the west lot line. C. Canopy height. 20 feet is allowed and 26 feet is being requested. D. Car wash design. The applicant is requesting a deviation from the New Hope Commercial Building Design Guidelines related to exterior materials and color. E. Landscaping within the street easements. The proposed CUP/PUD project offers the opportunity for the private redevelopment of a commercial site along Bass Lake Road. This redevelopment implements the recommendations of the New Hope Comprehensive Plan Planning District 6 and brings a new business to the City. In review of the project plans and the aforementioned requested design flexibilities, staff recommends approval of the CLIP/PUD with the following conditions: Easements. Any improvements/landscaping in the City's street easement shall be subject to an easement encroachment agreement requiring the property owner to replace any landscaping that is removed from the easement for street, utility, or drainage work. 2. Gas SaleslConvenience Store. a. The applicant demonstrate 90 degree cutoff lighting for the flared end of the canopy. b. The applicant identify location and height of all rooftop and ground mounted mechanical equipment. All equipment must be screened and set back from the south lot line. C. The applicant must secure all licenses and certification for food handling and preparation. 14 d. Angle the gas pump islands to improve circulations around the gas pumps. 3. Car Wash. a. The applicant provide samples of the exterior building materials and architectural data to demonstrate durability, wear, and code compliance. b. The applicant provide information on noise generation from the proposed vacuums and noise levels at the south property line. C. Shift the vacuum area west to meet the five foot parking lot setback and provide screening. d. Provide the following information for the vacuum area: 1) Trash receptacle locations. 2) Location and design of the vacuum equipment. 3) Signage for vacuum operation. 4. Propane Sales. a. Compliance with the separation requirements of the Fire and Building Codes for an underground tank. b. Operation and warning signs shall not exceed four square feet. 5. Trash Enclosure. The applicant shall arrange garbage pickup to occur during daytime business hours to avoid noise issues with the residential property to the south. This time restriction shall apply for employees depositing garbage into the dumpsters. 6. Landscaping. a. Easement encroachment agreement required for all landscaping in the street easements. b. The six foot screen fence must be set back 10 feet from the Nevada and Maryland Avenue easements. C. The applicant must provide a snow removal plan for the site. d. All landscaping within the street easement shall be reviewed and approved by the City Forester and Public Works related to size, location, and tolerance to snow storage. 15 7. Bicycle Parking. The applicant must provide a bike rack detail to accommodate four bicycles. 8. Pedestrian Access. The applicant shall construct the sidewalk along Nevada to City public sidewalk design templates. 9. Loading. Angle gas pump islands for improved stacking and circulation around the pumps. 10. Lighting. a. Demonstrate 90 degree cutoff lighting for the flared end of the gas canopy. b. Provide a cut sheet for light fixtures FF and GG. 11- Signs. a. Individual canopy signs shall not exceed 16 square feet in area. b. The electronic changeable copy sign shall be designed and operated per the requirements of the New Hope Sign Permit. C. The freestanding sign shall be relocated to the northeast corner of the lot and meet all required setbacks. d. All individual signs shall obtain a sign permit prior to installation. c: Aaron Chirpach Jeff Alger Roger Axel Brandon Bell Jessi Weber M Stantec Consulting Services Inc. 2335 Highway 36 West St. Paul MN 55113 f Tei: (651 ) 636-4600 R anl Fax: (651;) 636-131-131 1 August 17, 2017 File: 193804506 Attention: Jeff Sargent Community Development Director City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Reference: New Hope Convenience & Gas - 7201 Bass Lake Road - Plan Review Dear Jeff, We have reviewed the initial redevelopment plans for the New Hope Convenience and Gas as received on August 11, 2017. Following are our comments and/or recommendations. Removals Plan 1. Provide a Removals Plan Sheet. 2. Remove existing sanitary sewer service. Cap and seal at the main. 3. Remove existing water service. 4. Remove hydrant in sidewalk at Nevada and Bass Lake Road, and extend to south beyond sidewalk. 5. Remove existing driveways as required and replace curb per City standard detail STR-31. Sheet C3.01 - Site Plan . Install concrete driveway aprons and pedestrian ramps per the attached standard details. Sheet C3.02 - Truck Movement Consider enlarging driveway width at Nevada Avenue to allow for turning movements. August 17, 2017 Mr. Jeff Sargent Page 2 of 3 Sheet C4.01 - Grading Plan 1. Provide additional emergency overflow information in regards to the underground tank system. Sheet C6.01- Utility Plan 1. Provide additional detail on the Bio Pro Complete Water Restoration System. 2. Provide additional detail on the emergency overflow of the underground tank system. 3. Provide additional detail on the flow splitter at CBMH 02. 4. Review new storm sewer and existing sanitary sewer main separation along Bass Lake Road. Maintain 10' separation or provide water tight seals at structures and within the pipe. 5. Install sanitary wye at sewer main just south of Bass Lake Road, rather than connecting to the City of Crystal sewer main on Maryland. Coordinate with City Public Works and Engineering. 6. All water services for the proposed gas and car wash building shall be cut in with a tee at the Nevada water main (City of New Hope water main). Provide tee at existing service location to remove existing service. 7. Clearly identify and label City of New Hope and City of Crystal utilities. Coordinate with Public Works and Engineering. General Comments 1. This property is located within the Shingle Creek Watershed Management Commission, but does not require a plan review. Based upon the disturbance area, the applicant needs to meet the Commission rate, quality, and volume requirements for the entire site. 2. Submit storm water modeling. 3. A storm water maintenance agreement is required for the underground storm water storage and treatment system. The City will provide a sample agreement. 4. Provide City of Crystal plans for review of the new driveway location at Maryland. 5. Provide Hennepin County plans for review. 6. Applicant should submit copy of the geotechnical report. August 17, 2017 Mr. Jeff Sargent Page 3 of 3 7. Provide record plans or as -built drawings following project completion, as required by engineering. If you have any questions or require further information, please call me at (651)604-4808. Regards, STANTEC CONSULTING SERVICES INC. r Christopher W. Long, P.E. Attachments: City Standard Details - STR-1, STR-7, STR-8, STR-26, STR-31, WAT-1 1. c. Aaron Chirpich, Bernie Weber, Dave Lemke, Andrew Kramer, Jim Muellner, Megan Albert, Jeff Alger, Roger Axel - New Hope; Alan Brixius - City Planner; Shelby Wolf - West Metro Fire; Kellie Schlegel, Adam Martinson, Ann Dienhart- Stantec. DiY' kr, With c urrin11-11iV Varies O Truncated plastic domes shall be 1 Neenah R-4984, powder -coated Charcoal, Detectable Warning Plate or approved equal. Varies r C4r6 2, 2. 2• 9p7d�days 000000 000000 000000,' 11 000000000000000000 000000000000000000 _ (v :7- 000000000000000000 +y 000000000000000000 000000000000000000 000000000000000000 X 3'[ 3' Face of Varies Curb PLAN REFER TO MnDOT STANDARD PIAN 5-297.250 GENERAL PEDESTRIAN CURB RAMP LAST REVISION: Stantec DETAILS Feb 2017 PLATE NO. .10 CITY OF NEW HOPE, MN STR-7 6„ 1/2"R 3"R 1/2'R o �3 slope 3/4" per ft MnDOT B618 8,, 1- 18" B618 1/2"R 1/2"R 5slope per ft © 10" Varies NOTE: © Place #4 rebar as shown, where curb crosses utility trenches with 3" of cover. STANDARD SECTION THROUGH DRIVEWAY LAST REVISION: CURB AND GUTTER Feb. 2017 Sta ntec PLATE NO. �` CITY OF NEW HOPE, MN STR-1 No. 4 Rebar c p Concrete Curb and Gutter g U) c %w SECTION No Slee c � Measurement for A Expansion Joint r-12" B L. TB Integral Cast A Expansion Joint DRIVEWAY PATCHING BEYOND APRON WILL MATCH THE EXISTING Variable 12" 12" SURFACE TYPE. SECTION WILL BE: 3" BIT. PAVEMENT W/ 6" CL 5 OR A 6" CONC. PAVEMENT W/ 6" CL 5 ° SECTION A -A a Typical THRU B618 C&G •.'•.�•°•••e. -• � �•: ° - 12" 12" 3/4" er ft SECTION B -B No. 4 Rebar = a = . THRU • e ' = CONCRETE GUTTER :-- 6" Aggregate Base LAST REVISION: CONCRETE DRIVEWAY APRON Dec. 2016 CiStahteC COMMERCIAL PLATE NO. CITY OF NEW HOPE, MN STR-8 O SN Concrete to be 7" thick (minimum commercial) o '� and have 6" of compacted Class 5 aggregate base (see specifications). fl w 0 0 M!=nt o, a Measurement for A Expansion Joint r-12" B L. TB Integral Cast A Expansion Joint DRIVEWAY PATCHING BEYOND APRON WILL MATCH THE EXISTING Variable 12" 12" SURFACE TYPE. SECTION WILL BE: 3" BIT. PAVEMENT W/ 6" CL 5 OR A 6" CONC. PAVEMENT W/ 6" CL 5 ° SECTION A -A a Typical THRU B618 C&G •.'•.�•°•••e. -• � �•: ° - 12" 12" 3/4" er ft SECTION B -B No. 4 Rebar = a = . THRU • e ' = CONCRETE GUTTER :-- 6" Aggregate Base LAST REVISION: CONCRETE DRIVEWAY APRON Dec. 2016 CiStahteC COMMERCIAL PLATE NO. CITY OF NEW HOPE, MN STR-8 HYDRANT SHALL BE WATEROUS PACER WB -67-250 WITH 16" TRAFFIC SECTION AND EPDXY COATED BASE. WRAP HYDRANT BARREL IN POLYWRAP TO BREAK OFF FLANGE. STOZT THREADS ON HOSE CONNECTIONS. 5' TOP NUT 20 N t TOP CURB STAINLESS STEEL � FOR HYDRANT & En 3' VALVE ASSEMBLY ^ ONLY. COR -BLUE REQUIRED FOR ALL GATE VALVE 6" LEAK OTHER BOLTS. ADAPTER ^ CONNECT TO MAIN TRACER WIRE 10' MAX MEGALUG ALL JOINTS, INCLUDING SLIP CONNECTIONS, WITH MEGALUGS ALL HYDRANTS SHALL BE FURNISHED WITH STORZ NOZZLE COMPATIBLE WITH 5" STORZ HOSE COUPLING. STORZ ADAPTERS WILL NOT BE ACCEPTED. HYDRANT FLAG AS SPECIFIED CONNECT TRACER WIRE TO SNAKE PIT MAGNETIZED TRACER BOX- CONCRETE/ DRIVEWAY BOX BY COPPERHEAD INDUSTRIES BACKFILL TO BE TAMPED 8" CONCRETE BLOCK 2 CUBIC YARDS MIN. 1-1/2" WASHED ROCK MNDOT SPEC. 3149 TO MIN. V ABOVE WEEP HOLES. COVER WITH MNDOT SPEC 3733 TYPE 5 FABRIC. LAST REVISION: HYDRANT Feb. 2017 Sta ntec PLATE N0. CITY OF NEW HOPE, MN WAT-11 MINIMUM 12" WIDE 0.5' SHOULDER EACH SIDE 8'OR10' 0.5' 1 SEE TYP. SECTION 0.5' 0.5' 0.02'/FT 3" WEARING COURSE MIXTURE PER SPEC. 6" AGGREGATE BASE, CLASS 5, 100% CRUSHED GEOTEXTILE FABRIC EXCAVATION AND ADDITIONAL AGGREGATE BASE, CLASS 5, AS DIRECTED BY THE ENGINEER BITUMINOUS PATHWAY MINIMUM 12" WIDE SHOULDER EACH SIDE 6' TYP. 0.02'/FT 4" CONCRETE PER SPEC. 6" AGGREGATE BASE, CLASS 5, 100% CRUSHED GEOTEXTILE FABRIC EXCAVATION AND ADDITIONAL AGGREGATE BASE, CLASS 5, AS DIRECTED BY THE ENGINEER CONCRETE SIDEWALK TYPICAL SECTION FOR BITUMINOUS OAST REVISION: MAY 2015 Stantec PATHWAY AND CONCRETE SIDEWALK PLATE NO, CITY OF NEW HOPE, MN STR-26 EXISTING YARD F_ REMOVE EXISTING SOD & REPLACE WITH 6" TOPSOIL AND EROSION CONTROL ! COMPOST BLANKET r CONTRACTION JOINTEXISTING CONTRACTION (ITP.) `'� JOINT (ITP.) W W W W W W W W 00 GUTTER LINE✓x�iCWC�V 0'-2' 2' 4' MIMIMUM 2'0'-2' EXISTING NON -WEAR BITUMINOUS SURFACE ("L EXISTING ROADWAY 4� EXISTING CLCURB & GUTTER SAWCUT . d REMOVE EXISTING BITUMINOUS SURFACE CCr"'TTfIAI EXISTING CONCRETE CURB & GUTTER 1 J4"/FT. MIN. I1 T11 1I1 6" TOPSOIL AND EROSION CONTROL COMPOST BLANKET CONCRETE CURB REPLACEMENT LAST REVISION: Dec. 2015 Stantec NON DRIVEWAY LOCATION PLATE NO. CITY OF NEW HOPE, M N STR-31 rn. August 16, 2017 Re. Preliminary Site Plan Review for 7201 Bass Lake Road, New Hope MN. ` ES I West Metro Fire -Rescue conducted a plan review on the revised site plan changes M FTP10 at the above mentioned address which will be called the Plymouth VlP Auto (New 1 iRF RESC.UL Hope Gas and Convenience). The following items that are listed below are either comments or requirements per West Metro Fire -Rescue Districts Policies, City ll fRfC:.r Ordinances and the 2015 Minnesota Fire Code and NFPA Standards: Serving for Cities of 1. The plans do not indicate where the fire department (FDC) will be located •Cryslpl on the car wash building. The FDC shall be located on the west, northwest •Nno More side of the building. 2. Verify that the underground propane tank is at minimum 10 feet from the building. 3. The vents for the propane tanks shall also be located at minimum 10 feet from any vent openings to the building or soffits. 4. Questioning the location of the underground propane tank located directly under the parking stall. Will this hamper access to the tank if needed? 5. A permit application shall be pulled for fuel tank/pump stations, and the propane station for further review and approval. Neighbors Serving If you have any questions or concerns feel free to contact Shelby Wolf, Deputy Fire Neighbors Marshal at (763) 230-7006 Sincerely, Shelby Wolf Deputy Fire Marshal 4251 XYlon Ave \'_ New I lope, NIN 55428 Voice 763.230.7{]00 Fax 763.230.7029 www.westin.etrofir .coni 7201 Bass Lake Road Project details Canopy We are planning on a State of the art solar canopy system for over the fuel dispensers. The two -angle design will generate approximately 60kW of electricity which will run nearly 50% of the Convenience Store total demand. Please see the "Canopy Details" folder for full size images. Design Model Outdoor Speaker System d Design Model a=ram- •�� ii ` WBi.000 Ah•9, — •Yft�l� rL_'NAT -XI Proposed Single Column Support We are not planning on an outdoor music system for this site. The outdoor speaker system will consist of a P.A. system for customer notification and will connected to an adjustable amplifier to allow control of the decibel level. Exact specifications of the system to be determined and will meet all code requirements. Convenience Store Layout We are working on a few versions of the floor plan both concepts have approximately 3000sq. ft. of retail area. The remaining 2000sq. ft. will be used for office, storage, restrooms, cashier island. Propane will be stored underground in a 1,000 -gallon storage container. The above ground portion will consist of a 48" x 48" stainless steel fill station. The Fill station will be protected by bollards and will have a locking door handle which will require a key to open. See "Propane Shed Pictures" for full size images. Cabinet Connections Underground Access Outdoor .Saves We are planning on four main outdoor sales items. The locations of the items are indicated on the Civil engineering document number C3.01. • Ice chest for bagged ice sales — East side of the building • Fire wood storage area for prepacked fire wood sales — East side of the building • Red Box for DVD rental — East side of the building • Softener Salt - Located under gas canopy A 36" x 75" 34" x 45" 42" x 80" r 48" X 55!' Screening We plan on installing a 7 -foot -tall red cedar fence stained with Olympic weather screen semitransparent natural tone cedar #716. See "Fence Details" for more information and design details. Car Wash Building Materials — The metal panels are 30" x 30" 100% aluminum and have a 20 -year finish warranty. Please reference the "Metal Panel Building Material.PDF (page 5.) for more details. The Roofing material is manufactured from High Impact Acrylic. Solar energy transmission is reduced by 75%. The product carries a 10 -year warranty, weighs less than 11bs per sq. ft. and is delivered in sheets 47.25" x 28'. Please reference the "Acrylite Heatstop.PDF" form more details. Stacking—The wash design is truly unique and allows for rapid entry into the tunnel. The typical stacking that would be required can be substantially reduced. The onsite stacking will exceed the required amount even during peak demand. Please reference the 2 -minute video titled "Car Wash Stacking" for a thorough explanation of the process. Noise —The manufacturer of the car wash tunnel and equipment has determined that the noise level 40' from the exit of the tunnel is equal to the ambient road noise on Bass Lake Road. The measurement was taken at a location in Grand Rapids Michigan that has an extremely similar layout to our proposed car wash. Please reference the "Noise Study" .PDF for more information. Trash Enclosure The enclosure will be made from the same material as the screening fence. 7 foot tall red cedar, stained with Olympic weather screen semitransparent natural tone cedar #716 Semi -Trucks can enter the site from Bass Lake Road traveling East or West Bound. West bound delivery vehicles will enter directly from Bass Lake Road then drive through the lot between the convenience store and the gas canopy. Then move to the west side of the lot. Finally turn back north and east to park in the "North Loading Zone". East bound vehicles will enter from Nevada Avenue then drive through the lot between the convenience store and the gas canopy. Then move to the east side of the lot. Finally turn back north and west to park in the "North Loading Zone". Detailed turn study is location on Civil Engineering document C3.02. Propane delivery will enter from Bass Lake Road. Drive through the lot between the convenience store and the gas canopy. Back into and park in the "Propane Loading Zone". Garbage Trucks will enter from Bass Lake Road. Drive through the lot between the convenience store and the gas canopy. Pull straight into the "Garbage Loading Zone" to access the trash enclosure. Trucks can then leave via Bass Lake Road. Please see the "Aqua Bid' folder for detailed information on the system including a 2 -minute video on the process. We updated the site plan to show one monument sign. The new sign dimensions now allow for proper setback requirements. Store Hours Convenience Store Hours 5:00am—12:00pm Car Wash Hours 6:00am—10:00pm NO SMOKING Ff,%.lGrgmcy CA'I PROPANE c .-71 Is ati lu; roe -- Ila `ihMh�Jill RENTALS re x- 0 a K ■ ■ r ti r� i� 5 I� 'b M' F 'I- ":;i, .10 `�^ » \ \ � \ > 110-IGI ) ' XV4 � z z_ OL � z u� z D- Q� CLu l � � i i slightly larger with 60 cell t Report Project Gas Station in 7201 Bass Lake Road New Hope Name MN, 55428 Project 7201 Bass Lake Road New Hope M.N. 55428 Address Prepared By Prism Solar Energy Estimate helioscope@prismsolar.cam Prism Solar T E C H N O L O G I E S Wil Monthly Production 5k 2.5 k rld System Metrics Design slightly larger with 60 cell Module DC 58.4 kW Nameplate Annual Global Horizontal Irradiance Inverter AC 60.0 kW Nameplate Load Ratio: 0.97 Annual 87.62 MWh Production Shaded Irradiance Performance 0.0% Ratio 944% kWh/kWp 1,500.1 Weather Dataset TMY, MINNEAPOLIS -ST PAUL INTL ARP, 1,441.0 NSRDB (tmy3,1) Simulator Version Ob93aac3c5-bl 5b5c6861-b28a1f9a0a- 1,441.0 e63cdf6380 D jar Feb Mar &„e May Jun Jul Aug Sep Oct Nov Dec f Annual Production Description Output % Delta Condition Set 1 - Blfaclal Gain 13.6% with no Snow Gain accounted Annual Global Horizontal Irradiance 1,398.8 Solar Angle Location Meteo Lat/Lng POA Irradiance 1,588.9 13.6% Irradiance Shaded Irradiance 1,588.8 0.0% (kWh/m2) Irradiance after Reflection 1,534.1 -3.4% Irradiance after Soiling 1,441.0 -6.1% -0.075 3°C Total Collector Irradiance 1,441.0 0.046 Nameplate 94,929.8 Soiling (%) Output at Irradiance Levels 93,103.9 -1.9% 1.5 1.5 1.5 1.5 1.5 4 ' Output at Cell TemperatureDerate 92,092.3 -1.195 Energy Output After mismatch 89,617.7 -2.7% (kWh) Optimal DC Output 89,445.0 -0.2% Constrained DC output 89,408.6 0.0% Module Characterizations Inverter Output 87,620.4 -2.0% Tecnelogies, Inc,) Energy toGrld 87,620.4 0.0% Temperature Metrics Characterizations PVI GOTL (Solectria) Spec Sheet Avg. Operating Ambient Temp 11.3 °C Avg. Operating Cell Temp 18.9 °C Simulation Metrics Operating Hours 4601 Solved Hours 4601 9 Project Location m Sources of System Loss AC System: 0.07 Shading: 0.0% Inverters: 2.096x, Ij r Reflection: 3.4% Clipping: 0.046 n Wiring: 0.745 Y Mismatch: 2.74 Temperature: 1.14 ( \ Sailing: 6.1% Irradlancr: 1.9%/ (, Condition Set Description Condition Set 1 - Blfaclal Gain 13.6% with no Snow Gain accounted Weather Dataset TMY, MINNEAPOLIS -ST PAUL INTL ARP, NSRDB (tmy3, I) Solar Angle Location Meteo Lat/Lng Transposition Model Perez Model Temperature Model Sandia Model Rack Type a b Temperature Delta Temperature Model Parameters Fixed Tilt -3.56 -0.075 3°C Flush Mount -2.81 -0.0455 0°C J F M M J J A 5 O N D Soiling (%) 20 20 20 8 1.5 1.5 1.5 1.5 1.5 1.5 4 ' Irradiation Variance 5% Cell Temperature Spread 4' C Module Binning Range 12.1 %to 13.6% AC System Derate 0.000A Module Characterization Module Characterizations Bi60-375B5TC(Prism Solar Bi60-375BSTCv649 Tecnelogies, Inc,) RevNOV022016.PAN, PAN Component Device Characterization Characterizations PVI GOTL (Solectria) Spec Sheet G Components Component Name Count Inverters PVI 60TL (Solectrla( 1 (60.0 kW) Home Runs 5 AWG (Copper) 3 (155.5 ft) Combiners 3 input Combiner 1 Combiners 4 input Combiner 2 Strings 10 AWG (Copper) 11(253.5 ft) Modules Prism Solar Tecnologies, Inc., Bi60- 198 {58.4 375ESTC (295W) kW) Detailed Layout ria Wiring Zones Description Combiner Poles String Size Stringing Strategy Wiring Zone 4 18-18 up and Down Racking e Field Segments Description Racking Orientation Tilt Azimuth Intrarow Spacing Frame Size Frames Modules Power Field Segment 1 Carport Horizontal (Landscape) 17° 180" 2.0 ft 9x22 198 58,4 kW r + 'fb '0 . h ` � AQUA B HONNOLOGIN Water Quality Expectations By using the Aqua Bio reclaim system for the treatment of wastewater in the car wash industry the following quality of the water can be achieved: • Oxygen higher than 60 % • Oil emulsion less than 5 ppm • PH value 6.5 — 8.0 • COD reduction 1:10 • BOD number less than 150 mg/l TDS levels will vary in the winter time based on road salts used to de-ice roads. At locations where sewer is not available, the TDS levels will increase and may impact spotting. Where a sewer discharge is available, the RO reject and rinse water will continually dilute salt levels and maintain a lower TDS level throughout the winter. Residual dyes may remain in the water after the biological reclaim process. Dyes used in car wash chemicals take a long time to biodegrade. The water may have a tint from the dominate dye color. This color will not impact the effectiveness of the water when reused. The treated water is processed water and cannot be used for: Drinking water Water for preparation of food - For personal care For water softeners For production of reverse osmosis water For mixing chemicals in hydro minder systems Chemicals which are hazardous to a biological reclaim system and can not be used in the wash or maintenance process is: Poisons Herbicides Biocides Insecticides Pesticides Chlorine Hydrofluoric Acids Ammonium Bi -fluoride Ammonium Ammonium Bi -fluoride AQUA BIO ' i i TECINOLOGIES Power requirements standard underground system Bio 10000 Max load Max load Max load 115 Volt � Max load Qty Installed Electric Device HP 208 Volt 240 Va.t 480 Volt pSingle hese 3 Phase 3 phase 3 phase 2 C lclone pumps 10.0 35.00 A 52.4t Amp 115.20 Amp 2 Air Blc' ;Ter Ria lank s : 2:1.:4 J�r-,;: 18.12 A -lip 8 16 Amp 1 Repress pump 7.5 22..... Anrlr,, 77.00 Amp 1 Clarifier pump 1.,5 : 7 A.m. 5.20 Amp 1 ReolrCJMIan pump 1.5 5.70 Amp 5.20 Amp 2.60 Amp 0: 2. 1.80 Amp 1 Ant! prim ;rump 0.;0 2.00 Amps Total Amp load 3 phase 2,00 Amps 94.84 Amp 83.52 Amp 41.35 Amp Power reauirements for Bio 10000 system 208 Volt 3 phase power supply 100 Amp breaker 240 Volt 3 phase power supply 80 Amp breaker 480 Volt breaker .power supply 40 Amp breaker APlease consider the envW merit beforePriming a: Cop # BIOLOGICAL WASTE WATER RESTORATION SYSTEMS Water is and roil! alrurrpa r+nsa#u the l#f mao'l of the Peb#de uarsb iMiartry. Without water our industry- wild m longer exist' Water shortages have been experienced throughout the world and the ci wr of obtaining fresh water and the discharge of waste waner have continued to rise. Cities have continually rained prices on toter acrd sewer with no grid in sight. 'lbmw increases will tunrinue to ncga- rntly impact the profits of Vehicle wash sites and some day Force them out of business utiles action is taken to trrar and reuse waste warer. NATURES WAY We tape our dirvctionfidr waste water trerztmerrt fMm Harrup In our environment thenatural ptoom ofelean- nng warn is through the unhzatton of aetabic bacrena to cmul me waste Sewet treatment systems have incor- potaced this technology for year; By biirut gung th,s app-oach so rhe vehicle Bash industry. the nattt- taL process ofbiologically breaking down. used vehide wash chemicals into CO and 1�0 will dramatically reduce a w^ax)>G fresh water intake and sewer discharge cost AQUA B10 iECNNOlB61E5 , �J� THE NATURAL PROCESS OF WATER RESTORATION SOLIDS SEPARATION Iu airy rgP%lirle uaralh aolirls corer#Hg offtbr ru�hirlrs cavi to Ge srtrled out iu setrl#ug Mules where the solids can be roflertnd teal fxteeled auHt y Gravity is free, so by letting gravity settle out the solids in this profess, :slid srpararion is not done with pumps and electricity. AERATION Neer the waste water mdm the settling tanks where the Ingest solids have settled out, the water enter: an tcradon chamber whish is the first step in a 6iologicsl treatment pwcesa- In this chatu6et the au is mhmed in the wgcer to not onlyemuls4 tha ditm,cals tis also used to begin the trausfarmation of rhe natural anaerobic bactei ra mto becoming aerobic 62cteria. In doing ca rhe arrobrc bacte- ria can be uFed in the nem proven to consume 1tEmir-A waste and punt the water fivin &vdopitrg an odor when reused 'Phis water. Omar gated, is then pumped up into the equipment room by nw= of vortmi pumps to be tun duougb hydro cyclones CYCLONIC SEPARATION [he watu that's pumped fiom the aeration tails is sent duough hydro cyclones which cyclonically sepduate any r maming sohds down to i mucron The separated sohdF ate sent back to the first serding tank when: they ate cal- lected for haul away. The danced -&AM n then sen? to t6E bio tank for the mmoval of chemicals Ser reatr"t aide for .rot ev&hatiion af4w treaxrn prvicesx 4 B 10 P - IRK -11 WATER RESTORATION SYSTEM � r i., 'f k �P�'.�1. 3I1 ,. �.-�S'�'�`��.1Y?:. it � =*3.75 � ;! �.� �F.*:=�. Ftp Via. '?�. f..�. Xlr•,M� _.. i'^.::. # BIOLOGICAL WASTE WATER RESTORATION SYSTEMS Water is and roil! alrurrpa r+nsa#u the l#f mao'l of the Peb#de uarsb iMiartry. Without water our industry- wild m longer exist' Water shortages have been experienced throughout the world and the ci wr of obtaining fresh water and the discharge of waste waner have continued to rise. Cities have continually rained prices on toter acrd sewer with no grid in sight. 'lbmw increases will tunrinue to ncga- rntly impact the profits of Vehicle wash sites and some day Force them out of business utiles action is taken to trrar and reuse waste warer. NATURES WAY We tape our dirvctionfidr waste water trerztmerrt fMm Harrup In our environment thenatural ptoom ofelean- nng warn is through the unhzatton of aetabic bacrena to cmul me waste Sewet treatment systems have incor- potaced this technology for year; By biirut gung th,s app-oach so rhe vehicle Bash industry. the nattt- taL process ofbiologically breaking down. used vehide wash chemicals into CO and 1�0 will dramatically reduce a w^ax)>G fresh water intake and sewer discharge cost AQUA B10 iECNNOlB61E5 , �J� THE NATURAL PROCESS OF WATER RESTORATION SOLIDS SEPARATION Iu airy rgP%lirle uaralh aolirls corer#Hg offtbr ru�hirlrs cavi to Ge srtrled out iu setrl#ug Mules where the solids can be roflertnd teal fxteeled auHt y Gravity is free, so by letting gravity settle out the solids in this profess, :slid srpararion is not done with pumps and electricity. AERATION Neer the waste water mdm the settling tanks where the Ingest solids have settled out, the water enter: an tcradon chamber whish is the first step in a 6iologicsl treatment pwcesa- In this chatu6et the au is mhmed in the wgcer to not onlyemuls4 tha ditm,cals tis also used to begin the trausfarmation of rhe natural anaerobic bactei ra mto becoming aerobic 62cteria. In doing ca rhe arrobrc bacte- ria can be uFed in the nem proven to consume 1tEmir-A waste and punt the water fivin &vdopitrg an odor when reused 'Phis water. Omar gated, is then pumped up into the equipment room by nw= of vortmi pumps to be tun duougb hydro cyclones CYCLONIC SEPARATION [he watu that's pumped fiom the aeration tails is sent duough hydro cyclones which cyclonically sepduate any r maming sohds down to i mucron The separated sohdF ate sent back to the first serding tank when: they ate cal- lected for haul away. The danced -&AM n then sen? to t6E bio tank for the mmoval of chemicals Ser reatr"t aide for .rot ev&hatiion af4w treaxrn prvicesx 4 BIO -PRO COMPLETE "WATER RESTORATION SYSTEM" BIOLOGIC CONSUMPTION There are several things going on in the bio chamber with the first being additional aeration. Aeration insures that the bacteria that will be giowti in this tank are aerobic. Aero- bic. bacteria are 90 percent more alive in consuming waste in the water then anaerobic bacteria are. These aerobic bacteria attach m the bio media which fill the bio tank. With the bio tank filled with bio media, the water contain- ing die used vehicle Hash chemicals will come in contact with the active Wcmia whereby the bacteria will consume the chemicals from die water. Tire byproduct of this natural consumption of chemicals by the bacteria will be CO, and HzO which is nonhazardous. CLARIFICATION In the clarification chamber die bio sludge coming from the bio chamber is allowed to wrtle to the bottom of this rank so that it can be putuped to seaxr once a day. CLEAN WATER HOLDING TANK After die dadfication tame, the water gravity overflmvs into the clean water tank where it's stored for reuse iL, the vehicle wash. In a brologic water wsioranon system_ the water needs to continuously eu�culate m that the natival bacwnA are always in die ptes- once of aeration to ktep the bacteria aerobic. If die vehicle wash is closed or is not wa4ung: • chides die hip -6)-rem switches Into at. energy sauing mode watch turns off most all higher horsepower pumps and turns un a mamulation pump that pumps thewatei from the dean %avertanh, I - bade pito tat bio chamber to start rty div, piocxsa over again. Ibis entrgy saving mode reduces the power consumption by 'S percent AQUA BIS !'ECiIMI1D61�,�,��,: (NATER QUALITY EXPECTATION When using the Blo-Pro Complete Water Restoration System the restored water should reach the water quality levels shown below: • Oxygen levels higherthen 6046 • Oil emulsion levels of less then 5 ppm • PH levels between 4.5 — 8A • COD reduction to 1:10 • BODlevels less then 150 mgil As forthe overall TDS levels, these levels can vary based on the level in the incoming city water. Variations can also be found In the winter when salts and de-ice chemicals are used on the roads. The turbidity may change based on the amount of dye remaining in the water which has come from colored foam chemicals used. Dyes are biodegradable but will take more time to break down than wash chemicals.The water may have a slight tint of green or blue but this coloration will - not Impact the performance of the waterwhen reused SYSTEM CONFIGURATIONS The $lo -Pro Complete water Restoration System can be installed In the following configurations: • Above Ground where equipment room space is available • Below Ground in either concrete or fiberglass tanks CAPACITY SIZES Water restoration systems can be custom-built to any ca- pacityorthey come standard is sizes of 3,000 —4,000 —6,000 —10,000 and 20,000 gallon per hour.Larger sizes can be de- signed and bulk to order. SIZING SYSTEMS When sizing a water restoration system Ws Important that the following is known: • Maximum gallons orwater used pervehlde • Maximum number of vehicles that can be washed per hour, per wash bay • The maxi mum amount of chemicals used per vehicle wash AQUA 810 TECHNOLOGIES, LLC. 3730 Sleeth Road Commerce, kil 48382 Ph (248) 529-3404 Fax (248) 684-4070 Entail info@aquabio.co Web www.equabio.cc 5 N K? nj v iv w (l m O m - to r) n 0m m � o I'jG' n 0=0 n CO a:00 .. Q n m M — 70 in w oo to oo VI -I W w ,i w •n W .v rnr-r) m = O r O r m x m T x Or mtLnmo = p Zn m r v, = v, p ,"D VI C) m m K m A &IL PAI PROM PT* CrU RATE: - REL I AM LE- -LABORA-FORIES, INC %%AY%V,PARLAHS,('()Nl _, . , , ': , r, 7 Attn: ";_�, .n . 'P' -Yl -.Cl' -TH V:P A7-'T�) 9950 --=,TY R.,- 9 2 .,,V 1225 I Mc 56442 4.A-! m 2;67E EeZ,9Z;7 P.H VA -UL TPH EC3J, 'l-zll-,il'- I, XE 3c5 Dim N- �L, '* El; � W-7 D ''. - 222221 <E£22213 7 NAYx: IVAY '7 z2 :Ea TPA< F R., # 127§90 F7 i -ji 7 p() lio.41140 - ( V 11honc 331 AQUA B I O TEONKOLOGES 275 W. Willis Rd. Saline, MI 48176 Cell: 248-762-1780 E-mail: tgibney(a)aauabio.co Operator: Plymouth VIP City: New Hope Distributor: Building Roof Land 1 Parking Lot Address. _ State: MN Total Square Footage 45,000 Month mm Inch Rain Total Gal. Jan 0.09 2,025 Feb 0.09 2,025 Mar 2.10 47,250 April 3.10 69,750 May 3.90 87,750 Jun 470 105,750 Jul 4.30 96,750 Aug 400 90,000 Sept 4.10 92,250 Oct 2.80 63,000 Nov 200 45,000 Dec 1.40 31,500 TOTALS 32.58 733,050 Recommended Tank Size 73,305 AQBIO*A OJWW4$--'- Rain Water Harvest & Reuse System The Aqua Bio rain water harvest system contains the following features: Vortex Solids Separation Filter(s) o Simple high precision solids separation uses surface tension (adhesion) in conjunction with a fine stainless steel mesh filter which removes all unwelcome particles. By this process about 90% of the rainwater is captured, filtered and diverted into the storage tank, while the remaining water carrying leaves and other debris is directed into the storm sewer or retention pond. • Aeration Blower(s) o High volumes of air under low pressure are blown through aeration membranes located on the bottom of the rain water storage tank(s). This aeration creates an aerobic environment that will prevent the water from developing an odor as it is retained in the storage tank and used in the wash. • Repress pump o Pump supplied with this system is a submersible repress pump which will deliver 80 GPM of rain water to the wash system. Low Level Float Switches o The Below Ground collection tank and Rain Water storage tank holding the repress pump will be equipped with a low level shut off float switch. o Float switch will also control fresh water supply valve if rain tank(s) are at low level. • Three Way Water Supply Valve o This valve will be controlled out of the systems main control panel and will shut off the rain water repress pump and open the valve to feed fresh water to the wash if the water level in the rain water storage tank(s) get to low level. • Control Panel o Panel will contain all required motor starters and controls to operate this rain water system. 0 Panel will also contain a VFD for the repress pump. The Pro -Rain Hanescing system has been specifically designed to be used for the collection of min water that falls on a locadons PRO -RAIN HARVEST SYSTEM roof and or paved lot. Li nwst cases the rim water collected will be t soft water and will ratige from a pH of 6,5 to 7.5. This water can s W used in the wash facility for: Wash water Chemical mltdng • Rinse water • Washingtowels Supply water to make RO spot -free rinse water (based on quality) • Sprinkling lawns and plants r Flushing toilets (!fan additional UV system is added) All down spouts and lot drains should be plumbed in such a way that the water can flaw directly to the Vor= separation unix which is the first stage in the harvest system. 'Ibis separuimn unit will automatically separate any gravel, sticks or leaves that may come with the rain water, The separated contaminants will be disposed of in the storm sewer. Once the solids have been removed the rain water is depos- ited im u the. underground storage, tank w1mv, a submers- ible pump 1e positioned w ptessuriae the grater and send it back m the wash facilityThe system wind -s with a high and lots level seasm whack contmis the apeiawn set the rep pomp. if tow. w,atet kvcl is reached in the smtage tank the reptcsa pump will turn off and the system control: will open a sputa) ale. tronrc valve ra tend cth water to decokes running an min wam This eonnol wdl ptevem rhe re- preou pump liom runri tg div and inwte that any devisxs tuttnmg on iain water will auromancall) bt supplied with cry mater. AQUA BIO' J, This sYsrern comes with an aeration pump rho sends high volumes of air tutder low ptesaute to acrators positioned in the bottom of the storage tank. This aeration will pre vnr rhe rain water from developing an odor which can farm in magnant water. 46ro incorporated into the rainwater yiytem is an ultrasonic unit that floats in the swtagc tank water and sends out an tdtt,.sonic sound wave that desnan-s any algae that may grow in this stored Water. A. rain water collection calculation can bt. supplied to anyone rnvestigwng the posubiiitq of'ineatpoxa tng the rain watet harvest spsteni. Contact Tout local equipment dutnbumr tar your specific oollmuon cmleularton. You wd nerd to knew the squaw limtagtof the building root and the paved area of rhe paperty befoic this calculation can be performed To bat nunagt cmo we moat firs. udhzc the wgoutces available io us Rain water has been an umapptd sounx of water than can be utilised m ail[ weak facilute:. Thr Pro -Rain Hnrvrsung System will supplyyour location with a genorow supply office Water that an be unlized duoughout yaut faci[tn. AQUA BIO TECHNOLOGIES 3730 Sleeth Road Commerce, MI 48382 Ph 248.529.3404 Fax 248.684.4070 Email info@aquabio.co equabio.co 3 RCRYLITE�J Technical information 16 mm ACRYLITE' Heatstop high impact acrylic double -skin sheet - cool blue white 16 mm+0.8mm (0.630° ± 0.031 ") 00 0•. No Drip one exteriDr surfEce -25 mm 1 -25 mm -32 mrn -32 mm (-1.26`) �h 0.261) 1. ACRYLITE' Heatstop high impact acrylic sheet is an 111 - (infrared) reflecting, heat -insulating and highly weather resistant double -skin sheet made of high impact acrylic (polymethyl methacrylate, PMMA). The Heatstop component is uniformly distributed throughout the entire sheet. 16 mm ACRYLITE' Heatstop high impact double -skin sheet is suitable for sloped, curved and vertical applications including the following: • Canopies Carports • Patio Covers Pool Enclosures • Sunrooms Skylights • Clestory Glazing Retail Greenhouses Advantages of 16 mm ACRYLITE' Heatstop high impact acrylic double -skin sheet: Solar energy is reduced up to 75%. Transmitted light results in a cool blue interior sheet color, making a very pleasant and cool environment beneath the glazing. The sheet has an exterior gold sheen with reflected light. Impact resistance during transportation, handling and installation. Hail -resistant with a 10 -year guarantee for withstanding hailstones with a kinetic energy of 1 joule ACRYLITE® can be recycled in an environmentally friendly manner. Thanks to its special technology, the ACRYLITE' Heatstop high impact acrylic double -skin sheet effectively reduces the sun's heat radiation. The color impression may change depending on viewing angle and lighting conditions. Non -prorated, full replacement, 10 year light transmission and 10 year hail warranties. For details see warranty. 16 mm ACRYLITE' Heatstop high impact acrylic double -skin sheet- cool blue white I June2014 Page 1/3 Technical Data (Typical values) Cool Blue White (WZ007) UV Transmission U -value R -value Coefficient of Heat Expansion (a) Expansion Due to Heat and Moisture Thickness Rib Spacing Width Length Light Total Energy Shading Transmittance Transmission Coefficient D65 Values (SC) 28% 25% 0.23 blocking 2.5 W/m'K (0.49 BTU/hr•fta•OF) 2.04 °F/BTU•hr•ftz 0.09 mm/m °C (0.00005 in/in/°F) 6 mm/m (1 /16"/ft) 16 mm 1200 mm (47'/,") up to 5550 mm (28 ft) Approximate Area Weight 4.5 Kgm2 (0.9 Ib/ft2) Weighted Sound Reduction Index 24 dB Maximum Service Temperature 70°C (160 OF) ASTM D-635 (Rate of Burn) C2 / CC2 ASTM D-1929 (Self Ignition Temp) 830 OF ASTM D-2843 (Smoke Density Rating) 7.0% CAN/ULC 5102.2 < 150 Flame Spread Classification DIN 4102 normal combustability, B2 Minimum permissible cold -forming radius of 96" (150 x thickness) Values are approximate. Environmental Sustainability ACRYLITE® Heatstop high impact acrylic double -skin sheets' natural heat insulating qualities can translate into significant energy savings, making them an ideal choice for eco -lighting and building green. The sheets are built to last using environmentally sound manufacturing processes in facilities that have received I50-14001 environmental certification. In addition, if the time does come for replacement, ACRYLITE® can be recycled in an environmentally friendly manner. No Drip The water -dispersing, patented No Drip coating applied on one side of the sheet causes any surface water to form a thin, continuous film. When the sheet is installed with the No Drip coating on the outside of the roof, the coating can support the natural cleaning of the roof by rainwater. When the coating is on the inside, it contributes toward preventing any condensed water from forming drops and thus averts the damage caused by condensation. Fire Behaviour The fire behavior of ACRYLITE° is rated as C2 or CC2 according to ASTM D-635. ACRYLITE® burns almost entirely without smoke according to DIN4102 and ASTMD-28843 and is easily extinguished. The smoke gases produced by ACRYLITE® are neither accutely toxic according to DIN 53436 nor corrosive according to DIN VDE 0482-267. Due to its excellent rigidity, large areas can be glazed quickly and efficiently. Few intermediate supports are required to carry substantial uniformly distributed loads (refer to Support Spacing data chart). Reduction of structural members means less shading thus increasing light levels. Evonik Cyro Canada Inc. 116 mm ACRYLITE° Heatstop high impact acrylic double -skin sheet -cool blue white I June 2014 Page 2/3 Support Spacing As flat glazing supported on all sides, 1200 mm wide 16 mm double -skin sheet requires no additional cross members for uniformly distributed loads up to 15.7 Ib/ft2 (750 N/mz). For greater loads, the recommended spacing is given in the support spacing chart. Maximum allowable spacing is in the direction parallel to the sheet's ribs. Refer to local building codes to determine the applicability of these values to specific applications. Building codes will indicate the design loads to be used to determine the maximum span lengths or support spacing. Suppor t Spacing Chort 16 mm ACRYLITE° Heatstop high impact acrylic double -skin sheet width as delivered 1200 mm (47%') Load Support Spacing [N/m2] (lb/ft2) 1m1 (in) 750 15.7 1000 20.9 4.0 158 1250 26.1 3.1 122 1500 31.3 2.8 110 1750 35.5 2.6 102 2000 41.8 2.5 98 2250 47 2.4 94 2500 52.2 2.2 86 2750 57.4 2.1 82 3000 62.6 2.0 78 ACRYLITE° is a registered trademark of Evonik Cyro LLC in the Americas. These same products are manufactured and marketed under the PLEXIGLAS' trade name on the European, Asian, African and Australian continents. Certified to DIN EN ISO 9001 (Quality) and DIN EN ISO 14001 (Environment). Important Notice: This information and all technical and other advice are based on Evonik's present knowledge and experience. However, Evonik assumes no liability for such information or advice, including the extent to which such information or advice may relate to third party intellectual property rights. Evonik reserves the right to make any changes to information or advice at any time, without prior or subsequent notice. EVONIK DISCLAIMS ALL REPRESENTATIONS AND WARRANTIES, WHETHER EXPRESS OR IMPLIED, AND SHALL HAVE NO LIABILITY FOR, MERCHANTABILITY OF THE PRODUCT OR ITS FITNESS FOR A PARTICULAR PURPOSE (EVEN IF EVONIK IS AWARE OF SUCH PURPOSE), OR OTHERWISE. EVONIK SHALL NOT BE RESPONSIBLE FOR CONSEQUENTIAL, INDIRECT OR INCIDENTAL DAMAGES (INCLUDING LOSS OF PROFITS) OF ANY KIND. It is the customer's sole responsibility to arrange for inspection and testing of all products by qualified experts. Reference to trade names used by other companies is neither a recommendation nor an endorsement of the corresponding product, and does not imply that similar products could not be used. Evonik Cyro LLC 299 Jefferson Road Parsippany, NJ 07054 USA PHONE +1 800 631-5384 wvvw.acrylite.net www.evonik.com Evonik Cyr* Canada Inc. 18o Attwell Drive, Suite 1o1 Toronto, Ontario M9w 6A9 Canada PHONE +1 888 233-4527 www.acrylitebuildingproducts.com June 2014 Evonik. Power tocreate. � EVC�pnIK W N n x m H n M z Lon z a z Lna m m z z 9 m V) CQ w� G7 � an vm mm v S-4" OO z X rlZX X X X N= X m m m aoo -SOA Or) S m �nmm mm X =>n �"' o n V "n n n n Om- n m Li � Om �= � m m 6 A I oLA D O z m b p � Blower S stem Noise Stud Abstract: In this document you will find the results from a noise test performed at Tommy's Express car wash in Grand Rapids, Michigan. This car wash is located on a 5 lane major road crossing the city of Grand Rapids. This is a 12 producer system at 15 h.p, each, configured as a standard Tommy blower configuration. This blower system incorporates the stainless steel impeller housing, the producers using the plastic housing may produce less noise. NEW - <•t' Noise Levels Both the amount of noise and the length of time you are exposed to the noise determine its ability to damage your hearing. Noise levels are measured in decibels (dB). The higher the decibel level, the louder the noise. Sounds louder than 80 decibels axe considered potentially hazardous. The noise chart below gives an idea of average decibel levels for everyday sounds around you. Copyright. 2008 Tommy Car Wash PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com Very Loud 150 dB = rock music peak 140 dB = firearm;. air raid siren, jet enginr 130 dB =-.ickliamnicr 120 dB =jet plane take -off, amplified rock music at 4-6 ft., car stereo, band practice Lauder 110 dl = rock music.. model-iirPI.111C 106 dB = timpani and bass drum rolls 100 dB = snowmobile, chain saw, pneumatic drill 90 dB = lawnmower, shop tools, truck traffic, subway !-onrl 80 dB alarm clock, busy street 70 dB = busy traffic, vacuum cleaner 60 dB conversation, dishwasher Moderate 50 dB = inoderate rainfaI I 40 dB = quiet room Faint 30 dB = whisper, quiet library Copyright. 2008 Tommy Car Wash Systems. - 1 Createdft deskP aI:--httpJfffww.-dudesk7mm_.... Decibel readings from Tommy Blower System O 1n this case the last blower is approximately 10' from the exit door of the car wash. These readings start at the nozzle of the blower (0') then proceed in increments to the exit of the wash and then outside of the wash. ■ At the nozzle 104 dB ■ 5' 103 dB ■ 10' 102 dB ■ At the exit door 102 dB ■ 5' out the door 101 dB ■ 10` out the door 97 dB ■ 15' out the door 94 dB ■ 20' out the door 93 dB ■ 25' out the door 92 dB ff 35' out the door 90 dB ■ 45' out the door 87 dB ■ 55' out the door 66 dB O While taking these readings from the car wash we noticed at 40' from the exit door the amount of road noise was equal to the amount of noise produced from the car wash. Below is a drawing of this particular site with reading points as listed above. a;- y, 7 r �t i 3.. - 4 Copyright. 2008 Tommy Car Wash Systems. 40' Road noise equal to noise produced by car wash O As another comparison to noise levels, below are the sound level readings traveling down the highway in a car at 75 mph. These levels were taken from 2004 Malibu. o 104 dB with the windows down o 93 dB with the windows up. Overview o After looking at this study we find that sound readings alone are not enough to determine what "loud" really is unless you have other common sound level to compare them to. Sound levels produced from a car wash have been generalized as "loud" but in reality these levels are not any louder than most everyday common noise. Copyright. 2008 Tommy Car Wash Systems. PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com Copyright. 2008 Tommy Car Wash Systems. PDF Created with deskPDF PDF Writer - Trial :: http:/Iwww.docudesk.com AUG 2 4 2017 vSamba ek �Engineering I Surveying 9 9 eying I Planning Environmental August 25, 2017 City of New Hope 401 Xylon Ave N New Hope, MN 55428 SUBJECT: Plymouth VIP Auto New Hope Convenience and Gas New Hope, MN City Comments Response Please find below the written responses to the comment letters; Design and Review Committee (August 17t^), Stantec Plan Review (August 17th), and West Metro Fire -Rescue (August 16th). Design and Review Committee Easements. Any improvements/landscaping in the city's street easement shall be subject to an easement encroachment agreement requiring the property owner to replace any landscaping that is removed from the easement for street, utility, or drainage work. An easement encroachmentagreement will be provided. Gas Sales/Convenience Store. The applicant demonstrate 90 degree cutoff lighting for the flared end of the canopy. We have added the B1161,7 rry to our schedule showing 0Nuplight and included the Top TierIES report The applicant identify location and height of all rooftop and ground mounted mechanical equipment. All equipment must be screened. All rooftop andground mounted mechanical equipment will be screened and depicted on the plans at building permit submittal. The trash enclosure structure must match the convenience store in design, .materials, and color. The trash enclosure has been matched to the convenience store. The applicant must secure all licenses and certification for food handling and preparation. Noted. `!'�31�1f YAYAn1Ala+AYi1 T _:1,ir7Arr� ��I�t=' 6j�1i1r111�rOC?�el"�k4^-x 1Yl��v o�o�Y:�` 'ip� _ es,�u.> •� P Plymouth VIP Auto August 181h, 2017 Page 2 Consider angled gas pump islands to improve circulations around the gas pumps. Angledgas pumps were evaluated, but ultimatelypumps perpendicular to the store were chosen as the preferred option. The applicant provide samples of the exterior building; materials and architectural data to demonstrate durability, wear, and code compliance. Exterior building samples and architectural data will be provided. The applicant provide information on noise generation from the proposed vacuums and noise levels at the south property line. Noise levels will be provided. Shift the vacuum area west to meet the parking lot setback and provide screening. An agreement has been reached with the City of Crystal that will allow landscaping to be placed within the ROM, therebymeeting the screening and landscape requirements for the car wash area. As a result, the vacuum area has not been shifted Provide parking lot screening along the east side of the vacuum area. Landscaping and/or fencing must be on site. This street easement belongs to the city of Crystal. An agreement has been reached with the Cit the ROW, thereby meeting the screeyofCrystal that will allawlandscaping to be plated within ning and landscape requirements for the Or wash area. Trash receptacle locations. Trash receptacle locations are now depicted on the Civil Site Plan. Location and deign of the vacuum equipment, Location and design of the vacuum equipment will be provided at building permit submittal. Signage for vacuum operation. Signage for vacuum operation will be provided atbuilding permitsubmittal Compliance with the separation requirements of the Fire and Building Codes for an underground tank. The propane tankhas been reduced in size and rotated to now comply with hre and 6ui1dinr I R-JIJf, ,r8rV6t:4rt=?JI=7 is rdAva:a uiCti$ Sjoe', Avi[�n��L�S .jr1`.-QL: (e 67RCy�.ia' Wilk �f"afah !\r. ro,.� 4..�lITi'�nl�.....R; -*4...U. *TAM ,.�._._._,_ .:_ice ..a..rr .� =i- ._-- Plymouth VIP Auto August 18t', 2017 Page 3 Provide a fill port access location that can accommodate a 30 -foot truck. Fill port access is nowprovided on the westem side of the propane tank island. There is Space there to accommodate a 30'truck Operation and warning signs shall not exceed four square feet. Noted. Trash enclosure elevation must match the ,convenience store in materials, design, and color. The trash enclosure has been modified to nowmatch the convenience store The applicant shall arrange garbage pickup to occur during daytime business hours to avoid noise issues with the residential property to the south. This should also be considered for employees depositing garbage into the dumpsters. Noted. Easement encroachment agreement required for all landscaping in the stmt easements. Noted -317 easement encroachment agreement will be provided.. Screen the east side of the vacuum area. Landscaping has been placed to adequately screen the eastem side of the vacuum area. Provide additional landscaping along the north and east side of the car wash. Additional landscaping has been added along the north and eastsides of the car wash. The six-foot screen fence must be set back 10 fMet from the Nevada and Maryland Avenue North easements. The fence now ends 10'shy of the right of way for both Nevada and MarylandAvenue. The applicant must provide a snow removal plan for the site. Snow will be removed from site via hauling. Bicycle Parking. The applicant must provide a location and bike rack details to accommodate four bicycles. A bike rack is depicted on the Civil Site Plan, detail for which will be provided at bulding permit submittaL 480 I440AIt N' DIV'— 6'lAe 9 -UG G. AVIOw 0.jWW j4ttS_ lL7�1:u510Fui, i� Me +e4Ufiea 4410 :jViopn;drl^. kirn _-4W&- afrtk. •VJnr, �O. Ra Plymouth VIP Auto August 1811, 2017 Page 4 Pedestrian Access. Investigate additional pedestrian access options from the north and east. The applicant shall construct the sidewalk along Nevada Avenue North to city public sidewalk design templates crosswalks must be provided between sidewalks and the storefront. A sidewalk has been provided from the westem driveway, north along Nevada Avenue, to the public sidewalk on Bass Lake Road. A pedestrian route has been provided from this sidewalk route to the storefront. Consider angled gas pump islands for improved circulation around the pumps. Angledgas pumps were evaluated, but ultimatelypumps perpendicular to the store were chosen as the preferred option. Relocate the propane fill port location to accommodate a 30 foot truck. Fill portaccess isnowprovided on the western side of thepropane tank island. There isspace thereto accommodate a 30'truck. Demonstrate 90 degree cutoff lighting for the flared end of the gas canopy. We have added the BUGrating to Our schedule showing 0%upli9htand included the Top Tier lureport Reduce boundary light levels to 0.4 -foot candles along the residential zoning to the south. We have lowered the output for new type GGand relocatedslightlynorth to achieve 0.4FCat the south property line Reduce light levels across the vacuum area. We ha ve lowered the output and added a new Type GG, IFCAYGand 3 JFCMAX (old layout was 2 97FC AV6 & 4.7CMAX) Provide a cut sheet for light fixture "FF." We have included cut sheets for the type AA Top Tier, FF & 66 Geon fixtures The plans do not indicate where the Fixe Department Connection (FDC) will be located on the car wash building. The FDC shall be located on the west, northwest, side of the building. The car wash FDC has been depicted on the Civil Utility Plan Verify that the underground propane tank is at a minimum 10 feet from any vent openings to the building or soffits. The underground propane tanknow resides more than 10'awayfrom the building. Questioning the location of the underground propane tank located directly under the parking stall. Will this hamper access to the tank if needed? 3p�.ylf; 4hYA�ra,hrYfj{� _C1Nh+R:i 69ilf6d� S{7�. A•l�lRlol���lPudss ,�v�^Y o�ej$t Y:� �:��-'*sr^+`r�silmii ? q�5!f"afro,:dt,.anjur�k`ic7;.i��rycb ti..rsr- PAW ,Vitr..fxv—, :alp td., -rte, y .: r�_. w....... Plymouth VIP Auto August 181h, 2017 Page 5 The underground tank has been rotatedas to be located outside of the parkingstall A permit application shall be pulled for fuel tank/pump stations, and the propane station for farther review and approval. Noted. Stantec Plan Review Remgyals Plan A removals plan (satisfying the requirements Ofremoyd& comments 1-5) will be provided at building pem/tsubmittal Install concrete driveway aprons and pedestrian ramps per the attached standard details. The details will be added to the Civil Plans at building permitsubmittal Consider enlarging driveway width at Nevada Avenue to allow for turning movements. The driveway at Ne vada has been modified to allow for improved turning movements Provide additional emergency overflow information In regards to the underground tank system. In the condition that the underground tank system reaches capacity, OW 01 containsan outlet pipe elevated25'above the bottom of the structure. When the water in the underground system reaches 3/7 elevation of 9733, it will then begin to flow west to the storm sewersystem in bass lake road. Provide additional detail on the Bio Pro Complete Water Restoration System. Detail on the Bio Pro system will be provided at building permit submittal. Provide additional detail on the emergency overflow of the underground tank system. In the condition that the underground tanksystem reaches capacity, OW 01 contains an outlet pipe elevated 25'above the bottom of the structure. When the water in the undergroundsystem reaches an elevation of 873 5, it will then begin to flow west to the stonn sewersystem in bass lake road. Provide additional detail on the flow splitter at CBMH 02, A detail for the flawsplittermanhole will be provided at building pennitsubmittal Pd i1 '"yT-AY0 Gta�wf_4Ra 6.14 *� �f61� SisIel I►+1IInIn[ail : C� ihll�� ]�ui��! *:f8,�"S jCk.:Sox..c -401IF.*Njita. R? 'iriY=��r�.Mr�. a$11=g•L^9�v.. .,rpx sin.., .r•..sr Plymouth VIP Auto August 18th, 2017 Page 6 Review new storm sewer and existing sanitary sewer main separation along Bass Lake Rood. Maintain 10' separation or provide water flight seats at structures and within the pipe. Water tight seals are provided. Details will be providedatbuildingpennitsubmittaL Install sanitary wye at sewer main just south of Bass lake Road. rather than connecting to the City of Crystal sewer main on Maryland. Coordinate with City Public Works and Engineering. The Utility Plan has been revised. Ali water services for the proposed gas and car wash building shall be cut in with a tee at the Nevada water main (City of New Hope water main) . Provide tee at existing service location to remove existing service. The Utility Plan has been revised. Clearly identify and label City of New Hope and City of Crystal utilities. Coordinate with Public Works and Engineering. The plans will be revised to clearly designate the respective utilities at building permitsubmittal. This property is located within the Shingle Creek Watershed Management Commission, but does not require a plan review. Based upon the disturbance area, the applicant needs to meet the Commission rote, quality, and volume requirements for the entire site. Noted Submlt storm water modeling. The preliminary storm water management report has been provided. A storm water maintenance agreement is required for the underground storm water storage and treatment system. The City will provide a sample agreement. Noted. Provide City of Crystal plans for review of the new driveway tocotion at Maryland. The City of Crystal will be provided plans Provide Hennepin County plans for review. Hennepin County will be provided plans Applicant should submit copy of the geotechnical report. The geotechnical report will be provided. ;Irk:;O�y, vxvA a sq a, Glnrxe=; b b��li: iYjtG3l �e1nli4%S ON �X'l�"�- :��e.,_rrS�#nlu q�la3LidnilC�.,53 6.. ho= LI(O .VIn.vnK IN-.. •sww - Plymouth VIP Auto August 1811, 2017 Page 7 Provide record plans or as -built drawings following project completion, as required by engineering. Record plans oras built drawings will be provided upon project completion. West Metro Fire -Rescue District The plans do not indicate where the fire department (FDC) will be located on the car wash building,. The FDC shall be located on the west. northwest side of the building. The car wash FDC is now depicted on the Utility Plan. Verify that the underground propane tank is at ininirnum IQ feet from the building. The underground propane tankisgreater than 10'from the building. T'lte vents for the propane tanks shall Also be located at minimum 10 feet from any event openings to the building or soffits. Vents for the propane tank are locatedgreater than 10'from vent openings orsofirits: Questioning the location of the underground propane tank located directly under the parking stall. Will this hamper access to the tank if needed? The underground tank has been rotated to no longer be undemeath the parkingstalL A permit application shall be pulled for fuel tank/pump stations, and the propane station for further review and approval. Noted k. fll� yfiYl blitz u (z B -WAS" "'Ct_4M :%U£ }i3 at is a1YI=19IiC'�elala��-1=[a�t blglid 0 {_.1�1Q:Ihlsl-9�e-�� o: Yai:�. _L� _�dO �Cx:�' WI101E01-JWi.,oeclell :=.. ... .. Chiroich Aaron From: Mark Ray <Mark.Ray@crystalmn.gov> Sent: Monday, August 21, 2017 10:14 PM To: Chirpich Aaron Cc: Dan Olson Subject: 7201 Bass Lake Rd Good Evening Aaron, I am good with the proposed exit -only driveway access to Maryland Ave N. With regards to the landscaping in the Right of Way (or maybe it was an easement, I do not recall off the top of my head), as long as it complies with our Code requirements we are good with it. Here is the Code: 800.20. Boulevard plantings Flowers, ornamental grasses, fortis and bushes grown on that part of any boulevard inside the roadway to the property line of the adjoining landowner (or sidewalk, if one exists) are allowed without a permit from the city, provided they meet the following height requirements, and comply with other portions of the city code, including sight triangle restrictions pursuant to subsection 515.07. Nothing in this subsection excuses participating parties from complying with section 640 governing noxious weeds except that ornamental grasses may be grown in compliance with this subsection. Nothing in this subsection excuses participating parties from the responsibility of obtaining clearance from Gopher One prior to digging pursuant to Minnesota Statutes, sections 216D.01-.09 nor from liability for any resulting damage to utilities. a) From the curb inward for five feet, only grass or groundcover may be planted. b) From five feet inward to ten feet inward from the curb, a maximum plant height of 18 inches shall be maintained. c) From ten feet inward from the curb to the end of the easement, no plant height restrictions shall apply. (Added, Ord. No. 2000-9, Sec. 2) We also request that the Crystal residents around the project site are notified of any public hearings or other opportunities for comment on the proposed project. Please let me know if you need anything else or have any questions. Have a good night, Mark Melodie Hanson 5624 Nevada Ave North, Crystal, MN 55425 763-291-8413 mhanson504@comcast.net DT: August 24, 2017 TO: Crystal City Councilmembers; New Hope City Councilmembers; City Managers and City Planners FR: Melodie Hanson, Crystal resident RE: Notice of Public Hearing for Conditional Use Permit for 7201 Bass Lake Road —Application to build a Convenience Store, Gas Station and car wash NH File No. 131.01-17.01 Dear Municipal Leadership: One week ago I received a notice from the City of New Hope Planning Commission of the proposed change in commercial property at 7201 Bass Lake Road — a New Hope property zoned CB --Community Business. This property has previously operated a tuxedo and bridal shop and operated under what one would normally consider business hours. My residence is four houses from Bass Lake Road on the Crystal side of Nevada — directly across from this property. I have lived there for over 25 years. After receiving this notice of public hearing, I began to investigate what the impact would be on local residents. In the process of investigation. I learned: • Planning/discussion around this property has been going on for over six months (according to a memo to the New Hope Planning Commission from Northwest Associated Consultants, Inc., dated 8/16/2017) • A citizen input hearing will be held in the City of New Hope on September 25, 2017 in front of the New Hope Planning Commission • Only residents within 500 feet of the commercial property were notified — meeting the notification requirements of this public input hearing • It appeared to me that there has not been a lot of communication on this property with both New Hope and Crystal City Council, City staff — most advised my call was the first they had heard of this—while later I learned that there had been some communication between Crystal and New Hope planning offices • While the property is already zoned as Commercial Business, a Conditional Use Permit is required due to "design" considerations outside of normal city requirements/guidelines • New property site access will be available from both Nevada Avenue and Bass Lake Road • Currently there is not a request for a liquor off -sale license Proposed changes to this commercial property: Two buildings to be constructed — one for a car wash (separate business) and one for a convenience store and gas station with limited outside sales (RedBox, propane, firewood, etc) • Proposed hours of operation: o Convenience Store— 5:00 a.m, to midnight o Gas Pumps — 24 hours on the north side of the property (facing Crystal residents) o Car Wash — 6:00 a.m. to 10:00 p.m. north side (facing Crystal residents) o Outside vacuums (east end of the property) Available 24 hours City regulation variances being requested: Convenience store south side setback, required: 20 feet — proposed: 5 feet Parking Lot/Setbacks, east — required: 5 feet — proposed: 0 feet Parking Lot/Setbacks, west — required: 5 feet — proposed: 0 feet Trash enclosure setback variance: Plan variance is for an 18 foot setback, instead of the city -required 20 -foot side yard setback e Canopy height: 20 feet is allowed — 26 feet is being requested to incorporate solar panels ■ Car wash design —The applicant is requesting a deviation from the New Hope Commercial Building Design Guidelines related to exterior materials and color Landscaping within the street easements There were a number of design elements not yet decided upon for which the City of New Hope is requesting additional information. Of particular notice is that the review from Northwest Associated Consultants seemed to address impact to the residents on the south of the property. However, there was little or no mention of the impact on the residents to the north of the property —where the 24-hour pumps will be, the car wash and of which directly aliens with the Crystal neighbors residing on Nevada — north of the proposed business. Upon expressing my concerns around quality of life changes for surrounding neighbors, i stated the following and heard the following responses from planning office of New Hope: Question: Will there be alcohol sales on site? Concerns behind question: There seems to be liquor sales on every corner of the New Hope/Crystal corridor—Broadway residents already hear the loud garbage collection noise from M.D. Liquor Answer: The pian does not mention any sales of alcohol. Question: Can the city limit the hours of operation? Concerns behind question: o increased traffic, noise and potentially disruption to residents during nighttime—with pumps 24 hours and convenience store open all but five hours within a 24-hour time period o I drove by the VIP gas station/car wash in Plymouth —169 and 42"d and realized the car wash has a very, very loud exit noise — buzzing to alert pedestrians — having this potentially go off from 6:00 a.m. to 10:00 p.m. at night o Hearing that this plan will increase traffic and noise, our babies (and adults) living in the area could experience less than five hours of uninterrupted noise level by their homes/bedrooms (or potentially less with 24-hour pumps). Children who get enough sleep are more likely to function better and are less prone to behavioral problems and moodiness. The National Sleep 2 Foundation recommends the follow sleep patterns for children to promote alertness, memory and performance: o National Sleep Foundation Recommended Childhood Sleep Patterns: Age Recommended Hours of Sleep 0-2 months 10.5 —18 hours of sleep 2 —12 months 14 —15 hours of sleep 1— 3 years 14 hours of sleep 3 — 5 years 11-13 hours of sleep 5 —12 years 10 —11 hours of sleep o This Broadway neighborhood has recently seen an increase in traffic (both foot and vehicles) in the past two years, as well as what seems to be an increase in police calls, thefts, etc. (NOTE: Both cities police departments are exemplary in their response times. Thankyou!) o The Problem of Robbery of Convenience Stores —2014 COPS office Publication stated, "Convenience store robbery is but one aspect of the larger set of problems related to robbery and to commercial establishments. Although all robbery types share some common features, convenience store robbery warrants special attention because convenience stores have special characteristics." Page 7 of this report states: "Operation hours are by far the strongest factor contributing to convenience store robbery, particularly for stores open 24 hours a day." Page 13 stated in one study (not a study in Minnesota — but worthy of paying attention to) found that "50% of all convenience store robberies happened between the hours of 10:00 p.m. and .12:00 mm.",- with three days (Friday, Saturday and Sunday) accounting for 60 percent of the robberies. The report further went on to state, "50 percent of the convenience store robberies occurred between November and February, consistent with findings that property crimes occur more Ire uently_during winter months." Answer heard: o There are no regulations on commercial business hours and the City cannot regulate a business' hours o The City cannot say no to this proposal or regulate hours and they "could get sued" o The complaints about increase noise and traffic and police calls in your neighborhood are a City of Crystal issue — not New Hope's o There was a written admittance from the planning office of New Hope that this plan will definitely increase traffic and potentially noise o The statistic around burglaries/theft/noise are "current statistics and that is no indication that this plan will increase those statistics and we cannot hold this business responsible for what may occur" o "I understand your concerns and have heard some similar concerns from neighbors to the south. 1 would have some of the some concerns. i too, may consider moving." (Although now that statement is being denied — perhaps I heard it incorrectly??) Question: What about the safety of children walking daily to and from St. Raphael's School? Was a traffic flow study done? Concerns: With clearly admitted (and obvious) increase in traffic, will our children be safe? St. Raphael's school is directly across Maryland and has students walking, as well as being dropped off and picked up every day of the week. I do not know of too many gas stations right across the street from school buildings — especially schools with primary grades. Answer heard: This plan does not call for a traffic flow study— it is a heavy traffic main artery. "Perhaps a safety study would be more appropriate, but not a traffic flow. The plan does not require a safety study." Question: if the plan does not require a safety study, did the planning commission ask or could they ask for a safety study from the CUP applicant? Answer: We could ask; we have not asked for a safety study. Question: Why was the community not brought into this planning process sooner? (The planning has been in discussion on this for over six months). Answer: This is the legal requirement for the city, to hold a public hearing and that is when the public can voice their concerns. The City is adhering to the legal requirements. Concerns: Asa long-time community organizer within these two communities, I have often heard city leaders state they have a hard time finding participation on boards, commissions, events from a diverse socio-economic and racial balance of their city. My response to this: If there is to be meaningful input from a diverse representation of citizens, citizens must feel that their input is valued and not "as a requirement by law or government need to satisfy representation of demographics." To hold a public input hearing over six months after planning has been underway and then to tell the public that their input is wanted and valued but nothing can be changed due to regulations and fear of lawsuit, does not lend itself to participation in a broad sector of the community in the future. Community members generally want a say so in their community— not that they expect their wishes to be acted upon, but to at least be heard before decisions are made. Suggestion: How about trying to include a notification to impacted residents right away, at the beginning of any CUP application, so this may help guide the planning activities in a way that fosters community, supports success of a local business and responds to the desire of retaining and attracting homeowners. Suggestion: When redevelopment affects residents in multi -jurisdictions, what about a joint planning and input session between the two cities, which gathers input from the homeowners impacted and who are paying taxes. The City of Crystal held multiple opportunities for citizen input on the Bass Lake Road improvements proposed around park and Bass Lake Road improvements and light rail. As a homeowner four houses off Bass Lake Road and one block (if even) away from New Hope, I have not been apprised of any community input on the western development strategies for New Hope's section of Bass Lake Road. Yet, this project has the propensity to greatly affect the quality of life for me and my neighbors. The New Hope City Comprehensive Plan states: "3. Within Planning District 6, an aggressive strategy for enhancing the commercial character along Bass Lake Road is recommended, including: a) Maintain or expand the commercial land use patters along Bass Lake Road to increase the land area for commercial redevelopment b) Assemble and redevelop smaller commercial sites to create larger commercial lots for contemporary retail, service and office uses c) In cooperation with the City of Crystal, establish a commercial streetscape that enhances the overall character of the Bass Lake Road commercial corridor." Quality of life is important to all. What perhaps saddens me the most is over the past twenty years working with youth in the communities, ' have heard representatives from both police departments 4 state: "Anything you can do to help the youth residing on Bass Lake Road and north would be helpful. These families could benefit from additional resources." My sadness comes in the missed opportunity–which probably was not on anyone's radar. The possibility of the two municipalities purchasing this foreclosed property and working with the community to develop a strategy that reaches out to neighborhood youth. How amazingly impactful might that property have been on serving the children residing in the neighborhood, at the PPL subsidized housing across the street and the children residing within the multi -housing units on 169 and Winnetka. Both locations where I have been contacted about providing services on site for these children –as they are isolated and no creative space for them after school, summertime and where their neighbors are concerned about their behavior. Just imagine the impact – a local Tree Trust or a local Cookie Cart or some after-school opportunity for the children at the PPL subsidized housing and the multi -complex housing on the corner of Bass Lake Road and Winnetka, intertwined with single-family homeowner children – building community. Perhaps this wouldn't be tax base property for the two cities – but think of the savings that could be realized in potentially reduced crime, increased social - emotional well-being for our children and increased experiential and mentoring services for under- served youth—who knows, even increased academic scores –which the two municipalities could have claimed fame in. I truly believe both cities believe and support youth development –I think this is what saddens me even more. What also saddens me is for the first time in 25 years, I feel a real disconnect and concern over the quality of life in my neighborhood –to the point of potentially seeking a different residence. Planning and Development seem to look at placing higher traffic, commercial businesses which have the propensity to increase neighborhood crime in neighborhoods that are already perhaps suppressed in their socio-economic capacity, their support structures and their access to services. Perhaps this is because these neighborhoods seem to be less vocal in their thoughts and input. Perhaps because these neighborhoods tend to be the working poor–families working two jobs. Perhaps because it is what is felt is right for amain thoroughfare. Perhaps this is an unintentional or intentional separation of classism. Perhaps I am just ignorant in my belief that community engagement is necessary for a strong community sense of belonging and healthy, vital communities. Meaningful community engagement is necessary to impact overall increased community health, vitality and sense of belonging. I urge the two cities to: • Work together on the remaining plans for adjoining commercial properties which affect both cities. Create change in meaningful engagement of citizens – engaging them prior to decision making in their neighborhoods and regardless of what the minimum regulations are for public input Adopt healthy living commercial property that takes into account the impact of factors known to increase thriving behaviors in neighborhoods, reduce risky behavior and adverse childhood experiences, and not just increase tax base. There have been two gas stations on this corridor of Bass Lake Road – both where neighborhood children have witnessed a robbery and gang fighting – both where the stations were eventually shut down. Respectfully, Melodie Hanson 61 Chirpich Aaron From: Sara Cwayna <scwayna@plymouthmn.gov> Sent: Tuesday, August 29, 2017 2:35 PM To: Chris Robins Cc: Chirpich Aaron Subject: Plymouth Station Holiday Information Attachments: 20170829_132140.pdf Chris, I am resending this because one of the New Hope email addresses bounced back to me. Per your request, I've attached a copy of the letter that we received from the Minnesota Crime Prevention Association (MCPA) notifying us that Plymouth Station Holiday was chosen as the recipient of the 2016 MCPA Business of the Year Award. Also included is a letter to confirm that Plymouth Station Holiday remains in excellent standing with the City of Plymouth for its ongoing efforts to keep tobacco products out of the hands of youth and a confirmation that your business actively participates in Plymouth's SkimStop program. Thank you for your dedication to make Plymouth a great place to live and raise families. Please let me know if you have any questions or need additional information. Sara Lynn Cwayna I Plymouth Police and Fire Department City of Plymouth 3400 Plymouth Boulevard Plymouth, MN 55447 Phone: 763P509.5198 - Fax: 7635509.5142 wwwwplymouthmn.gov scwayna@plymouthmn.gov Plymouth, Minnesota . Adding Quality to Life October 4, 2016 Sara Cwayna and Chief Goldstein Plymouth Police Department f 3400 Plymouth Blvd. vir TV, Plymouth, MN 55447 MZVMOTA CRIME pear Chief Goldstein and Sara, AEE1►pl'LION ASS(7QA'IXDN It is our pleasure to announce that the Plymouth Station Holiday has won the 2016 www.mncpa.nct Minnesota Crime Prevention Association's Business of the Year Award! Swatud to Alm"t The Minnesota Crime Prevention Association will be honoring all award recipients at the 0.0t pmeattrn the MCPA Annual Conference Awards Luncheon in St. Cloud on Tuesday, October :weds oj' .tima" .,r;: 18"' from 12:45m. to 2:00 p. p.m. at the Holiday Inn Hotel and Suites, 75 South 37s I3011+Iaryland Ave, E. Avenue, St. Cloud, MN, 56301. A synapsis of the Plymouth Station Holiday's St. Paul, k4N 55106 contributions to crime prevention via the late Jerry Robbins and Liz Robbins 651.7934109 Nalezny's efforts will be read and Liz will be presented with the award during the 691-793-1101 (fax) luncheon. We encourage you to keep this a surprise, unless you want or need to tell Liz ahead of time. Sincerely, John Eastham MCPA President IMe MCPA will cover the cost of lunch for Liz and one guest that would like to attend the luncheon, which will be an Italian buffet. However, Command staff, friends and family are welcome to attend. Additional guests can purchase lunch tickets through the MCPA at the cost of $17.84 per person. We hope you will be able to attend and celebrate the Plymouth Station Holiday's /Jerry Robbins and Liz Robbins Nalezny's accomplishments! �N Please RSVP to MCPA Vice President Angela Haseman no later than Monday, October 10th with the number of people attending the luncheon. Angela can be reached at 763-509-5147 or via e-mail at ahasernanAplymouthmn.gov. Please make Mme Free checks payable to "Minnesota Crime Prevention Association" if you will be Aiulb Housmg purchasing additional tickets, Weld trt oz"k `,u When you arrive at the Holiday Ian, please check-in at the MCPA registration table Rmta1 laps. by 12:00 p.m. We look forward to seeing you on the 18s'! Sincerely, John Eastham MCPA President Minnesota Crime Prevention Association Recognizes Plymouth Station Holiday Plymouth Station Holiday was nominated by the Plymouth Public Safety Department for its support for public safety in Plymouth. Post Date: 11/01/2016 12:40 p.m. The Minnesota Crime Prevention Association recently recognized a business that had been nominated by the Plymouth Public Safety on for its support for public safety in Plymouth. MCPA presented its annual Business Award Oct. 18 to Plymouth Station Holiday, 16825 County Road 24. The nomination was made in memory of the late Jerry Robbins, owner of Plymouth Station Holiday, and his granddaughter Liz Robbins Nalezny. The Robbins family has been a long-time supporter of the Plymouth Crime and Fire Prevention Fund, which invests in programs, initiatives and state-of-the-art technologies and equipment to benefit the Plymouth Public Safety Department. Support of the PCFPF has allowed for purchases such as a ballistic K9 vest, police bicycle, SWAT mobile command vehicle, confined - space rescue gear and live -burn training site. "The Robbins family and Plymouth Station Holiday have dedicated many resources to making Plymouth a great place to live and raise families. Our community is safer and stronger because of their efforts," said Plymouth Public Safety Director Mike Goldstein. In addition to its other philanthropic endeavors, Plymouth Station Holiday was also recognized for its Jerry Robbins Scholarship Program that provides financial assistance to Plymouth firefighters pursuing higher education, fundraising efforts on behalf of the Plymouth Police Explorers and support for Plymouth events, such as Night to Unite and the Fire Department Open House. kk City of Adding Quality to Life August 29, 2017 Plymouth Station Holiday Liz Nalezny 16825 County Rd 24 Plymouth, MN 55447 RE: Tobacco Compliance Please be advised that your business located at 16825 County Rd 24, Plymouth, MN, remains in excellent standing with the City of Plymouth for your ongoing efforts to keep tobacco products out of the hands of youth, for the past 12 years. You had one previous tobacco compliance failure in 2005. If you require additional information, please contact me at (763) 509-5146 or by email at hlarrison 1 outhmn. &ov . Sincerely, Heather Larrison, Licensing Technician Plymouth Police Department 3400 Plymouth Blvd - Plymouth, Mir!nesota 55447-1482 Tel: 763-509-5000 o www.ptymouthmn.gov htta:l/www,Plymouthmn.govidepartments i)ublic-safety/Doiice-/programs-servireslskimstoo Departments n Public Safety s3 Police» Programs & Services SkimStop Program A partnership program between the Plymouth Police Department and local businesses, SkimStop helps prevent theft of credit card information at gasoline station pumps. Residents gain consumer confidence through SkimStop, knowing that their credit card information is safe at participating Plymouth gas stations. How Does Skimming Work? Skimming is a method of stealing personal identification. In most cases, criminals place small devices inside or outside of credit card terminals at gas station pumps to capture data each time a victim swipes his or her credit card. After retrieving the names and card numbers from the pumps, perpetrators commonly sell the data or use re -encoder devices to create new fraudulent cards using the victims' credit card numbers. For more information about credit card skimmers, visit the Minnesota Department of Commerce website. Participation Requirements To participate in SkimStop, a gas station must; Terminal checked dally To protect your information AMP proud participant of SkimSto�M 2017 jrj it SkimStop ......., ...r,...._. a..I. ..-......e.I..........: Have its pumps inspected by the Plymouth Police Department to look for signs of tampering or existing credit card skimmers. Place tamper proof tape over the panel or door that provides access to the credit card machine at each pump. The tape shows "void" if it has been tampered with in any way. Complete 24-hour inspections of each pump to ensure the tape has not been compromised and keep an ongoing log of the checks. Officers from the Plymouth Police Department will audit the logs annually. Participating Plymouth Gas Stations The map below includes the gas stations in Plymouth that have met the above requirements necessary to actively participate in the SkimStop program. Participating Plymouth gas stations may also display two-inch yellow stickers at their pumps and a certificate inside the store, indicating their participation in the program. Flap $qreW r I L.9 e P!yniouth Station Holiday Get difeCtiong C-7 Miles! IF .1 6825 County P-Oad 24 Plymouth, MN ,5544:7, ip PHONE: ild 63 55 - -3q f L A na Now Hape 621, Plymouth Grand 15 0 PIYMOTUh RAed circ .:,4e U1 Golden Valley + n'17--) Go gle Wayzaia AU Rid=Aal- flAnt-i- iM way %a- A- Chirpich Aaron From: Anthony Elia <aelia@plymouthmn.gov> Sent: Tuesday, August 29, 2017 6:21 PM To: Chirpich Aaron; Sargent Jeff Subject: New Holiday Station Store Construction To Whom it May Concern: I am emailing you on behalf of the Nalezny Family, who are in the process of public hearing with your city to build a new Holiday Station Store. The Nalezny Family currently owns and runs the Plymouth Station Holiday in the city of Plymouth located at 16825 Co 24. This holiday is always a bustling location with much to offer, but more important than the services they offer, is the customer service they provide. Every employee is quick to greet customers with a smile on their face which may explain the reason customers return and are known by name. This is not just an action done by the employees, rather it is an attitude that starts from the top and works its way down to the everyday employee working the floor. The Nalezny Family are also gracious hosts, hosting numerous summer BBQ fundraising events at their store that help local groups raise funds for their cause. Over the past several years, the Plymouth Police Explorers have benefited from this event. Other organizations that have benefited from this event are the Plymouth Crime and Fire Fund, Beyond the Yellow Ribbon, local scout troops, churches and daycares. The Nalezny family truly understands what it means to be a part of their community and pay it forward by supporting these groups. I believe the City of New Hope would benefit from having a location operated by the Nalezney Family due to their outstanding business reputation and the customer service they provide. Thank you, Anthony Elia I Police Officer City of Plymouth 3400 Ptymouth Boulevard Plymouth, MN 55447 Phone: 763.509.5008 ext 7814 Fax: 763.509.5167 Chirpich Aaron From: David Wehmhoff <triforcesioth@gmail.com> Sent: Tuesday, August 29, 2017 4:28 PM To: Chirpich Aaron; Sargent Jeff Subject: Plymouth Station Holiday Hello! I am reaching out to speak in favor of the Robbins family and their plans to open another station in your city. I am a long time customer of their Plymouth Station store and I only have good things to say about its presence in my city. The community involvement that they demonstrate with their summer barbeques for charity and the stores help with Night to Unite show that these people legitimately care about improving the areas that their stores call home. Im proud to say that I have made friends with the staff and management of Plymouth Station and its always nice to go in to such a positive and friendly station! Im excited to go and see the new station when it is completed because im sure itll be just as good as the station i love so much. -David Wehmhoff Chirpich Aaron From: Euerle, Amber <amber.euerle@parknicollet.com> Sent: Wednesday, August 30, 2017 11:09 AM To: Chirpich Aaron; Sargent Jeff; chris@plymouthvipauto.com Cc: liznalezny@gmail.com Subject: Plymouth Station Holiday To Whom It May Concern, I have had the pleasure of working with the Plymouth 6tation Holiday in the past and was made aware that they are trying to expand into New Hope. I wanted to take this opportunity to share my experience with the Plymouth Station Holiday. This year during our annual employee giving campaign the Park Nicollet Clinic in Plymouth wanted to help make an impact on patient's lives by raising money to support the Park Nicollet Foundation's Growing through Grief program. Our clinic reached out to local businesses for donations to our silent auction. Louise Crew, store manager, for the Plymouth Station Holiday was our very first reply. This donation was the first spark of hope that the silent auction would be a success. The Plymouth Station Holiday understands what an impact philanthropy can make on a community. Their actions help to support the health and growth of their community. Through donations like the one from the Plymouth Station Holiday we were able to raise over $500 for Growing through Grief. A program that provides in -school grief support to elementary, middle and high school students who have lost a loved one. Grief support services are provided free of charge and include one- on-one counseling, crisis interventions, and support groups. Currently Growing through Grief is able to reach across 14 school districts, supporting 66 schools. Every individual's health is inseparable from our community's health, and by supporting our auction the Plymouth Station Holiday demonstrated their commitment to their community. Through their generosity and support their community and its members are able to flourish. Our clinic looks forwarding to working with them again on future projects. Amber Euerle Department Assistant FOkindatiorr Ambassador Park Nicollet Plymouth- Primary Care Chir ich Aaron From: Kathy and Richard Jordan <jordankr81@hotmaiI.com> Sent: Thursday, August 31, 2017 11:16 AM To: Chirpich Aaron; Sargent Jeff Cc: chris@plymouthvipauto.com; Liz Nalezny Subject: 7201 Bass Lake Road Attachments: NPH4-4.png; IMG_1238.JPG; IMG_0268.JPG Dear New Hope City Leaders, I have recently learned that New Hope will be welcoming a new business at 7201 Bass Lake Road next year. Based on my experience with this company's Plymouth Station location, know that you are not just gaining a business but a valuable new member of the community as well. Every summer the Robbins family, owners of the Plymouth Station Holiday, have offered our community an opportunity to raise money for local organizations through FUNdraising BBQs. The store provides and grills burgers, brats, hot dogs (as well as chips and a drink) and donates car wash sales. The non -profits receive all the proceeds from the BBQ. My involvement started in 2010 when I was working with the youth group from Holy Name of Jesus Church, helping them raise money to help support an orphanage in Mexico (Nuestros Pequenos Hermanos, NPH). Since every penny of the proceeds from the BBQ go to the group we were able to send every penny to NPH to help provide the beautiful children there with basic necessities. Attached are photos of past BBQs and of the teens with the kids at NPH. For the past eight summers, the Holiday BBQ has been not only a fun way to raise money for the children at N PH but also a wonderful neighborhood event. Friends, families, employees of local businesses flock to the Plymouth Station Holiday store on Tuesdays to enjoy delicious food for great causes. know the City of New Hope will enjoy this new member of the community. Sincerely, Kathy Jordan 763-476-4567 Sent from 4141 Douglas Drive North • Crystal, Minnesota 55422-1696 crry or Tel: (763) 531-1000 a Fax: (763) 531-1188 - www.crystalmn.gov CKYSTA1. August 31, 2017 New Hope Planning Commission c/o Aaron Chirpich, Community Development Specialist 4401 Xylon Avenue North New Hope, MN 55428 RE: Proposed development at 7201 Bass Lake Road, New Hope, MN Thank you for the opportunity to comment on the proposal from Plymouth VIP Auto to develop a gas station, convenience store and car wash at 7201 Bass Lake Road. Crystal staff has several concerns about the proposal, all of which flow from the number and type of elements that the applicant is proposing to place on a small site with residential -zoned property on three sides. it appears that, rather than downsize the proposal to better fit the physical realities of this site, the applicant is asking the City of New Hope to waive standard requirements that other properties and developments are routinely required to follow. Specifically: The applicant proposes to have their parking lot curb & gutter encroach into the roadway easements of Nevada Avenue and Bass Lake Road. This is highly unusual; for other properties, only driveway approaches providing access to the property are permitted in street easements. The applicant proposes to place the vacuum posts within inches of the Maryland Avenue easement instead of the normally required 3 foot setback. The applicant proposes to screen the vacuum posts with maple trees and arborvitaes located in the Maryland Avenue public street easement, which means they may become a maintenance liability for the City of Crystal. Screening is normally required to be located on the private property in question, not the adjacent public street easement. Again, the underlying issue seems to be that the applicant desires to place more elements on the site than it can reasonably accommodate. Crystal staff requests that the New Hope Planning Commission continue its consideration of this application to its next monthly meeting and direct the applicant to modify the proposal so it can better fit on the site. For example, if the applicant would remove one of the two rows of vacuum stalls, then there would be sufficient east -west space for the landscaping screen to be moved out of the Maryland Avenue easement and fully contained on the site, and also for the parking lot curb to be moved out of the Nevada Avenue easement. Alternatively, if the New Hope Planning Commission desires to recommend approval of the plan at this time, Crystal staff requests that the landscaping in the Maryland Avenue street easement be eliminated and the applicant be required to install a screening fence in the space between the vacuum posts and the Maryland Avenue easement as a condition of Planned Unit Development approval. In terms of operations of the proposed business, it is important to note the presence of homes north and south of the site and a church/elementary school to the west. All of these uses would be impacted to some degree by this proposal, but Crystal staff is especially concerned about the adjacent residential neighborhoods. Both Nevada and Maryland Avenues extend south into residential neighborhoods and it is reasonable to anticipate some degree of increased traffic from the proposed business. Of special concern is the potential for nighttime traffic to and from the business which may disrupt what are now quiet residential neighborhoods. For this reason, Crystal staff requests that hours of operation limitations, such as required closure from 11 pm to 5 am, be placed on the businesses as a condition of Planned Unit Development approval. Thank you for your considerations of these comments from Crystal staff. If you have any questions, you may contact me at 763-531-1142 or Sincerely, jJ Dan Olson, AICP City Planner Chirpich Aaron From: Mary Tiegen <marytiegen@comcast.net> Sent: Friday, September 01, 2017 12:07 PM To: Chirpich Aaron; Sargent Jeff, chris@plymouthvipauto.com Subject: 7201 Bass Lake Road To Whom it may concern: I just want to take a few minutes of your time to share some of my experiences and interactions with the people at the Plymouth Station Holiday Store. The entire team - from management to the team members always greet everyone with a huge Hello and smile - always making you feel that you are part of their family. The station itself is always clean and well taken care of - and the exterior is kept up both in landscaping but also I have never seen any trash in the lot or surrounding areas. The one thing that really stands out about them is their dedication and commitment to the City and people of Plymouth. Every year they have their community FUNd.raising BBQs that helps local non -profits raise money for their organizations. The organization that I volunteer for and am President of the Board of Directors for - Helping Paws, Inc. has been a recipient of this FUNdraiser over the years. Helping Paws trains service dogs for individuals with mobility handicaps as well as Veterans with PTSD. Our dogs are valued at $30,000 once they complete 2 112 years of training with their volunteer foster home trainers. They are provided to their "forever" homes at a minimum cost of $350. So fundraisers like these area great way to get our message out as well as to help fund the organization. At the end - I have attached a few pictures from over the years. Not only do they do these BBQs but they are also involved in many community activities. They are at the Night to Unite Citywide event, Fire station open houses, local walks, Feed My Starving Children and other events. Having been involved in the restaurant business for over 30 years, I have also recognized their low turnover in staff. That says a lot about the management team as well. The City of New Hope would definitely benefit from having this company be a part of their community! Thanks for taking the time to read this! Sincerely, Mary E Tiegen Photo from 2016 Chir ich Aaron From: Sargent Jeff Sent: Friday, September 01, 2017 12:25 PM To: Chirpich Aaron; 'chris@plymouthvipauto.com' Subject: FW: 7201 Bass Lake Road FYI Jeff Sargent Director of Community Development I City of New Hope 44.111 Xylon Ave N I New Hope, MN 5.5428 Office: 753-531-5196 1 Fax: 763-531-5136 jsargent@ci.new-hope.mn.us 1 ci.new-hope.mmus From: mhanson504@comcast.net [mailto:mhanson504@comcast.net] Sent: Friday, September 01, 2017 12:17 PM To: anne.norris@crystalmn.gov; Julie Deshler <julie.deshler@crystalmn.gov>; olga.parsons@crystalmn.gov; dan.olson@crystalmn.gov; jim.adams@crystalmn.gov Cc: Hemken Kathleen <khemken@ci.new-hope.mn.us>; Lammle Eric <elammle@ci.new-hope.mn.us>; Sargent Jeff <jsargent@ci.new-hope.mn.us>; McDonald Kirk <kmcdonald@ci.new-hope.mn.us> Subject: 7201 Bass Lake Road I just finished having coffee with the VIP owner on the proposed redevelopment on 7201 Bass Lake Road. While he was very personable, he kept asking me to get behind the project. Here is where I left it with him: Question: Would he want this in his Independence home residential area: Answer, no. Question: If this were next to his home with his four children, would he be concerned about quality of life? Answer: Yes. I advised this would not be what I would want to see on this property and brings with it specific concerns outlined in my letter which he had received from the city of New Hope. I suggested something more in line with the Crystal Bass Lake Road and Becker Park redevelopment would be more harmonious to the continuity of the flow of Bass Lake Road. He asked my biggest concerns. listed them as follows: a) Higher increased traffic, noise, safety concerns, potential for increased crime -- quality of life with 24 hour business. He asked my solutions to the issues (clever guy). I advised short of not having this plan, at least, limit the hours of operation, to close at 10:00 during the week and 11:00 weekends -- sighted research and the two recent gas stations shootings within 3 miles of this residence sited past two gas stations on Bass Lake Road and their history of crime/closure/children exposed to trauma with the gang fight(s) and shooting/robbery. Trauma cannot be undone.... I also shared concerns about the moving of the Bass Lake Road entry to be closer to Nevada -- potentially increasing the traffic on northbound Nevada. His reply was the county asked for the easement to be centered between the two streets on either side of the property -- This movement will, undoubtedly have the potential to increase nonresidential traffic down Nevada. He agreed. also shared that the bus stop right at the corner with the closer access to this business would most likely increase pedestrian crossing right at the bus stop -- with no traffic light for crossing, increasing safety concerns for citizens crossing Bass Lake Road. He again asked for a solution (clever guy). I said short of another light or no access on Bass Lake Road (or no gas station), move the bus stop to the existing stop light across from St. Raphael's and the PPL project. He agreed to research with Met Council. He asked for my support. (clever guy) He must have done his research, as he kept saying he would be willing to give back to the community -- unlike other businesses and get behind community causes (youth, etc.). Told him great -- that was sure he had done some research and found l do a great deal of fund -development and fundraising, but it didn't change my mind on the appropriateness of this project on this site - different from the two Plymouth sites. He shared awards from the Plymouth police department for safety and giving back and tobacco compliance. I congratulated him -- thanked him and advised I had previously lived in both communities where his other two stations are located. I stated each community has their uniqueness and he should prepare for our young adults screeching wheels in his 24 -hour lighted gas station. advised how would he respond? He sited security equipment, their safety buttons for their staff, etc. I again shared I could not get fully behind the project as is or with changes. I stated at minimum, the hours, the safety and the noise from the gas station and car wash. He stated he could not feasibly do the plan without the car wash. That was a non-negotiable. After an hour plus meeting, he said he was going to meet with both New Hope and Crystal Planning departments today and make the following changes: a) Shut down vacuums and car wash at 10:00 pm (rather than 24 hour vacuums) b) Close down all other operations at 11:00 p.m. -- seven days a week (although he wants to have a future discussion about this) c) Talk to the Met Council on moving the bus stop upon business opening to align with the existing light across from St. Raphaels d) Leave lights on one of the pumps to be on 24 hours for safetylsecuritylcamera optimal operations e) Change the car wash exit noise to not be the annoying buzzer, but include a camera and softer exit noise (he cited a business in California utilizing this method of exit safety) He could not answer the impact of noise from rain, etc. on the solar panels -- said he didn't know -- there were none in MN -- his only reference was California. He said if the community doesn't want this, they won't build it. He then added he will be talking with the City of Crystal and wanted me to get behind the suggestion he received about a fence instead of trees by the vacuums. I said 1 had no opinion on that and would trust the City of Crystal's recommendation and felt the citizens of Crystal should not be exposed to additional tax payers dollars being used for potential maintenance of trees on a New Hope tax based property. He replied with he would like to offer an amendment that the City not be held responsible -- VIE; would incur all costs. He felt a fence would cause sight issues and increased potential of crime at the vacuum stalls -- my response was, why do you need all those vacuums if the vacuums are free to use -- it won't bring any additional income. He replied it was a nice draw and advantage for the neighbors. (Personally, most of us have wet vacs for our cars). I shared that perhaps a fence would also minimize the noise for Maryland properties - he disagreed, stating the noisy part of the vacuums would be in the car wash building. In closing, I asked, "Why this property... if he shared my concerns?" He replied simply, "It was available." Just sharing I am still not in favor of this plan. He did amend to meet half -ways. Still think there is more work to do. Thank you for your input from the City of Crystal and the supportive nature of concern for quality of life for Crystal residents. did get some mixed messages from him via phone he said there were other concerns he had received -- in person -- he said I was the only person who voiced written concern. Considering the large number of rental properties around this property, who didn't get the notice from the City of New Hope, I wouldn't be surprised that I was the only "written" concern he received. He requested permission to keep in touch with me regarding the planning phases. He also asked if the plan did go through if I would work with him on community connections (clever man). I stated yes to both, even though this is not my preferred planning for this site. I stated I was stili potentially looking for a new residence, as I am not sure this plan will at all increase quality of life or even, at best, maintain the existing quality of life. Respectfully, Melodie Hanson 5624 Nevada Ave N Crystal, MN 55428 763-291-8413 Preliminary Site Development Plans for New Hope Convenience and Gas NEENEEMEN CONSULTANT CONTACT LIST: SURVEYOR ARCHITECT CIVIL ENGINEER DEVELOPER/OWNER SAMBATEK PLYMOUTH VIP AUTO 12800 WHITEWATER DRIVE, SUITE 300 9950 COUNTY ROAD 9 MINNETONKA, MN 55343 PLYMOUTH, MN 55442 TEL763-476-6010 763-553-9113 FAX 763-476-8532 CONTACT: CHRIS ROBBINS CONTACT: BRADY BUSSELMAN New Hope, Minnesota Presented by: Plymouth VIP Auto 17 6l?th JdLA6 fI�1L(\ of,l i'h .y Ti:SN = Goth AVE. SURVEYOR ARCHITECT SAM BATEK ARCHITECTURAL CONSORTIUM 12800 WHITEWATER DRIVE, SUITE 300 901 NORTH THIRD STREET MINNETONKA, MN 55343 SUITE 220 TEL 763-476-6010 612-436-4030 FAX 763-476-8532 CONTACT: KATHY ANDERSON CONTACT: New Hope, Minnesota Presented by: Plymouth VIP Auto 17 6l?th JdLA6 fI�1L(\ of,l i'h .y Ti:SN = Goth AVE. ,ltti, R,l rl iL�---_ I AVE C1.01 t , 5AMBATEK SITE PLAN IIIFFFI� liJ !I I C3.03 I i' Z a y VICINITY MAP TEL >. 05.02 FAX a 4II , LAKE RD. th o AVE. d N' W l v z 15. a o ST. �ii ar¢ za AVE L_J N• Ltl a / z� �! �Ij,i, SITE APHAEtji Ila r_r J TRI wa Ion J co �I a o1 I L. Rait ANGEE$ ? o INE z v 53rd AVE. N. a ¢ OR C� w o 52nd N.T.S. D DL� LIGHTING PLAN AVE. GEOTECHNICAL LANDSCAPE ARCHITECT C1.01 COMPANY - 5AMBATEK SITE PLAN ADDRESS 12800 WHITEWATER DRIVE, SUITE 300 C3.03 ADDRESS MINNETONKA, MN 55343 VICINITY MAP TEL TE.763-476-6010 05.02 FAX FAX 763-476-8532 NO SCALE CONTACT: CONTACT: L1.01 MENEEMENSHEET INDEX SHEET DESCRIPTION C1.01 I TITLE SHEET 03.01 SITE PLAN 03.02 TRUCK MOVEMENT C3.03 LOADING ZONES C4.01 GRADING PLAN CS.01 EROSION CONTROL PLAN - PHASE 1 05.02 JEROSION CONTROL PLAN - PHASE 2 C5.03 1 FR051ON CONTROL DETAILS C6.01 UTIUTY PLAN L1.01 LANDSCAPE PLAN L2.01 LANDSCAPE DETAILS X1.01 LIGHTING PLAN AUG 7ilti --,%Mb&k ti www.sambatek.com 12WO WNL M% Sub 800 Mlnnllib'd a, NIN 56848 788.47d8Qt0 111 70.47RBM file Ee YpIMroo 4pIPf ft I WitionmN Client PLYMOUTH VIP AUTO 9950 COUNTY ROAD 9 PLYMOUTH, MN 55442 Project NEW HOPE GAS AND CONVENIENCE Location NEW HOPE, MN Certification I hereby certify that this Plan,spedRcatia or report was prepared by me or under my direct supervisionand that I am a duly licensed professionsI ENGINEER under the fawn vt the State M Minnesota. A Brady D. u ReBidratie 9 DaW OI5/09/2D11 N appli aer-fora Wet signed copyofthls plan whi it av Uhi. upnn request at ,rbaWW,, Minnehonka, MN once. Summary Designed: Drawn: EAV Approved: BDB BDok / Page: P hase:PREUMINARY Initial issue: Revision History No. Date By Submittal/Revision 6M9/2017 DE VELOPMENTREJIEW eJ11/2017 JMW DEVELOPMENT REVIEW W2512017 JMW REVTSED DEVEMPMF T it WEW Sheet Title TITLE SHEET Sheet No. Revision 01.01__ Project No. 20725 L_- � - - -3 i7 L /'` _ _ _ — -- i — r- es SETBACKS PROPOSED EXISTING ;? .- a „ •",' _s • r ,�,, - PROPERTY UNIT--- STANDARD DUTY FROPITYARD 10 FEET CURB & GUTTER ASPHALT PAVING EASEMENT------ REAR YARD SIDE YARD 30 FEET 2D FEET HEAVY BUILDING ASPHALT ALT PAWNG D I RETAINING WALL aoocx�ooao COMMUNITY BUSINESS WETLAND LIMITS - CONCRETE PAVING .:RC.s ._AKEE�.._ ....': a... s .. ..... ..I',A' . TREEUNE PROPOSED ZONING 30' / SAWCUT LINE CONCRETE SIDEWALK SIGN T PIPE BOLLARD d DISPLAY AREA NUMBER OF PARKING (� STALLS PER ROW LJ KEYNOTE O G F G C DEVELOPMENT SUMMARY AREA N �- • - - - - GRO55 517E AREA 691 1.60 AC 324 yLS, 1 74.6% 'IIp�'"� a ❑ d " A DEVELOPMENT NOTES :[3 VP 1. ALL DIMENSIONS ARE ROUNDED TO THE NEARESTTENTH FOOT. oeg q Z. ALL DIMENSIONSSHOWN ARE TO THE PACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED. so 22,1 I Q � A TyP _ _ 3. CONTRACTORSHALL REVIEW PAVEMENT GRADIENTAND CONSTRUCT" GUTTER OUT" WHERE WATER _ DRAINS AWAY FROM CURB, ALL OTHERAREAS SHALL BE CONStRUCFE0A5'GUTTER IN' CURB. LL 8 .3' 18.5' 19.3 _ COORDINATE WITH GRADING CONTRACTOR. C6 no 1_ 1 4. ALLAREASARE ROUNDEDTO THE NEA -SQUARE FOOT. u r7i fir € � S. ALL PARKING STALLS TO BE WIN WIDTH AND 19'M LENGTH UNLESS OTHERWISE INDICATED. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES,RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE Q V - M — - w TYP LOCATIONS. g �7. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS U _ P P ]x START E 9NP i ^1 8. SEE ARCHITECfUIiAL PIANS FCR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCA710N50F LIGHT 7 } - D E EN — — A •D. _ _ POLE. 9. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OFS%{1:29],E%CEPTATCLIRBRAMPS{1:12), AMC) A MAXIMUM CROSS SLOPE OF 2.08%(1:48). THE 18' 24' O _P • ria N+NrEY I—' ,Txnquautvlaxa.wu pE+NqulxFn .mpwlNsr4rxE tumeuxEsuJscE7osapz� �•�n�ge�nssu�sF�gxrMw�tlinnx µioumxe�n��eam�xc EGBSURFn['i uTiwpgiq;'r xnVLIpRAN VAIRKgPmxra[nrv9 txexoraxdnpx gxrp LOprxpe 9t h OrIE F4a FnxxEapTAI, iX! 16 pe ANM4RaNataNEP EAGAEETOBEFul[ANDALLUTUTIHIUN.e:a UNDANDOPINmlgliaxreNpmwSgxEp By xB oa nEq NaiwlE max:.nglnrnrNANo FnaeRw Orn AxpnuunEt�srvrvplwPnuxo nxp owgNuot IEMEmrvnxtrloq axmem 1N1p1AINrgWENINTNI! P HE OR SNE—NOTIFYENEENGINEERwnHTIEINATIONM IN VENWAFM�IIISSHEO.YN 'N y FLANS pgNCIOq EGAP.110NIE lllI Ff—GUTLI�ES— C- r'114 ME M 4 OP0G PROPOSED BUILDING FFE=880.50 5,060 S.F. MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08% (1:48). I THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA RO ETES J q A I281� PRIOR TO PLACING CONCRETE❑R BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IFTHERE 15 A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSVSTHE _ �'• _ DESIGN GRADIENT AND COORDINATE WITH GRADINGCONTRACTOR. 10. "NO PARXING'SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. A B SNOWTORE REMOVEOFROM SITE. 4 TS KEY NOTES e R�, - i.I - A. BUILDING, STOOPS,STAIRS-SEE ARCHITECTURAL PLANS 4 - B. B-612 CONCRETE CURB AND GUTTER B{186CONCRETE CURBAND GUTTER 1 C11 ,, D. INTEGRAL SIDEWALK til E. FLAT CURB SECTION F. CONCRETE DRNE APRON -1 G. ALCES51BLL RAMP H. TRANSFORMER 4 I. ACCESSIBLE SIGN �! J. DISPLAY AREA - TYPICAL --� K. FUEL PUMPS -SEE MECHANICAL PLANS I 'i L FUEL AREA CANOPY -SEE ARCHITECTURAL PLANS III FI PROPANE TANK —GASSTATION NEIGHBOR N. MONUMENT SIGN -SEE ARCHITECTURAL PLANS 510E BIDE 1.4 CEDAR FACIA O. TRASH AREA ENCLOSURE- SEEARCHITECTURAL PLANS -• ' 1" OAX PEG tTYPf P. CONCRETE PIPE BOLLARD 3/4"DEEP. 1f2' El0'OSE➢ 1X8 CEDAR FACIA 0, 7FT PRIVACY FENCE - SEE DETAIL lK4 CEOA0. PICKET 6116 CEDAR POST R. VACVUM STALLS 2x4 CEDAR FAIL S. BIKE RACK (4 BIKES) (ON BAIX OF PICKETS) 1X6 CEDAR FACIA T. CONCRETE VALLEY GUTTER I FINISHEDGRADE U. PROPANE EXCHANGE FOOTINGE - f3� V. TRASH BIN CrmMPACTED C6UBGRADE ROTES'. 1. FENCESSxALL BE OF WESTERN RED CEDAR NO. 2, CRY ROUGH SAWN, 4SIDES WfGLYMPIC WEATHERSCREEN SEMITRANSPARENT STAIN 87JG NATURAL TONE CEDAR 2. CUNTRACfORSHALL SUBMi7SHOP DRAWINGS OFFENCE. INCLUDING FOOTINGS AND HARDWARE PRIOR TO CONSTRICCON. 3. FACE THE FORMAL PICKETS TOWARD SOUTH PROPERTIES, FAa THE EXPOSED M RAILS AND POGESTO'ARDTHERACKWTHE GAS STATION B CAR WASH. THIGH WOOD PRIVACY FENCE RES. (t NORTH 0 20 40 SCALE IN FEET Sambatek www.sambalek.com MwwNfBRaffaft%am300 MILmefmdq MN 55343 763.476.80[0 blepAma 7110.47111{f6111111IIB EngbEftiswaftiplumb1pIawk0 m ml Client PLYMOUTH VIP AUTO 9950 COUNTY ROAD 9 PLYMOUTH, MN 55442 Project NEW HOPE GAS AND CONVENIENCE Location NEW HOPE, MN Certification I hereby certify that this plan, spedficatfon or report was prepared by me or under my direct sup—salon and that I am a duty licensed prok"lonal ENGINEER under the laws or the state .f Mfnn.Dn. EA xf4A Brady D. Ds Reglsvatlo 9 Date:06/09/2017 N apple tact us fora vret signed mpy of this planwhl isavallableupmmquestat Sambatek'S MI-atpnka, MN PORI Summary Designed: Drawn:FAV Approved: Me gook / Page: PhaSe: PRELIMINARY Initial Issue: Revision History No.Date By Submittal / Revision 6/09/1017 DEVELOPMENT REVIEW 8/11/2017 JMW DEVELOPMENT REVIEW 8/25/2U17 JMW REV ED DEVELOPMENT REVIEW Sheet Title SITE PLAN Sheet No. Revision C3.01 Project No. 20725 L =__ r. — A /'` _ _ _ — -- i — r- SETBACKS ;? .- I FROPITYARD 10 FEET REAR YARD SIDE YARD 30 FEET 2D FEET Qaa I ZONING EX�NZT ZONING COMMUNITY BUSINESS ? PROPOSED ZONING COMMUNITY BUSINESS 121.2' f LDTCOVERAGE BUILDING AREA 71.2% IYP 10' GREEN AREA PAVEMENTAREA 14.2% 324 yLS, 1 74.6% 'IIp�'"� a ❑ d " A DEVELOPMENT NOTES :[3 VP 1. ALL DIMENSIONS ARE ROUNDED TO THE NEARESTTENTH FOOT. oeg q Z. ALL DIMENSIONSSHOWN ARE TO THE PACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED. so 22,1 I Q � A TyP _ _ 3. CONTRACTORSHALL REVIEW PAVEMENT GRADIENTAND CONSTRUCT" GUTTER OUT" WHERE WATER _ DRAINS AWAY FROM CURB, ALL OTHERAREAS SHALL BE CONStRUCFE0A5'GUTTER IN' CURB. LL 8 .3' 18.5' 19.3 _ COORDINATE WITH GRADING CONTRACTOR. C6 no 1_ 1 4. ALLAREASARE ROUNDEDTO THE NEA -SQUARE FOOT. u r7i fir € � S. ALL PARKING STALLS TO BE WIN WIDTH AND 19'M LENGTH UNLESS OTHERWISE INDICATED. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES,RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE Q V - M — - w TYP LOCATIONS. g �7. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS U _ P P ]x START E 9NP i ^1 8. SEE ARCHITECfUIiAL PIANS FCR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCA710N50F LIGHT 7 } - D E EN — — A •D. _ _ POLE. 9. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OFS%{1:29],E%CEPTATCLIRBRAMPS{1:12), AMC) A MAXIMUM CROSS SLOPE OF 2.08%(1:48). THE 18' 24' O _P • ria N+NrEY I—' ,Txnquautvlaxa.wu pE+NqulxFn .mpwlNsr4rxE tumeuxEsuJscE7osapz� �•�n�ge�nssu�sF�gxrMw�tlinnx µioumxe�n��eam�xc EGBSURFn['i uTiwpgiq;'r xnVLIpRAN VAIRKgPmxra[nrv9 txexoraxdnpx gxrp LOprxpe 9t h OrIE F4a FnxxEapTAI, iX! 16 pe ANM4RaNataNEP EAGAEETOBEFul[ANDALLUTUTIHIUN.e:a UNDANDOPINmlgliaxreNpmwSgxEp By xB oa nEq NaiwlE max:.nglnrnrNANo FnaeRw Orn AxpnuunEt�srvrvplwPnuxo nxp owgNuot IEMEmrvnxtrloq axmem 1N1p1AINrgWENINTNI! P HE OR SNE—NOTIFYENEENGINEERwnHTIEINATIONM IN VENWAFM�IIISSHEO.YN 'N y FLANS pgNCIOq EGAP.110NIE lllI Ff—GUTLI�ES— C- r'114 ME M 4 OP0G PROPOSED BUILDING FFE=880.50 5,060 S.F. MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08% (1:48). I THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA RO ETES J q A I281� PRIOR TO PLACING CONCRETE❑R BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IFTHERE 15 A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSVSTHE _ �'• _ DESIGN GRADIENT AND COORDINATE WITH GRADINGCONTRACTOR. 10. "NO PARXING'SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. A B SNOWTORE REMOVEOFROM SITE. 4 TS KEY NOTES e R�, - i.I - A. BUILDING, STOOPS,STAIRS-SEE ARCHITECTURAL PLANS 4 - B. B-612 CONCRETE CURB AND GUTTER B{186CONCRETE CURBAND GUTTER 1 C11 ,, D. INTEGRAL SIDEWALK til E. FLAT CURB SECTION F. CONCRETE DRNE APRON -1 G. ALCES51BLL RAMP H. TRANSFORMER 4 I. ACCESSIBLE SIGN �! J. DISPLAY AREA - TYPICAL --� K. FUEL PUMPS -SEE MECHANICAL PLANS I 'i L FUEL AREA CANOPY -SEE ARCHITECTURAL PLANS III FI PROPANE TANK —GASSTATION NEIGHBOR N. MONUMENT SIGN -SEE ARCHITECTURAL PLANS 510E BIDE 1.4 CEDAR FACIA O. TRASH AREA ENCLOSURE- SEEARCHITECTURAL PLANS -• ' 1" OAX PEG tTYPf P. CONCRETE PIPE BOLLARD 3/4"DEEP. 1f2' El0'OSE➢ 1X8 CEDAR FACIA 0, 7FT PRIVACY FENCE - SEE DETAIL lK4 CEOA0. PICKET 6116 CEDAR POST R. VACVUM STALLS 2x4 CEDAR FAIL S. BIKE RACK (4 BIKES) (ON BAIX OF PICKETS) 1X6 CEDAR FACIA T. CONCRETE VALLEY GUTTER I FINISHEDGRADE U. PROPANE EXCHANGE FOOTINGE - f3� V. TRASH BIN CrmMPACTED C6UBGRADE ROTES'. 1. FENCESSxALL BE OF WESTERN RED CEDAR NO. 2, CRY ROUGH SAWN, 4SIDES WfGLYMPIC WEATHERSCREEN SEMITRANSPARENT STAIN 87JG NATURAL TONE CEDAR 2. CUNTRACfORSHALL SUBMi7SHOP DRAWINGS OFFENCE. INCLUDING FOOTINGS AND HARDWARE PRIOR TO CONSTRICCON. 3. FACE THE FORMAL PICKETS TOWARD SOUTH PROPERTIES, FAa THE EXPOSED M RAILS AND POGESTO'ARDTHERACKWTHE GAS STATION B CAR WASH. THIGH WOOD PRIVACY FENCE RES. (t NORTH 0 20 40 SCALE IN FEET Sambatek www.sambalek.com MwwNfBRaffaft%am300 MILmefmdq MN 55343 763.476.80[0 blepAma 7110.47111{f6111111IIB EngbEftiswaftiplumb1pIawk0 m ml Client PLYMOUTH VIP AUTO 9950 COUNTY ROAD 9 PLYMOUTH, MN 55442 Project NEW HOPE GAS AND CONVENIENCE Location NEW HOPE, MN Certification I hereby certify that this plan, spedficatfon or report was prepared by me or under my direct sup—salon and that I am a duty licensed prok"lonal ENGINEER under the laws or the state .f Mfnn.Dn. EA xf4A Brady D. Ds Reglsvatlo 9 Date:06/09/2017 N apple tact us fora vret signed mpy of this planwhl isavallableupmmquestat Sambatek'S MI-atpnka, MN PORI Summary Designed: Drawn:FAV Approved: Me gook / Page: PhaSe: PRELIMINARY Initial Issue: Revision History No.Date By Submittal / Revision 6/09/1017 DEVELOPMENT REVIEW 8/11/2017 JMW DEVELOPMENT REVIEW 8/25/2U17 JMW REV ED DEVELOPMENT REVIEW Sheet Title SITE PLAN Sheet No. Revision C3.01 Project No. 20725 L =__ r. — A I ON ; i 1)11JxFZdx .: Y.:... ._F::`.._ ,.... ... is ....... ...:: ::. ,.... :� -1k - k"Okk poi-INk 1 ' kHH I - '42 jI•,. PROPOSED BUILDING q FFE=880.50 1 _ 5,060 S.F. 1 M1 1-11 pR lxE hart 6AullNYgxnL1Y— . 1NISWALItt LEYFLWASaRERWNEe iNExLnoxLxR ¢P}NCE/ooB-a; llnfo•RTAxaAP➢G¢I¢ELIN6 FORTNF [e11F[TOMAXP P[PIRION ¢F Falmxa RIIaSLRfacEUTLm'aATA" TM COn1PPLMR ANpfpRS11BCONSMLTgISSIMILPF*FRMINFINE EMR IOCPNox of Rid p¢snrvs WPRF, 6Ymv1TACnNe lxE g.—no [tnna [60vxm5ian:exE Fl]R mMfrtSOTA1,IME n0A1FN,AE SnPLONlMc1nRARREEmREfuLLYRF1PONRIaFFPoRAMLAIOALLowAPBF;,Y„R>,x11FxrnoRAFlox9PaY NIsaR nrafnwRf ro owrnr LecnlEaxo fnaarYEurcruioAlLunuraslFnoEranouxo nxowERxEAof F llrE dlxlRACrD0.EN[WHfERSaxYaRNx IILF WRNIN 1NESRF. NE095XESxALL N[IpfYlxE FNnNEFRwnx lxE UlC.11¢x,s¢[ n.ERT PrvaR MEnLEuxE IRNCYIYE.M pRAtx rILE SXA[LaF aAIXfIILEp Wnxpllr AYrPWAL fRexF 1XE R9p1ERfxanEEq RSMu6ETxE RESPoNSIFxFrtoRINE[ox10.FLrOR r¢ REIOLFFEALLIXISrWG NILmES WxIFHCOMELIRUIfm mEYgovNSEo MvkuvDadrsFluwxox lxF vuxs LEGEND 0 0 $• e -1k - k"Okk poi-INk 1 ' kHH I - '42 jI•,. PROPOSED BUILDING q FFE=880.50 1 _ 5,060 S.F. 1 M1 1-11 pR lxE hart 6AullNYgxnL1Y— . 1NISWALItt LEYFLWASaRERWNEe iNExLnoxLxR ¢P}NCE/ooB-a; llnfo•RTAxaAP➢G¢I¢ELIN6 FORTNF [e11F[TOMAXP P[PIRION ¢F Falmxa RIIaSLRfacEUTLm'aATA" TM COn1PPLMR ANpfpRS11BCONSMLTgISSIMILPF*FRMINFINE EMR IOCPNox of Rid p¢snrvs WPRF, 6Ymv1TACnNe lxE g.—no [tnna [60vxm5ian:exE Fl]R mMfrtSOTA1,IME n0A1FN,AE SnPLONlMc1nRARREEmREfuLLYRF1PONRIaFFPoRAMLAIOALLowAPBF;,Y„R>,x11FxrnoRAFlox9PaY NIsaR nrafnwRf ro owrnr LecnlEaxo fnaarYEurcruioAlLunuraslFnoEranouxo nxowERxEAof F llrE dlxlRACrD0.EN[WHfERSaxYaRNx IILF WRNIN 1NESRF. NE095XESxALL N[IpfYlxE FNnNEFRwnx lxE UlC.11¢x,s¢[ n.ERT PrvaR MEnLEuxE IRNCYIYE.M pRAtx rILE SXA[LaF aAIXfIILEp Wnxpllr AYrPWAL fRexF 1XE R9p1ERfxanEEq RSMu6ETxE RESPoNSIFxFrtoRINE[ox10.FLrOR r¢ REIOLFFEALLIXISrWG NILmES WxIFHCOMELIRUIfm mEYgovNSEo MvkuvDadrsFluwxox lxF vuxs LEGEND PROPOSED EXISTING PROPERTY LIMIT STANDARD DUTY CURB & GUTTER ASPHALT PAVING O EASEMENT HEAVY DITTY BUILDING- --- ASPHALT PAVING RETAINING WALL 00000mno WETLAND LIMITS n- CONCRETE PAVING TREELINE SAWCUTUNE CONCRETE SIDEWALK SIGN PIPE BOLLARD ® NUMBER OF PARKING DISPLAY AREA STALLS PER ROW O KEYNOTE 0 NORTH 0 20 40 SCALE IN FEET Sambatek www.3aMh21ek'C= 12806 wEnL11I� X300 Mltrttdrtl MN 56943 783.47&WM WkPh Le 783476. I I Client PLYMOUTH VIP AUTO 9950 COUNTY ROAD 9 PLYMOUTH, MN 55442 Project NEW HOPE GAS AND CONVENIENCE Location NEW HOPE, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the lows of the state of Minnesota. Brady D. us Regisbavo 9 Date: 06/09/2017 Happll tact us ter a wet signed cop/ of this planwhi Is ayallable up onreq—tats—utew" Minnetonka, MN office. Summary Designed: Drawn: EAV Approved; BDa Book / Page: Phase: PREUMINARY Initial Issue: Revision History No. Date By 5uhmittal / Revision 6/09/2017DEVELOPMENT REVIEW 8/11/2017 IMWDEVELOPMENT REVIEW W2512917 JMW REVISED DEVELOPMENT RENEW Sheet Title TRUCK MOVEMENT Sheet No. Revision C3.02 Project No. 20725 FYC -STORE DELIVERY I i . a I I� �F PROPANE LOADING LEGEND PROPOSED EXISTING – PROPERTY LIMIT -- STANDARD DUTY "" . CURB &GUTTER ASP HALT PAVING EASEMENT ------ HEAVY DUTY BUILDING ASPHALT PAVING RETAINING WALL oa0000aao WETLAND IJMITS CONCRETE PAVING TREELINE SAWCUT LINE — s — CDNfAETE SIDEWALK -•'".'.�'�, F','. _.'. SIGN T PIPE BOLLARD NUMBER OF PARKING DISPLAY AREAmo STALLS PER ROW OO KEY NOTE O -- - --- ------ `k-- ----- '- 7 - ! a n,Eua .txe W.,iM11EVE�WaSeERRMIxm iTMicmRONwrarxE ¢u�ouixEs ofnnvnicl3amtTmEo n.xosan ra on,xaxwRTxrmutrm,R.T:PPwrnox of panixa .xoryasuacaxttwcmassxx,l oErtRNwErHE rxAcrLoumd of uLDunxs �RogEmMme ox%woRwereoxremxamrxarFlunoxeex:Fxlcov,EFsrnrF We wxr.ixxsm.}.TM wxrRz6i�oaumroaw6eoxrRAeroan6REEroof rulLr aesroxsiw.f mR axvuue eu ounneels, wx,o�,.iaxrae ocfAsiowrp er w HFa fnlwae roFxaerEr wuTFaxo..FSEave.xrario.,.,mimEs ILNIhMRW MaANe ovmxful. THE viE, xEfJR WE SnxLLNOTIFYSNE ENGINEER WIEXRR I..N.sISE xFaTRNe FSXFTiw Wf 6RCnxE. ao mux nu:sxx, e[ awoiuEawnxovr P➢fRWI1fR6M mEPRaEtt FN6...xfF0. RrnxFMexts sxowx pnTHErui¢ cmaTorEwutE.umsrixG MnunfawhrcN mr,runwrtHpxE vaorosEo (t NORTH o zO 40 SCALE IN FEET P 4-Sambatek #„ : , www,sambatek.ew rAm Wfmw2w aft saft mo Nh1wb*k MN 55343 7MRSA M IWOM 7R47aA5WbC3 dls Client PLYMOUTH VIP AUTO 9950 COUNTY ROAD 9 PLYMOUTH, MN 55442 Project NEW HOPE GAS AND CONVENIENCE Location NEW HOPE, MN Certification I hereby ceNfy that this pWn, specificatlan or report was prepared by me or under my direct supenftlon and that J am a duly licensed professional ENGINEER under the laws of the state of Minnesota. Brady D. us Ra9Imatlo 9 Date: 06/09/2017 R apll ®c[ us ter. wet signed ropy eflhix Pla ehim Is available upon request at Samb.h,k%, MinnetenEa, MN rr8oe. Summary Designed:Orawnc Env Approved: ROS Book/ Page: Phase: PRELIMINARY Initial Issue: Revision History No.Date By Submittal / Revision 61017 DEVELOPMENT REVIEW 8/11('1017 JMW DEVELOPMENT REVIEW 6)25/2017 JMW REVISED DEVELOPMENT REVIEW Sheet Title LOADING ZONES & STACKING EXHIBIT Sheet No. Revision C3.03 Project No. 20725 �I F' F.IE , _ in qu11 wry LI' .Tao quAurvl _. wasofTfRRiWfR . rnR,px6TolxF 6upRLINFT9f pttENq 3R-0A� EDSuaCnNRAxf�MIPl11RlxNl ofnRRwva�FxLEErMµIpTAenO OF ALLFxISTIXGxG SvaL�RFAtf unuRY DOER.' FxF mmwLnoRAx woRyaY[nMACIL'GTxENATRGnnxttxRR {T,OPxfR S1RTf Dxf TOR MIxxF5mR1. TME CM�PACfORNUIpIIItlaCOxiMCfORAGREl10 Y mLLY RF5T9NSINE fpRANYANo All WMA6f5. WHICk Mi6xi xE oFcasnxFo 9f wf oM xER FAnuu Ro atRVL. LOU.FF+wnvxFSFFVEAxv AxRALLxiYnFs [VNpfRlIROVxplelP trvENJIeW l iM dTano iFTxFiiLE�wE s�Rcn nooMMwAiFFiFWicswure eR F„ueo ;Mso rias o um�alw�xe 10=. Km I ­­.—N.— LEGEND PROPOSED EXISTING PROPERTY UMIT — CURB & GUTTER STORM SEWER �►►� — DRAINTILE . RPR — FFF — --- BUILDING RETAINING WALL WETLAND LIMITS TREELINE SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. SOIL BORINGS 902.5 .0215 ........ I01_� r EDF 9025 '`y5 902.5 [��EI ,0 878. i f� 87920 EK I D I - _ I _ L I I I i I1r/ I J _- i1 I� in qu11 wry LI' .Tao quAurvl _. wasofTfRRiWfR . rnR,px6TolxF 6upRLINFT9f pttENq 3R-0A� EDSuaCnNRAxf�MIPl11RlxNl ofnRRwva�FxLEErMµIpTAenO OF ALLFxISTIXGxG SvaL�RFAtf unuRY DOER.' FxF mmwLnoRAx woRyaY[nMACIL'GTxENATRGnnxttxRR {T,OPxfR S1RTf Dxf TOR MIxxF5mR1. TME CM�PACfORNUIpIIItlaCOxiMCfORAGREl10 Y mLLY RF5T9NSINE fpRANYANo All WMA6f5. WHICk Mi6xi xE oFcasnxFo 9f wf oM xER FAnuu Ro atRVL. LOU.FF+wnvxFSFFVEAxv AxRALLxiYnFs [VNpfRlIROVxplelP trvENJIeW l iM dTano iFTxFiiLE�wE s�Rcn nooMMwAiFFiFWicswure eR F„ueo ;Mso rias o um�alw�xe 10=. Km I ­­.—N.— LEGEND PROPOSED EXISTING PROPERTY UMIT — CURB & GUTTER STORM SEWER �►►� — DRAINTILE . RPR — FFF — --- BUILDING RETAINING WALL WETLAND LIMITS TREELINE SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. SOIL BORINGS 902.5 .0215 ........ I01_� r EDF 9025 '`y5 902.5 GRADING NOTES 1. PROPOSEDCCNTDURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 2. CONTRACTOR SHALL REVIEW PAVEMENT G RAO I ENT AND CONSTRUCT'GUTTER OUT' WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTItucrED As -GUTTER IN' CURB. 3. ALL GRADIENTON SIDEWALKS ALONG THE ADA Noun SHALL HAVE A MAXIMUM LONGITUDINALSLOPE OF 596(1:20]. EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE cr;Uo 6(1:4RI. MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL DRACCESS AISLE SHALL BE IN 2'GR% r1:4R1. DDNTRACTOR SHALL REVIEW AND VERIFYTHE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TC PLACING CONCRETE OR BITUMINOUS, CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIErw IN THE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH! PAVING CONTRACTOR. 4, CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE NEW SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROP TIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. S. SAFETYAIOTIKE TO CpYTRACTEIRS:INACCORDANCE WITH GENERALLY ACCEI"EDCONSTRUCT.ON PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OFALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE W CRX. THIS REQUIREMENT W ILLAPPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCTCONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE 15 NOT INTENDED TO INCLUDE AE VIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. G. CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCHON IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOILTESTING SHALL BE COMPLETED BY THE OwNEN'S SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSBOB FOR COORDINATING ALL REQUIRED SOILTESTS AND INSPECTIONS WITH THE SOILS ENGINEER. AGEOTSCHNICAL ENGINEERING SOILS REPORT HASSEEN CDMPIETED BY: ADDRESS. PHONE: DATED:_ -_.. CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. 7. CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. B. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, ATEST WLLSHALL BE PERFORMED ON THE STREET AND PARKING AREA SUBGRADE. CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHTOF 25 TONS. THETEST ROLLING SHALL BEAT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED -THE SOILS ENGINEER. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE W i H THE REQUIREMENTS OF THE SOILS ENGINEER 9. REPACEALLSUBGRABE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS ATEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL DOST TO THE OWNER. 10. CUNT RACIO R SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND UGHTS TO CONTROL THE MOVEMENT DF TRAFFIC WH ERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 11. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THESITEL CONTRACT OR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREACING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. COWRACIOR SHALLSLBCUTCLT AREAS, WHERE TURF ISM RE ESTABLISHED, 70 A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF 15 TO BE ESTABLISHED TO A MINIMUM DEPTH DF 61NCHES, 12. TRENCH BORROW CONSTRUCTION: IF ALLOWED SYTHE OWNER, CONTRACTOR SHALL COMPLETE'FRENCH BORROW EXCAVATION INAREASOIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL TREESSHALLNOTBE REMOVED E OVED OR DAMAGED RSA RESULT OF THE EXCAVATION, UNLESS APPROVED RYTHE ENGINEER. G EEA. TNN EXCAVATION SHALL COMMENCE 0.MINIMUM OF 10 FEET FROM THE UMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND ATA MINIMUM SLOPE OF 1 FOOT HONZONTALTO 1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWAADFNOM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRACE ELEVATION, AND SHALL BE COMPACTED IN ACCORDANCE WNH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTUNED IN MN/DOT SPECIFICATION 21U5.3F2. SNOW FENCE SHALL Be FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA WHERE THE SLOPES EXCEED 2 FOOT HDRQONTAL TO I FODT VERTICAL (ZAT A. FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCWOING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EMINFIGGRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PRO7ECfE0 FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED, ERODED OR HAS SETTLED RELDW THE CORAECT GRADE. ALL AREAS DISTURBED BYTHE CONTRACTOR'S OPERATIONS SHALL RE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 14. TOLERANCES 14.a. THE RESIDENTIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOTVAITY BY MORE THAN 0.30 FOOTABOVE, OR C.3D FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT is MADE. 14.b. THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOTVARY BY MORE THAN C.IA FOOTABOVE, OR C.ID FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT 15 MADE. 14.c THESTREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN DOS FOOFABOVE, OR 0.19 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MAOF. 14.d. AREAS WHICH ARE TO RECEIVE TOPSOIL SMALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 14,e, TOP SOIL SHALL BE GRADED TO PLUS OR MINUS I/2 INCH OF THE SPECIFIED THICKNESS. 1S. AFTER THE SITE GRADING is COMPLETED, iF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, CONTRACTOR SHALL TRANSPORTALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIALTD THE SITE. 16. CONTRACTOR SHALL DETERMINETHE LOCA TION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL 'SITE MAP', OCNTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORTY OF EACH ROADWAY. CONTRACTOR SHALL P057 WHATEVER SECURITY, AND COMPLY WITH ALL CDNOITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. F �Sambatek www.S=batek,C= r� VRlililrARiar �hiL� �aao MkindmI MN 3&343 76&47&GM iip[EDge 763.47SAM [ample Client PLYMOUTH VIP AUTO 9950 COUNTY ROAD 9 PLYMOUTH, MN 55442 Project NEW HOPE GAS AND CONVENIENCE Location NEW HOPE, MN Certification 1 hereby certify that this plan, specification or report was prepared by me or under my direct superVBlon and that I am a duly @tensed professional ENGINEER under the laws oFthe state or Minnesota. Brady D. us RagistratlD 9 Date: 06/09/2017 if applies, tRa VS for a Wet Signed Copy of thi, plan whi asrallalde upon request at Sambetek% Minnetonka, MN omce. Summary Designed: Drawn: EAV Approved: sus Book / Page: Pha5e'PREUMINARY Initial Issue: Revision History No. Date By Submittal / Revision 6)09/2017DEVELDPMENTREVIEW 6/21/2017 JMW DEVELOPMENT REVIEW B/2S/2017 JMW REVISED DEVELOPMENT REVIEW Sheet Title GRADING PLAN Sheet No. Revision C4.01 Project No. 20725 ax, SILT FENCE Qfi RE%17. 1Y RCP NW --- - SILT DIKE F I ------- 010 -ROLL , 1310 DOC NO. 106211 JUNIT I i INLET PROTECTION DEVICE (IP -1) I UNIT 10 INLET PROTECTION DEVICE (IP -2) I UNIT 14 ax, t NORTH 20 40 i SCALE IN FEET IF U--L-:SFZ— F---- M IiF—SD— =-:S—D SF— PUBLIC UTILITY DRAINAGE EASEMENT IN FAVOR OF THE CITY OF NEW HOPE PER DOC. No' 016211 SILT FENCE Qfi RE%17. 1Y RCP NW — — ------- ------ SILT DIKE 4 4 I IE E:B 25 Q'—iS' RCP NVI ' STREET & ROWA FAVOR OF THE OTYAOOFNYEA IN FAVOR NEW 010 -ROLL IC:873.2 CPSE IP2 1310 DOC NO. 106211 JUNIT I i INLET PROTECTION DEVICE (IP -1) I UNIT 10 INLET PROTECTION DEVICE (IP -2) I UNIT 14 t NORTH 20 40 i SCALE IN FEET IF U--L-:SFZ— F---- M IiF—SD— =-:S—D SF— PUBLIC UTILITY DRAINAGE EASEMENT IN FAVOR OF THE CITY OF NEW HOPE PER DOC. No' 016211 I-a—"­=rsurm TIF VIN—A-1-1103.—A'.— AM., I mI AuTue...Irt EE pCCM�eXEP FY ALL �LEGEND PROPOSED EXISTING CURB&GuTTER ST.11. SEWER I DRAINETILE — — — — — —�xnCONTOUR RIP RAP &9;� OVERFLOW ELEV. 4� -9D,2-5 SILEFENCE — — — SIF — — — SF— SILTDIKE — — — $D---SD— LIM17S OF DISTURBANCE SOIL BORINGS 95 DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH 102 CHECK DAM LiMiTSOFDRAJNAGE SUIEnASIK BIO -ROLL MEET PROTECTION DEVICE 1 01- __7 7-7 — — — — — — — — — — — INLET PROTECTION DEVICE 2 IP -2 T'M'ORARYSTONE CONSTRUCTION ENTRANCE TEIVIPCIRARISE.I-ENFEEIAS IN A, TEIVII.RA11 STORAGE AN. PARKING AREA TFIMIR(3-11 STABILIZATION MEASURES SR A (SEED, MULCH, MATS OR BLANKETSAS OUTLINED IN THE SWPPP) —NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG WMi THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION 11 FILED WITH THE MICA, THF CONTRACTOR MUST UPDATE THE SWPPP, INCLUL)INCTHEEROSIO CONTROLPLA SHEETS AS NECESSARY TO INCLUDE ADUITIONAL RLQUIREMUN S, SUCH AS ADDITIONALONR MODIFIED BMNS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FIL NG7THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUSrsE susimiTTEDTO THE OWNERJO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED 114 THE SWPPP NARRATIVE. 4 1 EROSION CONTROL MATERIALS QUANTITIES VT ITEM UNIT QUANTITY SILT FENCE Qfi RE%17. 1Y RCP NW 1597 SILT DIKE I LINEAR FEET I-a—"­=rsurm TIF VIN—A-1-1103.—A'.— AM., I mI AuTue...Irt EE pCCM�eXEP FY ALL �LEGEND PROPOSED EXISTING CURB&GuTTER ST.11. SEWER I DRAINETILE — — — — — —�xnCONTOUR RIP RAP &9;� OVERFLOW ELEV. 4� -9D,2-5 SILEFENCE — — — SIF — — — SF— SILTDIKE — — — $D---SD— LIM17S OF DISTURBANCE SOIL BORINGS 95 DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH 102 CHECK DAM LiMiTSOFDRAJNAGE SUIEnASIK BIO -ROLL MEET PROTECTION DEVICE 1 01- __7 7-7 — — — — — — — — — — — INLET PROTECTION DEVICE 2 IP -2 T'M'ORARYSTONE CONSTRUCTION ENTRANCE TEIVIPCIRARISE.I-ENFEEIAS IN A, TEIVII.RA11 STORAGE AN. PARKING AREA TFIMIR(3-11 STABILIZATION MEASURES SR A (SEED, MULCH, MATS OR BLANKETSAS OUTLINED IN THE SWPPP) —NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG WMi THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION 11 FILED WITH THE MICA, THF CONTRACTOR MUST UPDATE THE SWPPP, INCLUL)INCTHEEROSIO CONTROLPLA SHEETS AS NECESSARY TO INCLUDE ADUITIONAL RLQUIREMUN S, SUCH AS ADDITIONALONR MODIFIED BMNS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FIL NG7THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUSrsE susimiTTEDTO THE OWNERJO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED 114 THE SWPPP NARRATIVE. 4 1 EROSION CONTROL MATERIALS QUANTITIES VT ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 1597 SILT DIKE I LINEAR FEET 145 010 -ROLL I LINEAR FEET 1310 CONSTRUCTION ENTRANCE JUNIT I i INLET PROTECTION DEVICE (IP -1) I UNIT 10 INLET PROTECTION DEVICE (IP -2) I UNIT 14 REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS to 0�7 �SOIL EROSION SEDIMENTATION CONTROL OPFRATInN TIMF qn4pnim F: __________________ 4iSmbatek www.sauthatek.com Mhuhnikk MN 55343 703.4719 WM blep-me 763.471IMISM IanI I Client PLYMOUTH VIP AUTO 9950 COUNTY ROAD 9 PLYMOUTH, MIN 55442 Project NEW HOPE GAS AND CONVENIENCE Location NEW HOPE, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervisionand that Iam a duym licaed professional ENGINEER under the laws of the slate of Minnesota. A &k Brady D R.&ratic9 Date: D15/09/2017 Itappli.t as far. -t aped oapyi this P.o,., eopan request at Suobatel('s, Minnetonka, WN a_ Summary Designed: D--n;EAV Al BOB Book I Page: Phase: PREUMIIVIRY Initial Issue: Revision History No. Date By Submittal / Revision 61MAD 7 DEVELOPMENT REVIEW 8/11/2017 JMW DEVELOPMENTRMEW "/2017 JMW REVISED DEV:LDPMENT REVIEW Sheet Title EROSION CONTROL PLAN - PHASE I Sheet No. Revision C5.01 Project No. 20725 ..'-'`S - --Jm= i Sea— ,—eo. els -., -• _• `-- _1, - (t NORTH D 20 40 1111111 SCALE !N FELT THFSpalaRGA6E MULTI Wr6RIUAnpNSXpwx pH n,ffERuxxx Ruf.utt W. ilry II -L THIS WILTYLAVOWAGbera.NElNfp oEAsr J¢3aN,mEFN'Sfxxwxb WIphENfS Pox ME COLIE�TIpNINp pE/IRION pf IXISIING • ssugRA6EVRmo• .—INS RAxaryRSYa[cNGMCloBf xMLLaFTFRMIXFTXE EMVLrLp1'Fnpt OE ALL EYenxe NTYRIfS RVpxE[6MMEN61N6 MRPA•Y[pNlACnMi1XE xpnxgnpx(fxrExlgoYxp SsaTf ONE Ic MlxxfsorRTTxf CDAcTIN—HICSSCON' RONE EuuTREERox51RLL �aR AM'RnDALLNAAIAGF;NMNN MI6m aE066R51phPo 61 xn Ox xER fuLuxf Tn�fJu[nv Ln�[alEuun NtFYRVEANYANCNE.MrtIESryfaIIRGRIIYNCPIIV UVENIFMI. INVERT�c�xmfxf SACFI�E xDowNm•�SXNL6E erRCNFILLFb WXMar MRtIJALFROM EXERRW¢f EIWI F64��N i A6xaLLxFTNE RERRpNslaurvxf TXf [axmR6roRTo REmGlEALLO¢SiINa IrrILITIFS VJxRH [l1MFLI6F WIFH iNERRpRpsEa narnoyEMlxn sXpAJx pR iXf NeNs. f en. _ —LEGEND DITCH TS s PROPOSED - CURB A GUTTER ' '\M1 STORM SEWERL- UNIT INLET PROTECTION DEVICE I DRAINTILIE CONTOUR — — 1 RIP RAP UNIT 8 OVERFLOW ELEV. EDF > 2025 SILT FENCE —,_R.SFA.--SF— SILT DIKE -- SID ---SID— No 1 I LIMITS OFDISTURBANCE wR >_ en. _ -7 J DITCH TS s , i OMITS OF DRAINAGE SM 5 B 454 BSD -ROLL UNIT INLET PROTECTION DEVICE I ® IP--, INLETPROTPCTION DEVICE 2 1 TEMPORARY STONE UNIT 8 1 No 1 I I l I 1i1 m I i ti SOILBORINGS DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION SB DITCH TS DAM ACHECK OMITS OF DRAINAGE SM 5 B 454 BSD -ROLL UNIT INLET PROTECTION DEVICE I ® IP--, INLETPROTPCTION DEVICE 2 ®11 TEMPORARY STONE UNIT CONSTRUCTION ENTRANCE 7EMPORARY5EDIMENTBASIN SB TEMPORARY STORAGE AND PARKING AREA TS TEMPORARY STABILIZATION MEASURES LINEAR FEET ;SEED, MULCH, MATS OR BLANKETSAS SM OUTLINED IN THE SWPPP) 454 NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETSALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARYTO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FIUNGTHE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE O WNER, TO BE KEPT ON FILE IN ACCORDANCE W rTH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. IIIIIIIIIIIIIIIIIIIIIEROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 360 SILT DIKE LINEAR FEET 59 EI0.ROLL LINEAR FEET 454 CONSTRUCTION ENTRANCE UNIT 1 INLET PROTECTION DEVICE (IP -1) UNIT 6 INLET PROTECTION DEVICE (IP -2) UNIT 8 • REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS 1 SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE • � R • • 111111111111111111111111111111111111111111111111111111111111111111111111111111,III_IIIIIIIIIIIIIII, 1111,IIIIIIIIIII■IIIIIIII-111111111111111111111111111111111111111111111111111■■■_■�■11111111111111111 • • • � • • a • • � a ______11_________11-1__ 51TE CONSTRUCTION PERMIMUTCONTROL STRUCTURESLANDSCAPING /SEED/ a ____-111■_______—____ FIM�Ohl 1111,1111,1111,1111,1111,1111,1111,___1111.1111,__1111,1111,1111,_ 1111,1111,1111.1111.1111,1111,1111,1111,1111,1111,1111.1111.1111,1111,1111,1111,1111.1111, IV V I.: LVIV 1 RAL.—VRV rScr%AL'VII 1RM6t VR IV[.VAMYL[IC I AD LC VVI I m I I]rCL.trI_ r1RVJC(. I Jt CVJLC mbatek www.sambatek.com 12.90 wNmwaff wM Swb 300 hihmWtlk MN 56343 761476MM Wephm MM476AM fa"Is Client PLYMOUTH VIP AUTO 9950 COUNTY ROAD 9 PLYMOUTH, MN 55442 Project NEW HOPE GAS AND CONVENIENCE Location NEW HOPE, MN Certification I hereby certify that this plan, specifI:adon or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of rhe state of MITI A t�t`I Brady D. u ReRlstratio 9 Date: 06/09/2017 IfapplioTsa tact us fora wet syneIs copy of this pbn wh' uaibhle upon request a t Sambatek's, MinnetonkI Quite. Summary Designed:Drawn: rnv Approved: 6D9 Rank , Page: Phase: PRFOMINABY Initial Issue: Revision History No. Date By Submittal / Revision fi/M/2017 DEVEL.OPMENTREVIEW 5/11/2017 JMW OEVELOPMENTREVIEW W5/2017 JMW REVISED DEVELOPMENT REVIEW Sheet Title EROSION CONTROL PLAN - PHASE 2 Sheet No. Revision c5.o2 � Y® Project No. 20725 L. T_ _: _-I EROSION & SEDIMENTATION CONTROL NOTES & DETAILS /"SITE MAP' 3R05K1,V PAR!, 4 ,�1t �tl +IIY �l.r-'1L� stnrl 4c14_;LsgEc� �r�. --A BIW - -...:- titaYE. -m - `AVE. qg k o a / T4. i, a �pV_=� KIi 9 in T�19Ni AVE. I dist" mS w -.: y. 1 ' bVE. 60'h AVE. :;%` ,-.r �~ LOkIBARD LN, 7231 /r fi➢in a AYE. ��(I , 0th �' d THAN IRZNf 1601h AY . ¢ .�AYEh E. Imo. 591/ ` A AV n�IE al th AVE r� a 11 iii I a �� � - E'gGSl slf "A`( 'e,_I' WTI z i SII SITE NL r ' IB R: c 5611 AVF..,I.J! F i REST! 4NLH o - y i 11 z^- Bis ,ji - ...LANE Pb. a'5.fOo!AYE.I� ++ S V > N i ljr Vi� j I�I���I�I ^1IIj`�� flatr� ❑IST. 1�AfHAEL :' �I � ILa :t= 17 o I 1 Con4dl4 hoc Cls k = f' YLI.L]��3rd AVE- N. _.� C Slgi �,I 44 y'tn AYE. 51ST IvE_: ''I' LSS�xem `.-•IF SITE LOCATION MAP NOTT05mil �G 10-011 O° O 2" TO 3' GRAVEL el NOTE: RIG( EXITS SHALL MIM ICED PRIOR TO THE START OFAKY SITE WORK ROCK E%ITS SHALL BE INSPECTED FOLLOWING EACH RAINFALL. MANTENANCF OF ROCK EXITS SHALL INCLUDE A TOP DRESSING OF NEW GRAVEL, OR REMOVALAND REPLACEMENTOF THE GRAVELAS NEEDED.TO KEEP THE E%nS FREE FROM COLLECTED MUD. ROCK EXIT DRIVE NOTTO SCALE DEVELOPER/OWNER: XXAXXXX XUOIXXXXX XIOIXX2C0L W-XKX-XXXX CDNSTRI IC71' NI[M IRI WITH MAK'MUM 51DF S:OPF CF 4:1 ■'�USGS MAP NOTTOSCALE SIGN TO INOIC411. THE LOCAnON OF THE CONLRLTE W'ASHULFT ARLA -'- aBRM AROUND PERIMETER 12' RBIN1 i I 2'-0" MLN COMPACIEO EMBANKMENT( I 8'%QUIRED O I MATERIAL .1 REQUIREDTO s.11 CONTAIN WASTE 3:1 OR FLATTER NOTES: CONCRETE SIDE SLOPES L. CONCRETE WASHOUTAREA SHALL BEiNSTAI-LED PRIOR TOANY CONCRETEPLACEMENT ON SITE. 2. CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM IO MIL THICK PLASTIC LINER 3. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUTARFA IS OFF PAVEMENT. 4. SIGNS SHALL BE PIACED ATTHECONYMUCTION ENTRANCE, ATTHE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF TNF CONCRETE WASHOUT AREATO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. S. THECONCREfE WASHOUTAREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY EO MAINTAIN CAPACITY FOR WASTED CONCRETE 5. ATTHE END OF CONSTRUCTION, ALL CONCRETE SIVALL BE REMOVED FROM THE SITE AND DISPOSED OF ATAN ACCEPTED WASTE SITE. 7. WHEN THE CONCRETE WASHOUFAREA IS REMOVED, THE DISTURBED AREA SHA USE SEEDED AND MULCHED OR OTHERWISE STABIUZED INA MANNER ACCEPTED BY THE CITY, CONCRETE WASHOUT AREA NOT TO SCALE ATTACH THE WOVEN W RF FENCE TO EACH POST WITH THREE WNRETIESOR OTHER FASTENERS (SEE N07F 11 S'MI N. 5GMTE CROSS BRACE2" %4' FRAME 2'X4"STAKE W WOVEN WIRE FENCE WITH SILT FENCE MATERIAL COVER EXTEND WIRE PENff Imm A MIN. OF 3" INTO GROUND EXTEND SILTFENCE MATERIAL MIN, OF V. -INTO GROUND A SILT FENCE MATERIAL TO BE FASTENED SECURELYTO WOVEN WIRE FENCE WITH THREE TES SPACED AT 30" ON CENTER (SEE NOTE L) SECURELY FASTEN CVERLAPPING ENDS OF SILT FENCE MATERIAL TOADUACENTSTAKESWITH THREE WIRE TIES OR OTHER FASTENERS POSTS: 1X4 WOODEN STAKE FENCE: WOVEN WIRE, 141,`2 GA, W MAIL MESH OPENING FABRIC: INACCORDANCE WTIH ASTM 0 6461 LATEST EDITION. 1, ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEUTEXTRE TO THE WOVEN WIRE FENCE ISPACEO EVERY 31 WITH THREE WIREEE5 OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP e" OF THE FABRIC ATTACH EACHTIE DIAGONALLY45 DEGREESTHROUGHTHE FABRIC, WTFH EACH PUNCTURE AT LEAST 1' VERTICALLYAPART. 2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED ACROSS lYVa POSTS, AN 3. MAINTENCE SHALL BE PERFORMED AS NOTED IN THE SWPPP, DEPTH OF ACCUMULATED SEDIMENTS MAYNOTEXCEEDONE-FIAUTHEHEIGHTOFTHEFABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENT3 FROM REACHING ONE-HALF THE HEIGHT OFTHE SILT FENCE MATERIALABOVE GRADE, 4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. SILT FENCE INLET PROTECTION (IP -1) NOTTO SCALE �e'L�AREA SUMMARY IN ACRES PAV mml AREA 1.19 ACt BUILDING AREA U.17 AC± SEEDED AREA 0.24 ACt TOTAL DISTURBED 11.36 AC± POST- CONSTRUCTION IMPERVIOUS 11.36 AC3 MIRAFI FFI.CI ROAD DRAIN CASTING APPLICABILTY • NEENAH R-3097 • NEENAH R-3512 ROAD DRAIN INLET PROTECTION (IP-2) NOT TO SCALE LL: GENERAL EROSION NOTES: L CONSTRUCTION SHALLCOMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME WHERE A CONFLICT EXISTS BETWEEN LOCALIURIS➢ICTIONAL STANDARD SPEORcATIONS AND SAMBATEK STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2. THESTORMWATER POLLUTION PREVENTION PLAN(SWPPPI IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN -ESC PLAN), THE STANDARD DETAILS, THE PIAN NARRATIVE, AND ITS APPENDICES, PLI$THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS, IT CONTRACTORSHALL BE RESPONSIBLE FOR COMPLETING& SUBMITTING THE APPLICATION FAR THE MPGA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THE CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE OUR:NG CONSTRUCTION. 4. CONT'RAC.•CRSHALL IMPLEMENT BEST MANAGEMENT PRACTICES IBMP'S) AS REQUIRED BYTHE SWPPP & PERMITS. CONTRACTOR SHALL OVERSEE THE INSPECTION& MAINTENANCE OF THE AMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION G COMPLETED, IS APPROVED BYALLAUTHOAHHES, AND THE NOTICE OF TERMINATION INOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL 3E IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COWTO OWNER THROUGHOUTALL PHASES OF CONSTRUCTION. S. CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART IILA.2 OF THE GENERAL PERMIT. 6, BMP'SAN➢ CONTROLS SHALL CONFORM TO FEDERAL,STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALUMP1EMENT ADDITIONAL CONTROLS AS DIRECTED BY PERIVFFTING AGENCY OR OWNER. 7. ESC PLAN MUST CLEARLY DELINEATE ALLSTATE WATERS. PERMITS FCR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED CN SITE ATALL TME& 6. CONTRACTOR MAIL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL REQUIRED U A$ EE D RED BPMENTGENERAL BEFORE O KBEONS. GROUND ND CLEARING NOT ESC PLANS SRALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC( ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISR1R61NG ACTIVITIES MUST NOT OCfLR OUTSIDE THE LIMITS OF DISTURBANCE. 9. GENERAL MKTMC70R SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACIUTIES, OFFICE TRAILERS, AND TOILET FACILITIES, 10. ALL WASH WATER (CONCRETE TRUCKS. VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SETE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ONSITE. 11. AIL LIQUID AND SOLD WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED INA LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER IS NOTACCEPTARIE. THEN UID AND D THE 4 SOU WASTES INMUST NOT CONTACTTHE MPCRDUNU,ANONS.THERE ASGNMUST MUST BE INSTALLED FAOMCENT 70 EACH WASHOUT MCO LIQUID EQUIPMENT OPERATORS UTILIZE THE OF ROPERPROPERLY AND INCOMONTAINANCE DC CNCCAREGUHOLFFS REGULATIONS. MUST E VERYTUCKSACENTOWED. WASHOUT FACIUTYTD INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. SELF-CONTAINED [ONOIFTE WASHOUTS ON CONCRETE DELIVERY TRUCKS ARF ALLOWED. 12. SUFFICIENTINLAND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SHE CR READILY AVAILABLE TO CONTAIN AND CLFAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 13, DUST CN7HE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUSTSUPPRESSION OPERATIONS IS PROHIBITED. 14, SOLID WASTE: COLLECTED SEDIMENT, ASPHALT CONCRETE MILUNGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS& OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPCSAL REQUIREMENTS, 15- HAZAROOUS MATERIALS: OIL, GASOLINE, PAINT& ANY HAZARDOUS SUBSTANCESMUSTBE PROPERLY STORED,INCLUDING SECONDARY CONTAINMEM770 PREVENTSPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PRCVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLANCF WITH MPGA REGULATIONS 16. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLAPE- 17. DISTURBED PORTIONS OFTHF SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCEWITH MN/nOT SEED MIXTURE NUMBER 21-111 OR 21-112 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3)SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/OOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 25751 AND 2575.36. ALTERNATIVELY, HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MNIDOT SPECIFICATION SECTION 251 MAYBE USED IN PLACE OF TEMPORARY MULCH. IS. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PIAN FOR VEGETATIVE COVER. 19. CONTRACFORSORSUBCONTRACTORSwE. BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES&FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALTY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DHAINAGEWAYS DISCHARGING OFFSNTE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENTTO RETURN THE BASIN TO DESIGN CAPACITY. 20. ON-SITE & OFFSITE SOILSTOCFPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STCO(PILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS - 21. TEMPORARY SOILSTOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS& CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTERSYSTEMSOR CONOVDS & DITCHES. 22. SLOPES SHALL RE LEFT INA ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION, 23. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROTECT, CONTRACTOR SHALL BE RESPONSIBLE FOR ADIUSTING THE EROSION CONTROL MEASURES ISILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC,)TO PREVENT EROSION. 2A ALLCONSTRIICTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. MAINTENANCE NOTES: ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN. AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE, THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTICN ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: I. ALL SILT FENCES MUST BE REPAIRED,REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL ORTHE SEDTMENT RTACHES I/3 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 2, TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF 3EDIMEN7CCLIECTED IN THE BASIN REACHES IP THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS ISEE PART IV.D. CF THE GENERAL PERMIT). 3- SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MAST BE INSPECTED FOREVIDENCE OF SEDIMFNTREING DEPOSITED BY EROSION. CONTRACTOR MUST REMOVEALL CELTASAND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS AND OTHER DRAINAGE SYSTEMS, AND RESTARIL¢E THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUSTTAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL REGULATORY, OR PHYSICALACCESS CONSTRAINTS. CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUSTTAKE PLATE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS, CONTRACTOR 15 RESPONSIBLE FOR CONTACTING ALL LOLL, REGIONAL STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST REINSPECTED FOR EVIDENCE OF OFFSITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUSTBE REMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART IV.C.6 OF THE GENERAL PERMIT. S. CONTRACTOR IS RESPONSIBLE FORTHE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT AMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BAPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEEI3}ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL {ACCORDING TO PART ILDS OF THE MPCA GENERAL PERMIT) OVER ALLAREAS OF THE SITETHAT HAVE NOT BEEN FINALLY STABIUZED OR THE SEE HAS UNDERGONE FINAL STABILISATION, AND A (NOT,) HAS BEEN SUBMITTED TO THE MPGA 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFFSITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED INA MANNER AND ATA FREQUENCY SUFFICIENT TO MINIMIZE OFF-S1TE IMPACTS I E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INFO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HA2ARD TO USERS OF PUBLIC STREETS). 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES G REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA - 3, CONSTRUCT THE SILT FENCES ON THE SITE. 4, CONSTRUCT THE SEDIMENTATION AND SEDIMENTTRAP 9ASINS, S. HALT ALL ACTIVITIES AND CONTACIFTHE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMP5, GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALLGROUND DISTURBING CONTRACTORS BEFORE PROCEEDING Wrrl9 CONSTRUCTION. 6. CLEAR AND GRUB THE SITE. 7. BEGIN GRADING THE SITE, 8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE U: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES, 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING, 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIME147 CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT . y�VW 1 11aIL1L�Ll1IEl P WWW.eambatek.com 128M Whllirwallr MWEI 9a118 300 MInTHII Ila, MN 55943 753.476.8010 OBlimpbam 763,476,853.1 I I le 19JEL41111 I P}aedg I wil Client PLYMOUTH VIP AUTO 9950 COUNTY ROAD 9 PLYMOUTH, MN 55442 Project NEW HOPE GAS AND CONVENIENCE Location NEW HOPE, MN Certification I hereby certify that this plan, speciflati- or report was prepared by me or under my direct Supervision and that I am a duly licensed pf h-lonai EN GI NEER Vnder the laws of the stale of Minnesota. A slrl'�� Brady D. Us R.SIWA, 9 Data: 06/09/2017 NapPllhaust°rawetagnedc"py of des planwl,4 Is available upon "PI S-ILI Minnetonka, MN oRloe. Summary DesignecIT Drawn: EAv Approved: BOBBook/Page: Phase: PRELIMINARY Initial Issue: Revision History No. Date By Submittal / Revision 6/09/1017DEVELOPMENTREVIEW 6/1111017 1MW DEVELOPMENT RENEW 8/25/1017 1MW REUSED DEVELOPMENT RENEW Sheet Title EROSION CONTROL DETAILS Sheet No. Revision C5.03 Project No. 20725 i CBMH 01��, - RE=87618 FLOW SPLITTER CBMH 02 RE=877.12 (W)IE-873.367- 11. W)IE=673.30 LEGEND I ELECTRIC UE RE -871.95 PVC�I.OD% PROPOSED EXISTING STORM SEWER !► T _ - SANITARY SEWER _ -'•'�'- � � �- -�' , FORCEMAIN {SAN.) STORAGE TANK L - - - J "- _ WATERMAIN FIELD VERIFY INVERT - - - EASEMENT _ - - - - - - - DRAINTLE -xxx-Eea- GAS UNE -a- 1--- N lT-���1► Y ►► N `� �-_ � * 1.L ALL 11NLfT7E55HALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. - • __ __-- r -- I I � � J - - _r _ � _ _ _ � _ _ _ - _ _ _ s 1.2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE DR HOSE TO Irl I It7 I ICX I li7 I 1 tel► "� I-- ORTAP WATERMAIN BEEONGINGTOTHECITYUNLESS DULY AUTHORIZED TO DO SO SYTHE 24 LF �r q�Jl '[ 1)CBMH 03 CBMH 04 31 LF -12" CITY. ANYADVERSE CONSEQUENCES OFANYSCHEDULED OR UNSCHEDULED DISRUPTIONS OF 39 LF-6"ROOF tU �I f nl �!! CBMH BS STORMS IO -f '10 F• �I OoI--}'p I f RG=877A0 AE -877.27 $TORN 816SW6 ~►► I RE -877.21 ! I I SERVICE TO THE PUBLIC ARE THE LIABILITY OF CONTRACTOR. 1.00% DRAIN LP 2.00% i N g f t+ • I. h I F f a ¢ I tE=871.12 I E=870.89 _ LF -12' .. I II LL se i m i m i S N c - TRENCH DRAIN STORM @ 0.50% IE-87pA3 [ 1.3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARA71ON OF 10-FEE7 RELOCATED HYDRANT ,. I I `" I I" ! I" I I I BETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED ATALL WATZRMAIN ANDSEWER MAIN B"GA7EVALVE -.-.I __I -I �_J I �"�' I I - (BUILDING, STORM AND SANITARY) CROSSINGS. I ` I WET TAP EXGTING I I �+ 45 UP _ III 2. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. R" WATERMAIN _ d • 'I " I CB 04A - 23 LF- 8' ' 050% CONNECT TO EXISTS" WM WITH 8"W"FEE A, 6" GATE VALVE AND EXTEND AS SHOWN UNDERGROUND PROPANETANK 1,000 GAL 6"x4" TEE 6"x2" REDUCER 2'CORPSTOP 4" GATE VALVE FDC WATER SERVICE CONNECTION I ELECTRIC UE RE -871.95 PVC�I.OD% TELEPHONE uT I CONNECT TO EIOSTING 9'sANrrARYSEWER UNDERGROUND r _ WITH 6" INSER7A -WYE IE=868.25 STORAGE TANK L - - - J "- 133ZF�" EH FIELD VERIFY INVERT - - UTILITY CONSTRUCTION NOTES � 6"PVC 41 LF 18" __ - 1. THE UTIUTY IMPROVEMENTS FOR THIS PROJECTSHALLBE CONSTRUCTED IN ACCORDANCE WITH THE ® STORM 0.50% "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF CONFORMING TOASTM WEISE. 2.2. ALLSANITAAY SEWER TO BE PVCSDR-35, uNLEsS NOTED OTHERWISE. -- - - MINNESOTA(CEAM), EXCEPTAS MODIFIED HEREIN. CONTRACTOR SHALLOBTAIN A COPY OFTHESE • SPECIFICATIONS. 1--- N lT-���1► Y ►► N `� �-_ � * 1.L ALL 11NLfT7E55HALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. - • __ __-- r -- I I � � J - - _r _ � _ _ _ � _ _ _ - _ _ _ s 1.2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE DR HOSE TO Irl I It7 I ICX I li7 I 1 tel► "� I-- ORTAP WATERMAIN BEEONGINGTOTHECITYUNLESS DULY AUTHORIZED TO DO SO SYTHE 24 LF �r q�Jl '[ 1)CBMH 03 CBMH 04 31 LF -12" CITY. ANYADVERSE CONSEQUENCES OFANYSCHEDULED OR UNSCHEDULED DISRUPTIONS OF 39 LF-6"ROOF tU �I f nl �!! CBMH BS STORMS IO -f '10 F• �I OoI--}'p I f RG=877A0 AE -877.27 $TORN 816SW6 ~►► I RE -877.21 ! I I SERVICE TO THE PUBLIC ARE THE LIABILITY OF CONTRACTOR. 1.00% DRAIN LP 2.00% i N g f t+ • I. h I F f a ¢ I tE=871.12 I E=870.89 _ LF -12' .. I II LL se i m i m i S N c - TRENCH DRAIN STORM @ 0.50% IE-87pA3 [ 1.3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARA71ON OF 10-FEE7 RELOCATED HYDRANT ,. I I `" I I" ! I" I I I BETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED ATALL WATZRMAIN ANDSEWER MAIN B"GA7EVALVE -.-.I __I -I �_J I �"�' I I - (BUILDING, STORM AND SANITARY) CROSSINGS. I ` I WET TAP EXGTING I I �+ 45 UP _ III 2. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. R" WATERMAIN _ d • 'I " I CB 04A - 23 LF- 8' ' 050% CONNECT TO EXISTS" WM WITH 8"W"FEE A, 6" GATE VALVE AND EXTEND AS SHOWN UNDERGROUND PROPANETANK 1,000 GAL 6"x4" TEE 6"x2" REDUCER 2'CORPSTOP 4" GATE VALVE FDC WATER SERVICE CONNECTION PROPOSED BUILDING I RE -871.95 PVC�I.OD% QI FFE=880.50 I i -i IE=873.97 _ ` _ 2.1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. P 5,060 S.F. � 6"PVC FOC BVO PRO COMPLETE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE CF THE WORK. ® SANITARY SEWER 77 CONFORMING TOASTM WEISE. 2.2. ALLSANITAAY SEWER TO BE PVCSDR-35, uNLEsS NOTED OTHERWISE. . • ROOF DMIN WATER RESTORATION SYSTEM I I® I c 7 _ I SEWER SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO 2.2.1. ASTM q �.T 4 CONNECTION 17 LF -6" 69 LF -8" �I _ I'' - CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. - CONNECTION D2TARY ASTM Dz66s. s a 1.aos6 +. _ 7. ALLAREAS OUTSNJETHE PROPERTY BOUNDARIES THAT ARE DISTURSEDBYUTILITYCONSTRUCTION I I 3. COORDINATE ALL BUILDING SERVICE CONNECTIONLOCATIGNS AND INVERT ELEVATIONS WITH • � = WATER SERVICE 10 LF 6" II I z 2.3. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, UNLESS NOTED OTHERWISE. MECHANICAL CONTRACTOR PRIORTO CONSTRUCTION. 160 LF -6" RF -879.80 f C SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC C.NTROLDEVICES 1 c I I r I I CONNECTION (Ny1E=671.45 I W I 2.3.1. ALLWATERMAIN TO HAVE 7.5 -FEET OF COVER OVERTOP OF WATERMAIN. 66 - SAN 2.00% (W, E1 VE=871.55 L'!LL (W) IE=872.27 I T I E I I I I iPa I I : 2.3.2. PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAIN J I I Lo I R [ @ - STORM STORM @ 0.50% 4. ALL BUILDING SERVICE CONNECTIONS ISTORM, SANITARY, WATER) WFIH FIVE FEET OR LESS COVER ARE pI`o I I I E o c 9. ALL SCILS TESTING SHALL RE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE E JOINTS PER CITY STANDARDS. Lo I Qg I - - TO BE INSULATED FROM BUILDING 70 POINEWHERE S-FEETOFCOVER 15 ACHIEVED. Wu.II^ IE=872.71 SCILS ENGINEER. THE UTILITY 6ACKFILLCONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF ' 2WATERSEVCE I I THE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS UTLim LLos 0 H ao^� I --I p I I '= E g877 27 - 2.4. ALLSTORM SEWERPIPETO BESMOOTH INTERIOR DUAL WALL HOPE PIPE WITH WATER TIGHT GASKETS, UNLESS NOTED OTHERWISE. PROPOSED BUILDING L ® QI FFE=880.50 I i i I ! IE=873.97 _ ` _ 2.4,1. STORM SEWER PIPE FOR ROOF DRAIN SERVICES TO BUILDING SHALL BE PVCSCH 40 (2145"BENDS 5,060 S.F. JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE CF THE WORK. ® SANITARY SEWER ALL CONFORMING TOASTM WEISE. [2145'BENDS �I 4 - THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE UMITED TON RIVAL WORKING HOURS. ."P.. SERVICE CONNECTION a THE DUTY OFTHE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF I I® I c _ CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF • ` �.T 4 4 17 LF -6" 69 LF -8" �I _ I'' - CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. - CONNECTION 2.5. RIP RAP SHALL BE Mn/DOTCIA553. ! +. _ 7. ALLAREAS OUTSNJETHE PROPERTY BOUNDARIES THAT ARE DISTURSEDBYUTILITYCONSTRUCTION I I 3. COORDINATE ALL BUILDING SERVICE CONNECTIONLOCATIGNS AND INVERT ELEVATIONS WITH � = WATER SERVICE 10 LF 6" I I I z MH 02 123 LF -6" CBMH 07 MECHANICAL CONTRACTOR PRIORTO CONSTRUCTION. SAN @2A09E RF -879.80 f =878.fi0 pVC@2.00% RE=877.30CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC C.NTROLDEVICES CONNECTION (Ny1E=671.45 I W I I Lo L 66 - (W, E1 VE=871.55 (W) IE=872.27 MOVEMENTOF TRAFFIC WHERE NECESSARY. TRAFFHCCONTROL DEVICES SHALL CONFORM TO J I I Lo I R [ @ - STORM STORM @ 0.50% 4. ALL BUILDING SERVICE CONNECTIONS ISTORM, SANITARY, WATER) WFIH FIVE FEET OR LESS COVER ARE - - 9. ALL SCILS TESTING SHALL RE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE SANITARY SEWER SERVICECONNECTIONI og I Lo I Qg I - - TO BE INSULATED FROM BUILDING 70 POINEWHERE S-FEETOFCOVER 15 ACHIEVED. IE=872.71 SCILS ENGINEER. THE UTILITY 6ACKFILLCONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF ' 5. CONTRACTOR SHALL TAKE ALL PRECAU71ONS NECESSARY TO AVOID PROPERTY DAMAGETO ADJACENT - THE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. I I PROPERTIES DURING TH> CONSTRUCTION PHASESOF THIS PROJECT. CONTRACTOR WILL BE HELD - AGEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: COMPANY: SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE ADDRESS: _® PHONE: - i CONSTRUCTION PHASES OFTHIS PROJECT. PROPOSED BUILDING L ® 6. SAFETY NGTICETOCONTRACTORS: INACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION FFE=880.50 (2)a5"BENDS TRENCH A I I - DRAIN - - -- PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE 5,060 S.F. JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE CF THE WORK. SANITARY SEWER [2145'BENDS �I 4 - THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE UMITED TON RIVAL WORKING HOURS. ."P.. SERVICE CONNECTION -- THE DUTY OFTHE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF IE=871.75 _ CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF • ` G" PVC ROOF DRAIN 4 4 17 LF -6" 69 LF -8" �I _ I'' - CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. - CONNECTION SAN @ 2.0096 PVC @ 1.00% _ ! +. _ 7. ALLAREAS OUTSNJETHE PROPERTY BOUNDARIES THAT ARE DISTURSEDBYUTILITYCONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WNH IS INCHES OF TOPSOIL PLACED `3fi BENEATH THE SOD, 10 LF 6" MH 01 LF-6'b(FN MH 02 123 LF -6" CBMH 07 SAN @2A09E RF -879.80 ;ANL =878.fi0 pVC@2.00% RE=877.30CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC C.NTROLDEVICES (Ny1E=671.45 20090 )IE=871.37 IE=874.30 - SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE (W, E1 VE=871.55 (W) IE=872.27 MOVEMENTOF TRAFFIC WHERE NECESSARY. TRAFFHCCONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENTOFTRANSPORTAT10N STANDARDS. 9. ALL SCILS TESTING SHALL RE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE - - PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL HE COMPLETED AS REQUIRED BY THE ' SCILS ENGINEER. THE UTILITY 6ACKFILLCONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF - THE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. - AGEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: COMPANY: ADDRESS: _® PHONE: - DATED: CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. NORTH 0 20 40 51 -ALE IN FEET 6�ACE Lf'lll ��X�O.MAI� N9erD.nnE �l/�n'goueV GvlioE11x6RLxxefx�iE enYtnp�pNW OEvtt a Ex6fX x'G EP u!P/ne LHEN07 MTneSgMLLPflfvl" txffxoClux6ndlq o7,4 TNS VfNnl6 aEfaR COMMENpN61XON.lY [adTA611N61HE NOl1RG1gN [EXn:RI60GNFRSSATE ONE Pon MPIX601AI, TX! �lPeEfPu.x.sPZ�N� I..,AxP.uP�M�E��NexMexfelP�gxlPe. nRxfNfM�n mf� �fsf.�.x,M�Pu�NRNIxxP-xP-:f.xf.� xFaraxP illxEnu; uxf t; �rv�xoauxn �loefof epic gOfRPw�sx�rtpPMXPM1xRewlfRfxai�iafAxsq[ TME R6wxaelurvoFnxf mxrv,[rPR m RaCfLTEULFxXnxe ulemEs Wild mxluR Wml nxf PRPPusm x .fewfxlENrvlxgwx gxnxf owls. 10. CONTRACTOR SHALLSUBMITSHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUCTURES TO ENGINEER. CONTRACTOR SHALL ALLOW 5 WORKING DAYS FORSHOP DRAWING REVIEW. 11. CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. 12. THE UNDERGROUND STORMWATER SYSTEM SHOWN ON THE UTILITY PLAN ANDTHE DETAIL SHEETS IS FOR INFORMATIONAL PURPOSES ONLYAND DEPICTS THE MINIMUM STORAGE REQUIREMENTS AND THE SYSTEM ELEVATIONS. THE CONTRACTOR ( WITH THEIR SUPPUER OR DESIGNER) SHALL SUBMIT DESIGN DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR70 CONSTRUCnON. THE DESIGN DRAWINGS SHALL DEPICT THE FINAL LAYOUT AND DETAILS FOR CONSTRUCTION. THE DRAWINGS SHALL BE CERTIFIED BY A LICENSED ENGINEER FORTHE STATE IN W HICHTHE PROJECTIS CONSTRUCTED. THE SUBMITTAL SHALL INCLUDE ALL NECESSARY PRODUCT INFORMATION, DESIGN CALCULATIONS AND BEDDING REQUIREMENTS FOR THE PROPOSED STORMW ATER SYSTEM. FOLLOWING CONSTRUCTION, THE CER71FYING ENGINEER SHALL SUBMITA LETTER TO THE OWNER AND ENGINEER INDICATING THEY ODSERVEDTHE INSTALLATION AND THE INSTALLATIDN OF THE STORMWATER SYSTEM WAS IN CONFORMANCE WITH THE CERTIFIED DRAWINGS. r -Sambatek i www.=Mbatekx I widwRio OEittax 31111131311 M MN 56343 788478,= 0a Wbm 763.476.5532 hCSI Client PLYMOUTH VIP AUTO 9950 COUNTY ROAD 9 PLYMOUTH, MN 55442 Project NEW HOPE GAS AND CONVENIENCE Location NEW HOPE, MN Certification I hereby cen&V thatthh plan, speCBcat'on or report was prepared by me orunder my d'recl superosion and that I am a dulyDcenaed professional ENGINEER under the laws or Ne state of Minnesota. A Brady D. us Re8lstratio 9 Date:06/09/2D17 Kappli taM us fora wet signed copy afthls plan WN i6ava1able upon requester Sambatele,, Minnetonka, MN orf Summary Designed: Drawn: EAV Approved:BDB Book / Page: Phase: PRELIMINARY Initial Issue: Revision History No.Date By Submittal / Revision 5/09/2017 DEVELOPMENTREVIEW 8/1112017 JMW DEVELOPMENTREVIEW RR5/2017 JMW REVISED DEVELOPMENT REVIEW Sheet Title UTILITY PLAN Sheet No. Revision 06.01 Project No. 20725 TL:B7e.02 �, E.855, 19 10' E E. 865.40 RiS� _ EENCIUN(ARK g2 TOP NUT HYD. - —7 — I ............. BBt.t EFIN I .i 4::. Z- ._..°.._ • -o—mu. s .. . r .. :� (PLEILIC ROAD) I BOTANICAL NAME/ COMMON NAME CONT lip, QTY I SG q B & B 928 PROPOSED BUILDING ORN. TREES FFE=880.50 5,060 S.F. I CONT CAL OTY Fa FO,�—rso--✓--FO 'ro Syringa reticulata I JaPar eae Tree Lilac B & B '1 Fa Fd� T --- 2 .. ... 0•�-- z a oe CODE BOTANICAL NAME / COMMON NAME ----------------- CITY JJ Eucnymus alatus'Campaclus I Compact Burning Bush 5 gal 4 GF FoWhIa x'Gold Titles' r Golden Tide Forsythia 1 22 V HR Hemeracallis x'Ruby Stella' / Ruby Stella Dayfdy 1 gal 31 SS .� . I O • o .� c o_ e• • 1 7 OLH -J Hydrangea paniculata'Jane' / Little Lime Hydrangea 5 gal 20 ® I Juniperus sabins'Elmadmoor I Broadmoor Juniper 5 gal 10 �n0 Physmarpus apulitDlius'SMPOTW / Tiny Wine Ninebark 5gar 1 21 OTA I Thuia occidantalis'Ball John'/ Technito Arborvitae B & B LL � M 21 - 3 A J 11 CODE I BOTANICAL NAME/ COMMON NAME CONT lip, QTY 0 SG Acer freemanii'Sienna Glen' / Sienna Glen Maple B & B 3')... V4:�JY PROPOSED BUILDING ORN. TREES FFE=880.50 5,060 S.F. — CONT RHDNOA L. BEN07WN I CS-I1B-21-3a-0075 1 1 c a , .,i DA410 F.& KATHLEEN M. GABEL C5 -H8-21-34-0076 0 1 (t 11 NORTH 0 20 4D SCALE IN FEET I[ I •g^ PLANT SCHEDULE A J 11 CODE I BOTANICAL NAME/ COMMON NAME CONT lip, QTY 0 SG Acer freemanii'Sienna Glen' / Sienna Glen Maple B & B 3')... V4:�JY Ivi�.rlwi) ORN. TREES CODE S LINE OF THE N 170.00 FEET OF LOTS 41 ✓r 42, AUDITOR °S SUBDIVISION NO. 228 DA410 F.& KATHLEEN M. GABEL C5 -H8-21-34-0076 0 1 (t 11 NORTH 0 20 4D SCALE IN FEET I[ I •g^ PLANT SCHEDULE TREES CODE I BOTANICAL NAME/ COMMON NAME CONT CAL QTY 0 SG Acer freemanii'Sienna Glen' / Sienna Glen Maple B & B 2.S"Cal 3 ORN. TREES CODE BOTANICAL NAME/ COMMON NAME CONT CAL OTY JL Syringa reticulata I JaPar eae Tree Lilac B & B 2'CBI 4 SHRUBS CODE BOTANICAL NAME / COMMON NAME CONT CITY CE Eucnymus alatus'Campaclus I Compact Burning Bush 5 gal 4 GF FoWhIa x'Gold Titles' r Golden Tide Forsythia 5 gal 22 V HR Hemeracallis x'Ruby Stella' / Ruby Stella Dayfdy 1 gal 31 SS Hemaramilia x 'SleGa Suprema' I Stella Supreme bwy -6—&B 43 SG Hemerhoe Is x Sunday Gloves! Sunday Glower Daylily 1 gal 7 OLH Hydrangea paniculata'Jane' / Little Lime Hydrangea 5 gal 20 ® BJ Juniperus sabins'Elmadmoor I Broadmoor Juniper 5 gal 10 OTN Physmarpus apulitDlius'SMPOTW / Tiny Wine Ninebark 5gar 21 OTA Thuia occidantalis'Ball John'/ Technito Arborvitae B & B 21 GRASSES CODE BOTANICAL NAME I COMMON NAME CONT CITY KFG Calamagrostis x soutiflore'Karl Fuerster / Feather Reed Grass 1 gel 32 PERENNIALS CODE BOTANICAL NAME l COMMON NAME CONT CITY OAFS Sedum x'Autumn Fire' I Autumn Fire Sedum 1 gal 31 ALL DISTURBED AREAS 10 RECEIVE SOD - ALL PLANTED AREAS TO RECEIVE IRRIGATION !!!!=LANDSCAPE LEGEND O IRRIGATION SLEEVES - TYPICAL 60 O 3" SHREDDED HARDWOOD MULCH O 1.5" RIVER ROCK 3" DEPTH OVER WEED BARRIER II Uq ---- STEELEDGER O SOD Jj © 4' WIDE, EDGED, ROCK SPILLWAY 3" 15" RIVER ROCK 4" DEPTH PLACED TO FUNNEL WATER OVER CURB -TREE REMOVALS LIST MANY OF THE TREES REMAINING ON SITE ARE ASH SPECIES. IN KEEPING WITH THE CITIES ASH RORER PROGRAM WE WILL BE REMOVING TREES WHICH COLLO CONTRIBUTE TO THE SPREAD OF THE ASH BORER BEETLE. 19 -ASH IG" ASH Ur ASH Ia" ASN 14" ASH :7"ASH 21" ASH 21" ASH 15. SPRUCE 18. SPRUCE W. e"CRABAPPLE S" CRABAPPLE A', T �-ti :��sSambatek x www.sambatek.com 128M yfiftwillow iklye, Silk 900 MWrieftI MR 66IRW 7SM47SAMO bWmm 789.47&8= hrsil" Is Client PLYMOUTH VIP AUTO 9950 COUNTY ROAD 9 PLYMOUTH, MN 55442 Project NEW HOPE GAS AND CONVENIENCE Location NEW HOPE, MN Certification I hereby certlry that this survey, plan or report was Prepared by me er under my direct superyisipn and that am a duly Lcansed LANDSCAPE ARCHITECT under the laws pf the State of Minnesota. A CPQ' William L De «elnrabo 2 Date: 05/11/2017 Thhce snot valid unle951vet sigeetl n blue ink if ap able, mnlact us fora Wel sighed ropy of thh survey whidl h arailahle upon request at Eambatek, Minnetonka, MN nFfipe. Summary Designed: Drawn; EAV App rwed;BDB Book/Page: Phase: PRELIMINARY Initial Issue: Revision History No. Date By Submittal / Revision 6/09IM17DEVELOPMENT REVIEW 8/11/1017 JMW DEVELOPMENT REVIEW RIM/2017 JMW REVISED DEVELOPMENT REVIEW Sheet Title LANDSCAPE PLAN Sheet No. Revision L1.01 Project No. 20725 UNUSTURRED SUBOHAOE LIG -They PN a' TO B'- DEEPEATHAN ROOT BALL NOTE: CONTRACTOR SHALL MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. IF STAKING IS REQUIRED BY SITE CONDITIONS, CONTRACTOR TO USE 2 OR STAKE METHOD WITH 1' WEBBING AROUND TRUNK of THREE (NO WIRE OR CABLING TO BE USED) WRAP TREE TRUNKS ONLY UPON APPROVAL BY LANDSCAPE ARCHITECT -PROVIDE A INSTALL RODENT PROTECTION 12- HARDWIRE LTATH, MESH EER, B' DU OR GREATER%38'X7.. PLACE STAKE IN PLACE - INSTALL TREE W RH ROOT FLARE VISIDLEAT TOP OF THE ROOT BALL. REMOVE SOIL IN LEVEL MANNER FRoM TOP OF ROOTBALL TO IMPOSE f ST tW OR LARDER MAIN DROFR ROOT IF NEEDED. SET ROOT BAIL WITH MAIN URGER ROOT 1'ABOVE AWACENT GRADE. OO NOT COVER TOP OF ROOT BAIL WITH SOIL. - PLACE NO MULCH IN CONTACT WITH TREE TRUNK - REMOVE BUNLAP, Tra-E. ROPE AND WIRE FROM TOP HALF OF ROOT'BAIL - BLILO 4 -HIGH EARTH SAUCER BEYOND EDGE OF ROOT BAIL I@� EDGE CONDITION VARIES PLACE ROOT BALLON UNDeITURBED OR COMPACTED SOIL SCARIFY SIDE.OF TREE PIT PATH SPADE BY HAND TC BIND PITH PREPPREO SOIL PLANTING SOIL, REFER TO SPECIFICATIONS. COMPACT TO a5% OF MAX DAY UNIT WEICarT ACCORDING TO ASTM D 08 TAMP SOIL AROUND ROUT BALL BASE RRMLY WITH FOOT - HARDWOOD SHREDDED MULCH J" THICK STEEL EDGER (BLACK) W/ STAKE 1 DETAIL NTS FINISHED GRADE AND EDGE CONDITION VARIES - SEE PLAN 2 STEEL EDGER NTS `m NOTE: PREPARE SOIL FOR REFER TO EXTERIOR PLANTING SPECIFICATION INSTALL 1 LAYER OF SHREDDED HARDWOOD MULCH OR 2 LAYER OF FINELY SHREDDED HARDWOOD MULCH. DO NOT PLACE IN CONTACT WITH PLANT EDGE CONDITION VARIES EDGER, REFER TO PLAN AND SPECIFICATION LOOSEN ROOTS OF CONTAINER GROWN PLANTS PLANTING SOIL SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE UNDISTURBED SUBGRADE �31 PERENNIAL PLANTING DETAIL 101 NTS NOTES GENERAL NOTES: I. THE CONTRACTOR SHALL INSPEC77HE SITE AND BECOME FAMILIAR WITH THE EX157ING CONDITIONS RELATING TO THE NATURE AND SCOPE OF THE WORK. 1. THE CONTRACTOR SHALLVERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALLAPPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 4. THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUFIERS, TRAILS, TREES, LAWNSAND SITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO SAME SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER, S. LOCATE AND VERIFYALL LTILTHES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OFANY DAMAGESTQSAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. 6. THE LANDSCAPE CONTRACTOR SHALLCOORDINATETHE PHASES OFOONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. 7, THE CONTRACTOR SHALL REVIEW THESITE FOR DU =1N IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONEH ODNS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING DF WORK, S. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 9. THE SPECIFICATIONS TAKE PRECEDENCE OVERTHE PLANTING NOTES ANDGENERAL NOTES. 10. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC, WITH W HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BYSTEEL FENCE POSTS B' O.C. MAXIMUM SPACING. 11. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON -SIE WILL NOTSE ALLOWED. 12. CONTRACTOR SHALL REQUEST IN WRITtNG,A FINAL ACCEPTANCE INSPECTION, PLANTING NOTES: 1. NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATEAREA. 2, AGRANULAR PRE -EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDSAT THE MANUFACTURERS RECOMMENDED RATE PRIOR TO PLANT INSTALLATION. 3. ALL PLANTING STOCK SHALL CONFORM TO THE'AMERICAN STANDARD FOR NURSERYSTOCK," ANSI -260, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 4. OVERSTURY TREES SHALL BEGIN BRANCHING NO LOWER THAN G' ABOVE PAVED SURFACES. 5. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL. FREE OF PESTSAND DISEASE AND BE CCNTAINER GROWN OR BALLED AND SURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 6. PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. 7. ALL TREES MUSTBE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED, B. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 9. NO SUBSTITUTIONS DF PLANT MATERIAL SHALL BE ACCEPTED UKLESSAPPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 10. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDSAND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OFALLPLAN71NG BEDS AT SPACNG SHOWN AND ADIUSTED TO CONFORM TO THE EXACT CONDITIONS CF THE SITE. THE LANDSCAPE ARCHITECT SHALLAPPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. 11.ALL PLANTING AREAS MUST BE COMPLETELY MULCHED ASSPECIRED. 12. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALLMASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. SURMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON-SITE FOR APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR SHRUB BEDS, AND 3" FOR PERENNWL/GROUND COVER BEDS, UNLESS OTHERW15E DIRECTED. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FORALL MULCHES AND PLANTING SOIL QUANTmES TO COMPLETE THE WORK SHOWN ON THE PLAN. 14. USE ANTFDESICCANT(WILTPRUF OR APPROVED EQUAL( ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD_ 14. PLANTING SOIL FORTRESS, SHRU13SAND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT (4% MIN.) OF HUMUS ANO CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH_ IT SHALL COMPLY WITH MINI SPECIFICATION 3677 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS. NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE APH BETWEEN 6.1 AND 75 AND 10-0-10 FERTILIZER AT THE RATE OF S POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTuRF THROUGHOUT THE ENTIRE BED IN AB' LAYER AND ROTC -TILLING IT INTO THE TOP 12' OF SOIL ATA 1:1 RATIO.ANY PLANT STOCK NOT PLANTED ON DAYOF DELIVERY 54ALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILLE E REJECTED. 15. ALL PLANTS SHALL BE GUARANTEED FORTWO COMPLETE GROWING SEASONS(APRILI- NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVERTHI FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 16. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHI7ECTAT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY7HE LANDSCAPE ARCHITECTAT LEAST24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 17. SEASONS/MME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECTTO PLANT IN OFF-SEASONS ENTIRELY ATHIS/HER RISK. DECIDUOUS 17.1. POTTED PLANTS: 411-611;9/21-11/1 17.2.DECIOUOU5/6&B: 4/1-611;9/21-11/1 17.3. EVERGREEN POTTED PLANTS: 4/1-611;9/21-1113 17.4. EVERGREEN B&B: 4/1-5/1;9/21-11/1 17.5. TURFLAWN SEEDING: 4/1-611;7/20-9120 ITS. NATIVE MIX SEEDING: 4/1.7120;9120-10/20 18. MAIfflffffA7d;7=N IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS 15 COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE -SETTING PLAN75 TO PROPER GRADEAND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE,THE OWNERSHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRAC70R SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD. 19. ANYPLANT MATERIALWHICH DIES, TLRNS BROWN, OR DEFOLIATES(PRIOR TOTOTAL ACCEPTANCE OF THE WORK( SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS, 20. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATERALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEATSTRESS SUCH ASWILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING To DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. TURF NOTES: TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THE MNIDOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW: 1. ALL AREAS TO RECEIVE 500 SHALL ALSO RECEIVE 4" OF TOPSOIL PRIOR TO INSTALLING SOD. TOPSOIL SHALL BE PRICE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 i INCHES IN ANY DIMENSION. 2. WHERE SOD ABurs PAVED SURFACER FINISHED GRADE OF SOD/SEED SHALL BE HELD I" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC 3. SOD SHALL HE LAID PARALLEL TO THECONTOURS ANDSHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPERTHAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BESTAKED SECURELY. 4. ALL DISTURSEDAREAS TO BETURFSEEDED, ARETO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED, FOR SLOPES STEEPER THAN 3A OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. S. ALL DISTURBED AREAS TO RECEIVE NATIVESEED, ARE TO RECEIVE PLANTING SDIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSICN CONTROL BLANKET. IRRIGATION NOTES: 1. IRRIGATION SYSTEM TO BE DESIGNIBUTLD. CONTRACTORTO SUBMIT SHOP DRAWINGS FOR APPROVAL OF SYSTEM LAYOUT PRIOR TO INSTALLATION_ 2- ALL SOD TO RECEIVE SPRAYOR ROTOR IRRIGA71ON HEADS WITH MINIMUM DESIGN OF 1" IRRIGATION PER WEEK. S. ALL PLANT BEDS TO RECEIVE DRIP LINE IRRIGATION, WITH A MINIMUM DESIGN OF .25' IRRIGATION PER WEEK. 4. CONTRACTOR TO INSTALL ATOTAL OF 4 QUICK COUPLERS AT THE CORNERS OF THE PROPERTY. A 2.5' TYPE K SOURCE PIPE IS PROVIDED BY MECHANICAL, C, Samb&k ` L www.sambatek.cm 1 WhbftW d B; SU*30Q Mback l; MN 55943 =476IMM I@W1= 76&47&SSV1a e I Sueva'hp I Pgmip I Fnyhalmeaigl Client PLYMOUTH VIP AUTO 995G COUNTY ROAD 9 PLYMOUTH, MN 55442 Project NEW HOPE GAS AND CONVENIENCE Location NEW HOPE, MN Certification I hereby certify that this sumeY. plan or report was prepared by me or under my direct supervision and that I am a duly Umnsed LANDSCAPE ARCHITECTunder the taws of the State or Mlnnesota. A CPQ` William L De Registratio 2 Date: US/11/201.7 Thisce n twfidunless we[signetlinhlue Ink ifap 'Pahl.,�mnlact us for a wet signed copy of this s aywhI isavailable upon reRuestat Sambatek, Minnetonka, MN M.. Summary Designed: Drawn: EAV Approved:DDB Book l Page: Phase: PRELIMINARY Initial Issue: Revision History No. Date By Submittal / Revision 6!69)2017 DEVELOPMENT RENEW 8111)2617 1MW DEVELOPMENTREVIEW S/25/2017 1MW REVISED DEVELOPMENT REVIEW Sheet Title LANDSCAPE DETAILS Sheet No. Revision L2.01 Project No. 20725 Mara Mlr.,aShn u,.+xaor4'e..s Nwarral,araV+aa.+,e••R4�O+inPdae �-:�Sam�8mUG�1.G� 12600MAaI waatetOft Sub 300 MIN>ebift FAN 55343 753.47&6010 FeIepIwRg 761470.85321x NIff r�64�+MY ISneyF10 ] Plae,tlap f FilrhoNllsBel Client PLYMOUTH VIP AUTO 9950 COUNTY ROAD 9 PLYMOUTH, MN 55442 Project NEW HOPE GAS AND CONVENIENCE Location NEW HOPE, MN Certification �A oo Q� Summary Designed: Drawn: EAV Approved: ave Book / Page: Phase: PREUMINARY Initial Issue: Revision History No.Date By 5ubmittal / Revision 6/09/2D17 DEVELOPMENTREVIEW 8/11/2017 1MW DEVELOPMENT BE VIEW 8/25/2017 ]MW REV ISEDDEVELOPMENT REVIEW Sheet Title LIGHTING PLAN Sheet No. Revision X1.01 Project No. 20725 Luminalre Schedule -'I Symbol Label Arrangement I Total Lamp Lumens LLF D- es�n I Arr. Watts Lum. Lumens BUG Rahn 10 AA SINGLE N.A. 0.900 MCGRAW TT -05 -LED -El -CQ MOUNT AT APPROX 16FT 177 9748 B3 -U0 -G1 _ - 1 BB SINGLE N.A. 0.900 1 MCGRAW GWC-AF-02-LED-El-T4FT WALL MOUNT AT 12FT 113 12497 B2 -U0 -G3 I _ 1 CC SINGLE_ N.A- 0.900 I MCGRAW GLEON-AF-02-LED-EI-T2 MOUNT ON 22FT POLE WITH 3FT BASE 113 11951 B2 -UO -G2 y _ 2_-- DD FF _ _ _ SINGLE _ _ N.AA.0.900.1 N.A. _ MCGRAW GLEON-AF-01-LED_E1-SL2-HSS_MOUNT ON 22FT POLE WITH 3FT BASE._.__ 59 ---.-.-- 5162 ._.__ MCGF W GLEON AF-03_LED E1-T4PT MO(JNT OM 22FT_POLE WITH 3FT BASE 166 18282 B1-UO_G2._...._. 132 -U0 -G3 _ _2_.._.. __-- _ 16 _ .-- rT _ _ -----.--...---.-_-.-_ .SINGLE SINGLE N.A. „_ _ _0.80Q-. 0.900 PORTFOLIO LDSQ6A20DO1 OTE ESQ6A20930D2W 6LSQOLI RECESSED AT APPROX _m - _ 1 F3Q_6__,___ 1819 82 -UO -GO 2 GG SINGLE N.A. t 00.900 1 MCGRAW GLEON-AF-02-LED-Et-T4FT MOUNT ON 22FT POLE WITH 3FT BASE_ 113 12252 B2 -UO -G2 Calculation Summar -- -- -� Label CalaType Units Lvg MaxMln Av In I Max/Min EAST PROPERTY LINE NORTH PROPERTY LINE Illuminance Illuminance Fc Fc 0.09 0.26 0.1 0.0 N.A. 0.5 .0 -N.A. 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PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITY FOR THE INTERPRETATION OF THIS CALCULATION OR COMPLAINCE TO THE LOCAL, STATE, OR FEDERAL Plan LIGHTNG CODES OR ORDINANCES. scale: 1 inch 30 Ft B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTION DOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCE OF THE PRODUCT. C. ALL READING&GALCULATIONS SHOWN ARE SHOWN ON OBJECTS/SURFACES- Mara Mlr.,aShn u,.+xaor4'e..s Nwarral,araV+aa.+,e••R4�O+inPdae �-:�Sam�8mUG�1.G� 12600MAaI waatetOft Sub 300 MIN>ebift FAN 55343 753.47&6010 FeIepIwRg 761470.85321x NIff r�64�+MY ISneyF10 ] Plae,tlap f FilrhoNllsBel Client PLYMOUTH VIP AUTO 9950 COUNTY ROAD 9 PLYMOUTH, MN 55442 Project NEW HOPE GAS AND CONVENIENCE Location NEW HOPE, MN Certification �A oo Q� Summary Designed: Drawn: EAV Approved: ave Book / Page: Phase: PREUMINARY Initial Issue: Revision History No.Date By 5ubmittal / Revision 6/09/2D17 DEVELOPMENTREVIEW 8/11/2017 1MW DEVELOPMENT BE VIEW 8/25/2017 ]MW REV ISEDDEVELOPMENT REVIEW Sheet Title LIGHTING PLAN Sheet No. Revision X1.01 Project No. 20725 `j 1 :' I ,fit - - PPL-HASS LAKE GT LTD. i,n i } rc r rt L 1` \ IHi;A', `Y ,'•�. ��:1� Iy`^l� - pPRTNERSHIP \ - ' - - � '� „ r r i i'� r r I 5='Si�21fi31-m,(1 T Yr.r�- 7 ` ,_':: ;:+, . EUGENE A. & BETH C. DUST / / ---- BENOLIMARK fi3 GARY .L. YPNI91 ETAL gt 11 APOLLO SYSTEM INC. Os-115-zi-31-0072 - TOP �YD. 05 -1111 -21 -31 -OD r ELEVATION =8845 _9 a r s� 05-118-21-31-DlOO y — —0— 'z — p I NE: 976-32 ' M IE 42• W RE: B77 50 - - .- / Qu u IE:7 15" Sw BE." I - .. RE:dT T:: - aT7+ - dt O IE -671 94 42'r EW RE -11I 'q cue - Je-67, 't< 42" E.W_ - ' IE:g71 0g 42' E r 'ti' 7268 515 IF. 19 JO E ,�� - I 971.09 2' W RE 37752 ' ' �-8651n 8' ."i:•C.�..� L..L:h;_ ...:::' ' ' •.• '� W --I . . PUBLIC R[UD IE 96125 .D" E / M .�t r 'E•131I � IE 8..7 15' - th. di W — IE•872.E412" 1� 6' REI BENCHMARK'+ ' jX/ TDF NUT HYD - - - I I RE _� -- 24" P P;C,WwIERMAIN PER CITY A5 -WILTS . — - - -NINE 1� 41 h J11a 22i _ _ _ a 90 's'' anIE;912:63 1 I a 1� Z ti RE: 867.54 gfi W=00 RQI SIGN rrE Lt 5 E.81, — IE:867.G1 T g {j2E B6g� PUBLIC STREET ROADWAY IE: 867.46 I 1 m '_ ,\_ p j(, �y� & 4 Y IE — I * --- I —_ — -- — — I w/C PRL ,8 2 IE 869'72 W \.� EASENENT IN FAVOR OF IME AY p\ , 673tS Y.18 RCP NW -' FAllpf DF INC CITY CF NEW HOPE PER } 1 FO a \CITY OF NEW HOPE PER RE' 87837VI's . ' 3b iZ F P SE OQC NO 816211 i 11 r 1 r „ a� 1E: 872.74 2TRCP Nws - I J l'i 1r PU9UC UTW & DRAwrtJE I '\ DOC. N0. 816211 IE:? 12'HDPE SW I Y' _ NO PAMBAENT EASEAEflT Ba FAYaR 1` t I ,b �, PUBLIC UTILITY & pfjARIA6E O 4y �. 7 I STRIPBJG EXrs15-:OI"LTIETE CURB OF THE CITY OF NEW HOPE' 1 1 ° EASEMENT IN FAVOR RE: 078 00` i ` I I f.'� 4' r'. aT vy cur 4P 'ER DOC NO Atfi2n l t - OF THE CITY OF NEW I10PE IE:874.57 12" HDPE NE - �a, t0f i :fi i :.aid .i e+ f„” BLOCK 1 PER DOC. NO 11162N Ij RETAINING WALL -m .1 ` WlICRETE CURB , IE:874.59 12" HOPE 5 / I F I I'� 1/ i1 j T IE:874.90 t2 PEN r i _ _ 6•' , i iii i'i i i/ i aNY Add �r ''i .-� ? �� �1 CD RE: 878.73 /i _ __ate I f` G I4 BUILDINZI` 04ERHANG --- i d IE'872.60 27 RCP N.5 W � 4 _ _ _ _ _ _ _ , _ J r col cal 1 7 1 t HOPE _ _ _ RE 877 1 E828 AEW a _ - n 6 t` ¢ x _ .; � 'i'� IE 878 a6 1T RCP Nor = � l nI t5 IIIflj - NO aAVEMENT + ROOF ELEVATION et - u , ,n i<; f '. f 'jI t 89X.87 I �STeIPWD 40IST 8 } I .1--� r ` {' m • c 11 ..r_ i cur -r4}.'` 1 STORY i-t�IrVIr��N I I I[1;- WOOD FRAMED E r _ _ IVC � ?AVEMEN'i xi ):, jJ1 � 4 0 7,130 SF i '.a STRI?tNb EXN-S ��,' _ _ _ O ,- r,® FTE -879.35 i9 a=.w 1 s K I c1- 4 y m •-- �, \J ROOfi.9 BINS PROPERTIES I LLC - /� + + �. 05 -,18 -21 -34 -LAKE ' t ..- I �� y w -T a , 'fir _I BLOCK WALL - A0aRE55: 7261 BASS LANE RD. I, ` - CONCRETE GU9E• 04' - - I `+ ml rr a u TRASH ENCLOSURE • - i \ _ 1 L --------e6-3 - -- - �-INSEt'aiAL 'URB -- � 4ea — __ — aTa� moo-- ��r •\� `\�'} �_r €F€rI 4 Oa(1 IF a 5 UNE OF THE N 174.00 FEET OF LOTS 41 3 47 FN O IF w/GAP RLs ,eazO� N89 4 Sew 399.31 _ AUDITOR'S SUBOIVI9ON N0. 226 aie r W/cAP RLS 15420147 g It fd 4 WOOD FENCE UNE I gY9 f I wCOC FENCE UNE s �+ I• ) RHONOA L. BENGTSON f DAvys P. & KATHLEEN M. GABEL / - \ 135-1113-21-34--0075 I 105-118-21-34-007E IE- 879.92 .079.1 2T' RCP N RE, 880.44 i IE;Bfi7.59 RI ) @� IE: B1�8&4j,4 END }" IP RE -.877.24 7 , LEGEND VICINITY MAP SURVEY NOTES • POUNDMONUMENT BOUNDARYUNE -- -- EASEMENTUNE 1 Th' d II" he Old 96- GATE VALVE / HYDRANT RIGHT -0F -WAV LINE s SPOTELEVATION 1] SANITARY MANHOLE UNDERLYING/ ADJACENT LOT '�- CONTOUR o CLEAN OUT TIE LINE CONCRETE CURB lA7 STORM MANHOLE SECTION LINE BUILDING UNE ®® STORM CATCH BASIN - WATERMAIN BUILDING CANOPY - SANITARYSEWER BITUMINOUS SURFACE O TRANSFORMER >B STORM SEWER 1' CONCRETE SURFACE LIGHT .. UNDERGROUND ELECTRIC LANDSCAPING C�GUY ANCHOR - - UNDERGROUND TELEPHONE Q UTILITY POLE — uo — UNDERGROUND GAS a SIGN �� OVERHEAD ELECTRICAL WIRE ® GAS METER -- RETAINING WALL © GAS MANHOLE - - WOOD FENCE J> ELECTRIC MANHOLE 14 ELECTRIC METER TELEPHONE PEDESTAL urvey was pru[epare mI t Nil Fig epu c at one Title Insurance Company Title Commitment No. ORTE743203, bearing an effective date of 8/11/2016. The bearing system is based an the Hennepin County coordinate system, NI (1986 Adjust) . With an assumed bearing of 89 Degrees, 45 Minutes, 25 Seconds for the North line of Lots 41 & 42 Auditors Subdivision No. 4226, Section 05, Township I18N, Range 21W. 2. The vertical datum is based on NAVDBg The originating bend, mark is Carrell MN 053, referenced from the MnDOT Geodetic Database. BENCHMARK 41 C—ali MN053 Disk Eley: 877.666 BENCHMARK 42 T.N.Hyd. El. ­ 9181.413 (As noted an drawing) BENCHMARK 43 T.N.Hyd. EI -880.51 (As noted on drawing) CABLE TV BOX SECTION 05, TOWNSHIP LIEN, RANGE 21W, COMMUNICATIONS MANHOLE HENNEPIN COUNTY, MINNESOTA ROOF DRAINS avxs,aml.. NORTH 0 30 60 SCALE IN FEET ,SUBJECT PROPERTY Description from title commitment: The North 174 feet of Lat 41; and That part of the North 174 feet of Lat 42, lying West of the East495 feet thereof, All in Auditors Subdivision No. 226, Hennepin County, Minnesota. Toners Property Being registered land as is evidenced by Certificate afThle No. 1429103. The following notes correspond to the reference numbers listed in Schedule B, Section 2 of the title commitment. 3. Easement for public sweet and highway purposes, together with incidental rights thereof. In favorof the Village of Crystal dated January 23, 1954, coed September 23, 1954, as Document No. 436031. Affects the suryeyed property. EasemeWs) are shown an the surrey. 4. Easement for puhllc street, roadway and utility purposes In favor ofFhe Village of New Hope dated July 22, 1965, filed August 6, 1965, as Document No. 816211. Affects the surveyed property. Easement(s) am shaven on the survey. 5. Easement for public street and utility purposes in favor of the Mllage of New Hope filed July 30, 1965, as Document No. 817566. Affects the surveyed property. Easement(s) are shown an the survey. 6. Covenants, conditions and restrictions as contained in that certain Declaration of Cavenants dated December 11, 1995, filed May 30,1996, as Document No. 27136101. Affects the subject property. Creates no easement. B. The following matter(a) as disclosed by ALFA/NSPS Land Title Survey prepared by Charles Christopherson of Hakamon Anderson Associates, Inc, dated June 16, 2(116, Job No. 3581.05: a) A wood privacy fence crosses the south boundary line and ownership of the same is undetermined. "TABLE A" NOTES 1. The surveyor has depicted the property corner monuments, or the witness to the corner that were found during the field work, and set property comer monuments, or wltneseas to the corner, at the locations where there did not appear to be arty evidence of an existing monument. 2. The property address is shown an the graphical portion of the survey. 3. The subject property lies within Flood Plain Zone X -Areas determined to he outside the D.2% annual chance Floodplain', as depicted by scaled map location and graphic platting according to FEMA, FIRM Map No. 27D5.pOD21TF dated 11./0412016. 4. The gross land area of the subject property is 1.597 Acres or69,549 Square Feet. 7a. The building and —.riar dimensions of the outsidewall at ground level are shown on the survey, which may or may not bethe foundation well, B. Visible substantial features observed in the process of conducting thefieldwork are shown hereon. 31. A Gopher State One Call (GSOC) request was placed on 04/06/2017 for utility locates on this site and assigned GSOC Ticket No's.170963381,170953382 & 170963383. The surveyor"" no guarantees that the underground utilities shown hereon romp rlse all such utilities in the area, either In service or abandoned. Utility suppllers often do rat respond to these requests in the field but may provide maps, plans, and drawings In Ilei of physical location. Utility information shown hereon is a compilation at the provided map information and those visible utilities and marked utill'ties which were located during the survey field work. The surveyor further does not warrant that the underground u ilitles shown hereon are in the exact location as Indicated, although theyare located as irately as possible from the available information. The surveyor has rat physically located the underground utilities. Pumuantto MS z161,D contact Gopher State One Call at (651-454-00021 prior to any excavation. 13. The names of adjoining land owners according to the current county tax recordsre ashown nn the survey. 17. No changes in street right ofways are proposed per the Uty of New Hope. There is recent observable evidence of sidewalk and curb construction or repair. 18. The are no wetlands an subject property. CERTIFICATION To Robbins Properties I, LLC a Minnesota Limited Liability Company, Old Republic National Title Insurance Comparly: This Is to certify that this map or plat and the survey on whirl, it is based went made In accordance with the 2016 Minlmum Standard Detail Requiremams for ALT VNSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 5, 7(a 1, 8, 11, 13, 17 & 18 of Table A thereof. The Reid work was completed an 04116/2017. Dated this 25th day of April, 2017. sambatek Inc. ?A J- 7M M t Rick M. Blom, LS Minnesota License No. 21719 rhlom�sambetek-war AUG 1 1 2017 �+��Sambatek "' � www.sambatek.com 12000 whitewatgr Drive. St to 300 Minnetonka, MN 56342 763.476.6010 telephane 763.476,8532 iaGSimile Engineering i Surveying I Plardng I Eralronmental Client PLYMOUTH VIP AUTO 9950 COUNTY RD. 9, PLYMOUTH, MN. Project NEW HOPE GAS AND CONVENIENCE Location NEW HOPE, MN. 7201 BASS LAKE ROAD Certification Summary Designed:aAA Drawn: 6A.A Approved: III Book / Page: L04OP62 Phase:ALTASUIVEY Initial Issue: 04i25RO17 Revision History No. Date By Submittal / Revision Sheet Title ALTA SURVEY Sheet No. Revision 1/1 Project No. 20725 -FPMN. METAL LOPING __. .._..... ......- -' -- - -- - - - - - -- - — --- -- ERTRY CANOPY BEYOND- �\ D_ YIN8L f2 I:O'-a` SOUTH ELEVATION 0 GAS / CONVENIENCE STORE SIDE PARAPET -- PREFIN. METAL [AWHILE •--DECCRATML LWT SIDE GANfOP' PIXTLAE TTP. El"Ol,2 - �FL 110'-0' -5RRNr,K-2 ROCKFALE LIN) BPBE *: $,tFFM STORE F'FE YS'•O AYOO. ALUM. STOREFRONT i EL IOQ PAINTED HOLLOW METAL SERVICE DOOR WEST ELEVATION a &A5 / CONVENIENCE STORE 11B.. V -o" Io`-- AORYLJC ROOF BY TOMMY METAL PANEL SYSTEM ON MEAL sw PRAMNS (ACD) FASCIA EFf TOMMY DOW45FOLIT5' PROVIDED 51 AND LOCATED BY TOMMY 4' SPLIT FACED BLOCK BASE (ASW r_ALUM. - TorM GAP -6- ammNs (GRAY) ACR."L F SYSTEM (BEYOND) MEM CM -GIT BOAT 1 D i�B !� PANE. SYSTEM (TAN) FASCIA BY TdV.TY r.-PREFRI PETAL / LOPNICE �L 72I' At •--5100 CANOP } BEYOND -�.RLGKFACE CNU -ADT D STONE VENEER ,`-9=KFACE 01V BASE i ILJM GFIAhM% ,WRR6&ATCV i5rrm M L020 ! METAL PANES _ M -F22 cp-f- ENTRY CANOPY BEYON17 TA. mwNs - EL :O -a• PWIN. METAL CANOPY ANDD. ALUM. STOREFRON7 STARE HPE. �""��, 100'-0 -- EAST ELEVATION ® NV GAS / CONVENIENCE STORE v0' , 1- iLL11M. rJ+AH1++8 4�A d LETTB%5 a LC60 - '=o ---- PREFIFU METAL r.AxDPY/..---IDIK METAL CO CORNICE ➢ .. .. � :r: FU('11RE T- M RE -- - - - -PRLrIN METAi C-NOPY T IF- RiIOK-2 -ANOO. ALUM. - I _ STOREFRONT - ADHERED STONE - - R=lu- ROGKFA:E GNU BASE NORTH ELEVATION ® GAS / CONVENIENCE STORE 4 fro, P-0, l -EE iTT-4r ALUM. GW - REFER TO DETAILS f6RAY) -METAL PANEL SYSTEM 18' HIGH EUILD,NG - ON METAL STUD 5'W1AGS BY OWNER FRAMING (RID) 1, - -A�eL�UaM�. rR1AT STOCK L91-ACtJ ­GORRU5AT00 METAL PANEL (6ZAY) --AWM. FLAT STOCK. (BLACK! ON METAL STUD FRAMIN6 (RED) --4• SPUY FADED BLOCK BASE 1. =--- ----O- EL 100'" PAY CANDFY BY STONE 1 W- BASE- \ ' (fdEAR ::.-. TOMMY (AB * N) "� -COLLUM BY TOMMY -•'PEER GE -Wtr BOARD PANEL SYSTEM (TAN) ---- portrowUr5 FRD VIvED BY 6C - 8CUMRES BY TCl-W 5 WEST ELEVATION ® CAR WASH L0• - F -A' SCUPPER - REFER5CUPPER TtEFER�..- ALUM. GAP - Rffj!K TO pETAILS TO DETAILS 16RNd ;L- _ �AI.EIM. GAP - RL9`.9R 4� ET. ALP ALRYFJC ROOF l TO DETAILS (GRAY) }EYE - `r ' ' �rL BY SYSTEM BY TOMMY METAL STtO ) r{ POMMY r� 18' HIGH BUILDING FRAMING (R®) SIGNAGE BY OMER _ �--ALUM �� T STOCK Q. 120'9" .— -. _ _ - -... �.CORRASATED METAL ------- _- PAIEL(6RAY) FAFj(IA BY - -- _ _ - _ - - - _ . - _ _ - - _ - /�` ALUM. FLAT STOCK TOMMY A METAL PANEL SYSTEM ON _ - FETAL STUD FRAMING (IRED) - z � M5GfANCAI. PLATFORM COLUMN BY -ml - - - _I ---F�W TOP4MY /- HALED BLOCK B� ( -METAL PANEL \ `DTIT - PRPN/IPEO 9Y '\ V METAL PANaL /! 5TGWEFRONT ' A570fauvzw 1FEEW, INSERT aGO TAW EY TOMMY �"iWNpAY4 \-FASCIA 5Y TOMMY (CLEAR ANDD) EAST ELEVATION ® CAIS WASH va.: V-0, ^-AL" CAP - REFER TO r DETAILS(BRAY) ALUM. FLAT STOCK ... (BLACK} CORKMATI D METAL -. PA1i$ 'GRAY) ALUM. FLAY STOOK - ^ (SLAOKN --FASCIA BY TOMMY AWMINiM COMPOSITE PANEL MAT9RIAL - RED -ENPU' SED ALUMIM M S' RIB h TOTAL) ARCHITECTURAL CONSORTIUM L.L.C. I 901 North Third Street Suite 224 612-4954090 I Minroapalis, MN 55441 Fax 512-892.9950 Mark Revisionlissue "o," CITY SUBMITTAL 06-09-IY CITY SI MMITTAL OaAHI9K. CITY SIJAL 06-25-17 ..ter 1OFFICE HEZZANNE I IB' Hk5H BUILO:T* SPAY CANOPY - - �- _..- -. \� -A SwZ"I BY OWNER _ BY TO1{MY - - 0" NTJDO SYAIN.!'SS S7EEL I`=� _ _ _ �' aD�R - TOMMY NEW HOPE GAS & L- PIRW:DED, CONTRACTOR '��KIa'e CONVENIENCE �`• �. SP ITFAGEDSLOGKBA50rA91)��.\.{ NEW HOPE, MN "-BLACK AGM PANELS WfTH 2' MULLION GONERS _NOTAL PAML 5YST6M ON APPLIED OVER X GRID AS SHOW ALIGN WITH METAL STUD FRAMING (REDS DOOR FRAME. SEE STET. ASAI FOR DIPII!NSpONS, SOUTH ELEVATION ® GAR WASH 18• HIGH EUILDINS -. SIGhUhfsE BY OWER �\ ALUM. GAP - REFER TO ---v ._FASCIA BY TOMMYEXT E RI O R pETAILS ;GRAY)-ALU,MINIM CON1Po5">: AMON ELEVATIONS METAL PANEL FR�N /- G" METAL LOPN!¢ (GRAY) METAL Sr" FRNIWG -.. f , RI6 TOTA1) /r _FIBER CEMENT 130AFW ALUM. FLAT�AC� J 1 GCRRU6AYFL Fri 41 W PANEL ,GRAY) AUM. RCK)AT STOCK OLA LORRWATED lETAL PANEL (BRAY) ALUM. FLAT STOCK...ALW. RAT 5TOCIK;BLAGIV PRC.ECT NUMBER. &-1 9. O�rl2-I- Y�GIPNIGGAL PL.P.7PORM METAL STM FRAhIPLG r DOWTSPOIr PRWIpED 13Y CH -Kt- BY, KA (RED) - . -"AND LOCATED BY TOMMY _-FIBER GE46NT BOARD PANEL SYSTEM RAND 4' SPLIT FACfD BLOCK "� " - - r�-4' 5FLIT PACED BLOCK SAM (ASW - - - r -- - - -_ _., L] : BASE (ASW BLACK AGM PANELS WITH 7' •. - Ji- MILLION LOVERS APPLIED OVER IN GRID AS 9140NA1. AL16N \• NTH DOOR FRAMEI / OVERL�'A'p 1%OCR' � �'BL4C•K ACM PANELS Y1TM ]' faLLION COVERS 8' WCE STAINLESS 5TEE. 0.1NIG BY 70FMY -/ TDMMK PROVIDED, APPL'Ep OVER IN 6RrD AS am". ALIGN WTH CONTRACTOR DOOR FRAME. WE 514T, A5,01 FOR NORTH ELEVATION 0 CAR WASH WrALLEO. DIMENNONS a SIra' = I' -o' 7 all A - NORTH ELEVATION SOLAR PANELS 11100M,1111 OF L 5a mAmis a ti GAS LOGO g eA5 - o ,T= C4" -M. - PAINT in BOLLARDS - PAINT - - s� • ' J' 1L BTAINLE55 STEN. ISLAND CURB FA4P3 N B - WEST ELEVATION low I SOLAR PANEL s SOLAR 1aANEtS STEEL PlNUM - PAINT - GAS LOGO . I Gra 4' ID .... STSY CO-IlNW3 -PAINT , - �. PUhlP5 POLLARDS -PAINT - - -, tl+- 1' L' `� STAINLESS STEEL ISLAND CURB FORMS - n - PAMT M FVATI_r]N r WALK-IN COOLER I k ' "5TEEL COLI1Na5 BEYOND o-. I O4 FREC7CR NV IMLATED FLOOR I .. CCNC, FLOCK sLAS I° RNSFV ILOOR f,._..,, EL ,OOt PRELIMNARY BUILDING SECTION 5 V4'. I'-0.. VACUUM ELEVATIONS ARCHITECTURAL CONSORTIUM L.L.C. 901 Wirth Third 5treaL suite 220872-436-4030 Minne"olls, MN 55401 Fax 612-m-9960 Mark Revision / kwus Date L.TY SUSMrr-AL ob-o9-T! CITY 5UEHIT-AI. OD -11-i-7 CITY SUBMITTAL 00-2-11 NEW HOPE GAS & b CONVENIENCE NEW HOPE, MN Rl t., . --ALIk"WM SIGN OAS CANOPY ELEVATIONS � MANY GAS 4 Low M OK LOGO LEAD D " e (8.88", PRICE d6N n 1,' IJ.8 8 m T. O. YfA r� FLCOLOR R. EL SASE CADITtR i MESSAGE CENTER 42'-0"- TRONT ELLVATION HEAVY DUTY GATE ...... .. .. . . ._ - .. .-...-. ....__.... _ l LATCH & GALE BOLTS PARAPET W(C*V .. BLOCK BAS'G TO CEDAR FENalmsL STEEL MATCH BLDG. KOOFTOP UNITS TOTAL SIGN AREA - OVER 6J.7E FRAME.. PREFIN. METAL IOO EF EACH 51M PYLON 516N ELEVATION ' CAP FL.ASHM ' WOOD JUSTS - HOOD T6.' _ .,�.� S To - r STORAGE r ,L R -F CMl BBAASr 'o , r .. ........ _ ... .. ` . Tm*5 SEARING rl 5TEEL.5F1.M AVOID X STS 0 I A'y STEPL BEAH..AGT CE;LIN6 i TRASH ENGLOSURB ELEVATIGNs -? - � I/b.. a I' -O• 2' CLEAR 4'-0" r WALK-IN COOLER I k ' "5TEEL COLI1Na5 BEYOND o-. I O4 FREC7CR NV IMLATED FLOOR I .. CCNC, FLOCK sLAS I° RNSFV ILOOR f,._..,, EL ,OOt PRELIMNARY BUILDING SECTION 5 V4'. I'-0.. VACUUM ELEVATIONS ARCHITECTURAL CONSORTIUM L.L.C. 901 Wirth Third 5treaL suite 220872-436-4030 Minne"olls, MN 55401 Fax 612-m-9960 Mark Revision / kwus Date L.TY SUSMrr-AL ob-o9-T! CITY 5UEHIT-AI. OD -11-i-7 CITY SUBMITTAL 00-2-11 NEW HOPE GAS & b CONVENIENCE NEW HOPE, MN Rl t., . --ALIk"WM SIGN � MANY GAS 4 Low M OK LOGO LEAD D " e (8.88", PRICE d6N n 1,' IJ.8 8 m FLCOLOR R. ELECEC TRONIC U - SASE CADITtR MESSAGE CENTER .- BRICK VENEER l 0 MATCH BLDG. BLOCK BAS'G TO MATCH BLDG. TOTAL SIGN AREA - IOO EF EACH 51M PYLON 516N ELEVATION ' EXTERIOR ELEVATIONS Imo-EGT NUNIBEIi: Ip=.a�ol ISSUED OATi Lb -17-1"f cRArw er: NIR GIECKED 6Y: ICA A3.2 Consortium, l 2017 PLANNING CASE REPORT City of New Hope Meeting Date: September 5, 2017 Report Date: September 1, 2017 Planning Case: 17-11 Petitioner: Robbinsdale Area Schools Address: 8525 62nd Avenue North Project Name: Meadow Lake Elementary Bus Loading Project Description: The applicant is requesting to relocate bus loading and unloading areas to Zealand Avenue North between 601/2 and 62nd avenues. Planning Request: Conditional Use Permit to allow bus loading and unloading in the public right-of- way. I. Type of Planning Request Conditional Use Permit Il. Zoning Code References Section: 4-33 Administration — Conditional Use Permit Ili. Property Specifications Zoning: R-1, Single Family Residential Location: 8525 - 62nd Avenue North Adjacent Land Uses: R-1 Single Family Residential south, east, and west and residential to the east in the city of Brooklyn Park. Site Area: 11.69 acres Planning District: Planning District 1. The Comprehensive Plan encourages improving sidewalk connections within neighborhoods and between planning districts that link community destinations including schools, parks, recreational facilities, and commercial areas. The proposed project includes the extension of a sidewalk, which is consistent with the goals of the Comprehensive Plan. IV. Background In the spring of 2016, Robbinsdale Area Schools and the city collaborated to develop Safe Routes to School plans for each of the three elementary schools in New Hope. After receiving feedback from students, staff, and parents, and observing an afternoon dismissal at the school, it was recommended that Meadow Lake Planning Case Report 17-11 Page 1 9/5/17 Elementary relocate school buses to the west side of Zealand Avenue North for loading and unloading. The school conducted a trial run of the configuration in the spring of 2016, which was generally successful. Meadow Lake Elementary is now requesting a Conditional Use Permit (CUP) to allow for the permanent relocation of bus loading and unloading areas to the public right-of-way on the west side of Zealand Avenue North due to student safety concerns. General loading and unloading currently takes place in front of the building in the northwest parking lot (eight buses) and along 62nd Avenue North (two buses). Parents also pick up and drop off children at this Iocation. The majority of students who walk to school exit the front of the school and walk to the west, crossing at Boone and 62nd avenues. The buses on 62nd Avenue North park between the two northerly parking lots, causing visibility issues for vehicles exiting the parking lots and to those walking on the sidewalk along 62nd Avenue North. Loading and unloading for special needs students takes place in the northeast parking lot. The northwest parking lot also serves as the primary parking location for staff. The combination of bus loading and unloading, parent pick-up and drop-off, walkers, and staff parking creates a safety and congestion issue for students, staff, motorists, and pedestrians. Some staff members currently park on Zealand Avenue North, where the buses would be located. According to the applicant, all employees who currently park on Zealand Avenue North would begin parking in the southwest parking lot. Relocating the bus loading and unloading areas to the west side of Zealand Avenue North would eliminate one of the major factors causing safety concerns for students, staff, motorists, and pedestrians in the area. V. Zoning Analysis A. Plan Description 1. Vehicle Parking The site has 103 parking spaces, which is an appropriate number of spaces for an elementary school of this size. Staff members who currently park along Zealand Avenue North would be required to park in the southwest parking lot, and all employee parking would need to be provided on school property. 2. Bus Parking The proposed loading and unloading area for buses would be relocated from the northwest parking lot (eight buses) and along 62nd Avenue North (two buses) to the west side of Zealand Avenue North. On the mornings of school contact days, buses would drop off students between 9:15 a.m. and 9:35 a.m. The buses would depart the site once unloaded. In the afternoon, ten 40 -foot buses would park on Zealand Avenue North between 3:35 p.m. and 4:00 p.m. Once loaded, the buses would drive south to 60 1/2 Avenue North to access Boone Avenue North, a community collector street. Bus parking would begin 50 feet south of the intersection of Zealand and 62nd avenues and continue for about 400 feet. "No parking" signage and striping would be required on the west side of Zealand Avenue North for 50 feet to prevent vehicles or buses from parking in the area. The buses would be parked within a few inches of each other in order to prevent pedestrians from walking between them. Planning Case Report 17-11 Page 2 9/5/17 3. Signage Signage along Zealand Avenue North would be necessary in order to keep vehicles from parking on the street during loading and unloading times. The applicant submitted a signage plan for the city to consider, however, it was determined that fewer signs were needed. if the CUP were to be approved, staff recommends installation of the following: A "No Parking Here to Corner" sign on the west side of Zealand Avenue North, pointing north, 50 feet south of the intersection of Zealand and 62nd avenues. "No Parking From 9 a.m. to 4 p.m." signage on the west side of Zealand Avenue North from 60 1/2 Avenue North to 62nd Avenue North. Two signs would be located north of 61 1/2 Avenue North and three signs would be located south of 61 1/2 Avenue North. "Resident Parking Only" signage on the east side of Zealand Avenue North from 60 1/2 Avenue North to 62nd Avenue North. Two signs would be located north of 611/2 Avenue North and three signs would be located south of 611/2 Avenue North, The three existing sign poles south of 611/2 Avenue North and the one existing sign pole north of 61 1/2 Avenue North would be used and a new sign would be added to the north. These proposed signage requirements would prevent school staff members from parking on Zealand Avenue North while allowing residents to continue to utilize the street. 4. Bus Idling Bus idling would be limited to a maximum of 25 minutes in the afternoon, if temperatures were at or below 15 degrees Fahrenheit. When temperatures exceed 15 degrees, buses would not be allowed to idle. 5. Special Needs & Disability Drop-off & Pick-up The special needs and disability drop-off and pick-up area would remain in its current location, at the north side of the building. The school would be responsible for meeting all ADA requirements. 6. Parent Drop-off & Pick-up The parent drop-off and pick-up area would remain in its current location, at the school entrance on the west side of the property. 7. Traffic The applicant states that relocating the bus loading and unloading area to Zealand Avenue North would eliminate some of the congestion along Boone Avenue North caused by buses waiting to enter the main parking lot When leaving the site, the buses would travel south on Zealand Avenue North, west on 60 1/2 Avenue North, and exit the site via Boone Avenue North. When traffic is congested in the area, accessing Boone Avenue North may be difficult for the buses. Should this prove to be an issue, the school may need to provide a staff member to stop traffic for a short time in order to allow access. Planning Case Report 17-11 Page 3 9/5/17 Removing the buses from 62nd Avenue North would also eliminate visibility issues for vehicles exiting the school parking lots and for those walking on the sidewalk along 62nd Avenue North. 8. Pedestrian Safety A 6 -foot public sidewalk exists on Zealand Avenue North from 62nd Avenue North going south 288 feet. At the recommendation of the city, the applicant has agreed to extend the sidewalk the entire length of Zealand Avenue North to 60 1/2 Avenue North. The applicant would be responsible for meeting city design specifications when installing the sidewalk. It would match the existing sidewalk on Zealand Avenue North. Extending the sidewalk would also allow buses to adjust and move to the south if a vehicle were to park on the west side of Zealand Avenue North during loading or unloading times. A crosswalk with crossing signs would also be installed to the south of the intersection of Zealand and 61 1/2 avenues. A pedestrian ramp and break in bus parking would be provided at the location of the crosswalk. A pedestrian ramp would be installed on the east side of Zealand Avenue North. A stop sign would be installed at 61 1/2 Avenue North for westbound traffic. The crosswalk would improve safety for students walking to the school from the neighborhoods to the south and southwest of the school. The applicant would continue to maintain the sidewalks and stairs using appropriate snow removal and de-icing techniques to ensure safe conditions for students, staff, and members of the community. 9. Trees There are 11 Ash trees planted in the right-of-way on Zealand Avenue North, south of 611/2 Avenue North, two of which are dead. The trees are planted about 13 feet from the curb. To the best of the city forester's knowledge, the trees were planted by the school. The city forester recommends removing and replacing all of the trees with a different type of species in conjunction with the improvements. The city's tree replacement policy does not apply to ash trees, as they are considered a prohibited species. A. Zoning Code Criteria 1. Conditional Use Permit (CUP) Criteria. The Planning Commission and City Council shall consider the possible adverse effects of the proposed conditional use. In determining whether to approve or deny a Conditional Use Permit, the City Council and Planning Commission shall find that the Conditional Use Permit complies with the following criteria. The burden of proof demonstrating compliance with the following criteria shall be the responsibility of the applicant. a. Comprehensive Plan. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official comprehensive municipal plan of the city. Planning Case Report 17-11 Page 4 9/5/17 Findings. The proposal is consistent with specific goals of the Comprehensive Plan. The proposed project includes the extension of a sidewalk, which is consistent with the Comprehensive Plan, which supports improving sidewalk connections within neighborhoods and community destinations, such as schools. It also promotes cooperation and coordination between governmental units to avoid duplication of public service facilities and services. b. Compatibility. The proposed use is compatible with adjacent present and future anticipated land uses. Findings. Educational buildings are allowed as a conditional use in the R-1 zoning district. Loading, unloading, and the traffic associated with buses is an accessory use to the school. The area surrounding the site is fully -developed and no redevelopment is anticipated. c. Performance standards. The proposed use conforms to all applicable performance standards outlined in the Zoning Code. Findings. The signage, striping, and sidewalk extension meet the standards of the performance code. The conditions of approval outline the design elements needed to make the use acceptable. d. No depreciation in value. The proposed use will not tend to or actually depreciate the area in which it is proposed. Findings. The impacts of buses loading and unloading in the public right-of-way will be mitigated by limiting drop-off times to a 20 -minute window in the morning and 25 -minute window in the afternoon. Buses will be required to shut off their engines unless the temperature is at or below 15 degrees Fahrenheit. No depreciation in property value is expected. e, Zoning district criteria. In addition to the above general criteria, the proposed use meets the criteria specified for the various zoning districts. Findings. Staff has concluded that the proposed use complies with all other zoning district criteria. f. In residential districts (R-1, R-2, R-3, R-4, R-5, R -B, R-0): a. Traffic. Nonresidential traffic is channeled into thoroughfares or onto a street abutting business or industrial uses leading directly to thoroughfares, and not onto minor residential streets. Findings. The proposed bus parking changes are expected to improve traffic patterns in the area. The configuration would eliminate some of the congestion along Boone Avenue North caused by buses waiting to enter the main parking lot. Buses would no longer park on 62nd Avenue North, improving visibility and congestion on the street. b. Screening. The proposed use will be sufficiently separated by distance or screening fromm adjacent residentially zoned land so that existing homes will Planning Case Report 17-11 Page 5 9/5/17 not be materially depreciated in value and there will be no deterrence to development of vacant land. Findings. No screening is proposed with this project. Drop-off times will be limited to a 20 -minute window in the morning and 25 -minute window in the afternoon and idling of engines will be restricted. Screening of the proposed parking is not practical. c. Compatible appearance. The structure and site shall have an appearance that will not have an adverse effect upon adjacent residential properties. Fines The appearance of the site will remain mostly the same with the exception of the striping, sidewalk extension, and street signs. The proposed use is short-term bus parking that is inherent to the public school. B. Desio & Review Committee The Design and Review Committee met on August 17, 2017. The committee was generally supportive of the request for a CUP C. Approval 1. Type of Approval i. Variance — quasi-judicial 2. Timeline i. Date Application Received: August 11, 2017 ii. End of 60 -Day Decision Period: October 10, 2017 iii. End of 120 -Day Decision Period: December 9, 2017 VI. Notification Property owners within 500 feet of the parcel were notified by mail and a legal notice was published in the Sun Post newspaper. Staff has not received any questions or feedback regarding the request. VII. Summary Meadow Lake Elementary is requesting a CUP to allow for the permanent relocation of bus loading and unloading areas to the public right-of-way on the west side of Zealand Avenue North due to safety concerns. The combination of bus loading and unloading, parent pick-up and drop-off, walkers, and staff parking on the west side of the building creates a safety and congestion issue for students, staff, motorists, and pedestrians under the current arrangement. Relocating the bus loading and unloading areas to the west side of Zealand Avenue North would eliminate one of the major factors causing safety concerns. Impact on residential properties along Zealand Avenue North would be minimized by limiting loading and unloading times and prohibiting engine idling unless temperatures fall below 15 degrees Fahrenheit. Parking on the west side of Zealand Avenue North would not be allowed during the day and parking on the east side would be restricted to residents. The existing sidewalk on Zealand Avenue North would be extended to 60 1/2 Avenue North and a crosswalk would be added to the Planning Case Report 17-11 Page 6 9/5/17 south of the intersection of Zealand and 61 1/2 avenues, creating ,i safer environment for students walking to the school from the south and southwest. VIII. Recommendation Staff recommends that the Planning Commission recommend approval of the request for a CUP to allow for the relocation of the bus loading and unloading areas at Meadow Lake Elementary to Zealand Avenue North, between 601/2 and 62nd avenues, with the following conditions of approval: 1. All staff parking shall be accommodated on-site. 2. Bus parking on Zealand Avenue North shall be limited to school contact days between the hours of 9:15 a.m. and 9:35 a.m, and 3:35 p.m. and 4:00 p.m. 3. Public sidewalk shall be extended for the entire length of Zealand Avenue North from 62nd Avenue North to 60 1/2 Avenue North. 4. Crosswalk and crossing signs shall be installed south of intersection of Zealand and 611/2 avenues. Pedestrian ramps shall be installed on both sides of Zealand Avenue North. 5. The west side of Zealand Avenue North shall be striped as "no parking" from 62nd Avenue North 50 feet south. 6. installation of parking signage on Zealand Avenue North and stop sign on 61 1/2 Avenue North shall be coordinated with the City Engineer and Public Works department. 7. Idling of bus engines shall be limited to a maximum of 25 minutes in the afternoon, if the temperature is at or below 15 degrees Fahrenheit. Idling of bus engines shall not be allowed if the temperature exceeds 15 degrees Fahrenheit. 8. Sidewalks and stairs shall be maintained by the school, using appropriate snow removal and de- icing techniques, to ensure safe conditions for students, staff, and pedestrians. Attachments • Application, narrative, and plans (August 11, 2017) • Revised narrative and plan (August 25, 2017) m Northwest Associated Consultants memorandum from Alan Brixius (August 30, 2017) • Stantec Consulting Services letter from Chris Long (August 17, 2017) * Site plan • Site photos • Safe Routes to School Plan Planning Case Report 17-11 Page 7 9/5/17 Application, narrative, and plans (August 11, 2017) PLANNING APPLICATION TO PLANNING COMMISSION AND CITY COUNCIL City of New Hope, 4401 Xyion Avenue North, New Hope, MN 55428 Case No. Bas Deposit Planning Deadline Receipt No. Received by �� &2m< 9 Name of Applicant: (� f c hone: 0 4/ -13,57 Applicant Address —4t ZI ZAJk'njnl.e rl4 le - Street Location of Property: Jo- PID: Legal Description of Property: OWNER OF RECORD: Name: Address: 414v z,).,.jAl_�1—,d ye, Home Phone: Work Phone: W -5:651- $13,57—ax: U3 Applicant's nature of Legal or Equitable Interest: I Type of Request: (pertaining to what section of City Code) 0 j/1 C-- .. ff '' 'lease outline Description of Request: (use additional pages if necessary) AI,- +. 1/ Vhy Shoul Request be Granted: Cl- t4ja Ob r - c 1 n: Irl► 15 attach narrative to application form it necessary) I NN1NG I IT`MS�Plsnning eppllcallon.dne p161�3)/ ,�y J r z AUG I j' 20f7 Meadow Lake Elementary 8525 62nd Ave. N. New Hope, MN 55428 June 29, 2047 To Whom It May Concern, I am writing the City of New Hope officials to formally request the use of Zealand Avenue to 60 M2 Avenue North for bus staging along the west side of Zealand. Bus routing would then continue south on Zealand Avenue to 60 112 Avenue North exiflng onto Boone Avenue. The use of these roads would be at both the beginning and end of the school day for unloading and loading Meadow Lake Elementary students. Buses would arrive at the start of the school day at 9:15am leaving around 9:35am and then again arrive at the end of the school day at 3:35prn leaving by 4:00pm. in thinking about city regulations and maintaining respect of surrounding neighbors careful considerations have been embedded into the plans for implementation. Examples of this is limiting bus idling and maintaining a timely student pickup and drop off. In warm conditions the expectation for bus drivers will be to tum off the bus. In cooler conditions idling would be no longer than 20 minutes on either side of the school day. Also note that during drop off times the busses would be dropping off students and departing the area immediately after drop off, and not idling for the balance of the 20 minute time frame. Keeping it to 20 minutes allows enough time for safe entry and dismissal of students. in addition to this, we believe the use of Zealand Avenue North also eliminates some of the congestion caused by busses waiting to get into the main parking lot off of Boone Avenue North at bus pick up and drop off times.. In addition, at loading time in the afternoon, busses are currently parking on 62nd Ave as well, adding even more traffic congestion. A final example would be to have a contingency plan in place for a car parked in the loading/unloading zone. During colder winter months the district will continue, as it does now, to maintain the sidewalks and stairs thru proper snow removal techniques and ice melt application procedures to ensure safe traffic conditions for our staff, students and community.Our hope would be to communicate effectively with the surrounding neighbors of loading and unloading times to have this happen minimally. However, if it were to occur a reminder flyer would be placed on the window and for the day busses would work around the parked car. The district would request of the city to have the curbing in the affected area along Zealand Ave. to remind and encourage the students to remain on the sidewalk and to not proceed at any time onto the street surface_ Busses will also park close enough to each other so as not to allow students or adults to pass between the busses to the street and other traffic. Finally, making this adjustment to how bused students are dropped off and picked up increases the safety for all students. Currently, the front of the building is the sole entrance for bussing, parent pick up and walkers. In a school with over 650 students this current practice often causes congestion of the front entryway and a major safety concern for our students and families. This is due to both parent vehicles and busses sharing the same parking lot. Many occasions younger siblings are running ahead of parents or students are going between busses - passing through the bus line to get to parked vehicles.lf the proposed changes were to be approved, the main parking lot along Boone Ave. would be for Staff and family parking and Parent Pick -Up & Drop off only, with new directional signage. The staff that currently park along Zealand Ave. would park in our "overflow" lot along Boone Ave. where there are sufficient spaces for the vehicles currently on Zealand Ave.Thankfully we have managed these challenges so far, but an alternative option such as what is proposed in this letter would be much safer. Our northern most parking lot is currently used for staff parking and Special Education and disabled student drop off and pick up, The proposed changes would not affect this area at all. Please know the decision for Meadow Lake Elementary Administration and Robbinsdaie Area School District comes after careful consideration of building level safety concerns, working with Safe Routes to School for the 2046-2047 school year and completing a successful one day Irial run" of using this location. In advance we would like to thank you for your consideration of allowing us to use Zealand Avenue North for student arrival and dismissal. Together, I believe we can increase student safety and maintain a respectful working relationship with both Now Hope residents and New Hope City Officials. Thank You, Gaeli Iverson MLE Assistant Principal 763-504-7702 (work) 612-501-5617 (personal) .......... F_E S � AUB f 1 2017 L 7 jr Em til F,\ � ` N ri• s V OF S13CNfll A.L I R s r 0 N PI (1 1. 1 1 71 14" r3 AUG 1 1 2017 tail JF A2 - X -D sum ERG 0 1 m AL a sfva almr. Lis AUG I 1 2017 Y zq It ` € r ir Ile 72[ jL c, r s n o w i n11;I@ Revised narrative and plans (August 25, 2017) Date: 08-25-2017 From: Scott Peterson I.S.D. 281 Robbinsdale School District Buildings & Grounds Dept. 763-504-8135 To: Jeff Alger City of New Hope, Minnesota Re: Proposed changes to original submission regarding C.U.P. for bussing at Meadow Lake Elementary School. Jeff, Please accept the included submission with regard to proposed recommendations regarding this project from the City of New Hope, and by submission the acceptance by Robbinsdale School District for the following concerns for the C.U.P. recommendation. In addition to the original submitted proposal, and following the most recent meeting of 08-18-2017, Robbinsdale Area Schools does agree with the following recommendations: 50' setback from 62nd Ave. Nat Zealand Ave. N., prior to start of southbound parking.- currently at 30' Addition of pedestrian crosswalk of intersection of Zealand Ave. N. at fit % st. Addition of signage spaced at every 20' or other approved distance identifying "No Parking from 9AM until 4PM on Student Contact Days." Unless other approved signage is approved. Signage to be provided on both east and west sides of Zealand Ave. N. from 62nd Ave. N. to 60 % Ave. N. Additiion of additional sidewalk along west sife of Zealand Ave from end of current sidewalk (Approximately intersection of 611t Y st.) until the intersection with 60 % st. at Zealand Ave. Sidewalk to match existing sidewalk, approximately from the current curb line at Zealand Ave. west for 6'. Removal and replacement of existing plant life to be determined from I.S.D. and City of New Hope. Understanding between I.S.Q. 281, First Student Transportation and the City of New Hope that idling of busses be maintained at a minimum for extended periods of time. Anticipated idle time in place at curb to be 20 minutes during temperatures of 15 degrees or lower. Busses would shut off busses at other extended periods of time. The time frame of sidewalk installation and commencement of said transportation changes will be determined upon city approval. Signage to be installed upon approval by city of New Hope. If there are additional concerns or questions, please let me know. Scott Peterson 763-504-8135 IN S .1 .1 A VB -mo: -6 .9 .9 2 A AcLS:B. - . 6 - 5 5 1 - 15 . - I � 5 e 1 i a z F A � 11 a g Z g % mo i 2 - ; i i i 1 . . . . . . . . . . . . A. A.H. A cl rs ri— 'S' 1 A a - JL 1 8 J.L/Ae7m — 7: NORTHWEST ASSOCIATED CONSULTANTS', MCI 4150 Olson Memorial Highway, Ste. 320, Golden Valley, MN 55422 Telephone: 763.957.1 x.00 Website: www.nacplanning.com PLANNING REPORT TO: Jeff Sargent FROM: Alan Brixius / Ryan Grittman DATE: August 30, 2017 RE: New Hope — Meadow Lake Elementary School CUP FILE NO: 131.01 — 17.09 BACKGROUND Robbinsdale School District / Meadow Lake Elementary School has submitted an application to reconfigure their bus drop off and pickup. Currently, bus drop off and pick up takes place on the north side of the main building along 6211d Avenue North along with staff parking, parent drop off pick up, and walkers. This causes a safety and congestion concern for students, staff, motorist, pedestrians, and the neighborhood. The applicant is pursuing a conditional use permit (CUP) for off-site parking to allow parking spaces for 10 buses along Zealand Avenue North where staff currently parks. Staff parking would be relocated to the "overflow" parking area near the tennis courts. This unusual request is to better facilitate the loading and unloading of students to the school in a location and manner that does not conflict with other traffic. Through the CUP, the School District attempts to improve the safety and efficiency of student transportation. ISSUES ANALYSIS 6201 Avenue North. Currently bus loading and unloading is occurring on 62nd Avenue North. This location conflicts with the traffic on 62nd Avenue North and presents safety concerns for school traffic entering and exiting the site via the existing curb cuts onto 62nd Avenue North. This area mixes students with automobile traffic. Additionally, 62nd Avenue North is classified as a neighborhood collector. This classification anticipates higher traffic volumes and traffic speeds than the City's local streets. Zealand Avenue North. The School District wishes to relocate the bus parking onto Zealand Avenue North. Zealand Avenue North is a 28 foot wide local street that is signed "no parking" along its east side. The applicant proposes to locate the bus parking along the west side of Zealand Avenue North, allowing students to access and depart the buses directly from a sidewalk along Zealand Avenue North. This proposed location avoids conflicts with curb cuts and other school traffic. In. examining this CUP request, City staff and the Design Review Committee established the following requirements: 1. The bus parking must provide a safe separation from the Zealand Avenue North/62nd Avenue North intersection to provide safe traffic sight lines for both automobiles and pedestrians moving through the intersection. A 50 foot separation was suggested. The applicant's revised narrative and site plan agrees to this standard. Staff would recommend that the pavement be painted to demark the front and back of the bus parking area to ensure that the 50 foot setback is observed. 2. The applicant must provide signs that note "no parking" during the necessary days and times for bus parking. Said signs shall be submitted to the City for both Public Works and Police Department approval prior to installation. The applicant has agreed to this condition. Student Pedestrian Access. The site is surrounded by single family homes on the west, south, and east sides of the school property, as well as Meadow Lake Park, and single family homes to the north in the City of Brooklyn Park. These neighborhoods will have students walking to school. The bus parking design must consider this pedestrian function in its design. The following conditions were recommended: Provide a pedestrian access between buses at the 61'/ Avenue alignment. The school will provide a detail of this crosswalk and landings that illustrate the separation between buses and how this will be physically delineated and maintained through all seasons. 2. The sidewalk along the west side of Zealand Avenue North shall be extended south to 60'/2 Avenue North. Sidewalk design must include crosswalks through intersections, sidewalk disability access at the intersection, and related signage. Bus Idling. The bus parking proximity to the single family homes east of Zealand Avenue North raises some concerns related to noise and odors related to bus idling. The narrative states that idling will be maintained at a minimum for extended periods of time. Anticipated idle time in place at the curb will be 20 minutes. Buses shall be shut off at other extended periods of time. Parking. The site currently has 103 parking spaces. This is an appropriate number of spaces for an elementary school of this size based on City Code. No physical changes are KA being proposed to the parking arrangements onsite. Parent parking and student drop-off will be in the northwest parking lot. Special. education/disability student drop-off/pickup will occur in the north parking. Teacher parking using Zealand Avenue North will be relocated to the parking lot south of the tennis courts. Conditional Use Permit. The following criteria must be considered with any conditional use permit: (1) Comprehensive Plan. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official comprehensive municipal plan of the city. Staff Comment: The proposed CUP is consistent with the following goals and policies: COMMUNITY FACILITIES GOALS Goal 1: Maintain, improve, and create services, facilities and infrastructure to meet the needs and interests of the community. Policies: F. Promote and encourage cooperation and coordination between governmental units to avoid duplication of public service facilities and services. H. Encourage the School District to continue to improve the physical conditions of local schools. (2) Compatibility. The proposed use is compatible with adjacent present and future anticipated land uses. Staff Comment: The area surrounding the site is fully developed and no redevelopment is anticipated. The elementary school is allowed by zoning. The relocation of -the bus parking is to mitigate student safety concerns. The conditions of approval are aimed at providing a compatible land use relationship with the adjoining residential neighborhoods. (3) Performance standards. The proposed use conforms with all applicable performance standards contained in this Code. Staff Comment. This is a unique conditional use permit. The conditions of approval outline the design elements needed to make the use acceptable. The applicant is agreeable to the conditions being imposed. (4) No depreciation in value. The proposed use will not tend to or actually depreciate the area in which it is proposed. 3 Staff Comment. The School tested this layout toward the end of the previous school year. The School has reported that everything went well. No depreciation of property is expected. (5) Zoning district criteria. In addition to the above general criteria, the proposed use meets. the criteria specified for the various zoning districts. (6) In residential districts: a. Traffic. Nonresidential traffic is channeled into thoroughfares or onto a street abutting business or industrial uses leading directly to thoroughfares, and not onto minor residential streets. Staff Comment. Schools are an allowed use in the residential zoning district and as such, the traffic related to the school is considered to be residential. The proposed bus parking changes are not expected to alter current traffic patterns. b. Screening. The proposed use will be sufficiently separated by distance or screening from adjacent residentially zoned land so that existing homes will not be materially depreciated in value and there will be no deterrence to development of vacant land. Staff Comment. The proposed use represents short-term on -street bus parking. Screening of the proposed parking is not practical. C. Compatible appearance. The structure and site shall have an appearance that will not have an adverse effect upon adjacent residential properties. Staff Comment. The proposed use is short-term bus parking that is inherent to the public school. RECOMMENDATION Based on the narrative and plans dated August 25, 2017, staff recommends approval of the conditional use permit for off-site parking for Meadow Lake Elementary School with the following conditions: 1. The proposed bus parking on Zealand Avenue North follow the August 25, 2017 plan with the following details: a. The bus parking maintain a 50 foot setback from 621d Avenue North. The School District shall paint the pavement to identify the front and back of the bus parking area to insure the 50 foot setback is maintained. 4 b. The applicant provide "no parking" signs with narrative that outlines day and time of "no parking" restrictions. Said signs shall be reviewed and approved by New Hope Public Works and Police Department. C. The applicant shall provide a design detail for a bus separation and crosswalk that aligns with 61 % Avenue. Said design shall identify spacing between buses, crosswalks, signs, and curb cut access to the sidewalk on the west side of Zealand Avenue North. Sidewalk access must be disability accessible. .d. The applicant shall design and construct a sidewalk along the west side of Zealand Avenue North to 60% Avenue. This sidewalk must have a disability accessible landing at 60'/ Avenue, crosswalks and signs. 2. Buses may idle within the parking area for a period of 30 minutes. After this duration, they must be shut off until departure. c: Aaron Chirpach Jeff Alger Chris Long Roger Axel Brandon Bell Jessi Weber 5 Stantec Consulting Services Inc. 2335 Highway 36 West 5t. Paul MN 55113 Tel: (651 ) 636-4600 Fax: (651) 636-1311 August 17, 2017 Fife: 193804506 Attention: Jeff Sargent Community Development Director City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Reference: Meadow Lake Elementary - Bus Staging Route Review on Zealand Ave. Dear Jeff, We have reviewed the bus route and staging along Zealand Avenue for the Meadow Lake Elementary as received on August 11, 2017. Following are our comments and/or recommendations. General Comments: 1. As discussed during a recent Safe Routes to School program completed this past year, rerouting the bus staging to Zealand Avenue will have a positive impact on the traffic congestion at 62nd Avenue and Boone Avenue. 2. Zealand Avenue shall be signed similarly to Virginia Avenue adjacent to Cooper High School. Signs shall consist of No Parking signs on the west side of Zealand Avenue (possibly no parking during set time periods), along with Resident Parking Only signs on the east side of Zealand Avenue. 3. It is recommended to provide a pedestrian crossing on the south side of Zealand Avenue and 61 '/2 Avenue, between the buses to provide a safer access for pedestrians. a. A pedestrian ramp bump out curb should be considered on the west side of Zealand. b. A pedestrian ramp should be installed on the east side of Zealand. c. Crosswalk shall be painted and shall include signs for the pedestrian crossing, including advanced warning signs. d. A stop sign installation is recommended at 61 '/ Avenue for west bound traffic. 4. It is recommended to extend the bus parking setback from 62^d Avenue to 50 feet instead of 30 feet. 11�vsicn v:'ith community in rrind. August 17, 2017 Mr. Jeff Sargent Page 2 of 2 ff you have any questions or require further information, please call me at (651)604-4808. Regards, STANTEC CONSULTING SERVICES INC. r Christopher W. Long, P.E. c. Aaron Chirpich, Bernie Weber, Dave Lemke, Andrew Kramer, Megan Albert, Jeff Alger, Roger Axel - New Hope; Alan Brixius - City Planner; Shelby Wolf - West Metro Fire; Kellie Schlegel, Adam Martinson, Ann Dienhart- Stantec. Design with cornmun iy in 1-nind I v aupp ! CIO A Lows, .4 Ai 41. lip If r .?Sys 1� : ' ► +: e. #.; ' a ',� z� / • � � s."- x it � } o 40, e�k. mom- ,. n ee -• e Ott �e 52 s 41.1: TT A'` Sri '3 ra,�%1 .seg b �' •' aupp ! 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JAM" MEADOW LAKE ELEMENTARYr-ur; N TA M, SAFE— Robbinsdale Acea 500015, Ncwv fiop�-,. MN DEPARTMENT OF TRANSPi)F?rArioH a ROUTES Jlljrljl,� .601,; TO Sr-flOL ACKNOWLE-DGMENTS 61 '. -4 b [' I. n * & 1185A 1 CIIInr" -RoLrffS DEPARTMENT OP group bme I r- TRANSPORTATION Contents ACKNOWLEDGMENTS ............... 01 INTRODUCTION + CONTEXT.. TheSix Ls ................................ 6 Navigating this Plan ................................ The Vision ................. 8 Meadow Lake Elementary in Context ....... 9 02 PROGRAMS Introduction to Programs................................11 Existing Programs .............. ....12 Program Recommendations-, ........................ 12 Recommended Programs List.......................13 Program Descriptions......................................14 03 16 El 4 HOW TO GET INVOLVED...... ............... 22 Using this Plan ........................... .23 Whoare You?..............................................24 ... 10 INFRASTRUCTURE ,,,,,,,,1E Introduction to Infrastructure ........................17 Infrastructure Recommendations ................20 M APPENDICES .................. ................ 26 Appendix A. For More Information..............28 Appendix B. SRTS Facts for School Communication 29 Appendix C. Summary of Planning Process 32 Appendix D. Existing Conditions.................34 Appendix E. Student Residences................38 Appendix F. Parent Survey .............................39 Appendix G. Student Nand Tally...............1.151 Appendix H. Infrastructure Toolbox ........... 55 Appendix I. Bike Parking for Schools.. ....... 63 Appendix J. Maintenance Planning ........ .... 65 Appendix K. Equity in SRTS Planning ........66 SCHOOLS LOADING ONLY F Why Safe Routes to School? THE PERCENTAGE OF CHILDREN WALKING OR BIKING TO SCHOOL HAS DROPPED PRECIPITOUSLY WITHIN ONE GENERATION KIDS WHO WALK OR BIKE TO SCHOOL: THE VICIOUS CYCLE OF INCREASED TRAFFIC LEADING TO REDUCED WALKING AND BICYCLING: MOST KIDS ARE NOT GETTING ENOUGH PHYSICAL ACTIVITY ROADS NEAR SCHOOLS ARE CONGESTED, DECREASING SAFETY AND AIR QUALITY FOR CHILDREN Get most of the recommended 60 minutes of daily physical activity during the trip to and from school Demonstrate improved test scores and better school performance" Fewer students walking & biking to school Rising concern about safety of walking & biking More parents driving children to school Increased traffic at and around school 'More information, including primary sources, can be found at '71?p:!/gu1de.sateroutesinfo ora Arrive alert and able to focus on school Are more likely to be a healthy body weight Are less likely to suffer from V depression and anxiety THE VICIOUS CYCLE OF INCREASED TRAFFIC LEADING TO REDUCED WALKING AND BICYCLING: MOST KIDS ARE NOT GETTING ENOUGH PHYSICAL ACTIVITY ROADS NEAR SCHOOLS ARE CONGESTED, DECREASING SAFETY AND AIR QUALITY FOR CHILDREN Get most of the recommended 60 minutes of daily physical activity during the trip to and from school Demonstrate improved test scores and better school performance" Fewer students walking & biking to school Rising concern about safety of walking & biking More parents driving children to school Increased traffic at and around school 'More information, including primary sources, can be found at '71?p:!/gu1de.sateroutesinfo ora The Six Es Safe Routes to Schooi programs use a variety of strategies to make it easy, fun and safe for children to walk and bike to school. These strategies are often called the "Six Es." n Education Programs designed to teach children about traffic safety, bicycle and pedestrian skills, and traffic decision-making. Encouragement Programs that make it fun for kids to walk and bike, including incentive programs, regular events or classroom activities. Engineering Physical projects that are built to improve walking and bicycling conditions. Enforcement r� Law enforcement strategies aimed at improving driver behavior near schools and ensuring safe roads for all users. Evaluation DStrategies to help understand program effectiveness, identify improvements, and ensure program sustainability. Equi#y Is an overarching concept that applies to all of the E's, ensuring that all residents have access to and can take advantage of the resources provided through the program. 6 SAFE ROUTES TO SCHOOL PLAN MEADOW LAKE ELEMENTARY, NEW HOPE„ MINNESOTA 4� - 10 t H P R �1,J The Six Es Safe Routes to Schooi programs use a variety of strategies to make it easy, fun and safe for children to walk and bike to school. These strategies are often called the "Six Es." n Education Programs designed to teach children about traffic safety, bicycle and pedestrian skills, and traffic decision-making. Encouragement Programs that make it fun for kids to walk and bike, including incentive programs, regular events or classroom activities. Engineering Physical projects that are built to improve walking and bicycling conditions. Enforcement r� Law enforcement strategies aimed at improving driver behavior near schools and ensuring safe roads for all users. Evaluation DStrategies to help understand program effectiveness, identify improvements, and ensure program sustainability. Equi#y Is an overarching concept that applies to all of the E's, ensuring that all residents have access to and can take advantage of the resources provided through the program. 6 SAFE ROUTES TO SCHOOL PLAN MEADOW LAKE ELEMENTARY, NEW HOPE„ MINNESOTA 10 H P �1,J P The Six Es Safe Routes to Schooi programs use a variety of strategies to make it easy, fun and safe for children to walk and bike to school. These strategies are often called the "Six Es." n Education Programs designed to teach children about traffic safety, bicycle and pedestrian skills, and traffic decision-making. Encouragement Programs that make it fun for kids to walk and bike, including incentive programs, regular events or classroom activities. Engineering Physical projects that are built to improve walking and bicycling conditions. Enforcement r� Law enforcement strategies aimed at improving driver behavior near schools and ensuring safe roads for all users. Evaluation DStrategies to help understand program effectiveness, identify improvements, and ensure program sustainability. Equi#y Is an overarching concept that applies to all of the E's, ensuring that all residents have access to and can take advantage of the resources provided through the program. 6 SAFE ROUTES TO SCHOOL PLAN MEADOW LAKE ELEMENTARY, NEW HOPE„ MINNESOTA H P �1,J P The Six Es Safe Routes to Schooi programs use a variety of strategies to make it easy, fun and safe for children to walk and bike to school. These strategies are often called the "Six Es." n Education Programs designed to teach children about traffic safety, bicycle and pedestrian skills, and traffic decision-making. Encouragement Programs that make it fun for kids to walk and bike, including incentive programs, regular events or classroom activities. Engineering Physical projects that are built to improve walking and bicycling conditions. Enforcement r� Law enforcement strategies aimed at improving driver behavior near schools and ensuring safe roads for all users. Evaluation DStrategies to help understand program effectiveness, identify improvements, and ensure program sustainability. Equi#y Is an overarching concept that applies to all of the E's, ensuring that all residents have access to and can take advantage of the resources provided through the program. 6 SAFE ROUTES TO SCHOOL PLAN MEADOW LAKE ELEMENTARY, NEW HOPE„ MINNESOTA F. �. a Navigating this Plan Below is a roadmap for navigating the way through this plan. Use it to find all the information you need for helping students be safer and more active! Programs Getting k"cls to walk and bike to school requires fun and engaging programs for schools and families. Turn to this section for recommended events, activities, and strategies that will get students moving, Infrastructure Ensuring the safety of students on their trips to and from school means upgrading the streets. See this section for suggestions to Improve the safety, comfort and convenience of walking and biking, including paint, signage, and signals. How to get involved The more people who are involved with a local Safe Routes to School process, the more successful it will be! Use this section to find out how you can be a part of this important initiative. Appendices There is more information available than could fit in this plan. For additional resources, turn to this section. INTRODUCTION + CONTEXT 7 a Navigating this Plan Below is a roadmap for navigating the way through this plan. Use it to find all the information you need for helping students be safer and more active! Programs Getting k"cls to walk and bike to school requires fun and engaging programs for schools and families. Turn to this section for recommended events, activities, and strategies that will get students moving, Infrastructure Ensuring the safety of students on their trips to and from school means upgrading the streets. See this section for suggestions to Improve the safety, comfort and convenience of walking and biking, including paint, signage, and signals. How to get involved The more people who are involved with a local Safe Routes to School process, the more successful it will be! Use this section to find out how you can be a part of this important initiative. Appendices There is more information available than could fit in this plan. For additional resources, turn to this section. INTRODUCTION + CONTEXT 7 +io l' In the spring of 2016, the City of New Hope was award- ed a Minnesota Department of Transportation (MnD- OT) Safe Routes to School (SRTS) planning assistance grant to develop an SRTS Plan- In addition to Meadow Lake Elementary, Sonnesyn Elementary and Robbins - dale Spanish Immersion were selected to receive this planning assistance, This plan was made possible by support from MnD- OT and developed in coordination with the city and Robbinsdale Area Schools (ISD 281). It is the product of several meetings and visits to New Hope, plus discussions with city employees, teachers, school staff, students, and community members. The plan offers recommendations on how to make it easy, fun and safe for children to walk and bike to school. The following pages offer both program and infra- structure suggestions - ail of which fall under the 6 E's model described on page 6. AA recommendations are Intended to be on an approximate five-year timeline. While not all of these recommendations can be imple- mented immediately, it is important to achieve short- er -term successes while Iay!ng the groundwork for progress toward some of the larger and more complex projects. Yriz�'�PiG�l3i FURTHER READING ';ti h.r,s'r?`fz;' .�C•a": ..:(3itt , I �, �:"i:�i�JCi�;f(z roies jnr i,!Fn er^fnc SRTS,V :'FIT'� ?11r niw_1 a r4xistinu cGr�c;t!aTi_ , arid talking points rr-i'vely :Off a SAFE ROUTES TO SCHOOL PLAN MEADOW LAKE ELEMENTARY, NEW HOPE, MINNESOTA Meadow Lake Elementary in Context Meadow Lake Elementary is located on the north side of the City of New Hope along the east side of Boone Avenue N. Highway 169 Is located to the west, 63rd Avenue N. is located further to north, Bass Lake Rd, is located further to the south, and Winnetka Avenue N. is located further to the east. During the 2016-2017 school year, there were 605 students enrolled. The school draws students from Robbinsdale Area Schools, which is comprised of seven communities in the northwest suburbs of the Twin Cities and include Brooklyn Center, Brooklyn Park, Crystal, Golden Valley, New Hope, Plym- outh, and Robbinsdale. The majority of parents report their children traveling to and from school by school bus (62.5%) or family vehicle (28.6%), while few walk (6.8%), bike (1%) or carpool (1%). These percentages vary by distance from school. More than twenty-five percent of students living within a half mile of school report walking, 31.9% take the school bus to school, 38.3% report receiving a ride in a family vehicle, and 4.3% bike. As the distance from school increases to one mile or greater, less than one -percent of students walk, none bike, less than 2% carpool, fam- ily vehicle trips decrease (27.4%), and school bus trips increase (72.6%)• 63rd Avenue N and Boone Avenue N are significant barriers to walking and biking to Meadow Lake Elemen- tary. Between 2006 and 2015, four crashes involving vehicles and a bicyclist or pedestrian within a one-half mile radius of school, mostly along Boone Avenue N near 63rd Avenue N. Sixty-four percent of parents reported safety of intersections and crossings and amount of traffic and 61% reported distance affected their decision to allow their children to walk or bike to school. FURTHER READING r � C, fit_. "Irk'"tir•.. ;k. �I'i°� :Jc� ti3 ir`. Ei �:i"'<.ii Tr_�i'e Vou'il (Ir;t.i s ho;v s«•r�r;:.:ri:. ;rlri ...,.,,.0 r , t'` _ �r ?.If: SSv si'r p?n g•r,fi i?ti. _nCi :'i�•y? J� tf-�._:•a t:nS'�'; :1f t,i;. _ .. '�t`: 1�'i r; , a'i •"., r'ii ` 'y'!;r ,'SS ,r i.:: k!C° I'- v'�k'.i7t"; �,.4. C(;!?lrf!!,rll;.r r;-�i,;_ `r'f?ii:',L. :�'1; .1kr, r•'. �'r`ai! E�'. i'c,:rJ!'ji!i �, .r.': ?nf.r{. �i;r�;•,� r'7i -•t'J : C ,f INTRODUCTION + CONTEXT 9 _F ._> W. _ E7 - fig - 74.OF t 71t- - t+ a i,' IN PROGRAM'S ' Introduction to Programs The Safe Routes to School movement acknowledges that infrastructure changes are a necessary but insufficient condition for shifting school travel behavior. Programs are a necessary component of any successful SRTS plan. White engineering improvements such as sidewalks, crosswalks, and bikeways are important, equally important are education programs to give children and families basic safety skills, encouragement programs to highlight walking and bicycling to school as fun and normal, enforcement against unsafe and illegal motorist behavior, and evaluation of the impact of Investments and non -infrastructure efforts. Often, programs that help to get more kids walking and bik- ing lead to increased public support for infrastructure projects - they can be an important first step towards building out the physical elements that make walking and biking safer and more comfortable. And relative to certain infrastructure projects, most programs are very low cost. PROGRAMs 11 aqr�.• Existing Programs Meadow Lake Elementary and the City of New Hope have actively been working towards providing safe and inviting spaces around the school campus for stu- dents. This foundation of encouraging student travel safety is valuable for expanding programs to encour- age more students to walk and bike. Here are a few programs that already exist in New Hope: Bike rodeo held at different New Hope school each year New Hope Safe kids Coalition: local law enforcement and health practitioners meet quarterly to discuss safety and health for children New Hope Safety Camp: three day summer camp to teach safe habits to children Walk and Bike to School Day Student crossing guards Informal Park and Walk at Sonn.esyn Elementary Transportation safety communication sent home to parents from schools Program R'lleco The following programs were Identified as priority programs by the local SRTS team for Meadow Lake Elementary during the SRTS planning process. These programs were selected to meet the interest and needs of the school community in the'nearterm (one to five years). Each recommended program shows the `E" it falls under, plus suggested lead, support, and priority. FURTHER READING f�11� ��r ,i'_ ..,'r ;c�t:�;,r�r,�i, , we•? httpaimnd- otsrts.altaoroiects. neti 12 SAFE ROUTES TO SCHOOL PLAN MEADOW LAKE ELEMENTARY. NEW HOPE, MINNESOTA Recommended Programs List PROGRAM WHICH "E"? PROGRAM LEADER PROGRAM SUPPORT Bus Drop and Walk/ Park and Walk' Encouragement School Staff New Hope Police, Rab - binsdale Area Schools Walk/Bike to School Day' Encouragement Robbinsda)e Area Parents, School Staff Schools Law Enforcement2 Enforcement New Hope Police City of New Hope Student -Led Campaign' - Video Production Education New Hope Police Robbinsdale Area - Pop -ups Schools Walking Route Maps° Education / City of New Hope Robbinsdale Area Encouragement Schools Walking School Bus Encouragement School Staff with Parents, Neighbors, New Robbinsdale Area Hope Police Schools Walk! Bike! Fun! Curriculums Education School Staff Robbinsdale Area Schools REFERENCES AND ADDITIONAL NOTES 1 Build off previous participation with Walk/Bike to School events- Coordinate with Sonnesyn and RSI as part of a "Wa)k and Bike to School Week" Partner with staff Wellness Campaign. 2 Build on coordination being done by Officer Nich- ole Korth to do observations and enforcement, and provide a consistent, visible presence over several weeks; recommended to do observations before and after potential Infrastructure improvements to evaluate any improvements in driver behavior - coordinate with the City of New Hope 3 Coordinate with New Hope Police to work with high school video production class to make student -led safety patrol instructional videos for the school. Additional student -led activities may include "tactical urbanism" (pop -ups, or demon- stration projects) to support infrastructure improve- ments at the crossings. 4 Walking route maps can be included in existing transportation communications sent to parents. 5 Look for upcoming reglona# trainings and coor- dinate with school staff and Robbinsdale Area Schools PRIORITY Short term (1-2 years) Medium term (2-4 years) PARENT SURVEYS AND STUDENT TRAVEL TALLIES here al 10 �l aiut3;e 1f! the !^di'Enl FLU: h ':: ,,.I: ix":i ±ii b, � V7 V'l.;i41i!f;i r41'E_. �?lkin(i til 5^!�ICIO! :uvommendedto be done Dril;g of : veyr�r }ear. asl: studs nov: hEy t"::ve; 10 salol'Pom.sc:hool. hour. ,rJo.rnatl0,n ori Jc)ii, i;J" I::arer�i Si.'riff}dd�' :,'id the stub __'(I. i ,•,:-•I �:'i'.� r,iBfi t�F• evaklaLon PROGRAMS 13 Program Descriptions The following descriptions provide more information about the recommended programs found in the table on the previous page. Bus Drop and Walk/Park and Walk This program is designed to give those who ride the bus or commute with a parent a chance to get physical exercise before school. School administration should choose a location a quarter to half mile away from schoo! where drop off from buses and parent vehicles can occur on a single day. Not all students are able to walk or bike the whole distarce to school; they may live too far away or their route may include hazardous traffic situations. This program allows students who are unable to walk or bike to school a chance to partici- pate in Safe Routes to School programs. Additional Resources National Safe Routes to School Guide: ittpa/ouide.saf- _ and walk cfm Walk/Bike to School Day Walk and Bike to School Day is an international event that attracts millions of participants in over 30 coun- tries in the fall. The event encourages students and their families to try walking or bicycling to school. Parents and other adults accompany students, and staging areas can be designated along the route to school where groups can gather and walk or bike together. These events are often promoted through press releases, backpack/folder/electronic mail, newsletter articles, and posters. Students can earn incentives for participating or there is a celebration at school following the morning event. These events can be held for more than a day, Additional Resources MnDOT Walk and Bike to School Day: htlg://www.dot. state,rnn.us/mn safe routeslprograms/walk to school day.html Student -Led Campaign Involving students In campaigns directed towards neighbors and parents can have a large Impact on communicating the benefits of SRTS outside the school community. Elementary school students can partner with district high schools to produce videos, make posters, yard signs, and t -shirts that provide pos- itive messaging about walking and biking to school, and educate parents about harmful vehicle idling during pick up and drop off. Art classes can even be involved in pop-up or demonstration infrastructure projects. Additional Resources Effective Messaging from SRTS National Partnership: ii���•..:,w J�r�,,��.��¢;artnerslrir�orolsites/default} files/resource files/effective messaoi ig for promoting_bikinu and walkino pdf 14 SAFE ROUTES TO SCHOOL PLAN MEADOW LAKE ELEMENTARY, NEW HOPE, MINNESOTA '".'ice Al ': s Yh%lti's 3 You `E 3 _b VVr:fking Route rAeps Route maps show signs, signals, crosswalks, side- walks, paths, crossing guard locations, and hazardous locations around a school. They identify the best way to walk or bike to school. Liability concerns are some- times cited as reasons not to publish maps; while no route will be completely free of safety concerns, a well-defined route should provide the greatest phys- ical separation between students and traffic, expose students to the lowest traffic speeds, and use the fewest and safest crossings. Additional Resources National Safe Routes to School Guide: C Walking School Bus A Walking Schoo! Bus is a group of children walking to school with one or more adults. Parents can take turns leading the bus, which follows the same route every time and picks up children from their homes or designated bus stops at designated times. Ideally, bus- es run every day or on a regular schedule so families can count on it, but they often begin as a one-time pilot event. A Walking School Bus can be as informal as a few parents alternating to walk their children to school, but often it !s a well -organized, PTA -led effort to encourage walking to school. Additional Resources htt :Nwww-suferoutespartnersi'ii .orgrsitesrdefaultl files/resource_fifes/step-by-sten-walking school -bus Walk! Bike! Fun! Curriculum Pedestrian safety education aims to ensure that every child understands basic traffic laws and safety rules. It teaches students basic traffic safety, sign identification, and decision-making tools. Training is typically rec- ommonded for first- and second -graders and teaches lessons such as "look left, right, and left again". Curric- ulum often includes three parts: in -class lessons, mock street scenarios, and on -street practice. Walk! Bike! Fun! includes lessons for both safe walking and biking, although the !atter is recommended for students in fifth grade and older. This curriculum was developed by The Bicycle Alliance of Minnesota with support from the Minnesota Department of Transportation and Blue Cross Blue Shield of Minnesota. It teaches safe traffic behavior through classroom activities and on - the -streets ski!Is practice, Additional Resources Minnesota Walk! Bike? Fun!: 'O rww�w MINNESOTA r{ Y PROGRAM IN Introduction to Infrastructure In addition to program recommendations, changes to the streetscape are essential to making walking and biking to school safer and more comfortable. The initial field review and subsequent meetings yielded specific recommendations to address the key identif ed barriers to walking and bicycling at Meadow Lake Elementary. This plan does not represent a comprehensive list of every project that could improve conditions for walking and bicycling in the neighborhood, but rather the key conflict points and highest priority infrastruc- ture improvements to improve walking and bicycling access to the school. The recommendations range from simple striping changes and school signing to more significant changes to the streets, intersections and school infrastructure. All engineering recommendations are shown on the Recommended Infrastructure Improvements Map on page 19 and described in the table on page 20, It should be noted that funding is limited and all recom- mendations made are planning -level concepts only. Additional engineering studies will be needed to confirm feasibility and final costs for projects. Blm rEa MAtNTEI4AyGF FURTHER READING . �::;t; .-,, is l,r.porta,nt Ir l.P?Yi:i'C 11 h 1.I -t,- l.cl�� aff�,C jl C 'ao 3i ycl1'.. a<r.rn; and oii<uig S"'E ApPe,"uJx i for Informi:ltriiri u6iC1'_' k; ;s 'O $ZZI' activc, End healthy y er rC;l�:�l Rte, FURTHER READING For d COs'Vlete Ir i c)t increase bicyclic.= anti cf+ nor+, tors, tooiklt found here �9M help YOU ?rain- ttorrr improvements for Nf 4 Hop; , INFRASTRUCTURE 17 EXISTING INFRASTRUCTURE • •�.� _ � ^ . pit„ � �- View of the intersection of Boone Ave N and 62nd Ave N, x � View of parking lot exit an to 62nd Ave N.. View of bicycle parking along south side of parking lot. 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'P W,� 7MN "O j Q > 0 m {`d dWj 'O Z c N U �, c '0 MW WNcN N m cNv 3za O O E dc) mto a m v a W LL cD RECOMMENDED IMPROVEMENTS Concept illustrations of selected improvement areas AMr+zf !� r Recommendation A. Ba one Ave N and 62nd Ave N. Current (left) and recommended (right). Advanced stop bars, curb'exten- sions and wider crosswalks will help to make this primary walking route safer and more comfortoble for pedestrians. 71 Sj L 12 ' r=� ,..� �A f". Recommendation S. 62nd Ave N and Zealand Ave N. Current (left) and recommended (right). lnstolling curb extensions brings more visibility to people trying to cross at this location. Along with a median crossing island, a curb extension calms traffic and lowers speeds. INFRASTRUCTURE 21 9 If t Using this Plan At the heart of every successful Safe Routes to School comprehensive program is a coordinated effort by parent volunteers, school staff, local agency staff, law enforcement and community advocates, such as public health. This plan provides an overview of Safe Routes to School with specific recommendations for a 6 E's approach to improve the safety and the health and wellness of students. The specific recommendations in this plan are intended to support improvements and programs over the next 5 years. These recommenda- tions include both long- and short-term infrastructure improvements as well as programmatic recommenda- tions. It should be noted that not all of these projects and programs need to be implemented right away to improve the environment for walking and bicycling to school. The recommended projects and programs listed in this plan should be reviewed as part of the overall and ongoing Safe Routes to School strategy, Some projects will require more time, support, and funding than others. It is important to achieve short- er -term successes while laying the groundwork for progress toward some of the larger and more complex projects. HOW TO GET INVOLVED 23 Who are You? Successful programs are achieved through the co- ordinated efforts of parent volunteers, school staff, local agency staff, law enforcement and community advocates, such as public health, Each partner has a key role to play in contributing to a plan's success. The following paragraphs highlight the unique contribu- tions of key partners in Safe Routes to School. AM A PARENT Parents can use this report to understand the condi- tions at their children's school and to become familiar with the ways an SRTS program can work to make walking and bicycling safer. Concerned parents or city residents have a very important role in the Safe Routes to School process. Parent groups, both formal and informal, have the ability and the responsibility to help implement many of the educational and encourage- ment programs suggested in this plan. Parent groups can also be key to ongoing success by helping to fundraise for smaller projects and programs. AM A CCMMUN1TY MEMBER Community residents, even if they don't currently have children enrolled in school, can play an important role in supporting implementation of the plan. They can use this report to better understand where there may be opportunities to participate in programming ink ` 4 Y"6 •/' SCHOOL RM, 5 I 1 tiatives and infrastructure improvements. Community members, including seniors or retirees who may have more flexible schedules than parents with school - aged children, may volunteer in established programs or work with school staff or community partners to start new programs recommended in this plan. ; WORK FOR THE SCHOOL DISTRICT School district staff can use this report to prioritize Improvements identified on Distrct property and develop programs that educate and encourage stu- dents and parents to seek alternatives to single family commutes to school, District officials are perhaps the most stable of the stakeholders for a Safe Routes to School program and are in the best position to keep the program active over time. District staff can work with multiple schools, sharing information and bringing efficiencies to pro- grams at each school working on Safe Routes. I AM A SCHOOL ADMINISTRATOR School administrators have an important role in implementing the recommendations contained within this SRTS plan. For a plan to succeed, the impetus for change and improvement must be supported by the leadership of the school. 24 SAFE ROUTES TO SCHOOL PLAN MEADOW LAKE ELEMENTARY, NEW HOPE, MINNESOTA H CC Hc �I 3!" SPEED �f } LIMIT p x ►r; r> J : i iii'1C FfM � 6 6 •: s VJS'ta51 iWelcome rills - Yf. - School administrators can help with making policy and procedural changes to projects that are within school grounds and by distributing informational materials to parents within school publications. Please read the SRTS Facts for School Communication in Appendix B. I WORK FOR THE CITY OR COUNTY City and County staff can use this report to identify citywide issues and opportunities related to walking and bicycling and to prioritize infrastructure improve- ments. City staff can also use this report to support Safe Routes to School funding and support opportuni- ties such as: MnDOT Safe Routes to School (SRTS) grants Federal Safe Routes to School (SRTS) grants Statewide Health improvement Program (SHIP) For all infrastructure recommendations, a traffic study and more detailed engineering may be necessary to evaluate project feasibility, and additional public outreach should be conducted before final design and construction. For recommendations within the public right-of-way, the responsible agency will determine how (and if) to incorporate suggestions into local improvement plans and prioritize funding to best meet the needs of each school community. WORK FOR THE POLICE DEPART- MENT EPARTMENT Police department staff can use this report to under stand issues related to walking and bicycling to school and to plan for and prioritize enforcement activities that may make it easier and safer for students to walk and bike to school. The Police Department will be instrumental to the success of the enforcement programs and policies recommended in this plan, The Police Department will also have a key role in working with school administrations in providing officers and assistance to some of the proposed education and encouragement programs. I WORK IN PUBLIC HEALTH Public health staff can use this report to identify specif- ic opportunities to collaborate with schools and local governments to support safety improvements and encourage healthy behaviors in school children and their families. L '1 HOW TO GET INVOLVED 25 CITY OF NEW HOPE 4401 XYLON AVENUE NORTH NEW HOPE, MINNESOTA 55428 PLANNING COMMISSION MINUTES August 2, 2017 City Hall, 7:00 p.m. CALL TO ORDER The New Hope Planning Commission met in regular session pursuant to due call and notice thereof; Chair Schmidt called the meeting to order at 7:00 p.m. ROLL CALL Present: Tom Schmidt, Scott Clark, Roger Landy, Bill Smith, Chris Hanson, Matt Mannix, Michael Redden Absent: Jim Brinkman, Cedrick Frazier Also Present: Jeff Sargent, Director of Community Development; Aaron Chirpich, Community Development Specialist; Stacy Woods, Assistant City Attorney; Alan Brixius, Planning Consultant; Brandon Bell, Recording Secretary PUBLIC HEARING Chair Schmidt introduced Item 4.1, request for a preliminary Planned Planning Case 17-12 Unit Development, preliminary plat approval, rezoning, and vacation of Item 4.1 easements to allow expansion at 2765 and 2773 Virginia Avenue North, Community Asset Development Group, petitioner. Mr. Aaron Chirpich, Community Development Specialist, provided background on the planning case. The Community Asset Group in conjunction with the Good Samaritan Society are planning to develop a three-story, 3 -unit assisted living facility. The new facility would connect to the current Good Samaritan facility located at 8100 Medicine Lake Road by an enclosed walkway. The new building facility will be owned by the Community Asset Group, but will be operated by Good Samaritan under a long term operating agreement. Next, Chirpich reviewed the zoning analysis. He explained that the site for the new facility is currently planned on two vacant parcels, 2765 and 2773 Virginia Ave N, that would need to be combined into one final plat and adjust the adjoining property line to the south. Hennepin County must review the plat and approve the new layout. A cross access easement or other form of recordable agreement must be recorded separate from the plat that details the maintenance and ownership responsibilities for the shared building connection. A description of all easements to be vacated must be provided, and the plat must show and describe all new easements to be dedicated. These easements will be reviewed and subject to the approval of the City Engineer and Public Works. The new property will need to be rezoned from R-3 Medium Density Residential to a PUD. Chirpich noted that the Senior/Disabled Residential zone would be used as the base zoning classification for the PUD zoning district. The proposed project and land use is consistent with the Goals, Policies, and Planning District recommendations of the New Hope Comprehensive Plan. Park dedication fees in the amount of $4,150 will be collected prior to recording of the plat. It was also discussed that rezoning to a PUD would allow for shared parking between the old and new facilities, which would allow the proposed facility to meet parking requirements from the City. Next, Chirpich discussed the issue with the adjoining driveway that the new plat will have with 2757 Virginia. An agreement will need to be in place between both owners for the removal and relocation of the driveway. The driveway setback and curb cut will both need to meet City requirements and the parking area at the end of the driveway may need to be reconfigured. There was some concern regarding the landscaping on the north side of the property. The plantings are Buckthorn and are not on the proposed project's property. These plantings are being relied on as a form of screening. As a condition of approval, if the current plantings are removed they will have to be replaced with another form of adequate screening on the project site. Chirpich concluded that staff recommended approval of the PUD, preliminary plat approval, rezoning, and vacation of easements with the conditions outlined in the staff report. Chair Schmidt inquired as to whether or not Good Samaritan had responsibility to maintain the Buckthorn plantings that were acting as screening. Chirpich explained that because the plantings occur on both properties it wouldn't be fair to place the burden of maintaining the plantings solely on Good Samaritan; especially because they would have to cross into three other private properties in order to conduct maintenance. Commissioner Redden questioned whether the lengthening of the parking stalls from 18 to 19 feet would create a loss of stalls. Both Chirpich and Al Brixius, Planning Consultant, stated that the number of parking stalls would remain the same. Commissioner Hanson asked whether the neighbor with the shared driveway had been consulted. Chirpich stated that the applicant is in discussions with the owner. Commissioner Smith inquired of the amount of noise that would be created by the different trucks coming in and out of the site's parking lot. Mark Wentzell, an architect at 292 Design Group, addressed the question. He stated that all services to the new facility would be run through the current Good Samaritan facility. The only trucks that would be utilizing the new parking lot would be weekly trash collection. Chair Schmidt opened the floor for comments from the audience. Mary Zak of 8100 28th Ave N approached the podium. She questioned how the rear setbacks worked and wondered about the specifics for replacing 2 Planning Commission Meeting August 4, 2017 the Buckthorn in case that ever happened. Al Brixius explained that Landscape Plans require specifics if such a situation occurred, and those would have to be approved. Ms. Zak inquired whether such a tall building would seem to be looming over the northern properties. Both Al Brixius and Mark Wentzell explained that because of the grading of the property, the building would only look like a two-story building from the neighboring north properties. No other members of the audience addressed the Planning Commission for the public hearing. Motion by Commissioner Landy, seconded by Commissioner Redden, to close the public hearing. All present voted in favor. Motion carried. Chair Schmidt opened Item 4.1 for discussion. Commissioner Clark explained that he had concerns about the building design. He stated that he felt that as a freestanding building, the proposed building would not meet design guidelines for the City. He indicated that he would like to see a statement memorialized in the PUD that designs for this property are acceptable predicated on the proposed site being connected to the existing building. Motion Motion by Commissioner Landy, seconded by Commissioner Hansen, to Item 4.1 approve PIanning Case 17-12, request for a preliminary Planned Unit Development, preliminary plat approval, rezoning, and vacation of easements to allow expansion at 2765 and 2773 Virginia Avenue North, Community Asset Development Group, petitioner, with the following conditions: I. All subdivision and rezoning conditions of approval have been met. 2. The applicant must provide a plan for the relocation of the existing driveway and parking area along the site's west lot line. The relocation must be resolved prior to pursuing any site work or building permits. 3. All parking areas and curb cuts to meet city dimensional standards. 4. The front access drive be shifted north or narrowed to be located outside of the public right -o£ --way. The driveway shall be signed "Fire Lane No Parking." 5. The applicant shall provide a truck -maneuvering template illustrating service vehicle movements for accessing and exiting the site. 6. The applicant shall provide a plan for installation and maintenance for the short grass prairie area through its maturity. A landscaping warranty shall be extended on the ground cover to ensure successful establishment of the short grass prairie. 3 Planning Commission Meeting August 4, 2017 7. The applicant shall provide additional on-site snow storage areas equal to 10 percent of the paved area, and a snow removal plan if snowfall exceeds the snow storage area capacity. 8. The proposed landscaping improvements in the public rights-of- way are approved. 9. The applicant provides information on the installation of an irrigation system. 10. The applicant provides cut sheets for building mounted light fixtures. 11. The applicant shall enter into a site improvement agreement outlining the terms and conditions of the PUD development. This agreement will also ensure the completion of all required improvements (to be prepared by the city attorney). 12. Additional bollard lights be added to ensure compliance with City code for light levels on the south sidewalks. 13. The site utility plan shall be subject to review and final approval by the City Engineer, Fire Marshal, and Public Works. 14. The grading, drainage, and storm water management plans shall be subject to review and final approval by the City Engineer. 15. The applicant shall provide financial guarantee in the form of an irrevocable letter of credit for landscaping and site improvements located in the public rights-of-way (amount to be determined by City Engineer). 16. The applicant will provide record plans or as -built drawings to the City following project completion. 17. The applicant shall enter into a storm water maintenance and management agreement with the City (to be prepared by City Attorney). 18. The owner shall be required to install screening on the north property line if the existing plantings are removed. 19. The design of the proposed building is acceptable only because it will be connected to the existing facility and the effort to maintain architectural compatibility within the complex will be achieved. Voting in Favor: Clark, Mannix, Hanson, Schmidt, Landy, Smith, Redden Voting Against: None Absent: Brinkman, Frazier 4 Planning Commission Meeting August 4, 2017 Motion approved 7-0 NEW BUSINESS Chair Schmidt, introduced Item 5.1, Good Samaritan Assisted Living Planning Case 17-13 Increment Financing District, City of New Hope, petitioner. Item 5.1 Mr. Jeff Sargent, Community Development Director, provided background on the planning case. The developer of the proposed Good Samaritan site asked for the creation of a TIF district to help recuperate costs of the construction of a 3 -story 31 -unit building. The creation of the TIF district will need to be approved by the City Council at a Public Hearing on August 14, 2017. He stated the proposed TIF needs to be reviewed by the Planning Commission per state statutes to ensure that it meets the standards and requirements of the City's Comprehensive PIan. Sargent explained that the proposed project and land use is consistent wit the City's Comprehensive Plan.. Commissioner Tandy asked how the TIF district would work, specifically regarding the timeframe. Sargent stated that it was a fairly standard TIF District that was going to be created, and it would be about 20 years before the City started seeing the benefit of the full tax capacity. Commissioner Smith inquired about the nature of the park dedication fees of $4,125. Sargent explained that anytime a new plat is created in the City, there is a requirement that the owner of the new property is required to pay a fee. Motion Motion by Commissioner Clark, seconded by Commissioner Landy, to Item 5.1 approve Planning Case 17-13, Good Samaritan Assisted Living Increment Financing District, City of New Hope, petitioner. Voting in favor: Clark, Schmidt, Tandy, Smith, Hanson, Mannix, Redden Voting against: None Absent: Brinkman, Frazier Motion approved 7-0 COMMITTEE REPORTS Design and Review Director Sargent stated that staff met with some applicants at a pre - Committee application meeting, however they were not yet ready to make a formal Item 6.1 application. He stated that if a Design and Review Committee meeting is necessary, staff will inform the committee appropriately. Codes and Standards Director Sargent indicated that there were a couple items that staff was Committee working on and would schedule the next Codes and Standards Item 6.2 Committee meeting when they were ready. OLD BUSINESS Motion by Commissioner Landy, seconded by Commissioner Mannix, to Approval of Minutes approve the Planning Commission minutes of July 5, 2017. All present Item 7.1 voted in favor. Motion carried. ANNOUNCEMENTS There were no announcements. 5 Planning Commission Meeting August 4, 2017 ADJOURNMENT The Planning Commission meeting was unanimously adjourned at 8:07 p.m. Respectfully submitted, Brandon Bell, Recording Secretary Planning Commission Meeting August 4, 2017