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100317 Planning PLANNING COMMISSION MEETING City Hall, 4401 Xylon Avenue North Tuesday, October 3, 2017 7:00 p.m. 1. CALL TO ORDER 2. ROLL CALL 3. CONSENT BUSINESS 4. PUBLIC HEARING 4.1 PC 17-14, requesting a site plan approval for the construction of a new Police Department/City Hall facility located at 4401 Xylon Ave N, City of New Hope, petitioner. 5. COMMITTEE REPORTS 5.1 Design and Review Committee – October 19, 2017, 7:30 am 5.2 Codes and Standards Committee – next meeting? 6. NEW BUSINESS 7. OLD BUSINESS 7.1 Approve September 5, 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: October 3, 2017 Report Date: September 15, 2017 Planning Case: 17-14 Petitioner: Wold Architects/City of New Hope Address: 4401 Xylon Avenue North Project Name: New Police Department/City Hall Project Description: Construction of a new Police Department/City Hall facility Planning Request: Site Plan Review I. Type of Planning Request A. Site Plan Review II. Zoning Code References Section 4-35 Administration - Site Plan Review Ill. Property Specifications Zoning: GPO, Governmental, Park and Open Space District Location: Southwest corner of Xylon Avenue and 45th Avenue N. (Current City Hall location) Adjacent Land Uses: PUD and R-5, Senior/Disabled Residential to the east, Limited Business and Residential Business to the south, R-1, Single -Family Residential to the west and north. Site Area: 19.31 acres Building Area: Existing City Hall building: 27,300 s.f. Proposed City Hall building: 66,000 s.f. Planning District: Planning District 11. The Comprehensive Plan states, "The Civic Center Park, outdoor pool, outdoor theater, and governmental buildings are included in District 11. This area serves as an important element to the City Center image and as an attraction to the planning district. The city will continue to monitor and upgrade facilities in Civic Center Park as needs are presented" (page 300). Planning Case Report 17-14 Page 1 10/3/17 IV. Background On March 25, 2013, the city hired Wold Architects to conduct a space needs study for the current City Hall building. The purpose of the study was to ascertain whether the current space and set-up of City Hall met the needs for conducting business in an appropriate manner. The results of the study indicated that City Hall is currently undersized for the level of service that city employees are expected to give, which was especially apparent in the Police Department. A citizen task force was created to make a recommendation to the City Council as the where the most appropriate location for a new building would be. During this process, various locations were taken into consideration, including a joint project with Independent School District #281 for the construction of a new building near the intersection of Winnetka and 42nd avenues, a location on the Kmart Shopping Center site, and various locations within the Civic Park site where City Hall currently resides. It was determined that the best possible location for a new building would be somewhere within the current Civic Park property. On January 11, 2016, Wold Architects was hired to study the various site options for the Police Department/City Hall. After much consideration, the citizen task force made a recommendation to the City Council at the September 19, 2016, City Council meeting to locate the new building on the pool site, given several factors. The major driving force behind the location of the new building on the pool site was the soil conditions of the property. The attached soil boring analysis was conducted by Stantec, who is the contracted City Engineering service provider for the city. The soil borings analysis indicate green, red and blue outlined areas depicting various levels of poor soils in the area. The best soils on the property to construct a new building without the need of helical support piles is on the pool site. Other considerations such as location in proximity to adjacent residential property owners, cost of a new building, and public access to the new building were taken into consideration by the task force when recommending the pool site for the location of a new building. The City Council ultimately agreed that the best location for the new Police Department/City Hall would be on the pool site. One condition for this determination made by the Council was that a new swimming pool would be constructed somewhere within Civic Park in the future. V. Zoning Analysis The GPO district has no minimum requirements for lot width or lot size, and does not regulate building setbacks. With that said, staff still requires a Site Plan approval to ensure that sound planning principles are applied to the location of a new building. A. Plan Description 1. Setbacks(Building Placement The proposed building is located 37.02 feet from the property line along Xylon Avenue. Staff feels that this setback is acceptable, and allows for the required vehicular circulation throughout the property. The setback from Xylon Avenue is also consistent with required front yard setback standards for other buildings throughout the city, so the proposed placement would not be out of place for buildings in New Hope. Planning Case Report 17-14 Page 2 10/3/17 B. Site Plan Requirements 1. Circulation, Access, Traffic & Emergency Vehicle Access The two existing entrances into the City Hall parking lot will remain, and will allow residents to access both the City Hall and other park features more easily. A new access drive will be constructed on the south side of the building, just north of the West Metro Fire and Rescue Department (WMFRD) apparatus bay area. This driveway will access the garbage collection area, the Community Development Department garage, the SWAT vehicle garage, the underground parking garage for police vehicles, and the secured, and above -grade police department parking lot. A bump -out was also designed in front of the building to accommodate a delivery vehicle while still allowing other traffic to access the parking lot unencumbered. Access from Zealand Avenue will also be retained as part of this project. Currently, the WMFRD utilizes Zealand Avenue to access employee parking areas for their building. The proposal will utilize the same driveway to give the Police Department a secondary access point into the secured parking area. When responding to a call, police officers would have the option to utilize either the access onto Xylon Avenue or the access onto Zealand Avenue. The decision on which access point to use would be the officer's discretion, however it would most likely be based on where in the city the officer is responding to. The transport of prisoners from police squad vehicles into the building could be done two ways. One way would be to access the sally port from the driveway off of Zealand Avenue, and the second way would be for police vehicles to drive through the municipal parking lot in front of the building and access the sally port from that direction. 2. Curbing, Sidewalk & Pavement The parking lot will be paved with curbs and striped accordingly. Special consideration was made when designing the layout and location of the building to disrupt as little of the newly installed Xylon Avenue streetscape improvement as possible. With that said, staff would also like to see some of the same streetscape elements replicated throughout the site where appropriate, including the use of colored concrete, crosswalks, etc. 3. Pedestrian Access Pedestrian connections throughout the property are being taken in high consideration. The goal of the site plan is to be as user-friendly as possible with access points that make sense. Crosswalks will be installed from the parking area in front of the building to the main entrances, as well as creating a connection from the sidewalk along Xylon Avenue. 4. Parking- The arking The New Hope Zoning Code does not specifically address the required number of parking spaces needed for a City Hall building. Currently there are three separate parking areas for City Hall. The main parking lot in front of the building has 132 stalls, the Police Department lot has 10 stalls, and the shared back lot has 34 stalls, for a total of 176 parking spaces. The Planning Case Report 17-14 Page 3 1013117 proposed City Hall design includes 173 parking stalls devoted to the City Hall and Police Department, which includes 31 underground parking spaces for police vehicles. 173 parking stalls will more than adequately serve the proposed City Hall building. However, consideration has to be made to ensure that there is adequate parking to serve every use within Civic Park. Stantec will be conducting a more in-depth review of parking needs as more work goes into designing a future swimming pool. 5. Loading & Deliveries It is anticipated that the majority of deliveries will be made through the front door. A bump - out has been designed to accommodate a delivery vehicles idling in front of the building while still allowing other traffic to navigate around it through the parking lot. There will be a delivery access point at the rear of the building to accommodate larger deliveries. Delivery vehicles would access this area from the driveway south of the building. 6. Landscgping Landscaping & Screen?n The key element to the landscaping plan was to bring the streetscape elements along Xylon Avenue onto the City Hall property in order to achieve some continuity. There are a variety of canopy trees, understory trees, evergreen trees, shrubs, and perennials included with the plan that compliments the area nicely. An underground irrigation system will be incorporated within all planted areas on the property as well. Per City Code, the tree removal ordinance will be considered. The plan indicates the removal of 60 caliper inches of trees, which requires the replacement of 30 caliper inches of trees. The landscape plan shows that 84 caliper inches of trees will be replaced, meeting the minimum code requirements. It should be noted that master plan for Civic Park will incorporate the planting of many more trees than required by code. The trash receptacles will be located inside the building, adjacent to SWAT van parking garage, so the trash receptacles will be fully screened from view. On garbage days, the receptacles will be wheeled out for collection access. 7. Lighting Plan The proposed lighting plan shows adequate light emission standards throughout the property and along all adjacent property lines. The design of the parking light poles will be consistent with the design of light poles in the area, in order to maintain consistency with the streetscape along Xylan Avenue. Cut sheets describing the various kinds of outdoor lights throughout the project are attached to the report. 8. Utility Plan The utility plan indicates that storm water will be captured and transferred to the stormwater pipes along Xylon Avenue. This plan is currently being designed, as there will be plans to incorporate some treatment areas with either tree trenches or rain gardens. Stantec is also envisioning a master plan for the entire campus once the pool plans are approved. Being that there will be more impervious surface area with extra parking added to the site, the city will need a larger -scale plan to accommodate all the extra run-off. Stantec is looking into the possibility of incorporating an underground storage tank that would Planning Case Report 17-14 Page 4 10/3117 recycle capture rain water to help irrigate the ballfields in Civic Park, much Like the newly installed system in Northwoods Park is doing. 9. Grading, Drainage & Erosion Control Grading, drainage and erosion control are being address as part of the overall design of the campus. Stantec will review these elements as they relate to the site and storm water management. A report related to this overall plan has been attached. 10. Snow Storage Stantec has submitted the attached snow storage plan that indicates storage capacity of approximately 25.6% of the hard surface area for the project. City Code requires a snow storage capacity of at least 10% of the hard surface areas. Even with meeting this requirement, the snow removal on the property would be determined based on functionality and feasibility. For example, it may prove difficult unfeasible to store snow within the secured Police Department parking area. In this case, Public Works would have to haul the snow off-site. 11. Design Guideline Compliance a. Building materials. The city's Design Guidelines require that each fagade of a building must meet the following requirements: a. Minimum of 60% primary materials a. Brick, natural stone, precast concrete units, architectural concrete panels, glass b. Maximum of 30% may consist of secondary materials a. Decorative block, stucco, EFIS c. Maximum of 10% may consist of accent materials a. Architectural metalwork, glass block, copper flashing, similar materials The vast majority of the exterior facades of the building will consist of brick and glass, with some stone masonry veneers and metal accents, meeting the minimum requirements of the Design Guidelines. The building also meets the requirements in relation to ground level expression, entries and roof designs. The building will utilize a red brick design to compliment the Xylon Avenue streetscape elements as well as surrounding buildings. C. 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. Planning Case Report 17-14 Page 5 10/3/17 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 Comprehensive Plan states that this area serves as an important element to the City Center image and as an attraction to the planning district. The city will continue to monitor and upgrade facilities in Civic Center Park as needs are presented. The proposal will be an upgrade to facilities, which is supported by the Comprehensive Plan. (b) Consistency with the purposes of this Code. Findings. The proposal is consistent with the Zoning Code in relation to all elements related to site planning. The city takes extra care to ensure that residents have an easy and safe way to access city -related facilities. (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. Findings. The site is Civic Park, so it is essential to keep the site preserved and consistent with a park appearance. The proposal will have some tree loss, which will require tree replacement consistent with the Zoning Code. The future plans of the area include the incorporation of a swimming pool and other park amenities that would ensure the enjoyment of New Hope residents. (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. The design of the building is meant to have a "timeless" feel, while not being too institutional looking. Much consideration was taken into its design to incorporate elements from the recently installed Xylon Avenue streetscape improvements, as well as being complimentary to buildings in the surrounding area. (e) Creation of a functional and harmonious design for structures and site features. 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. The new building will be situated in a manner that would make more sense for patrons using the other amenities in the park, as the majority of the other park elements would be in close proximity to each other. 2. Appropriateness of the amount and arrangement of open space and landscaping to the design and function of the development. Planning Case Report 17-14 Page 6 10/3/17 Findings. The landscape plan will incorporate as many of the Xylon Avenue streetscape improvements as possible to try to achieve a harmonious balance. Placing the new City Hall next to the current fire station will also help create an appropriate amount of open space for the remainder of Civic Park. 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. The proposed building is designed to have a "timeless" feel while trying not to be too institutional looking. Again, the proposed building materials and colors were specifically chosen to help blend in with the existing structures and landscaping. 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 practicable, compatible with the design of proposed buildings, structures and neighboring properties. Findings. The parking lot and pedestrian access points and connections into and around the building have all been designed with safety in mind. The goal of the city is to create a campus feel for Civic Park that is enjoyable and safe to all visitors. (f) 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. The proposed building will use modern building materials and technologies to maximize energy conservation. (g) 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 building placement took the protection of neighboring properties in mind, and was one of the key components as to why the Task Force chose the current pool site as the desired location. The most affected properties are the single- family homeowners along Zealand Avenue. Residents along Zealand Avenue had concerns with the new building getting closer to their properties than the current building was. D. Design and Review Committee The Design and Review Committee met on September 14, 2017 to review the proposal. The committee was in favor of the proposed development. Planning Case Report 17-14 Page 7 10/3/17 E. Approval 1. Type of Approval a. Site Plan Review - quasi-judicial 2. Timeline a. Date Application Received: September 8, 2017 b. Date Application Deemed Complete: September 22, 2017 c. End of 60 -Day Decision Period: November 7, 2017 d. End of 120 -Day Decision Period: January 5, 2018 A. Notification Property owners within 500 feet of the parcel were notified by mail and a legal notice was published in the SunPost newspaper on September 21, 2017. Staff has not received any questions regarding the development. VII. Recommendation Staff recommends that the Planning Commission recommend approval of the site plan review for the construction of a new Police Department/City Hall for the city of New Hope. Attachments • Northwest Associated Consultants memorandum from Alan Brixius (September 26, 2017) • Application (September 8, 2017) • Design & Review Committee meeting notes (September 14, 2017) • Site Plan information • Soil Boring Analysis (Stantec) • Parking Needs Analysis (Stantec) • Tree Replacement Analysis (Stantec) Planning Case Report 17-14 Page 8 10/3/17 , �,7 ORrK EST ASSOCIATED CONSULTANTS, INC.. Y M � �$ i �1 4150 Olson Memorial Highway, Ste. 320, Golden Valley, MN 55422 gF Telephone: 763.957.1100 Website: www.n-lcplanning.com MEMORANDUM TO: Jeff Sargent FROM: Alan Brixius DATE: September 26, 2017 RE: New Hope — 4401 Xylon Avenue North New Hope City Hall and Police Department FILE NO: 131.00 —17.06 BACKGROUND Wold Architects and Engineers, on behalf of the City of New Hope, has filed building plans for a new City Hall and Police Department facility on property located at 4401 Xylon Avenue North. The site is zoned GPO, Governmental, Park and Open Space and by City ordinance, the erection of a building requires a building plan review to insure Zoning Code is adhered to. The site currently contains a swimming pool and two buildings that will be removed in favor of the new 64,000 square foot City Hall and Police Department facility. ISSUES AND ANALYSIS Comprehensive Plan. The site is in Planning District 11 of the New Hope 2030 Comprehensive Plan. This district's recommendations promote upgrading facilities in Civic Center park as they are an important element to the City Center image and as an attraction to the planning district. This project provides the opportunity for the enhancement and defining of the City Center's identity as recommended by a citizen task force group. Zoning. The site is zoned GPO, Government, Parks and Open Space. The proposed uses are listed within the district as follows: Municipal Government and Utility Buildings: Permitted GPO District Lot Requirements and Setbacks. The following are minimum requirements in the GPO District and are subject to additional requirements, exceptions, and modifications set forth in the Zoning Code. 2. The lot standards are as follows: Minimum lot area All uses No minimum Minimum lot width All uses No minimum The setbacks are as follows: Front: Arterial or Side: Corner: Local Community Rear Interior Local Street Collector Side Yard Street ` Street 0 feet 0 feet 0 feet 0 feet 0 feet The proposed building provides the following setbacks: East — Xylon Avenue 25 feet West — Zealand Avenue 250+ feet South — Fire Hall 55 feet North — Existing City Hail 260± feet The placement of the proposed City Hall provides separation from the Zealand Avenue homes and fits with the streetscape character of the larger City Center area. Section 4-3 (c)(3)d of the New Hope Zoning Code states that except in the case of planned unit development, not more than one principal building shall be located on a lot. The construction of this building would create two principal buildings on the lot. Since the site is already a multiple use campus, this is a grandfathered condition and will be processed only as a site and building plan review. Parking. The proposed new City Hall will rely on the existing parking lot to the north and new parking areas for the Police Department in a secured fence area on the west and south sides of the building. While the Zoning Code does not have a specific parking standard for a City Hall/Police Department, the Code has standards for office space, auditoriums, and other assembly uses. The proposed City Hall/Police Department is larger than the current facility. The applicant has demonstrated an existing parking lot count of 228 stalls serving the existing Civic Center Park Campus including the Fire Hall, City Hall, Police, and park area. The Civic Center Park Master Plan provides 293 parking stalls for the new campus. The Fire Hall parking and the Police parking (secured parking/underground parking) are reserved for the exclusive area of fire and police. Daily City Hall activities will rely primarily on the parking north of the new City Hall. The applicant shall provide the following information: F, I . Estimate demand of City Hall parking. 2. Schedule for the parking lot improvement for parking areas north of the existing public parking lot. The total Civic Center Park buildout may address overall parking needs of the site, however, the applicant must demonstrate adequate parking for each development stage. Parking stall (8.75 feet by 19 feet) and driveway areas (24 feet) are properly dimensioned to meet City standards. The parking area and driveway will be constructed with continuous concrete curb and bituminous paving. Disability Parking. The Civic Center Park Master Plan proposed 10 disability parking stalls, which meets ADA numerical standards. Neither the master plan north the paving and geometric plan shows the location or dimensions of the required disability parking stalls for the new City Hall. These must be identified and properly dimensioned. Access. The general public will access the building at the north side of the building. The south side of the building will address Police Department access and garbage haulers. The access movements are shown on Plan C6.02. The Police Department parking area will be surrounded by a security fence. Pian C6.02 shows squad cars, SWAT vehicle, and flatbed tow trucks entering and exiting, moving through a fence gate. This shows a smooth traffic flow. Trash collector access is south of the building. As illustrated on Plan C6.02, the maneuvering area for this vehicle is approximately 55 feet by 55 feet, requiring the trash collector to perform a three point maneuver to exit the property. The illustrated turn movements require the trucks to move in very close proximity to the building. While Plan C6.02 illustrates a turning movement that works, there is little room for a maneuvering error that may result in damage to the building wall or doors. Pedestrian Traffic. The site plan shows two sidewalk connections into the site off Xylon Avenue North. The site plan shows a five foot wide bituminous trail along the east side of the tennis courts. The site plan has provided a crosswalk between this trail and the sidewalk on the north side of the building, linking City Hall with other park activities. Bicycle Parking. The New Hope Zoning Code requires bicycle parking for all commercial properties in the R -O, LB, and CB Zoning Districts. While this site is zoned GPO which does not mandate bicycle parking, we would recommend providing bicycle parking as part of the site design. Location and design of the bicycle parking shall be included in the plan review. Fencing. The Police Department parking area is intended to be enclosed with a security fence. The applicant has provided a detail of the Impasse high security fence. This fence option will provide effective security and an attractive appearance. A vertical pivot gate is also proposed as the access control for the Police Department secure area. Details of the proposed gate have been provided. 3 Ornamental fencing is proposed between the new City Hall and Xylon Avenue. The fence detail has been provided. The proposed fence will match existing fence elements in the Xylon Avenue/42nd Avenue streetscape. Landscaping. In review of the landscape plan, we offer the following comments: 1. The applicant shall provide a caliper estimation of the trees to be removed to demonstrate that tree replacement is being met. The applicant has provided a tree inventory for the development site that reveals that approximately 360 inches of significant trees are being removed and must be replaced at a ratio of 1.0 inches to 0.5 inch replacement tree. By ordinance, the tree replacement will require a total of 180 caliper inches of replacement trees. The landscape plan shows 20 shade trees and 14 ornamental trees that have an estimated total caliper inches of 70 inches. The site cannot support additional plantings. Other tree replacement locations will need to be identified in the larger Civic Center Park design in subsequent development stages. 2. The plan provides an attractive landscape yard that blends with the Xylon Avenue streetscape. 3. All plantings meet the minimum size standards established by the New Hope Zoning Code. 4. All landscaped areas will be irrigated. The lawn area on the north side of the building shall be irrigated with mist sprinklers rather than rotor spray sprinklers to prevent discoloration of sidewalks or splashing the building. Snow Storage. The site plan illustrates snow storage areas. The applicant has divided the snow removal into two different areas and within each area, providing snow storage in excess of 24% of the hard cover being plowed. Lighting. In review of the photometric plan, we offer the following comments: The light levels across the parking area, sidewalks, and entrances meet City standards. 2. The freestanding light poles meet Code with a maximum 25 foot height. 3. All exterior light fixtures are a 90 degree cutoff fixture with a shielded light source that meet City standards. Building Design. In review of building design, we offer the following comments: 1. The building meets the New Hope Design Guidelines related to facade treatments, ground level expression, windows, entries, and roof design. 4 2. The exterior materials meet the New Hope Design Guidelines in type and percentage of application. CONCLUSION Based on the plan sets received on September 22, 2017, we find that the proposed City Hall/Police Station is consistent with the New Hope Comprehensive Plan and underlying GPO Zoning District, and recommend approval of the site and building plans subject to the following conditions: 1. The applicant demonstrate adequate off-street parking numbers for public paring for the City Hall/Police Department and/or the schedule for expanded parking north of the current public parking lot. 2. The site plan illustrate location and dimensions of disability parking stalls in the City Hall/Police Department site plan. 3. The applicant investigate modification to the trash collection area to improve truck maneuvering. 4. The applicant show the location and design of bicycle parking at the City Hall site. 5. Required tree replacement for the City Hall/Police Department be integrated into the future stages of the Civic Center Park Master Plan. 5 APPLICATION TO PLANNING COMMISSION AND CITY COUNCIL City of New Hope, 4401 Xylon Avenue North, New Hope, MN 55428 Case No. Planning Deadline Receipt No. Received by Name of Applicant: WOLD ARCHITECTS AND ENGINEERS Basic Fee Phone: 651-227-7773 Applicant Address 332 MINNESOTA STREET, SUITE W2000, SAINT PAUL, MN 55101 Street Location of Property: 4401 XYLON AVE N Legal Description of Property: REG. LAND SURVEY NO. 0324 OWNER OF RECORD: Name: CITY OF NEW HOPE Address: 4401 XYLON AVE N, NEW HOPE, MN 55428 Home Phone: NIA PID: 1811821120005 Deposit Work Phone: 763-531-5100 Fax: 763-531-5136 Applicant's nature of Legal or Equitable Interest: ARCHITECT AS HIRED BY OWNER Type of Request: (pertaining to what section of City Code) BUILDING PLAN REVIEW Please outline Description of Request: (use additional pages if necessary) NEW POLICE DEPARTMENT AND CITY HALL FACILITY OF 64,000 SF. Whv Should Request be Granted: THIS PROJECT REPRESENTS THE BUILDING AS RECOMMENDED BY A CITIZEN TASK FORCE GROUP TO THE NEW HOPE CITY COUNCIL ON 119117. SITE LOCATION WAS STUDIED BY THIS GROUP FOR YEARS THEN RECOMMENDED THIS SITE DUE TO SOIL CONDITIONS, CO -LOCATION OF CITY BUILDINGS, AND A BETTER LONG TERM SOLUTION FOR CIVIL CENTER PARK. (attach narrative to application form if necessary) G:1CcmmDev%PLANNINGIMISC ITEMSTIanning applicalion.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: 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 ONLY Yes No Required Yes No Required Yes No Required Yes No Required Approved: Denied: Approved: Denied: J DESIGN & REVIEW COMMITTEE September 14, 2017 Committee: Clark, Hanson, Redden, Smith The Development Review Team met on September 13, 2017, to consider a site plan review for the new City Hall and Police Department located at 4401 Xylon Avenue North. Staff: Alger, Chirpich, Radar, Sargent, Weber, Wolf Consultants: Brixius, Long, Schlegel PLANNING CASE: PROJECT: ADDRESS: ZONING: PROPERTY OWNER: APPLICANT: 17-14 City Hall and Police Department 4401 Xylon Avenue North GPO City of New Hope City of New Hope DESCRIPTION: Wold Architects and Engineers has filed building plans for a new City Hall and Police Department that would require the removal of the current pool and buildings. The following represents staff's preliminary review comments: COMMENTS Comprehensive Plan The site is in Planning District 11 of the New Hope 2030 Comprehensive Plan. This district's recommendations promote upgrading facilities in Civic Center park as they are an important element to the City Center image and as an attraction to the planning district. This project provides the opportunity for the enhancement and defining of the City Center's identity as recommended by a citizen task force group. Zoning The site is zoned GPO, Government, Parks and Open Space. The proposed uses are listed within the district as follows: Municipal Government and Utility Buildings: Permitted GPO District Lot Requirements and Setbacks The following are minimum requirements in the GPO District and are subject to additional requirements, exceptions, and modifications set forth in the Zoning Code. o The lot standards are as follows: Minimum lot area All uses No minimum Minimum lot width All uses I No minimum o The setbacks are as follows: Front: Arterial or Side: Corner. Local Street Community Rear Interior Local Street Collector Side Yard Street 0 feet 0 feet 0 feet 0 feet 0 feet Section 4-3 (c)(3)d of the New Hope Zoning Code states that except in the case of planned unit development, not more than one principal building shall be located on a lot. The construction of this building would create two principal buildings on the lot. Since the site is already a multiple use campus, this is a grandfathered condition and will be processed only as a site and building plan review. Parking The proposed new City Hall will rely on the existing parking lot to the north and new parking areas for the Police Department in a secured fence area on the west and south sides of the building. While the Zoning Code does not have a specific parking standard for a City Hall/Police Department, the Code has standards for office space, auditoriums, and other assembly uses. The proposed City Hall/Police Department is larger than the current facility. The applicant must provide an estimated parking demand for the new City Hall and a count of the parking supply. Parking stall (8.75 feet by 19 feet) and driveway areas (24 feet) are properly dimensioned to meet City standards. The parking area and driveway will be constructed with continuous concrete curb and bituminous paving. Access The general public will access the building at the north side of the building. The south side of the building will address Police Department access and garbage haulers. The access movements are shown on Plan C6.02. The Police Department parking area will be surrounded by a security fence. Plan C6.02 shows squad cars entering and exiting, moving east through a fence gate. This shows a smooth traffic flow. The SWAT vehicle and flatbed tow truck, however, show circuitous movements within the fenced area to access their garage space. Why wouldn't these vehicles just open the gate to allow for an unencumbered access to garages? Opening the gate would provide for more convenient garage access and reduce potential for damaging the vehicles, fence, or building. Trash collector access is south of the building. As illustrated on Plan C6.02, the maneuvering area for this vehicle is approximately 55 feet by 50 feet, requiring the trash collector to perform a three point maneuver to exit the property. The illustrated turn movements appear to move over the sidewalk. The sidewalk should be shifted east to allow greater space for truck movements. • Pedestrian Traffic The site plan shows two sidewalk connections into the site off Xylon Avenue North. The site plan shows a five foot wide bituminous trail along the east side of the tennis courts. The site plan must provide a crosswalk between this trail and the sidewalk on the north side of the building. Bicycle Parking The New Hope Zoning Code requires bicycle parking for all commercial properties in the R -O, LB, and CB Zoning Districts. While this site is zoned GPO which does not mandate bicycle parking, we would recommend providing bicycle parking as part of the site design. Location and design of the bicycle parking shall be included in the plan review. • Fencing The Police Department parking area is intended to be enclosed with a security fence. The site plan references architecture sheets for the fence details, however, they were not provided with this plan set. Fence details illustrating fence height, design materials, and gate design must be provided. # Landscaping In review of the landscape plan, we offer the following comments: o The applicant shall provide a caliper estimation of the trees to be removed to demonstrate that tree replacement is being met. o The plan provides an attractive landscape yard that blends with the Xylon Avenue streetscape. o All plantings meet the minimum size standards established by the New Hope Zoning Code. o All landscaped areas will be irrigated. The lawn area on the north side of the building shall be irrigated with mist sprinklers rather than rotor spray sprinklers to prevent discoloration of sidewalks or splashing the building. o The applicant must provide a detail for a six foot tall ornamental fence. Snow Storage The site plan illustrates snow storage areas along the south access drive from Xylon Avenue and in the southwest corner of the site. The applicant must provide a snow storage area calculation to determine if it is of adequate size for the site. The snow storage area includes three parking stalls. The applicant must demonstrate that these represent an oversupply of parking. Li tin In review of the photometric plan, we offer the following comments: o The light levels across the parking area and sidewalk meet City standards. o Light levels at the main City Hall northeast entrance do not meet the 5.0 foot candle minimum established by Code. o The freestanding light poles meet Code with a maximum 25 foot height. o All exterior light fixtures must be a 90 degree cutoff fixture with a shielded light source. Cut sheets of all fixtures must be provided. • Building Design In review of building design, we offer the following comments: o The building meets the New Hope Design Guidelines related to fagade treatments, ground level expression, windows, entries, and roof design. o The exterior materials meet the New Hope Design Guidelines in type and percentage of application. o The roof plan must identify any rooftop equipment and screening. COMMENTS — ACTION ITEMS In review of the building design, we offer the following recommendations: • The applicant provide a calculation of parking demand for the expanded City Hall/Police Department and a count of supplied parking. • The applicant address the circuitous SWAT maneuvering. • Shift the sidewalk east to provide better maneuvering for the trash collector trucks. • Provide a crosswalk connection from the west park trail to the front of the building. • Provide bicycle parking on site. • Fencing o Provide details on the security fences and gates. o Provide details on the decorative fence east of the building. • Landscaping o The applicant provide a caliper calculation of removed trees to identify tree replacement. o Lawn areas north of the building be irrigated with mist sprinklers. a The applicant provide an area calculation of the snow storage area and snow removal plan. • Lighting o The applicant bring light levels of the northwest building entrance to 5.0 foot candles. o The applicant provide cut sheets for all exterior lights. 91 The applicant identify all rooftop and ground mounted mechanical equipment and its screening. ATTACHMENTS * Application • Plans • Northwest Associated Consultants Memo NOTE: REVISED PLAN DEADLINE is Friday, September 22, 2017, by 3:00 p.m. Planning Commission, Tuesday, October 3, 2017, 7:00 p.m. City Council, Monday, October 23, 2017, 7:00 p.m. MN NEW HOPE CITY HALL AND POLICE DEPARTMENT CITY OF NEW HOPE NEW HOPE, MINNESOTA mill SEE. NEW POLICE DEPARTMENT AND CITY HALL CRY OF NEW HOPE 4401 XYLDNAVE NORTH NEW NOPE. MN 55428 r +a r VA>f.l? 45NCFNMECFli APIR MNyN1M9P.6MM La.�L{]In Ada= WNN_ �—Na 7rm SHEET INDEX MMo.oN MNRIL� MMo.oA L7RMN®NMLNREI CC.NT ES6MNM CSNNMMMM6 PLM CI.SISREPIAN AIR PHAENM PWI CLNI ERNMSN mSEN�MT SCNIML PWM CLPM WASEm NNAMA MM 04M NMIMPIAN CLL PACNMANNNESRMNN:HAN " 4MNNMMWSM $Km CERT CMRNETALN CLE WANA CL23 :VVL OR KFANS CLNA gRR[ANA LIAI LANREA UPLAN NEW POLICE DEPARTMENT AND CITY HALL CRY OF NEW HOPE 4401 XYLDNAVE NORTH NEW NOPE. MN 55428 r +a r VA>f.l? 45NCFNMECFli APIR MNyN1M9P.6MM La.�L{]In Ada= WNN_ �—Na 7rm SHEETINDEX IS.SM L41MU KANMNAN AU u NUM LFW-MUA ALJ MMMLEPELPWM-AlFAA AIA AWMMAAELPMNM-ANAN At MUPPW ALT BMrUR RwArm AU ASTi EHATM! EM flNMNMFRCNMIERAIWMTAMN®MCNUIMIMEPEMA NEW POLICE DEPARTMENT AND CITY HALL CRY OF NEW HOPE 4401 XYLDNAVE NORTH NEW NOPE. MN 55428 r +a r VA>f.l? 45NCFNMECFli APIR MNyN1M9P.6MM La.�L{]In Ada= WNN_ �—Na 7rm MN 1 EXISTING TOPOGRAPHIC SYMBOLS SURVEY SYMBOLS AERIAL CONTROL POINT aAC16!GHT CONTROL POINT GPS CONTROL POINT JUDICIAL LAND MONUMENT MONUMENT COMPUTED MONUMENT IRON FONND MONUMENT IRON SET RSECTED POW ROW MONUMENT ROW MARKER POST SECTION CORNER TRAVERSE CON'ROL POINT RENO MARK LOCATION PROPOSED TOPOGRAPHIC SYMBOLS ® STORM SEWER APRON ,� POLE-OOMMUNICATIGN5 _ EAS07- BALL POST F910E-CVAIN LINK POL&GUY - BARRICADE PERMANENT - - - POLELLIGHT -" BENCH FENCE -WOOD POLE4KWr=R • "nom RSTATION ..r - . —:.: POLF{RILITY • BUILDING LOWEST OPENING _: POLE-UTRITY SERVICE POWER QUALITY LEVEL A CONCRETE CURB AND GUTTER BURSAL CONTROL MONUMENT ---- WETLAND POST ■ &5H DECIDUOUS ABBREVIATIONS PROPANE TANK ♦ CATCH BASIN BEEHIVE PROPOSED UTILITY LINES PICNICTABLE ► CURB BOX SAMPLING WELL M CATCH RASION ,• ROC( OVERHEAD COMMUNICATION COLUMN ? . RR SIGNAL CONTROL BOD( NIS CONTROL BOX SIGNAL NWL RR CROSSING GATE PC C.EAV OLT (SEWER) iV- RR SIGNAL Q Of VERT END R REGULATION STATION GAS PPVC DRINKING FOUNTAIN PRC SATELL'TE DISH PT ENERGY DISSIPATER SSSS SEPTICTANK PVI RAG POLE R SEPTIC VENT RCP FUEL PUMP R/W SEPTIC DRAIN FIELD SS GUYWIRE STA SIGN TCE GULL Tm I SOIL BORING TYP HANDICAP SPACE VC STAND PIPE GAS WM HANDHOLE I IRRIGATION QUICK CONNECT COUPLER FIRE HYDRANT - SPRINKLER HEAD HYDRANT PVM.NT PARKER {REFLECTOR) L7 SPRINKLER VALVE BW( HYDRANT VALVE A STUMP INLET (SMALL DIA.) SERVICE -GAS POINT ON LINE LIFT STATION CONTROL PANEL ...-. SERVICE -SANITARY SEWER PONT ON UNE LAT STATDDN DRY WELL - SERVICE STORM SEWER POINT ON LINE LIFT STATION WET WELL SERVICE -WATER POWT ON LIN: LIGHT YARD TELEPHONE BOOTH LOOP Dt ELCTOR TRANSMISSION TOWER ELECTRIC MAIL BOX TEST PIP LOC WAIL RELAY BON TRMHR WIRE BOC MANHOLEAIR RELEASE TRANSFORMER POWER MANHOLE 1FAT j TREE DEAD MANHCL&C-AS M TRE -CONIFEROUS MANHd_kAOWER TREE -DECIDUOUS MANHOIESANITARY SANER ��[-^•+" 4'` TREE-nwrr MANHOL&STORM SEWER TRASH CAN MANHOU&COMMUNICA.T10N5 TRAFFIC SIGNAL MANHOLE -UNKNOWN ti-. VALVE GAS MANHOLE -WATER - VALVE METER POWER VENT GAS ` METER GAS WATER REDUCER ORDINARY HIGH WATER MARX WETLAND OUTLET CONTROL. STRUCTURE �1 WELL -MONITORING PARIONG METER (_ WFTL-WATER PEDESTRIAN PUSH BUTTON PEDESTAL POWER PE0F3TAL CATV PEDESTAL COMMUNICATIONS POST INDICATOR VALVE SURVEY SYMBOLS AERIAL CONTROL POINT aAC16!GHT CONTROL POINT GPS CONTROL POINT JUDICIAL LAND MONUMENT MONUMENT COMPUTED MONUMENT IRON FONND MONUMENT IRON SET RSECTED POW ROW MONUMENT ROW MARKER POST SECTION CORNER TRAVERSE CON'ROL POINT RENO MARK LOCATION PROPOSED TOPOGRAPHIC SYMBOLS ® BOLLARD K SANITARY CLEANOUT CABLE TV QUALITY LEVEL C MANHOLE F910E-CVAIN LINK SANITARY OR STORM LIFT STATION 0 o FENCE -DECORATIVE STORM SEWER BEEHIVE CATCH BASIN EXISTING TOPOGRAPHIC LINES GRADING INFORMATION REFATNING WAIL STORM SEWER CATCH BASIN CABLE TV ORALITY LEVEL D FENCE- BARBED WIRE CABLE TV QUALITY LEVEL C FORCE MAIN F910E-CVAIN LINK FORCE MAIN 0 o FENCE -DECORATIVE /�•�`r9�r^�� - - - FENCE -STOCKADE . ... .. ... ... .. .......... FENCE -WOOD x80108 xSIA 7.0 - FENCE - ELECTRIC ..r - . —:.: g'D GUARD RAIL 1:4 - "- •'�- [-- : TREE LINE POWER QUALITY LEVEL A CONCRETE CURB AND GUTTER CASTING ---- WETLAND WATER SERVICE ■ CURB NODE ABBREVIATIONS PROPOSED SURVEY LINES BOUNDARY CEWTERLINE EXISTING EASEMENT LINE PROPOSED EASEMENT UNE ROOD PLAIN BGINDARY EXISTING LOT LINE . PROPOSED LOT LINE - EXISTING RMHT•OF-WAY - PROPOSED RGHT•CFWAY SETBACK LINE SECTION UNE _. QUARTER SECTION LINE SIXTEENTH SECTION LINE EXISTING UTILITY LINES ■ STORM SEWER CATCH BASIN CABLE TV ORALITY LEVEL D BLRYEkPLY VALVE CABLE TV QUALITY LEVEL C FORCE MAIN - - - FORCE MAIN j- STORM SEWER FLARED END SECTION - - - SANITARY SEWER FIBER OPTIC QUALITY LEVEL C STORM SEWER FIBER OPTIC QUALITY LEVEL B SANITARYSERVICE 0 STORM SEWER OUTIET STRUCTURE ..r - . —:.: STORM SEWER 0 STORM SEWER OVERFLOW STRUCTURE - "- •'�- [-- : WATER MAIN POWER QUALITY LEVEL A CONCRETE CURB AND GUTTER CASTING L--r—I-.--'—,—t—�- WATER SERVICE ■ CURB NODE GIS QUALITY LEVEL B PROPOSED ♦ FIREHYDRART PROPOSED UTILITY LINES DEMOLITION ► WATER REDUCER ENS FNfi FNS FORCE MAIN M VALVE —>^>—>— SANITARYSEWER OVERHEAD COMMUNICATION RIP RAP `--- — -- -- ICE STIR SEWER DR STORM SEWER DRAFNTIE NIS NOT TO SCALE NWL STORM SEWER PC DRAINAGE FLOW PCO WATER MAIN Q PEDESTWAN RAMP R WATERSERVLLE PPVC PERFORATED POLYVINYL CHLORIDE PIPE PRC PIPECASING E)ISTING PRIVATE UTILITY LINES RMRE UTILITY LINES ALGEBRAIC DIFFERENCE CABLE TV ORALITY LEVEL D BLRYEkPLY VALVE CABLE TV QUALITY LEVEL C FORCE MAIN CABLE TV QUA7_TIY LEVEL B SANITARY SEWER CABLE TV QUALITY LEVEL A SANITARY SEW:¢ FIBER OPTIC QUALITY LEVEL D STORM SEINER DRAINTRE FIBER OPTIC QUALITY LEVEL C STORM SEWER FIBER OPTIC QUALITY LEVEL B WATER MAIN FIBER OPTIC QUALITY LEVEL A WATER SERVICE POWER QUALITY LEVEL D PIPE CASING POWER QUALITY LEVEL C END VERTICAL CURVE ELWATUON POWER QUALITY LEVEL B END VERTICAL CURVE STATION POWER QUALITY LEVEL A CONCRETE CURB AND GUTTER CASTING GAS QUALITY LEVEL D FLARED END SECTION GAS QUALITY LEVEL C =•.+.a -,v z a. -:-s -. E•--_-._ pCLSTING GIS QUALITY LEVEL B PROPOSED CVS QUALITY LEVEL A FUTURE COMMUNICATION QUALITY LEVEL 0 DEMOLITION COMMUNICATION QUALITY LEVEL C HIGH POINT COMMLNLTCA.TION QUALITY LEVEL B HUGH WATER LEVEL COMMLN (CATION QUALITY LEVEL INVERT OVERHEAD POWER CURVE COEFFICIENT OVERHEAD COMMUNICATION LOW POINT OVERHEAD UTILITIES MANHOLE (SANITARY) EASTING CONTOUR MINOR EASHNG CONTOUR MANOR PROPOSED CONTOUR MINOR PROPOSED CONTOUR MOTOR PROPOSED GRADING LIMITS I SLOPE LIMITS PROPOSED SPOT ELEVATION R15E:RUN (SLOPE) AD ALGEBRAIC DIFFERENCE IV BLRYEkPLY VALVE BVCE BEGIN VERTICAL CURVE ELEVATION SVCS BEGIN VERTICAL CURVE STATION L CENTER LINE CL LASS CMP CORRUGATED METAL PIPE CO. CHANGE ORDER DIP DUCTILE IRON IRM: ELIELEV ELEVATION EHCE END VERTICAL CURVE ELWATUON PHLS END VERTICAL CURVE STATION EX CASTING FES FLARED END SECTION F/F FACETO FACE FM FORCE MAIN F.O. FIELD ORDER GV GATE VALVE HP HIGH POINT HWL HUGH WATER LEVEL INV INVERT K CURVE COEFFICIENT LP LOW POINT MH MANHOLE (SANITARY) NIS NOT TO SCALE NWL NORMAL WATER LEVEL PC POINT OF CURVE PCO COMPOUND CURVE PI POINT OF INTERSECTION R PROPERTY LINE PPVC PERFORATED POLYVINYL CHLORIDE PIPE PRC POINT OF REVERSE CURVE PT POINT OF TANGENT PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION R RADIUS RCP REINFORCED CONCRETE PIPE R/W RIGHT-OF-WAY SS STORM SEWER STRUCTURE STA STATION TCE TEMPORARY CONSTRUCTION EASEMENT Tm I TOP NIR HYDRANT TYP TYPICAL VC VERTICAL CARVE WM WATER MAIN HATCH PATTERNS rBITUMINOUS TRAIL L •'•.' BITUMINOUS PAVEMENT CONCRETE GRAVEL REHM HIT. TRAIL OBEDROCK DGROUND 50D NEW POLICE DEPARTMENT AND CITY HALL CITY OF NEW HOPE 4401 XYLON AVE NORTH, NEW HOPE, MN 55428 nwo WOLD ARCHITECTS AND ENGINEERS 1553Ruo.5imq 5�W ](11 ]Ax.q(--ni�dnTQ902 ,..u.•„w,. l IQ7 02M 8880 Stantec Ie..4'w^7■4FY ohwrr0ormnnimlw.r■.�eo W m.u„m xy ■.itwos.rsi.wa uylanetl W l'w,wa ENCINEEp �.r,e.r...is.sers WInIwONNr KELEWBCe EL Rowes Nurlwn 41900 Pre a&=17 D1T9001H090041t< Wee: 04199017 0—: AC01KM9 M -L- ATR Nv9 CIVIL LEGEND sow: M G0.02 E Y F_1 SUBSURFACE UTILI'Y INFORMATION: THE SUBSURFACE UTILITY INFORMATION ON THIS PLAN IS SHOWN TO UTILITY QUALM LEVE C IN ACCORDANCE WITH LEGEND PROVIDED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CIIASCE 38-02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF POSTING SUBSURFACE UTILITY DATA. UTILITY DESLGNA71ONS ARE SHOWN ON DRAWING GO.02, UTSUTY DUALITY LEVELS: LEVEL D - INFORMATION COMES SOLELY FROM DUSTING UTILTIYRECDRDS. LEVEL C - SURVEYING ABOVE GROUND UTILITY FACILITIES, SUCH AS MANHOLES, VALVE BOXES, ETC; AND CORRELATING THIS INFORMATION WITH EXISTING UTILITY RC{ORD& LEVEL B - THE USE OF SURFACE GEOPHYSICAL TECHNIQUES TO DETERMINE THE EXISTENCE AND HORIZONTAL POSITION OF UNDERGROUND UTILITIES. LEVEL A - THE USE OF NONDESTRUCTIVE DIGGING EQUIPMENT AT HORrMNTAL AND VERTICAL POSITION OF UNDERGROUND UTILITIES, AS WELLAS THE TYPE, SIZE, CONDITION, MATFRIAL AND OTY.ERCHARACTERISTICS. PRIVATE UTILIT,ES ARE SHOWN IN THE LOCATIONS PROVIDED BY THE OMER PRIOR TO CONSTRUCTION. PROTECT CONTROL NOTES: 1. ALL COORDINATES ARE HENNEPIN COUNTY COORDINATE SYSTEM 2. HORIZONTAL COORDINATES ARE BASED ON GEODETIC POSITION NAD 03 (0115). 3. VERTICAL F-FVATEDNS AREBASED ON NGVD BS. 4. PIPE LENGTH AND ELEVATIONS IN PROFILES ARE TO CENTER OF STRUCTURE EROSION AND SEDIMENT CONTROL NOTES: L. ALL PERMITTEES, CONTRACTORS, AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLLITION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PLAN AND THE SATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SY5TFM (NPDES PHASE D PERMIT) AND BECOME FAMh TAR WITH THEIR CONTENTS AND IS RESPONSIBLE TO COMPLY WITH ALL REQUIREMENTS STATED WITHIN. 2. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS, AS CONSTRUCTION PROGRESSES, THE PERMIfTEF)'CONTRACTOR SHALL ANTICIPATE THAT ADDITIONAL BMPS MAY BE REQUIRED AS SITE CONDITIONS CHANGE AND SHALL PROVIDE ADDITIONAL BMPS TO MEETAPPLICABLE REQUIREMENTS. 3. ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS AND SWPPP. ANY DEVIATION FROM THEAPPROVED PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE OWNER. EROSION PREVENTION PRACTICE 1. APPROPRIATE CONSTRUCTION PRACTICES WILL BE USED TO MINIMLIZE EROSION. AREAS OF NON DISTRUBANCE WELL BE DELINEATED (E.G. WITH RAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE SITE BEFORE WORK BEGINS. 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY REMOVAL WORK AND/OR DISTURBING ACTIVITIES SHALL BE MAINTAINED UNTIL THE POTENTIAL FOR EROSION HAS BEEN ELIMINATED. 3. NO AREAS ARE TO UNDERGO ANY SOIL DISTURBING ACTIVITIES BEFORE WORK BEGINS IN THE AREA 4. CONTRACTOR IS RESPONSIBLETO COMPLY WITH ALL REQUIREMENTS OF THE NPDES PHASE II CONSTRUCTION GENERAL PERMIT PART N - CONSTRUCTION ACTIVITY REQUIREMENTS. 5. ALL DISTURBED AREAS SHALL HAVE TEMPORARY STABILIZATION APPLIED WITH TH E APPROPRIATE MEANSTO PREVENTSOIL LOSS. -ALL INACTIVE OPEN SOIL MUST BE STABILIZED WITHIN 7 DAYS -SOME INSTANCES MAY REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE DURING ROUGH GRADING -WORK IN DRAINAGE SWALES OR THE NWP OFANY SURFACE WATER WILL REQUIRE STABILIZATION WITHIN 24 HOURS. -OUTLETS INTO SURFACE WATERS MUST BE STABILIZED WITH ENERGY DISSIPATION WITHIN 24 HOURS. -HYDRAULIC SOIL STABILIZER TYPE 6 SHALL BE USED AS TEMPORARY STABILIZATION FOR DISTURBED AREAS PRIORTO WINTER SUSPENSION. 1. SEDIMENT CONTROL PRACTICES WILL BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UPGRADIE NT LAND DISTURBING ACTIVITIES BEGIN. 2. SEDIMENT DEPOSITS IN WATERS OF THE STATE MUST BE REMOVED WITHIN SEVEN DAYS. 3. SILT FENCE MUST BE LOCATED ON THE CONTOUR TO CAPTURE THE OVERLAND, LOW-VELOCITY SHEET FLOW DOWNGRADIENT OFALL EXPOSED SOLLSAND PRIOR TO DISCHARGING TO SURFACE WATERS, OR AFTER THE CONSTRUCTION OF THE PERMANENT STORM WATER MANAGEMENT SYSTEMS WITH THE SILT FENCE I -HOOKED ATA MINIMUM OF 100 FOOT INTERVALS. 4. ALL STORM SEWER INLETS WILL BE PROTECTED FROM THE INTRUSION OF SEDIMENT S. SEDIMENT DAMAGE FROM STOCKPILES SHALL BE MINIMIZED BY INCORPORATING THE FOLLOWING: -A ROW OF SILT FENCE SHALL BE PLACED S FEET FROM THE TOE -ALL STOCKPILES LEFT FOR A PERIOD OF 7 DAYS SHALL HAVE TEMPORARY STABILIZATION 6. STREET SURFACES MUST BE SWEPT WITHIN 24 HOURS OF DISCOVERY OF SEDIMENT OR TRA(7GNG. CONSTRUCTION SEQUENCING 1. SILT FENCE, CONS -RUCTION ENTRANCE, AND/OR OTHER SUITABLE PERMIETER SEDIMENT CONTROL MEASURES MUSTBE INSTALLED PRIORTOTHE START OF ANY LAND DISTURBING ACTIVITY. IF NEEDED, TEMPORARY STABILIZATION MUST BE ESTABLISHED BY SEED AND MULCH, AND EROSION CONTROL BLANKETAS SPECIFIED IN PIAN SHEETS WITHIN THE REQUIRED STABILIZATION TIME PERIOD. 2. THE CONTRACTOR MUST COMPLY WITH THE REQUIREMENTS REGARDING POLLUTION PREVENTION MANAGEMENT DURING CONSTRUCTION WHERE STAGING AREAS MUGTBE VERIFIED ATTHE PRECONSTRUCTION MEETING, AND SHALL INCLUDE: CONCRETE WASHOUT AREAS -SOLID WASTE COLLECTION AND DISPOSAL -TRAILER PARKING -SFCONDARYCONTAINMENT -HAZARDOUS WASTE STORAGE CONTAINERS AND SPILL KITS -EKTERNAL WASHING OF TRUCKS MUST BE DONE IN A DEFINED AREAS WITH THE RUNOFF CONTAINED AND PROPERLY DISPOSED DEWATERING AND BASIN DRAINING 1. DEWATERING OR BASIN DRAINING ACTIVITSESOF TURBID OR SEDIH TENT LADEN WATER- WILL BE DISCHARGED TO A TEMPORARY SEDIMENT BASIN OR TREATED WITH THE APPROPRIATE BMPS TO PREVENT A NUISANCE DISCHARGE. INSPECTION AN D MAMiBdANCE 1. INSPECTION SHALL BE PERFORMED EVERY 7 DAYS OR WITHIN 24 HOURS OF A 0.5" RAINFALL EVENT OR GREATER. THE FOLLOWING SHALL BE MAINTAINED ON SITE WITH THE SWPPP AND AVAILABLE WITHIN 72 HOURS OF REQUEST. -DATEAND TIME OF INSPECTION 4NAMEOF PERSONS CONDUCTING INSPECTION -CORRECTIVE ACTIONS TAKEN -DATE AND AMOUNT OF ALL RAINFALL EVENTS GREA-ER THAN Vx INCH IN 24 HOURS -DOCUMENTS OF CHANGES MADE TO THE SWPPP 2. MAINTENANCE OF EROSION AND SEDIMENT COR-ROL BMPS SHOULD DE COMPLETED AS OUTLINED BELOW. -SILT FENCE REPAIRS SHOULD BE MADE WITHIN 24 HOURS OF DISCOVERY WHEN IT BECOMES NOWFUNCTIONALOR SEDIMENTREACHES 1/3 THE HEIGHT OF THE FENCE -INLET PROTECTION DEVICES SHOULD BE REPAIRED WHEN THEY BECOME NONFUNCTIONAL OR SEDIMENT REACHES I/3 THE HEIGHT AND/OR DEPTH OF THE DEVICE -TEMPORARY SEDIMENT BASIN MUST HAVE THE SEDIMENT REMOVED WITHIN 72 HOURS OF DISCOVERY WHEN THE SEDIMENT HAS REACHED +h THE STORAGE VOLUME -TRACKED SEDIMENT MUST BE REMOVED WITHIN 24 HOURS OF DISCOVERY OF OFF SITETRAOONGONIO PAVED SURFACES. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL STABILIZATION, AND THE NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA ORTHE SITE HAS TRANSFERRED OWNERSHIP IN ACCORDANCE WITH PART ILB.5 OFTHE CONSTRUCTION GENERAL PERMIT. PROJECT DESCRIPTION INCLUDES REMOVAL OF ALL EXISTING POOL EQUIPMENT AND STRUCTURES, CONSTRUCTION OF A NEW CITY HALL INCLUDING UTILITY SERVICE CCNNFCTIONS AND NEW SIDEWALK, PAVEMENT AND LANDSCAPING. THE PROJECTIS LOCATED IN THE CITYOF NEW HOPERS SHOWN ON THE TITLE SHEET AND LOCATION PLAN. PROIECT CONTACTS THE PROIECTENGENEER AND ODN-IRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE AND DURING CONSTRUCTION. THE CITY SITE INSPECTIONS WILL BE CONDUCTED WEEKLY AND AFTER EVERY]//" RAIN EVENT. ANYCORRECTIVE ACTION WILL BE PROVIDED TO THE CONTRACTOR- THECITY WILL SUBMIT A NOTICE OF TERMINATION (NOT) AFTER FINAL ESTABLISHMENT OF ALL PERVIOUS SURFACES ACCORDING TO THE MPCA GENERAL PERMIT REQUIREMENTS, CITY ENGINEER -CHRIS LONG (651-GD44808) CITY INSPECTOR - ADAM MARTINSON (651-967-45431 24 MPGA EMERGENCY NOTIFICATION - (651-649-5451) / (SOD -922-079B) ACREAGE SUMMARY EXISTING IMPERVIOUS AREA ACRES NEW IMPERVIOUS AREA ACRES SODDED AREA ACRE TOTAL DISTURBED AREA ACRES LOCATION OF SWPPP REQUIREMENTS BWPPPNUMBER DESCRIPTION SHEET SPEC^ NARRATIVE SECTION CHAIN OF COMMAND SE SWPPP 01310 1.2 BINDER RECEIVING WATERS C2.01 015713 1.6 DISCHARGE LOCATION C2A1 015713 1.6 I EROSION CONTROL BMPS L2.01 015713 2.0-2.10 SEDIMENTCONTROL BMPS G0.03 015713 L.D-2.10 POLLUTION PREVENTION / GOOD HOUSEKEEPING C2.01 015713 3.1-3.7 BMPS DEWATERING / BASIN G0.03 015713 2.10.2 DRAINING INSPECTION/ GO.03 015713 5.1-5.3 MAINTENANCE BMPS PERMANENT C4.01 344000 2.6&4.1 STORMWATER SYSTEM SEQUENCE OF GO.03 011000 1.3 CONSTRUCTION AGTIVIIY NEW POLICE DEPARTMENT AND CITY HALL CITY OF NEW HOPE 4401 XYLON AVE NORTH, NEW HOPE, MN 55428 WOLD ARCHMCTS AND ENGINEERS 11�ILw5nm SuFo 101 Lk.m.Cabv:o8xfi1 -4d.- I Dos 918 NHW Stantec abl .m ENCINEER r u,x.rn.M,srha��ea Mlnnuoh. KELLIE M. WHLEGEL LameNiaer. 40200 Ne -=17 a..ra. I @D--jIzmIau§uw lms Wlslxan Drrvn: AODMMS check cWL Nan CIVIL GENERAL NOTES 8-6; NA G0.03 NEW POLICEi. ACCESS FOR BUSINESSES AND RESIDENTS 10 EXISTING CITY HALL AND POLICE STATION MUST BE MAINTAINED // DEPARTMENT AND DURING CONSTRUCTION. EXISTING AGGREGATE BASE OR RECLAIM MATERIALSHALL BE UTILI&D FOR TEMPORARY y 1 I CITY HALL ACCESS._ _ RELOCATESFIXU , 2. CONTRACTOR SHOULD ANTICIPATE PRIVATE UIILBY CONFLICTS THROUGHOUT THE PROJECT SUB CUTAND TRENCH LXLA I j[1I AREAS AND MUST COORDINATE WITH PRIVATE UTILITY OWNERS. �') 3. REVIEW TREE, SHRUB, AND OTHER LANDSCAPNG REMOVALS WITH ENGINEER. REMOVALS WILL BE REVIEWED ON A MN CASE BY CASE BASIS AND MAY VARY FROM WHATIS SHOWN IN THE PLANS. 1 - 4, NOTIFY ENGINEER IMMEDIATELY OF ALL EXISTING UTILITY CONFLICTS, M -F1j I $, SAW MT BITUMINOUS PRIOR TO WEARING COLRSE AT ALL EXISTING STREET CONNECTIONS. SAW CUTIS INCIDENTAL } �, t; jam; `•' I FOR ALL OTHER REMOVALS, INCLUDING SIDEWALK. DRIVEWAY. AMD CURB. 6. FINAL DRIVEWAY REMOVAL LIMES TO BE DErEiMNED IN THE FIELD BY THE ENGINEER. 7. ALL CONCRETE DRIVEWAY REMOVALS SHALL BE TO NEAREST JOINT, NOTIFY ENGINEER FRIOR TO REMOVAL FOR % SAw�I REMOVE CONCRETE REVIEW OF LSVfrS. SAwcur % ' �®TLINNNBVS CURB AND WITER 1 '. - CfrY OF NEW HOPE ^ . M CDNCREFE MEDIAN I .' _ 4401 XYLAN AVE NORTH, WORKS. DELIVERY S CONS{DERED INCIDENTAL. `' ♦ - �c-r— .MP4 'I NEW HOPE, MN 56428 A SALVAGE ALL S'R[F SIGNS WITHIN PROJECT LIMITS AND DELIVER ALL SIGNS AND POSTS TO NEW HOPE PUBLIC BITUMINOUS T m � � PAY@@IiT (EYP ) -Fr- -s. �, ru—.. — 9. REFER TO PROJECT MANUAL FOR ACCEPTABLE ABANDONMENT OF UTILMES IN PLACE. IN GENERAL ALL STRUCTURES i' "3,, < ARE REMOVED FROM SURFACE AND ALL PIPES ARE BLOWN WITH SAND. _ f "x rk ♦ _%` _ 1 W - y ; - ' 1U.SEE ARCH SHEETS FCR DEMO:IIION OF POOL BUILDINGS. 11. POOL REMOVAL INCLUDES ALL SUBSURFACE DRAINAGE PIPING AND PUMP EQUTMENT. RFMOVC ♦ }I f/ / WATER MAIN I _...._ ABANDON SANCARY_/rm.) L` ell- REMOVE TO NFARESr - -,.` - l rr ! f ;'' - / i .' ',_I' STKUm`EREMOVETREE '� f ! •i-(TyPa �.-%� REMOVE GONCRE'fE -- / - COORDINATE , /I'-- SIDEWALK -BUTUNNG REMOVAL �' ," : RELWiTTON OF DLIRRIGATION AND BIIILIRNG REMOVAL I- • - - -OTHER PRIVATE TENNISCOURRT - /'' setARMoyp.) REMOVEOVERREA?I °:,11TIL1TlESRExDVE POOL .LTGFTf AlO Pd_E (ttP•] CONDUITMyr'TYr.) N��,/i DREMwEAJID EUNsCp R rVFOLO ARCHITECTS REINSTALL AND FFNOOP_DRINKING ;TVP,I I / - REMOVE CONCRETEMUMMM CDCM REOYI C !TOOL DEC Mr.)�IAL 9i ' ANO ENGf1YEER5 TRANSFORMER ,I _ ! \•. . IIDn a. [:d..6 MN01nEN1WE POOL FENCEREMOVECIIRBANl15TCrr REMW ^` Tl �I—t .II cTYp.)PAVEMENT WDIN SAWCUT FOA RE'AIMRJG '; 4'" S am1�rnEI 1 I '� F�rw'dammj3YsyQNuwuWAT) MAIN CWVNFFTION WALL (EYP.) I E paSALVAGEAND MDVE STORM ANDRElDCATT SHRUBS IISEWER STRICRIRE .-i•..t—tl—I�I��IN�..r0.SEE LM'IFSUPEl AND STORM PIPE _�I� 4 5 QEAHPAI13,3 AB I ( Rv /I T�I 1 / ?,. RVMcvEmiJgREIEPAn, ciyr.}TSERVICE(7YP. I �/ / % RETAINING WALL -SALVAGE TABLES(j) AND LANmArm GTREER F I SEE LANUTAPE REMOVE POOL DeTc FEATIEiEa �REMOVE -, I I- LNCL DIVBMG BDIWOS, BENCN� fA0.4NDONJ �PERGOu +- ARG C�RaliO TOWERS (TCO)SNBTAIIY.c REMOTE POOL DECK REMOVE PER3LA EWE �COORDINATE RRD AEON. i DRAINAGESYSTEM(TVP.)T-ANRDJDR REMOVAL OE;RPMO'JETy - 1 ENGINE.PRIVATE OTD.R i T f PROTECTELFIRECONC : ,(I ENCNEER COURi(TYPIXRLR RE1b�s _W RI9MOVAL(2) I N�SIDEWALK I "no ma Pft=7 � FSEEARCH.a ,I .. 'xAi K.YO _ _ L r(EYP-I RELOCATION CFNf <-: J u of - _ 1._e IREHA7€� TARY / SENEM MANI�[E � � xTRANSFORMER OLE M/ 'MMB UNE 1TrYP.} ' - p RBADVE SANEBITUMINOUS �54WCUf EX.SEWER FLOORLEGEND SW, TASL(IY'P,) f+. I . ETTIMNOIRi SERVICE ANDiTRAIL OYP.) wtPAYBMENT . 'I aEAN-0UT C".); REMOVE CONC. WALK/PADeIMKIVE p EETRI DC IIPsREMOIRSINGIVO DC-�-� RAIWTION NIA]NREMOVE BiTIJMINOUSOONGRETE PAA r .4 MncONTROLERPAVEMENT AND TRAIL __- • 4„,, ic.$7R Cpm: as:, 1` j; ' REMOVE AV"NCO TELECT IC Date: amrxorrPAVEMENT TNK1FEiT L1ti1T ELECFRICD'a•I'n: REMOVE CONCRETE POOL DECK 9 0.IXINOdG mNostTE• G ..'� 'cn REMCYE AETAOONG(IVP.) REMOVE . WALL TRASH UKU)5U(E 1;.. FIRE STATION APRON Chk OVVL NUN REMOVE WATER PIPE AND nnD6aTEs cn'Fa '__ z FROM DAMAGE EX CFNLTRPOWT REMOVE SANITARY PIPEGUTTEROw.) o (T” } �jEXISTING � EA°�IEX. BOULEVARD TREECONDITIONS AND REMOVE STORM PIPE STRIFRLIREmP.o a jA4 REMOVE HYDRANT I ujBANNER CLNLMNE M>REMOVAL PLAN REMOVE VALVE SL BOXli SANITARY SERVICE PIPE — +� D REMOVE MANHOLE/CATCHBJ45IN -- -- - _ _ . .. , �. _ D 30 60 ® REMOVE SANITARY MANHOLE ;' REMOVE CURB/GUTTER Ex PROPERTY LINE OW.) 1 REMOVE TREEr5MLJB C0,01 MN SNOW STORAGE TABULATION Impervious Available Snow Percent Snow Area Storage Area Storage South Area 42,438 SF 10,520 SF 24.8% North Area 23,230 SF 5,606 SF 24.1% Notes: 1. South area is considered to be the proposed driveway south of the security fence including the existing back firestation lot and driveway out to Zealand Avenue f 2. North Area includes pavement within security fence and I proposed driveway to Xyion Avenue. i NEW POLICE DEPARTMENT AND lr CITY HALL ' .. • Ips .. I' CITY OF NEIN HOPE 4401 XYLON AVE NORTH, NEW HOPE, MN 55428 �CD'r HALL PARKING ' f 41 PHASE - NORTH YANIARK (SEPARATE CONTRACT) I " TEMP. 6 TALL CKN TO EX. *' ' PERIMETER I MLITIES I FENCE SEE C4.01 { Y WOLD ARCHITECTS _ AND ENGINEERS SALLY PORT CONCRETE B618— -ENTRANCE` >'! --MVAND 9jgER>� - ^^•�° s�°; �z (TYP BSTIIMINOUSTRAIL I - I CONNECT WITH DL TRAILH+ (TYP-) P,UCE Starter �: _ 2h7i'Y PROTECT Ex. TENNIS (TYJiI IM REFER TO ARCH � BASKETBALL COURT FROM SHEETS FOR BUi! DING DISTURBANCE USE OF SHEETING OR — PKAX)SED arl ! CONSTRUCTION FENCE HAU jK UCE BUILDING .' I SITE SNOW STORAGE AREA BOUNDARY J � , r TEMP. 6' TALL j ` R _ _ �. PERIMETER j \ B' SECURITY FE FENCE SI! �' SEE DETAILS CAUL eLLFrr r I I �ITI-1�` I r� TIERED—k,' I - ! li y I r: RETAMING 'I i1 NORTH AREA WALL Ervekr• enrnSDIfTHAREA ; ' -- r uN, nq, Mn w EMOINEINM E mn l un e e � M IRM W tl EFt PROTECT EX. STREETSCAPE i FEATURES AND UTILITIES HE W E 3L SCHLEGEL ■M01T A ; Cantu: 171007R1300309! �` oe1a: 1AH]U1T - S weim: Acnw{s SNOW rem: cwl Hmu, 1 f. AREAS SITE PLAN & 4 PHASING PLAN I �.. f 0 40 6D Al:, fiC1 '01 MN I F-11 EROSION CONTROL LEGEND - ms - MACHINE SLICED SILT FENCE i — OR — BIOROLL 0 INLET PROTECTION DITCH LHECK - INGLOG m 920 -------- -- Y J POLICE ENTRY TENNIS COURTS PROPOSED CITY INLET PROTECTION HALL/POLICE BUILDING a*smrTMN ENTRANCE EXIT 925 — ------------ BASKETBALL PRarrEcr PROPOSED r4m--� RETAINING WALL AREA FROM 4 �IIp tel. 21, ENTRANCE (Typ.) 4 TEMPORARY SEDIMENT BASIN Wl rPE DRAIN TEmPORAItY SEDIME.lfr TRAP CONCENTRATED SURFACE FLOW CONCRETE WASHOUT SEED AVD IXANKET TEMPORARY HYDROMULCH NO SEED --RCMtXCH SOD m 920 -------- -- Y J POLICE ENTRY TENNIS COURTS PROPOSED CITY INLET PROTECTION HALL/POLICE BUILDING a*smrTMN ENTRANCE EXIT 925 — ------------ BASKETBALL PRarrEcr PROPOSED r4m--� RETAINING WALL AREA FROM 4 �IIp tel. 21, ENTRANCE (Typ.) 4 4 0 z LLI z i w4sH-OUT DURING 00STRUCTIO1 I. rj r—1 . i I L CONSTRUCTION ----- -------- IF 'ENTRANCE f---,EmTRY (TWJFNTRY� EXISTING FIRE STATION BIO -ROLL BEHIND CUR o TO PREVENT BOULEVARD DISTURBM SOI M WASHING OWrO PAVEONIT m INLq PROTEMOIN 1, 1 f ITYPI A� k PQtNFAND Wg�NOT PREVENTION RS, AND SUBOONTRAC7.-ORS INVOLVED MOTH STORM WATER POLUM014 I f N SHALL MAIN A COPY OF THE STORM WATER POLLUTION PLAN AND THE STATE OF MINNESOTA NATIONAL POLLUTANT. DISCHARGE ELIMINATION SYSTEM (N?DES PHASE I: PERMIT) AND BECOME FAMILIAR WrrH THEIR CONTENTS AND 15 RUAAWU TO COMPLY WITH ALL REQUIREMENTS STATED WITHIN. TE – – – – – – – – – - 2- THE VS SHOWN ON THE PLA-,-,AfNr-WF. VaNIMUM.REQUIREMUCIS FOR THE ANrnCIPATED SITE CONDITIONS. AS ap CONSTRUCTION LICTION PROGRESSES, THE PERM49T—KX0WRACTOR SHALL ANTICIPATE THAT ADDITIONAL BMP`S MAY BE i I z 14 REQUIRED ASSrTE CONDITIONSCHIANGE AND SHAL-d-01OWNEADDITIONAL BMP-STO MEET APPLICABLE REQUIREMENTS 3. ALL WORK AND MATERIALSSHALL BE CONSTRUCTED AQ:QRDING707ke-APPROVED PLAINS AND SWPP.ANY DEVIATION FROM THE APPRVM PLANS SHALL REQUIRE WRITTEN APPROVAL FFMTKE OWNER. 1. ALL PERVIOUS AREAS TO BE PERMANENTLY RESTORED WITH SOD OR LANDSCAPING. AM LNAOSCAPE PLANS FOR PETALS 920 z Lu NEW POLICE DEPARTMENT AND CITY HALL CITY OF NEW HOPE 4401 XYLON AVE NORTH, NEW HOPE, MN 55428 V40LD ARCHITECTS AND ENGINEERS 1511 M-11—. A 20: moa UNG Stantec KELLlEV.8CNLlWL _.._ 4*210 ,d ml 7 I.. Comm. 1?2MM@30MM C-: --&=017 V— AcwKm5 EROSION AND SEDIMENT CONTROL PLAN 0 30 so sab:EMEn C2.01 ARE Tw . 9x3.0 TW =92 9x3 '.. TW 9x2.155 923 POLICE ENTRY Q4.0 oww- TENNIS COURTS PROPOSED CITY HALL/POLICE BUILDING FF E 923.50 1 ` 9'23 59 BASKETBALL . - .- V COURT 1' z i p2 l� Luz I t 929.0 L Tw=92LS,� ENTRY ew=925.5 v 0ri( Tw' 924.5 922 I ._ 9�9 9S 1 -� 439% EXISTING FIRE STATION MATGN EXISTING PAVEMENT ELEVATIONS _ tiC _ - 7A % } .o _ 75' 6 2M2 _LL I 921.69 I 921.% x 92L� MAIN 1 ► , ENTRY 923.32 .9 I kF 1 r 9xzels = 923.00 t 22.13 ; 0 i z s_' Lu f I z I, I I' > Q z `922.29 0 x92202 9219p LE! 22 _ 921.3.3 Q i . 92191 . 22 l �C 9216kr1 I [ 921.721 I I 1 921A6 I I I 4-94.44 Ilk AT I 217 ®" 920.63 9x0.46 ' r I 1 92051 920.72 NOTES, 1. ALL SPOT ELEVATIONS ARE AT TOP BACK OF CURB UNLESS OTHERWISE NOTED. NEW POLICE DEPARTMENT AND CITY HALL CITY OF NEW HOPE 4401 XYLON AVE NORTH, NEW HOPE, MN 55428 WOLD ARCHITECTS AND ENGINEERS 1553EY.�Se &d.211 uame.. raI9N99 d= 1 309206 Stantec Ird: u�Merrysva .o�in'e�Yi e^Mnxlem eeJ/lu�raeo�� « MINIM rewrFwYnNme l.eof NM�WIL KCLLIE Y.SCN�OEL .roer 48200 MAN? rlr GRADING AND DRAINAGE PLAN 0 20 40 esneq', C3,01_ _w-9295 BN- 9775 7 - 1 Tw 925.5-.. 1 sw . 9755 1 Tw-9M.9 S 9w =10.5 a 9x6.97 e 4 PROPOSED CITY HALL/POLICE BUILDING FF E 923.50 1 ` 9'23 59 BASKETBALL . - .- V COURT 1' z i p2 l� Luz I t 929.0 L Tw=92LS,� ENTRY ew=925.5 v 0ri( Tw' 924.5 922 I ._ 9�9 9S 1 -� 439% EXISTING FIRE STATION MATGN EXISTING PAVEMENT ELEVATIONS _ tiC _ - 7A % } .o _ 75' 6 2M2 _LL I 921.69 I 921.% x 92L� MAIN 1 ► , ENTRY 923.32 .9 I kF 1 r 9xzels = 923.00 t 22.13 ; 0 i z s_' Lu f I z I, I I' > Q z `922.29 0 x92202 9219p LE! 22 _ 921.3.3 Q i . 92191 . 22 l �C 9216kr1 I [ 921.721 I I 1 921A6 I I I 4-94.44 Ilk AT I 217 ®" 920.63 9x0.46 ' r I 1 92051 920.72 NOTES, 1. ALL SPOT ELEVATIONS ARE AT TOP BACK OF CURB UNLESS OTHERWISE NOTED. NEW POLICE DEPARTMENT AND CITY HALL CITY OF NEW HOPE 4401 XYLON AVE NORTH, NEW HOPE, MN 55428 WOLD ARCHITECTS AND ENGINEERS 1553EY.�Se &d.211 uame.. raI9N99 d= 1 309206 Stantec Ird: u�Merrysva .o�in'e�Yi e^Mnxlem eeJ/lu�raeo�� « MINIM rewrFwYnNme l.eof NM�WIL KCLLIE Y.SCN�OEL .roer 48200 MAN? rlr GRADING AND DRAINAGE PLAN 0 20 40 esneq', C3,01_ NUM 591 1 RIM MARTS CASTING MOTES SB m+4 917.3E 12. N 1. INFORM RESIDENTS AND BUSINESSES A MINIMUA OF 72 HOURS PRIOR TO ANY SERVICE 91736 B"W CBMI�42 48- MIX. I 917368'E 88057 VB CONNECT TO EX V PVC DISRUPTION. ALL SANITARY SEWER MAIN PIPE SHALL BE SDR 26. r 122'.4 Cll'Ml 4r 92C.44 91Y .51 5 A -3067V 1 T --- --- - 19175912"5 1lo-Uy 12" 5r CBNM-14 4F K 920-.5917is � R -067V 2468" PVC III 917.68:2• N MMH_U 4W 917. BlISE R bW7 VB 13'SUMP 922.72 1 7 .3. 1,7,0 Irw CW.H-1 48• 922.11 927,80 33- SE 83067 VIS COORDINATE ALL DEVLAIIONS WITH 7HE ENGINEER. 'S. m 12, SIN 918.0312" . cB.m-[-17 45l 922.11 91BO312"E R3067 VI ALL WDRAN' S ARE TO BE LOCATED 5 FEET OR MORE FROM BACK OF PROPOSED CURB rK 12- PVC STORM SEWER COVIL-M. 4W 921.77 91522 12, N E R3067 YO IILSB 12-W cam.H.291 481 521.5 91335 IV'[ I R-3067 VB 992188.9112" 12m N CIPALI-20 4W 921111 .9' E I R-3067 YB EX BEE -2' 923.96 12j'IRRj EXck22 918.017 911.1012'&W :CON.EE;,. EK STRUCTURE 915 08 12m E I STUN -T3 4ir 915.9812• 15 .38 12- X A-1642 '!"7 L"EI STI&I 14 48m 923.71 916.7712"W R-1642 STK4H-25 48' 923AI *17.0312'NVA R -,.EQ ism LAE2! FOR ccNNEcnClN TO WILDING 03NNEC770 EDL 6 - UP WATER UPM EZ) 6xgTm - -Ja E. 14 T MEMP. OUNNEC 11014' T Ex. STORM STRUCTURE f HNDRJANT 6.• SS.- 8" PK WATER-\ GV a BOX N -"a. I 'K Aim 921ag VAN SM;�Z I PVC [NV%3.77YE 24.7•r PVC MITALIED 7-� BELOW FG TNH -7 - -- --- 4 l ST -in p SEE MECH. CONNELMN TENNIS COURTS 1 ?, r RK DIRECTIDNALLY�, DRILLED WATER WM PROPOSED QTY HALLIPOLICE BUILDING DR=NG FOUNTAII\ -OONNECTTOM STORM SEWER PC&PER 3 . SK910E OomFcTTo ORINUNG FOLINTAiN e* X Er 7EE B- E, TO 4"95.19340 ' 4- Ell A, BOX TVI , rl6"aEDLIq>=R II WATER DONNECTMN -M BUILDING REFER ro' 3 'R E 70 M31 RIM MZ13 L�IK4:14,40 A" E VO 'NY ll�u ull w I" PK 18MDME SAN17TARY UtECTiONALLY DRLLED SEWER WATFR MAIN 1-7F V 22 REN BEND �*,cjm BASKETBALL I r- 77 1 - - ZZ COURT i r? 4p AND/ RIM 9ws 0 BENDS l26'3 -PVC •B'' INV91Mars Al lwglLcjrw ROP Z •9N' PVC r DR. 810524 -:A 5 �26'4"Z Ll N�X&Aax%- IL TO U -I N♦ PTC ��ITRY 7 --..MTRY VATHC L- - - - - - II I EXISTING FIRE �� N -V P< FROTECT STATION c ONNWT film 0 D.75% LQp% To DRAIN ME EX PIPE UTILFIv NOTES: SB m+4 MM W114 ILM, 14, �w 1. INFORM RESIDENTS AND BUSINESSES A MINIMUA OF 72 HOURS PRIOR TO ANY SERVICE 0 in =W;I. - .1 U.I. DISRUPTION. ALL SANITARY SEWER MAIN PIPE SHALL BE SDR 26. 9 i 2. ALL WATER MAIN SHALL BE 0900 PVC, DR IS WITH A MINIMUM COVER OF 7.5'. OVERDE". T ZZ COURT i r? 4p AND/ RIM 9ws 0 BENDS l26'3 -PVC •B'' INV91Mars Al lwglLcjrw ROP Z •9N' PVC r DR. 810524 -:A 5 �26'4"Z Ll N�X&Aax%- IL TO U -I N♦ PTC ��ITRY 7 --..MTRY VATHC L- - - - - - II I EXISTING FIRE �� N -V P< FROTECT STATION c ONNWT film 0 D.75% LQp% To DRAIN ME EX PIPE UTILFIv NOTES: SB m+4 MM W114 ILM, 14, �w 1. INFORM RESIDENTS AND BUSINESSES A MINIMUA OF 72 HOURS PRIOR TO ANY SERVICE in =W;I. - .1 19194506"9 .1 4 - DISRUPTION. ALL SANITARY SEWER MAIN PIPE SHALL BE SDR 26. 2. ALL WATER MAIN SHALL BE 0900 PVC, DR IS WITH A MINIMUM COVER OF 7.5'. OVERDE". --- --- - 15 CONSIDERED INGIDtNTAL, WATER MAIN WITH LESS THAN 7.5' OF COVER AT SANITARY HYDRANT/ 2468" PVC III AND S -ORM CROSSINGS SHALL RECEIVE 7INSMATION, G"GVA BOX .3. MAINTAIN I8r'SEPARAW.NWr.H WATER MAIN AT ALL SANITARY AND STORM CROSSINGS- COORDINATE ALL DEVLAIIONS WITH 7HE ENGINEER. BULMEND AND ABANDON/ 4, ALL WDRAN' S ARE TO BE LOCATED 5 FEET OR MORE FROM BACK OF PROPOSED CURB rK 12- PVC STORM SEWER • AND FL;RNiSHF6 WITH A TSTORZ HOSE COUPLING. 5. ALL STORM STRUCTURES ARETO BE FIELD CORE -DRILLED FOR DRAIN II CONNECTIONS. AU LOW POINT STRLCTURES WILLHAVE 2 DRAIN 710F CONNECTIONS. 6. ALL STORM PIPE SHALL BE RCP, GLASS V UNLESS OTHERWISE NOTED. 7. ALL RINGS SHALL BE HDPE, NO SHIMS ALLOWED; SLANTED, HDPE RINGS ARE ACCEPTABLE - a. ANYSTORM STRUCTURES -HAT ACCUMULATE CONSTRUCTION DEBRIS INSIDE INVERTS OR SUMPS MUST BE CLEANED BY ThtCcwRACTOR WITHIN 24410UR5 OF NOTIFICATION. 9. CONSTRUCTSTORMWATER TREATMENT SYSTUMTER CIVIL DETAILS ON SHEET C804, EKbrW.8'GV AND U)NNELl TO WATER STUB NEW POLICE DEPARTMENT AND CITY HALL CITY OF NEW HOPE 4401 XYLON AVE NORTH, NEW HOPE, MN 55428 WOLD ARCHITECTS AND ENGINEERS 13%31%. k-, &im ml -v- I :Als uw Stantec PROTECT EX. HYDRANT' KELIE ..... -EL Ll- 49M llaln 4otr/2511 j- . -z IT20076931103aSS D-:12=7 D-: A ws �r) a -6z -S!a NM UTILITY PLAN 0 30 ISO S.d. C4,01 MN c NEW POLICE DEPARTMENT AND CITY HALL CfiY OF NEW NOPE 4401 XYLON AVE NORTH, NEW HOPE, MN 55928 � TI r WOLD ARCHITECTS AND ENGINEERS 1553 Smu. Srmrm: ,rai3r.mm I xle rl4 awo Ste ni:dDc f I�nenq remhmame r6: �earm�e.syvrw s�i.e p warmma m.w.., ENGINEER ER ukwl�bu lFw fln,q YNemol.. XELI.E Y. SCHLL6EL nm comm: 172comall mNual 0— Mil a.d. OWL North PAVING AND GEOMETRIC PLAN D 3D 60 C6,01 1. REFER TO CNIL CON5TRUCWN DETAIL SHEET CB.03 FOR ALL PAVEMENT SECTIONS. - 7 _ ' 2. ALL CONCRETE CURB AND GUTTER IS B61B, UNLESS OTHERWISE NOTED = � ' 3. All. AhiNOTATED CURB RADIUS ARE MEASURED FROM BACK OF CURB 4, ALL ANNOTATED CURB ED PAVEMENT WIDTHS AREFROM FACE TO FACE OF CURB 5. AL ANNOTATED SIDEWALKS AND TRAIL LENGTHS ARE FROM EDGE TO EDGE OF TOP SURFACE r 6. REFERTO LANDSCAPESHESIS FORCONCREESCORING PATTERNS CON CRETE WALK 4 7. PEDESTRIAN RAMPS SHALL CONFORM TO CURRENT ADA STANDARDS. REFERTO MNIDCTSTANDARD PLANS SEEUNND9r-APE - 5-297.7SD FOR DETAILS {STANDARD PLANS ARE NOT PROVIDED WLTHIN THIS PUN SET] sy' 8. TRUNCATED DOMES ARE TO BE INSTALLED AT AL: PEDESTRIAN CROSSINGS - COLOR: CHARCOAL 9. REFERTO ARCH. FOR DOORWAY STOOP WFORMA71ON 10. REFER TO C3.O7 AND DEALS FORTIERED RETAINING WALL DESIGN AND ELEVATIONS 11. ALL PAVEMENT MARKINGS ARE TO BE PAINT WITH GLASS BEADS. PAIhTM IS TO BE APPLIED IN TWOCOATS, SECOND '/ ,' APPLICATION OF PAM IS CONSIDERED IMCIDEN'•AL 0.i J ..7y • � -...- - _._ _. ,-._.- _ _. _. T� .�.; %�u . es', ..1 � � �� . , • •. ;` %•�: 5;.�: i. =.\ -CON PR01'ECT E105TIN CRETE ARRbM n 11 — �� .. • • w MODULAR BLOCK RETAINING WALL [' . �_ °-� �1S V BT `OMINOUS TRAIL. SFE SHEET Ol FOR F -F 4.36' - - - rs SECTION y,1JJJ P,� lid ' 1 x7L.sg I- I PROPERTYf % I LINE 11111 37A2' PATCH BITUMINOUS PAVEMENT L. AND CONCRETE CURB & GUTTER - r ; F 1 TO MATCH EKLSTING L 4 0— _ _ _ I ,I —__—_ ` B 4.3' CONCRETE STOOP/APRON{TYPJ SEE ARCH FOR DETAILS l� P ROF ERTY LINE li I S' METAL SECURITY FENCE SEE DETAILS 1 'ova 13ITUMIN0116 PARKING LOTiENTRANCE I ., SEE SHEET C8AFOR R PAVEMl SECnOPi '� "'y`.:• . TIERED MODULAR BLOCK—,,,,,, RETAINING WALL1 I Z4' WIDE Ur METAL .. •�. P'' ..fir r .. VERTICAL PIVOT GATE ;� q- .�•R i. . . kCTECT DDSTING :'.�33 tom' 0?NCRE1 EAMON o Icy 111! Irll Ilf -- ISG 5 1�—_ — — n Ih 1 Si �� IE V 19 z0' WIDE 6r METAL VOMrALPIVOT GATE , i � 6.75' 1 .. �. - _ ll 1. .. t". GENERACRETE TOR PAD :: I. r '7 b n - - I ' r CONCRETE SIDEWALK :Y SEE SHEET CBA3 FOR I ` t: �p {...�' `f•p4.33' SIDEWALK ... . eas � I f L .t _ f' C. R619 CONCRETE ♦Y .. CURB B GUTTER iTYPS ...} T 4 6 I I In I �MA70-11EXISTTRIG _ J \L•x TSI - PROPERTY LINE 1 I -- } ( I LEGEND BITUMINOUS PAVEMENT . CONCRETE PROP9ITY LINE PAVEMENT/APRON ^ CONCRETE , SIDEWALK NEW POLICE DEPARTMENT AND CITY HALL CfiY OF NEW NOPE 4401 XYLON AVE NORTH, NEW HOPE, MN 55928 � TI r WOLD ARCHITECTS AND ENGINEERS 1553 Smu. Srmrm: ,rai3r.mm I xle rl4 awo Ste ni:dDc f I�nenq remhmame r6: �earm�e.syvrw s�i.e p warmma m.w.., ENGINEER ER ukwl�bu lFw fln,q YNemol.. XELI.E Y. SCHLL6EL nm comm: 172comall mNual 0— Mil a.d. OWL North PAVING AND GEOMETRIC PLAN D 3D 60 C6,01 MN w PROPOSED CITY a j HALLIPOLICE BUILDING S z v ir _} L� �ENTRYp..a..w ENTRY. EXISTING FIRE STATION .L E TRASH COLLECTOR 0 SWAT VEHICLE FLAT-BED TOW TRUCK SQUAD CAR NEW POLICE DEPARTMENT AND CITY HALL MY OF NEW HOPE 4401 XYLON AVE NORTH, NEW HOPE, MN 55428 ell - P4><4PwNrnRn4 ob•.+o.esae•e.reoenw PAr•*tl W rr varpasa.s. IsamIsn.Mlianntl ENGINEER w..n.,.v<an. P,a.a Mlnnaaeta. PIELLRLI, MULMEL then Nuns: AMD mla >tk=17 16nshn ao,nne PIi01MM*l s3emae6 `lam orte.�, 7R7 or.�n, ucawlE check 'DL NoM TURNING MOVEMENTS PLAN n 30 60 smlrt � C6,02_ 15511— 1— AH:. M na..rt. cd—" wma -�P�rt 13os nu rauo Stan ec P4><4PwNrnRn4 ob•.+o.esae•e.reoenw PAr•*tl W rr varpasa.s. IsamIsn.Mlianntl ENGINEER w..n.,.v<an. P,a.a Mlnnaaeta. PIELLRLI, MULMEL then Nuns: AMD mla >tk=17 16nshn ao,nne PIi01MM*l s3emae6 `lam orte.�, 7R7 or.�n, ucawlE check 'DL NoM TURNING MOVEMENTS PLAN n 30 60 smlrt � C6,02_ MN 15 . . . . . . . . . . ABOVE PPE . . . . . . . .a. GRANUIARBORMCAN VARrES MNO(TrSPEC, 3249,2LI V BROW PIPE -d IES17c: eft OF PIPE MA'Ir MIN. PIPE FOUNDATION & BEDDIW GDOD SOILS DqMO&D PIPE cGUNDAMON V07ERM (314SLM MOD.) comm DEREo jncwuwALm THE SPEC[FIEDGRPNUNi BACKFILL + + + "A Z E++ + + COARSE FILTER + ++ AGA mvOT SPEr- -HMM .K.IPAYAL...+ + + + + DEPTH INCREMENTS D—I44 --- -E . CF PIPE M�3r MIK IMPROVED PIPE FOUNDAr.0h MATERIAL POOR SOILS PIPE FOUNDATION & BEDDING Stanter METHODS FOR PVC L CITY OF NEW HOPE, MN BEDd "DoDeN 171I ae, ME MEDSEQPR TO TME POST 4V"R TO— — FaeRr4 rxPxyLONE � POma, * FCOM Lo I Am OpantAOTORro RT POSTS FIND fAB1OCARW XD 51TvzoTucnLwMaxL msmnm BOTroM .--HW Mftfi EROSION CONTROL AROUND i 3— 2005 CATCH BASIN ASIN CITY OF ME~6! Kom w EROAA L 0 BUMLL ......... OWMA MTER AGGREGATEDw, I + + + + MNDcT SPEC. SLIMH MM MIS + + CLASS 0 mk+ir MEN. LOAD FAL70H !.P MANDSHAMEANdULAR®DWG MATERIAL TO SFAT FIRE A MINIMUM 1110TH OF U OUTSIDE DIAMETIR OF PIPE COMPACTED BACKFLL CLAM C-1 Du+]Y MDL LOAD FACTOR IS -mamn TLE EDTTom uFTME TRENfN NWLN HAND SMMGD FROM FUN U%DFrUmMD smTO PIT AT LEAST U2 OFTHE cuTszoe Pipt DIAMETER FORALLOURESCREDCUNG i v ADM prpE CEP1PACIED BACKFILL COARSTRLTE AGGREGATE 0 L. MRN. . . . . . MICT SPEC. 314%W HDD. LESS + + CLASS C-2 Cut+ AK LOAD FOBRW-1.5 EiANDSWIPE ANGULAR OEXCLYGMATORIALTO SPAT PMA NINI MMMHDFD.SDLnSFDE CKIISIDEDIAMETEMCFPIPE DIAMETER OF MPE PIPE J;OUDATrDN RL BEDDING ROP OR DIP METHODS FOR �7� [�� 1crryOPNEW HOPE. MN ir.-E bx5r= cum COMPACTED M- <-33 TtiEcumso-" GMT PLAN V Ra. IA V4MCCI ROWDRAOI M-31067- MGM FLONY N�E SME ED + AL OWLECIM PLATE CA CM APPROVED EQUAL + COME FTITER OvanowzZop + + TME CIRC BOX HEIGHT PMMDA31ON wmyo� T ONuruDw AT TOP We- n4962H M WF:LTERASWMBLY Z-7cuo dl FILTEIRASSEMMY DIAMETER, tr+ RAD vr AT uYN POOR - FOR THE NEW Z379 "TMCCASTTIHG, NSTLWMCOPDRAIN DRAI %a'3M OR CITYA I INLET PROTECTION JL CATCH BASIN INSERT StaTrtec AFTER PAVING CIT Y OF NEW HOPE, MN reRD Ac HATERUI. IN TIES NMkSWU 2ECONSIDtkED INCIDWAL W P]Pr.SPMCMM WITH CLAM 0 BM)]W- 'MDA' DENDIES OUISEDE MAMETIM OF PIPE D ifd C L -INN L T -PM 18mgIl, 5 R. MArL OL Vfflac VOCkI0. 2. Geoff m.1 med M.00T SO.. 3105. 3. 6"x Go fabric andiurage tualdi and backfil wfth tamped namA soL 4. PlasUc zipties (3 .1d.- .1 501b torsia) located cm tDp B". S. KathimsIoaa, Lz' depth ipg.. Br RAPT. 6. 51kiem m wrap almond pomiat least 18r. DIRECTIGNOF RUNUFF ryf NANUkL U467AIIATTM srANOAAObmc'*ftow IMPROVED PIPE FOUNDATION Stantec 11 FOR ROP AND DIP Star*ec I crry OF NEW HOPE, MN 15�1 �1 r 01 ROOW MINIMUM DEPTH WOODCHIPS -18, MINIMUM DEEM 71'T'WA.SHED ROCK OR WOODCHIPS PER spianrAlIONS 21'MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SL7E NOTES; L FILTER FABRIC SMALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCr, FILTER FABRIC IS NOT REQUIRED UNDER WOODCHIPS" 2. 80% OF WDODCHIPS USED TOR CONSTRUCTION ENTRAKES MUST BE BETWEEN 2 INCHES AND 5 rNCHM NO CHIPPED -UP MANUFACTURED WOOD ANDJOR CHEM)MYTREATED WOOD IS AULOVEA 3. ENTRANCE MUST BE MAINTAINED REGULARLY TO PREI.Vir SE ElfrA710N ON PUBLIC ROADWAYS.D PWITIVE ROCK OR WOODCHIPS WILL BE PE FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY. - — — I . RM CONSTRI.)CTION ENTRANCE CITY OF NEW HOPE, MN DIRECTION OF COMPACTED M- <-33 IXFlLL V Ra. IA N�E SME ED + AL R.5 DHL + COME FTITER IMPROVED PIPE + + AGGR.MNIDDT PMMDA31ON wmyo� T + + + + + We- n4962H M 'MDA' DENDIES OUISEDE MAMETIM OF PIPE D ifd C L -INN L T -PM 18mgIl, 5 R. MArL OL Vfflac VOCkI0. 2. Geoff m.1 med M.00T SO.. 3105. 3. 6"x Go fabric andiurage tualdi and backfil wfth tamped namA soL 4. PlasUc zipties (3 .1d.- .1 501b torsia) located cm tDp B". S. KathimsIoaa, Lz' depth ipg.. Br RAPT. 6. 51kiem m wrap almond pomiat least 18r. DIRECTIGNOF RUNUFF ryf NANUkL U467AIIATTM srANOAAObmc'*ftow IMPROVED PIPE FOUNDATION Stantec 11 FOR ROP AND DIP Star*ec I crry OF NEW HOPE, MN 15�1 �1 r 01 ROOW MINIMUM DEPTH WOODCHIPS -18, MINIMUM DEEM 71'T'WA.SHED ROCK OR WOODCHIPS PER spianrAlIONS 21'MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SL7E NOTES; L FILTER FABRIC SMALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCr, FILTER FABRIC IS NOT REQUIRED UNDER WOODCHIPS" 2. 80% OF WDODCHIPS USED TOR CONSTRUCTION ENTRAKES MUST BE BETWEEN 2 INCHES AND 5 rNCHM NO CHIPPED -UP MANUFACTURED WOOD ANDJOR CHEM)MYTREATED WOOD IS AULOVEA 3. ENTRANCE MUST BE MAINTAINED REGULARLY TO PREI.Vir SE ElfrA710N ON PUBLIC ROADWAYS.D PWITIVE ROCK OR WOODCHIPS WILL BE PE FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY. - — — I . RM CONSTRI.)CTION ENTRANCE CITY OF NEW HOPE, MN DIRECTION OF SILT FENCE INSTALLATION MY OF NEW HOPE, MN ERO-1 PRtac'w)NvtKT MUST R UZ C14METIEROFTHE PIPE AND BENCHES TowmD TFE FART. —LUE 50111A rOFWrVMT"L PORTION OFOONEIS FAUNG DOWNSTREiW. cwnNG M642 OR PLAN APPROVED EQUALAS SPWIFIE1 hMH FWDTARNIJO Hb11 All""I I 11N MON. IF 2. MANN 2WADIUSTMENTAUDWED Uimwss MSG AMD CASTING& SHIMS NOT ALLW,81. 27' wRAPWOa91 FA MIUUML1130- USTMENT-� Iha�NGRTNSSMDCASTING. MANHDLE STEM IV IN CENTER. a.- AI)DEMINMA 4CLFr0H4W-0-RTNG RUBBER CASKETS AND MFTv O WRAP PIPE SIML BE CUT 70 BE 2"INSIDE MANHOLE AT THE PIPES MIDPOJ NT ANC NAVE AWATER TIGHT SE -4 SEE SmOrICATONS. ALL OW HOUSES SMALL BE GROUTED OHINSIDE AND OUTSIDE SANITARY SEWER NEW MANHOLE mop m ME? Stantec [ CITY OF NEW HOPE, MN NEW POLICE DEPARTMENT AND CITY HALL CrTY OF NEW HOPE 4401 XYLON AVE NORTH, NEW HOPE, MN 55428 ih AND ENGINEERS I553r—s—S.N.101 T;L_uk.&xmz I log 920 aw mutlr my NNGFIEER --.— mh—" NLSCHLEGEL UFan Hunts: 46200 D.n I&MG17 FkAAtrl Data: _jj2gRLj?_ D—a! ACIDMMS Chi CWL Ncnh CIVIL DETAILS C8,01 M- <-33 N�E SME ED SILT FENCE INSTALLATION MY OF NEW HOPE, MN ERO-1 PRtac'w)NvtKT MUST R UZ C14METIEROFTHE PIPE AND BENCHES TowmD TFE FART. —LUE 50111A rOFWrVMT"L PORTION OFOONEIS FAUNG DOWNSTREiW. cwnNG M642 OR PLAN APPROVED EQUALAS SPWIFIE1 hMH FWDTARNIJO Hb11 All""I I 11N MON. IF 2. MANN 2WADIUSTMENTAUDWED Uimwss MSG AMD CASTING& SHIMS NOT ALLW,81. 27' wRAPWOa91 FA MIUUML1130- USTMENT-� Iha�NGRTNSSMDCASTING. MANHDLE STEM IV IN CENTER. a.- AI)DEMINMA 4CLFr0H4W-0-RTNG RUBBER CASKETS AND MFTv O WRAP PIPE SIML BE CUT 70 BE 2"INSIDE MANHOLE AT THE PIPES MIDPOJ NT ANC NAVE AWATER TIGHT SE -4 SEE SmOrICATONS. ALL OW HOUSES SMALL BE GROUTED OHINSIDE AND OUTSIDE SANITARY SEWER NEW MANHOLE mop m ME? Stantec [ CITY OF NEW HOPE, MN NEW POLICE DEPARTMENT AND CITY HALL CrTY OF NEW HOPE 4401 XYLON AVE NORTH, NEW HOPE, MN 55428 ih AND ENGINEERS I553r—s—S.N.101 T;L_uk.&xmz I log 920 aw mutlr my NNGFIEER --.— mh—" NLSCHLEGEL UFan Hunts: 46200 D.n I&MG17 FkAAtrl Data: _jj2gRLj?_ D—a! ACIDMMS Chi CWL Ncnh CIVIL DETAILS C8,01 F.11 NOTE: PIPE SHALL BE CENTERED UNDER INSOLATION UNLESS OTHEMR ERWME SPECIFIED, ENGINEER MAY REQUIRE INSULATION AT 0 -OCATIONS. ODYER OVER PIPE- a WIDTH OF INSLIL&UNG SOMD - b 3' Stantec DETAIL JAN 200 7 1rIsuLAnoNETAI L CITY OF NEW LHOPE, -MN FZ&AThfl Cr.W bulk— &I mrsunhik to I/2 OR EXISTING ClIME ftinger al. pipe and Amps g MNDESIGN 2* tward Invert VARIABLEft-mv RI"2B zr 1 zr 1 19 at plis. ow sla" Inset I= b K *d at cons, Im hmTng downubviarr, Nessuh R-1642-8 —rA" Elam frgrn,, arae = OW onsaillod 4 yl� MINIMUM Ir SAND FILL W. m.,-r.rl—R.*eCa ,aZ"3' b6hifil BeadCubOW. impnimm of 2 avw�lrnua Flow or ems I• faial o 216rins allwas& MDP[ pdpmdrnard rings,m No —p-4', MINIMUM Wrap — fIffir fabric awed r"& Mldn d2 nv�ir— at 6 Mind— 26' (16=11manal Incluft rings Kim. 25- GRAINI z TSAND FILL INSULATION .111=2 .7 lhmorewnwit U I (No w dww 1. Lp" ., pg Pa rinantial, A..lo h, bbr II. RIGID INSULATION F.11 NOTE: PIPE SHALL BE CENTERED UNDER INSOLATION UNLESS OTHEMR ERWME SPECIFIED, ENGINEER MAY REQUIRE INSULATION AT 0 -OCATIONS. ODYER OVER PIPE- a WIDTH OF INSLIL&UNG SOMD - b 3' Stantec DETAIL JAN 200 7 1rIsuLAnoNETAI L CITY OF NEW LHOPE, -MN FZ&AThfl TYPE 11 CRTC 3H BASIN MANHOLE SEPT 2OL7 Stantec GiTY OF NEW HOPE, MN FiFs NEW POLICE DEPARTMENT AND CITY HALL CITY OF NEW HOPE 4401 XYLON AVE NORTH, NEW HOPE, IVIN 55428 ..—. -- .1. . AND ENGINEERS 155331-51-5,k.201 n--, a6.& KM2 -4d=— I dr ma mom Stantec nI M � I W � =1 =d ; -U�= KELLIE IL WHOEL "Jan ww'17 Dep BNfHa17 Drlrrt ACDWN Crack CUM N.M CIVIL DETAILS Scale. MA C8,02_ Cr.W bulk— &I mrsunhik to I/2 ftinger al. pipe and Amps g VARIABLE 2* tward Invert VARIABLEft-mv RI"2B zr 1 zr 1 19 at plis. ow sla" Inset I= A— K *d at cons, Im hmTng downubviarr, Nessuh R-1642-8 —rA" Elam frgrn,, arae = OW onsaillod 4 w P& MH - SR in Ilam Back Of Cwh pEck bd— Lid. W. m.,-r.rl—R.*eCa ,aZ"3' b6hifil BeadCubOW. impnimm of 2 avw�lrnua Flow or ems I• faial o 216rins allwas& MDP[ pdpmdrnard rings,m No ar ishL MH" ul- Mhhstl us* Gf Curb Wrap — fIffir fabric awed r"& Mldn d2 nv�ir— at 6 Mind— 26' (16=11manal Incluft rings Kim. 25- GRAINI z Illenhalls ships, l,p,b r NkW- FRI . wNh 1/2BI 11 PVC scH. 'A IT .111=2 .7 lhmorewnwit U I (No w dww 1. Lp" ., pg Pa rinantial, A..lo h, bbr II. y. UZIn be = h birinsairiald swep. VARIES In" &INA be ow a d 2' franim NanM P -160—B immanhole of licill. CORPcMT= STM ids. d1wrinds. *k hoimmm� N I In Nee Hope UdL neveme nud be gamum WU, vremdealmeoe seam a" .Meta of bcum. (p P& lk. 3. 103F N CC�LVIG Qv) R r eft x 0'—V -, ON Pr@hwJd aoncreft slab wft 4 0 Ir a -- WATER K.AM WATERSERVIM STORM 5BM )UNCIMN MANHOLE Stantec VOMng oW cw"� mliflmLoANDCAN)SENECKS-OU CITY OF NEW HOPE, mri TYPE 11 CRTC 3H BASIN MANHOLE SEPT 2OL7 Stantec GiTY OF NEW HOPE, MN FiFs NEW POLICE DEPARTMENT AND CITY HALL CITY OF NEW HOPE 4401 XYLON AVE NORTH, NEW HOPE, IVIN 55428 ..—. -- .1. . AND ENGINEERS 155331-51-5,k.201 n--, a6.& KM2 -4d=— I dr ma mom Stantec nI M � I W � =1 =d ; -U�= KELLIE IL WHOEL "Jan ww'17 Dep BNfHa17 Drlrrt ACDWN Crack CUM N.M CIVIL DETAILS Scale. MA C8,02_ CL ROW VARIABLE VARIABLE pmt bod— d rnsohol. 1. I/Z VARIABLEft-mv s at plis. ow sla" Inset A— ww" W"rL w P& MH - SR in Ilam Back Of Cwh llanhdr so IVARIARE 'r M W. m.,-r.rl—R.*eCa ,aZ"3' b6hifil BeadCubOW. Flow or ems I• faial ar ishL MH" ul- Mhhstl us* Gf Curb Mldn d2 nv�ir— at 6 ODRET.TE) 3' BELOW Kim. 25- GRAINI z I E-0, 9r 11 PVC scH. 'A IT ., pg Pa ON MATCH EX. y. AL 121W NanM P -160—B immanhole Varlet CORPcMT= STM —1 or Mod" 2 tDr-06d *k hoimmm� N I In Nee Hope UdL SDaIKl RISER SfRVKE SERVICE WJ. APF� vremdealmeoe seam hlhd� 0 2 snawu- V a (p P& lk. 3. 103F N CC�LVIG Qv) R TYPE W COPPFR TO EX WKIIER weaved " PVC �,SDR �WS 4'ORGPP%C WATER K.AM WATERSERVIM dxwbwm allowfibrk r saw s �MWH VOMng oW cw"� mliflmLoANDCAN)SENECKS-OU SLPPORT FOR �31001 c)DNcpffm BLOCK Su WORT Ar 4.11 OCeLmTO ANN:PMOr FARO. IV On conlor. ONCRETE 0 IE ENU15E�W 0.5 GY. Of GRAMMAR BQRRow DQLLKLI.D HNIDDT (Nle oWR WWW 1. MW 27' b9lrltl� 31149,wIT4DRp y CDMPACIED Al joib in minartle to havir 'W daLrijbipar le. NDTIS'l. n I J" be acidIn WuMplill mp. s5m SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS. 11111th MKN 2. CURB BOX SHALL EXTEND " 7WT09(y', VARIES a I =[#A d oUjdWtobf 3. ALL PIPE SHALL BE BEDDED IN GRANULAR BORROW 3149.231. bir aA vat 2' ft. NO7E& 4. 7 CURE; STOP IS IN DRIVEWAY, CONTRACTOR MUST INSTALL A FORD A-1 =W I 'mall. 1. SENERSERVIC! KPIESKALL MATCH DaSrWGMMCESM- 2. TILE 5 ME SCHEDULE 40 M 3. S�M - LW PER FOOT MDffMLK MATM SLOPE OF EXISMING S�CE VAEW PCSSHIX, CASTING, WITH SMOOTH LID. S. CURB BOX LID SHALL BE OFFSET 1112' SET SCREW TYPE BY ESS X=* Ko—1 rnanholv ar qwl 4, ALL PIPE SKAL BERDDED IN GRANULAR DDmDVV 3149=. BROTHERS OR APPROVED EQLIAL �wufldmrird .. ptbb stasintats. 3. IF RfSE!t RECIRED. MINLIMUM OF 3' LONG AND KAMM OF 4- 7HICK COMCRM CORPORATION FW cummi, cum BOX ENCASEMM17 AT SIMMWE CONNECrION 15 CONS]DERED MCIDENIALIOTHE PAYMENTOr 141JELERD'=IX) Mtn ws� 9614 RISER LE L Fee= To mmNr wriARYSERVICE PIPE SHAI�1312 DK51AD �. H "M CONN FORD F-011-4, P40 Mtn R224MM, B2245514 MCDONALD *A24 "mCOLALD bmq 81-01 dkuwbr ROCK FMIMANDABEIVI! CONNECrOL pnenL concrete slab SECrQN 11 r , SEWER SERVICE CONNECnON SEPT ?MD17 ' WATER SERVICE CONNECTION PLAY= I a Stantec STORM SEWER MANHOLE Stantec Stantec CITY 0 F NEW HOPE, MN j - CTfY OF NEW HOPE, MN C CITY OF NEW HOPE,MN sial TYPE 11 CRTC 3H BASIN MANHOLE SEPT 2OL7 Stantec GiTY OF NEW HOPE, MN FiFs NEW POLICE DEPARTMENT AND CITY HALL CITY OF NEW HOPE 4401 XYLON AVE NORTH, NEW HOPE, IVIN 55428 ..—. -- .1. . AND ENGINEERS 155331-51-5,k.201 n--, a6.& KM2 -4d=— I dr ma mom Stantec nI M � I W � =1 =d ; -U�= KELLIE IL WHOEL "Jan ww'17 Dep BNfHa17 Drlrrt ACDWN Crack CUM N.M CIVIL DETAILS Scale. MA C8,02_ N'k36-dab0f,elllrlgrbtl,lwAR329&YeaequalL I-dNemAMODWonsk,m1ngterdun I%and R329M fur Oft -A Mod VdW 1711MM (Ww Omits s w P& MH - SR in Ilam Back Of Cwh W. m.,-r.rl—R.*eCa ,aZ"3' b6hifil BeadCubOW. W. T b&M Rdreiv ar ishL MH" ul- Mhhstl us* Gf Curb Mldn d2 nv�ir— at 6 HDPE o*uh—t rhpL No shim alwel PLAIN ., pg Pa db m r"r.& I b.-I�.ndir�kb Wp V. 121W ft edxaeded 21,cadsd PenlnF aquaL Varlet pJ loam 1A marhalleto hem 3.A= w lwqa '. s vremdealmeoe seam Man flitdNaf arAM �W 36ftad—b.W-W r 7 Mlnl— nieb didrresry fil w W dwok, 'hick— v far . h 4'd depth greAa d- IN, SECTION Da*— shill be cmubd w bNh TYPE 11 CRTC 3H BASIN MANHOLE SEPT 2OL7 Stantec GiTY OF NEW HOPE, MN FiFs NEW POLICE DEPARTMENT AND CITY HALL CITY OF NEW HOPE 4401 XYLON AVE NORTH, NEW HOPE, IVIN 55428 ..—. -- .1. . AND ENGINEERS 155331-51-5,k.201 n--, a6.& KM2 -4d=— I dr ma mom Stantec nI M � I W � =1 =d ; -U�= KELLIE IL WHOEL "Jan ww'17 Dep BNfHa17 Drlrrt ACDWN Crack CUM N.M CIVIL DETAILS Scale. MA C8,02_ MN A .M HYDRANT SHALL BE WATEROUS PACER HYDRANT FLAG NOTES: 1. AN watermain hole are to be stainless AND EPDXY COATED BASE. WRAP 6. uza 112"R 3 '•'' ' sin If I' I I)ROP LID TOP steel Or City approved equaL 2. Provide polrwao araald all fittings and gape valve Ilooeeu.tl"" 3. 75 Minimum cover required Over top of waffi main. 4. Raalrair tee and valve with megalug Carte'1 eGLal) thrust rL-straints. I Ell Adjust top t03/8' belower m grade. Box be set to 1. Shape of book W buttnns sons w as bav as RPE ""dvN"betl Bz Y. DtrlYwWdkP pl whhould be a IaeiBseMswn. ]Y 4. P'rovkis paystlry]aw tesla314 ORKM tllSp- 5. OR��w#Ir24"1D' Ip" mwtmlrft egwL a. No I°vG to BURESS DNMENSIONS TT 1 BDID 4Y BEND BO' BEND a D B D s D B' 1-17 V-1' 1=E s' 03-1 3'-0'%L6 6 3-4Grade MAGNETIZED TRACER provide 12' of adlLaUnen. ap'"ate ".L •'A COPPERHEAD GAIT= VALVE BOX SHALL .' ! a - a- nets I. tR-Ry \\ y7R a .' i STAHCNiD5EC1N:N ! �: J `•, THROUGH GRIYPNAr '.' •' • ._ .. • BE GIST IRON. Gate valve boy, screw type. 3 piece, 5 1/4'shak size G box, 7LW extended, #6 ExTENSION round base Gabe valve adapter: 114' Resliant Wedge Valle steel with protective C -SOD 0 standards n Alas g C-509-80 standards coating, nd;ber gasket a - 8ee A PLAN 45' TO 90- SENDS A PLAN 22 112- TO 45' eENl75 m :�" Ya He ( O Pia@ s4 nHa a ciR,n rAsxr esti emacs utrw Installed between the gate valve and gate Valve adapter. ROCK WITH FABRIC0bh ON TOP BCTTOMTRACER Fmride wpsana� PoYxIaT"R F a _ ° aRorh!e ilh 3'�axwa"a Son erhere'Mar irrca6 arm iHea 3' N8N wme baeeen mivcte end A per' "..: A NOTE: Curb to receve white cure coat after fomting and back of curb BASE EGALU BOLTS. to he "stabbed" at joist bcaJOns to promote cretddnq at joints O 10° M ; -D UND EWIN CONCRETE B' CONCRETE BLOCK CONNECT W. -N. +:. B" lone. black SECTION A,4 RAN 0" TO 221N2- BENDS Starybet CURB AND GUTTER seer 2017 � S't"df1t2G GATE VALVE AND BOX INSTALLATION �r x17 �. xo17 O {JiLaTIL2C CONCRETE THRUST BLOCKING utt ata 5' STORZ HOSE COUPLING. STORZ CITY OF NEW HOPE, MN CITY OF NEW HOPE, MN srRh] CITY OF NEW HOPE, MN WAT 3 WAT-6 HYDRANT SHALL BE WATEROUS PACER HYDRANT FLAG WB -57-230 WITH 16' TRAFFIC SECTION AS SPECIFIED AND EPDXY COATED BASE. WRAP HYDRANT BARREL IN POLYWRAP TO CONNECT TRACER BREAK OFF FLANGE. WIRE TD SNAKE PR 51 MAGNETIZED TRACER DRIVEWAYBOXBOX BY TOP NUT COPPERHEAD INDUSTRIES C4 TOP CURBwow BACKFILL i0 BE TAMPED STAINLESS STEEL 2 3, i FOR HYDRANT It ;� VALVE ASSEMBLY ONLY. COR -BLUE s^ IFAO REQUIRED FOR GATE VALVE ALL OTHER ADAPTER BOLTS. O 10° M B' CONCRETE BLOCK CONNECT MAIN TRACER 2 CUBIC YARDS MIN. 1-1/2" WIRE WASHED ROCK MNOOT SPEC. USE NEGALUGS AT ALL JOINTS, 3149 TO MIN. V ABOVE WEEP INCLUDING SUP CONNECTIONS HOLES. COVER WITH MNDOT SPEC 3733 TYPE 5 FABRIC ALL HYDRANTS SHALT. BE FURNISHED WITH STORZ NOZZLE COMPATIBLE WITH 5' STORZ HOSE COUPLING. STORZ ADAPTERS WILL NOT BE ACCEPTED. HYDRANT so12017 ,SfiaETteiC M1! Hq CITY OF NEW HOPE, MY WAT-11 s VARIES BLVD VARIES ` I VARIES _. I 4" CONCRETE SIDEWALK S" SALVAGED ROADWAY RECLAIM MATERIAL SUPPLEMENT AGGREGATE BAST: CLrS AS NEEDED ! GECITEXTILE FABRIC, TYPE VJ Grade Amw jrL ^ I �l ^w9 n Main Baptl Mach. asst �IF� t nb abet ranular flllydmum 2' /� 45' Bend, Copper Clod Steel Trgpm /10 45' Bend granular NOTE All ltltkrp shall be fuel- bmeded epoxy Rooted duatlle Iran to meet or meed ANWAWNA 0550 and ciia/A27.1I6 requirernente. Mavolugs will it$ be dkn!ed on IeW CIP water mOln. Select granular will be regrbwd bsdeesn bqulotbn, Yair,, aln and obetructli All berrWe shall have megplugs with blocking and poly-woap NI ealarma[n baNr shpt[ be oar -blue. Troyer WIrw ehaN be taped to 6eNarn of wehrmaln pipe wary 20'. F,,LW 5'TRAIL BLVD YAR1E$ VARIES VARIES VARIES I VARIES 3" SP 95 WEARING COURSE (2,B) (SPWEA240B) 6" SALVAGED ROADWAY RECLAIM MATERIAL --j SUPPLEMENT AGGREGATE BASE CL -5 AS NEEDED GEOTEXTILE FABRIC, TYPE V CONCRETE WALK CONSTRUCTION NOT TO SCALE COMMERCIAL CONCRETE DRIVEWAY/PAVEMENT/APRON SECTION I12' T CONCRETE PAVEMENT 6" CLASS 5 AGGREGATE 645E SELECT GRANULAR BORROW MOD. WATER MAIN OFFSET W/ MEGALUGS seln•xa17 StaTTL@C 11 r— CITY OF NEW I WAT-10 VARIES — B61B OL CURB 5 6" PERFORATED PVC DRAINnLE w/SOCK 4-112" -SP 12.5 WEARING COURSE (SPWFA2990 TACK COAT 2 --SP 12.5 NON WEARING COURSE (SPNWB230B) '8' CLASS 5 AGGREGATE 645E 18" SELECT GRANULAR BORROW MOD. GEOTEIM E FABRIC, TYPE V TRAIL CONSTRUCTION NOT TO SCALE PARKING LOT CONSTRUCTION NOT TO SCALE COLORED CONCRETE PEDESTRIAN CROSSING SECTION TYPICAL STET SECTION CONTINUOUSLY CONTINUOUSLY REINFORCED (SEE ABOVE) CONCRETE PAVEMENT WITH EPDXY COATED #4 REBAR 12' OC 10" CLAM 5 AGGREGATE BASE NEW POLICE DEPARTMENT AND CITY HALL CITY OF NEW HOPE 4401 XYLON AVE NORTH, NEW HOPE, MN 55428 n WOLD ARCHITECTS AND ENGINEERS h SAa Prem suN... Yea". x51 0. [bbrs4=emnn_ ...,a l Ire 5w am r�..ryoenHAY rr.d.neoar s^, vn:aewse rre°.m M eagsx.aF ENGINEER Eela,. abuw„ea .aoear..^a"„smmo NimaFWa. YELUE Y, saleLeGEL ---L 411Moe" I.W7 Cann: QrAa7nr]er]655 hlak: uVQlA17 or.ea: Acmxwa (!�/ Chad Cwt none CIVIL DETAILS Sate: NA C8.03 u CONNECT IB" PVC TO CHAMBER END CAP PER MANUFACTURER'S 18" PVC CAP' -,SPECIFICATIONS 6" BELOW FINISHED GRAD - METAL LOCATING ROD INSTALL 2 PER STRUCTURE IS" PVC PIPE (SCH 18'X SB" FVC T TSU 18" PVC C ACCESS STRUCTURE 1 rfFrk SEUMN CURB AND GUTTER INLET 6' PVC STREET DRAIN TRE WITH SOCK (SC!H 40) DO NOT CC\NECT TO FILTRATON CATCH BASIN CLASS 5 SAND REMOVABLE B' 9D" BEND-- (DO ENDS(DO NOT USE PIPE ADHESIVE) CORE DRILL HOLE IN; T� STRUCTURE IN FIELD 48' DIA, FILTRATION CATCH' BASIN SEE STD"7 FOR CASTING TYPE RIM TO SUMP VARIES. SEE STORM SEWER PLAN & PROFILE SHEETS PVC PIPE (STN 40) 10" DIA. INSPECTION PORT PER MANUFACTIIREICS SPECIFICATIONS PERFORATED DISTRIBUTION PIPE. 51" WIDE X 30" TALL. STORMTECH SC -740 OR APPROVED EQUAL. ANGILARSTONE PER MANUFACTURER'S SPECIFICATIONS RTW 1433• (INP.) Y WIDE BOULEVARD ]A' WIDE FILTRATION TRENCH 6" SOLID PVC CDU ECTION 6" PERFORATED PVC COLLECTION PIPE Wt SOCK 6" PVC STREET DRAIN TILE WITH SOCK (SDR 35) CONNECT TO DOWNSTREAM CATCH BASIN ®MW 15 48" DIA FILTRATION CATCH BASIN WITH T SUMP CBMH-12 48" DIA CONNECT TO EX. 12" PVC A fA I l 18" DIA. ACCESS i STRUCTURE I A WITH 2' SUMP I SEE DETAIL TD LEFT 10" DIA. I A INSPECTION PORT PERFORATED DISTRIBUTION PIPE. 51" WIDE X 30" TALL STORMTECH SG74D OR APPROVED EQUAL TRENM IV Y TYP. I I V WIDE TYP. S .. ,WRAP 1 cT I PERIMETER OF FILTRATION TRENCH IN '�QI . a R. Jif I- Il�dl�ll. ANGULAR STONE PER MANUFACTURERS • ty�S`�w • lhiT a If ri Y'" f II1L 1 ll-CATIONS1--STORMTECH Sr_740 OR EQUAL, 51- WIDE X 30- TALL PERFORATEDlJ=. JIL WRAP IN NONMOVENPETER x r FAMM PER MANUFACTUREIVSSPECIFICATIONS+ a ®MW 15 48" DIA FILTRATION CATCH BASIN WITH T SUMP CBMH-12 48" DIA CONNECT TO EX. 12" PVC A fA I l 18" DIA. ACCESS i STRUCTURE I A WITH 2' SUMP I SEE DETAIL TD LEFT 10" DIA. I A INSPECTION PORT PERFORATED DISTRIBUTION PIPE. 51" WIDE X 30" TALL STORMTECH SG74D OR APPROVED EQUAL TRENM IV Y TYP. I I V WIDE TYP. CONNECT B" PVC TO END OFCPER 'MANUFACTURERS 'S rFI 1 1 M T;P;I. _ B ANGLEAR STONE PER MFGRS PLACE 2 LAYERS WOVEN GEOTEXTILE FILTER SPECIFICATIONS SPECIFICATIONS FABRIC BELOW CHAMBER PER MANUFACTURER'S _ 8" 45° BEND (2) 2% SUBGRADE SLOPE TO COLLECTION PIPE SPECIFICATIONS MIN. 18"SAND FILTER MATERIAL*" u SURROUNDING DRAINTILE WRAP IN NON WOVEN GEOTEXTILE FABRIC CLEAN OUT W/ METAL CAP 6' PERFORATED PVC l2' RCP (IF APPLICABLE) BURY 6" BLOW GRADE COLLECTION PIPE WITH SM' SEE STORM SEWER SHEETS �VSOLED PVC OISTRIBLTTION PIPE UNDISTURBED OR COMPACTED 'INSTALL CLEANOUT ON UPSTREAM END OF FILTRATION TRENCH SUBGRADE FVC COtLFCTOR PIPE niw>rmN NOT TO SCALE "REPLACE TOPSOIL WITH TYPICAL DRIVEWAY SECTION PER DETAIL STRA WHERE LOCATED THROUGH DRIVEWAYS "USE IRON -ENHANCED FILTER METRA IN LIEU OF SAND FILTER MATERIAL ON GETTYSBURG AVENUE NORTH FILTRATION BASIN FILTRATION TRENCH rYandL NOT TO SCALE NEW POLICE DEPARTMENT AND CITY HALL CITY OF NEW HOPE 4401 XYLON AVE NORTH, NEW HOPE, MN 55428 WOLD ARCHITECTS AND ENGINEERS i5wL-S.— •- mS r�_r.1i 6flm2 wHav,tae 1 303 924 8100 Stantec epNe.eran�imse� mM"��o,"a� EN®NEER adruer..bn.er N��umk Y. SC14LEOM LEamcwmlor. 4IN0 aeo mWM17 Nw:R19E7M851D3Bs5 o.ce: 4nxnmr G_: _.fiG22ujyYS CMck: CWL Nmh CIVIL DETAILS C8.04 1 cT I i � I I 0 1 A 1 CONNECT B" PVC TO END OFCPER 'MANUFACTURERS 'S rFI 1 1 M T;P;I. _ B ANGLEAR STONE PER MFGRS PLACE 2 LAYERS WOVEN GEOTEXTILE FILTER SPECIFICATIONS SPECIFICATIONS FABRIC BELOW CHAMBER PER MANUFACTURER'S _ 8" 45° BEND (2) 2% SUBGRADE SLOPE TO COLLECTION PIPE SPECIFICATIONS MIN. 18"SAND FILTER MATERIAL*" u SURROUNDING DRAINTILE WRAP IN NON WOVEN GEOTEXTILE FABRIC CLEAN OUT W/ METAL CAP 6' PERFORATED PVC l2' RCP (IF APPLICABLE) BURY 6" BLOW GRADE COLLECTION PIPE WITH SM' SEE STORM SEWER SHEETS �VSOLED PVC OISTRIBLTTION PIPE UNDISTURBED OR COMPACTED 'INSTALL CLEANOUT ON UPSTREAM END OF FILTRATION TRENCH SUBGRADE FVC COtLFCTOR PIPE niw>rmN NOT TO SCALE "REPLACE TOPSOIL WITH TYPICAL DRIVEWAY SECTION PER DETAIL STRA WHERE LOCATED THROUGH DRIVEWAYS "USE IRON -ENHANCED FILTER METRA IN LIEU OF SAND FILTER MATERIAL ON GETTYSBURG AVENUE NORTH FILTRATION BASIN FILTRATION TRENCH rYandL NOT TO SCALE NEW POLICE DEPARTMENT AND CITY HALL CITY OF NEW HOPE 4401 XYLON AVE NORTH, NEW HOPE, MN 55428 WOLD ARCHITECTS AND ENGINEERS i5wL-S.— •- mS r�_r.1i 6flm2 wHav,tae 1 303 924 8100 Stantec epNe.eran�imse� mM"��o,"a� EN®NEER adruer..bn.er N��umk Y. SC14LEOM LEamcwmlor. 4IN0 aeo mWM17 Nw:R19E7M851D3Bs5 o.ce: 4nxnmr G_: _.fiG22ujyYS CMck: CWL Nmh CIVIL DETAILS C8.04 MN 6 J, 5 PLANT LEGEND I.sT„L oELlououssxXof Toffs-zs•cu., • RV.Lxmenn[afT GadiYaup. TllaraYlmF]I ova � aX Jv i1�'m.MutElSIExNR GYX wmf W0.MIFE0.0�Tp1lS-•,xT.a 6 e Jir< tislraxc }'� O�MfMlAC TR6-9•rJL,e sa IY IS/\aJf�{ "rang IXnaenvY oxd `crvea@iun°fpauin.m � i9wri xE�iv°a Lanc Sy�nBa rrmin MV g� dXmY0V5 xxpuhE-3-E •aL CWT.,3�aLISN, 1E % n�nuece oow� ra, cem� r.�nm xma� 'Ac Tsoxur E14PAICMmmo [uXEysYOaF LeN[�nf�xsNxMm'R�m.f* pNYRF N6EW YGC 6vdnoa nreYrn'WNn' rxOr'E EE5t5LxY y� Ywnu mNn®w {-y fKSXRRM SlM115-]G/,L ovtT.,i-0'6C, 101. 9.55 '•+ 9RGOIAIIfEPfR ]unlpGsrvs xhMn�N W0. a y sun Mia0.4Yircwmnpad TWMTWxswvfsi Lmsz mN'x Tu]nW] PYNiNXinl9-m1 o0. /9 COxT-18'SE a. 6 IS 0�RM[XTALGxWf5 Ihn Rnntl Grq SriM 6r�n. Gm{®ud,M�Jrvs dAYLILY x Ruhy SxNd, Stalled gxgn iu�iuf nN ]N'm EniM StlNA nom. MISSIwIxM SIGE uurRa>p. F9SSTIXGTmm •..a•••Mmmmm X11 InL n . � JI i II C.ONCRET 1 ,I 0 BASKETBALL COURT TO REMA:N' -, NEW POLICE DEPARTMENT AND CITY HALL CITY OF NEW MOPE 4401 XYLON AVE NORTH, NEW HOPE, MN 55428 won, AND ENGINEERS IS).41'4delrroW SoF 20: Prrrn. bknio BPTY� xoNrmm � 3f!'mEN9110 stantec lAHDDffiCAPE ARCHITECT un•.un rre.e,nu r Mlnn d.. TODD R.WICHMAN w. 1.6u — xExrmn IfxlNom Carom XT96oTn6amam6 W Dela: BrsZ1mn D— I F clack TW Nrlh PRELIMINARY LANDSCAPE PLAN 0 20 40 swk L1.01 GE^4RAS 1. CONTRACTOR—DVERIFYALL UNDERG UTILITY LOCATIONS PRIOR TRT COMME CONTACT GOPHERS -ATE ONE AT (651 2. CONTRACTOR STALL VERIFYALL DIME SITE CONDITIONS SHOWN ON PLANS I A CONSTRUCTION. NOTIFY OWN EAS RE M N OF MAIOR DISCREPANCIES THAT WIL CONSTRUCTION OPERATIONS. 3. CONTRACTOR TO REFERENCE IRRIGAT SPECIFICATION. PROVIDE DETAILED B DESIGN FOR REVIEW AS STATED IN TI MANUAL 1. CONTRACTOR :5 RESPONSIBLE FOR CI OFTHE INSTALLATION, DESIGN, AND ' THE IRRIGATION SYSTEM WITHIN LIN 5. PROVIDE IRRIGATION FOR ALL SOD AI BEDS AS SHOWY ON PLAN. 6. DAMAGE TO PROPERTY FROM IRRIG91 MUS BE REPAIRED AT NO COST TO T 7. PROVIDE DRIP I RRIGA::ON IN PLANT B. WATER FROM IRRIGATION SYSTEM SH OR SPRAY INTO ROADWAYS, SIDEWAI STRUCTURES SUCH AS BUILDINGS AN 9. IRRIGATION CONTROLLER LOCATION' a DETERMINED. 10. COORDINATE POINT OF CONNECTION WITH MECHANICAL CONTRACTOR. TENNIS COURTS A IRRIGATION LEGENC LAWN/SOD - SPRAY IRRIGATION Le HUNTER ROTAR` { / PLANT BEDS - DRIP IRRIGATION BASKETBALL COURT NEW POLICE DEPARTMENT AND CITY HALL CITY OF NEW HOPE 4407 XYLOY AVE NORTH, NEW HOPE, BAN 55420 IM i51314in: S,nc. Suirc 29: Lk.m.Cda,d,AI,M! .Ad,n.mn I EPI W. swo C, stante4c. i mivrehY� VN�V•ly� n�vortMlwhn' nvvn�� M Y LAN09CAPEARCHf1ECT uraru.iv..aluva.ma Nlnneeola. TDCC R. M.M Lesm N- 19541 Gvly %1%!101] 1]!m]1193e0Na o.�: elwml] rW,�1 Cans KB cb-* Tw N h PRELIMINARY IRRIGATION PLAN 0 20 4D ani L2.01 MN i ! I LOWER LE�/EL PLAN — 1MREf+ iA 0Q 0 E O u 101 CITY HALL CRY OF NEW NOPE 44o', xYLON AVE NORTH, NEW HOPE. MN 55428 ■ Q� YlQAAW-4rniCM AIR] UNGMEM A1ft�w�:k�u W'hRe Nw N.MYA4 o- MN fg------ -_ i�i A I 1 1 I mal /1 MAN LE 6. PLAN -ARF A V6, - r-0• � Q - --- -� 00 NEW POLICE DEPARTMENT AND CITY HALL CrrY OF NEW HOPE 440: %YLONAVENORIi, NEW NOPF, MN 55926 Te. -11� - i MN 0 ,da 4 MAIN LEVEL PLAN — AI¢SA B F2 i� - ra• NEW POUCE DEPARTMENT AND CITY HALL CITY OF NEW HOPE 4"l —ON AVE NORTH. NEW NOPE, MN 56926 i VX LD ARCHITEM AND ENS +nsra....xr�.we�9e Ft-Ai.lb9ln: A Y T T Y Y T� T "Y"Y `i T T NEW POUCE DEPARTMENT AND CITY HALL CITY OF NEW NOPE u01 MON AVE NORTH. NEW HOPE. MN 55429 z V4LD ARCHMM A ROOF !°L�TI F1 �•.iw•�ir+ in MN NEW POLICE UEPARTMENTAND CITY HALL "rte' CITY OF NEW HOPE 9401 XYLON AVE NORTH, EAST EL9/ATION 4 PUBLIC NEW HOPE, MN 55428 AB ve• • r-0 GOND ROOM �–�--r� EAST ELIWATIDN — — — — $1 PARTIAL NORTH E�EJATION 0 GH D1 1/p . r -a• MAIN ENTRANCE 6 1/�•r-0• MAIN ENTRANCE WLS.RARUNfTCI& A!@ ENi3[71lfiAY 9u.�.r...m.a Fj LLE LAnON KEY P4^74 EXTERIOR ELEVATIONS All MN YW�ST �LEVAT:ON G4 vs' • r -u^ �� ePAIiTAL. eoLrH L'LEVATiON ® rH Ati i . ro Sir PARrW. SO rH ELEJATION 0 TO _ T1 4=, � kil o .a EL -VAT 7N 1V' PUM CITY HALL W;")- V=1)ARMVrW= IUJR EIdifQ,lEEl6 sbts:...a...sarRrK Fwnf�,Qf 1115: 6RYItll, YYATNNI �lIRI� p1� 'u� � ccru�v, m ee enmc n 13 4- 1. NEW POLICE DEPARTMENT AND CITY HALL CITY OF NEW HOPE 401. XYA AVE '4ORTH, NEW HOPE, MN 5$428 Z Z_ %: chilect r 1 aer Ing i n a e r %: Z, , =A,�. Z: `7 7- =,"AkZ::, Q�d68 C_0 .'I Z 'A, 1: '_' �.A N LUMINAIRE SCEEDULE Z vm WW- - - Z: z: tlz 4,. PHOTOMETRIC SITE -Z Z PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MAINTAINED OPHOTOMETRIC SITE PLAN- MAINTAINED FOOTCANDLE LEVELS FOOTCANDLE LEVELS NOT FOR CONSTRUCTION El EXISTINGL SWINC�!;'AR%E ZEALAND AVF r 'FUTURE PICNIC -SHELTER POTENTIAL PARKING STALL COUNT AREA REG, HANDICAP T-TAL : I L J N. EXISTING BASKETBALL/ti VOLLEYBALL O COURTS EXISTING TENNIS COURTS PLA AREA % % Trr"T SECURE PARKING;P- R �- i P ID L I C-E- WESTMETRO DEPAiZTMENI PARKING 26 STALLS 2Y 1 I STALLS UNDERGROUND -E, SIALLS WEST METRO FIRE & RESCUE CITY 7 STALLS PU PARKING[j I t 5 STALLS ni. ..o- XYL0�4--AVFEIS 'JI Jn- j 7� P S AN PROMENADE -7 FUTURE CONNECTION TO CITY HALL PARK GATEWAY IMPROVEMENTS HYVEE PARKING New Hope, MN Civic Center Park Master Plan SKATE PAD STALLS '-;T;A L FRONT FIRE STATION 6 = 7 BACK FIRE STATION 26 0 25 SOUTH BASKETBALL COURTS 15 0, 25, 'UNDERGROUND POLICE 0 •MISTING 27 217 P SKATING RI�K (WINtE MAIN PUBLIC LOT 110 60G PARk tSUMMg-R) PUBLIC POOL PARKING. 6's 4172 i C, 293 77-1 7 XST'�G -;SKATIZ RINK (WIMNtE ()G P?,R- k (SUM g 7 -- NON -PROGRAMMED. PVA�iK� PARKLAND .1 ENTRY PLAZA t �; E s -� -� _ W/ PICNIC I-ArNS fitYet PARK CITY POOL *LuLk. POOL MECHANICAL BUILDING I.Z w 0 LTi r N'OWPROG�AMMED E ARKLA:ND CONCESSION4 WINDOW BATH HOUSE WITH RESTROMS -1 - - - 4O �1 PARK TRAILS FUTURE PUBLIC ASSUMPTION PARKING CEMETERY 12 STALLS STREET PARKING—\ 11 STALLS M14,A -T V V1 ON AVE 7 TOTAL PARKING: 293 STALLS FUTURE PARKING: T2 STALLS 0 50 1 00ff TOTAL POTENTIAL STREET PARKING: I I STALLS SEPTEMBER 2017 Stantec u rr -.- - T V) a I,'IL- _ - 'I - u0 CA Un U F- Ln j JW ru +•"' �� ' LO ry LO 00 a' 7 ...1 o 00 of Date. 09/18/2717- 1:O9pm ravvingname:V:\1938\acttrve\193803855\CAD\Dwg\793803855_PoNngtgu .dug refs:. 193803B55-XSNO. 193803655 BLDG. 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F • MN 55113 fmteccan Ornamental Screening Fence Option 'A: Ornamental Screening Fence Option W A/ Ornamental Screening Fence Option `C' 010I- ORNAMENTAL STEEL FENCE Montage Plus ornamental steel fence has the versatility to fit many different project applications. With its ability to traverse varyinggrades, variety of distinct product styles and unmatched coating performance, Montage Plus is the preferred choice forornamental fence. v `._, FENCE PRODUCTS AMERISTARFENCE CDM 1 888-333-3422 A55AABLOX the global leader in door opening solutions C4 Z C1 1-w �C r� Is 4z 9 Commercial Developments f Self Storage Apartments (Multi -Family) y Parks & Recreation Schools & Universities AMQiLS1'AR New Hope, MN- 6f ht. Ornamental Fence/Screen Stantec 1 nn nn Vertical Pivot Gate _ s k ."y •i.� J. _• _79 J 11 1111MIA� c I t I I -- �� ■ �� Y �� . 7,W� S'/�Il�lMtn Y _ Values shown are nominal and not to be used for installation purposes. See product specification for installation requirements. 16Y2" [419.1mm] I 2 28Y2" [723.6mm] + Varies with Standard Height Heights T (2133.6 mml. 8' [2438.4 mm], 912743.2 mm], I 10' [3048.0 mm] 1 O f 2" [50.8mm] Nom. yl I.i 36" [914.4mm] Min. post setting ,' I ::I C �I I. 4, ,. 2 a" [54.0 nun] 7./s" [ 54.0 mm] IMPASSEII RAIL (12 Ga.) 8'[2438.40] O.C. Nom. 3Y4" [82.6mm] Typ. ��• NOTES: •I I.. a 1.) Additional heights available on request 2.) Third rail optional. (Some heights noted require the third rail.) •" .U� 3.) 3" [76.2 mm] x 12Ga. I -Beam recommended for 7'[2133.6 mm]& 8' [2438.4 mm] heights. 4" [101.6 mm] x I lGa. I -Beam recommended for 9'[2743,2 mm] & 10'[3048.0 mm]heights. Base Material Uniform Zinc Coating (Hot Dip Galvanized) HIGH SECURITY STEEL FENCE IMPASSE II GAUNTLET 213 -RAIL L' DR: 7�cj SH . 1 of 1 SCALE: DO NOT SCALE CK: Date 04/13/2015 REV: C IMPASSE R—Rail (see Crass- Swfiaa Be[aw) IMPASSE U I -Beam Post Q 2-" [69.9 mm] Pale (14 Ga.) IMPASSE7I'RAIL Specially formed high strength architectural shape; lower lip contoured to carry - Steel Cable and/or Sensor Cables for security. IMPASSE II"` PALE — Specially formed high strength corrugated shape; resists prying or bending; bolt holes recessed to prevent chiselling of bolt head. 8%4 IMPASSE. U' POST Specially formed I -Beam, pre -punched for multiple rail options. SECURITY FASTENER —� Stainless steel security nut prevents tampering or removal by normal tools. 1555 N. Mingo MI! I AMERISTAR® i Tulsa, O 416 22 www.ameristarfence.com Zinc Phosphate & Conversion Coating Epoxy base coat "No -Mar' Polyester Powder finish coat HIGH SECURITY STEEL FENCE IMPASSE II GAUNTLET 213 -RAIL L' DR: 7�cj SH . 1 of 1 SCALE: DO NOT SCALE CK: Date 04/13/2015 REV: C IMPASSE R—Rail (see Crass- Swfiaa Be[aw) IMPASSE U I -Beam Post Q 2-" [69.9 mm] Pale (14 Ga.) IMPASSE7I'RAIL Specially formed high strength architectural shape; lower lip contoured to carry - Steel Cable and/or Sensor Cables for security. IMPASSE II"` PALE — Specially formed high strength corrugated shape; resists prying or bending; bolt holes recessed to prevent chiselling of bolt head. 8%4 IMPASSE. U' POST Specially formed I -Beam, pre -punched for multiple rail options. SECURITY FASTENER —� Stainless steel security nut prevents tampering or removal by normal tools. 1555 N. Mingo MI! I AMERISTAR® i Tulsa, O 416 22 www.ameristarfence.com DCMm25 High Security Vertical Pivot Gates Durable, Secure Commercial entryways 7-4 DCM-25 1 15 volt AC with DC batrtery► backup ?ilt-A-Way vertical Pivot gates are designed to meet the security and aemhet] c objectives for all commercial security requirements.. Engineered to withstand severe weather and high winds, Til# -A -Way represents the unparalleled security expert ecurr ty expert se and conrr<rtltrnent to quality required by discrlhninating Installations such as airports, m1litary, FAA, municdpalltles. nucdear giants, courthouses, gated communities, mini storages, and residential properties. fi�LT*� a r AESTHETIC APPEAL. UNPARALLELED PROTECTION. Traditional security fences of chain link or wire mesh are no longer enough to meet todays increased security demands. Ameristar's Impasse II security fence offers the resistive strength of heavy-duty steel pales secured vertically to a framework of specially formed rails and I-beam posts. The stylish design of the Impasse II, combined with its strength and security, provides a successful first line of defense. Primary applications for Impasse II ornamental steel fence systems include: Military sites Government Facilities Petroleum & Chemical Facilities Power Plants & Substations Airports Data Centers Ports of Entry Water Treatment & Storage Ej TRIDENT" The Impasse Trident pale rises above the topmost rail and terminates with a menacing triple pointed splayed spear tip. The intimidating look of the Trident corrugated pale is a visual deterrent to any who would dare to intrude. 3 -RAIL PANELS 16', 7', 8', 9' & 10' HEIGHTS I M 6', 7'& 8' HEIGHTS STRONGHOLD TM The blunt; slightly rounded tip of the Stronghold offers strength when necessary, while providing safety and security to the general public. The Stronghold features the same structural configurations of its high -security counterparts. ..illlll10,.111111' lllllll ll.l Illlly. lllllllI,,Mh ,'," ..,'".^.11 III111)1111i[S I I I I I I I I I I I I I I I I I lof 1111111111 1 1 1 1 1 1 IIll 11111111111111 a l l 111111 IIIIIIII!lllllryllllll 3 -RAIL PANELS 16', 7', 8', 9'& 10' HEIGHTS 2 -RAIL PANELS 16', 7' & 8' HEIGHTS Gauntlet is designed with high -tensile steel corrugated pales that rise above the topmost rail with an outward curve and terminate with a triple -pointed splayed spear tip. The outward curved pales discourage attempts to gain access by would be intruders. ANTI -SCALE OPTION The Impasse Il Anti -Scale fence system has decreased pale spacing which helps deter the assailant from climbing, and increases the delay time when trying to cut or pry through the fence. COLOR OPTIONS BLACK BRONZE SAND Custom colors also available WHITE 6', 1', 8', 9'& 10' HEIGHTS 6', 7'& 8' HEIGHTS 4 TM '~ PERMACOAT I I Impasse II is protected by the unique PermaCoat process. Our PRE -GALVANIZED STEEL BASE MATERIAL is subjected to an 11 -STAGE PROCESS to cleanse & prepare the steel for a DUAL TOP -COAT FINISH. PermaCoat's corrosion resistant abilities far surpass those of painted surfaces and have a "no -mar" polyester powder top coat. This dual coating not only provides RESISTANCE FROM WEATHERING but also reduces scratch & burnishing J marks typically encountered during shipping.- - Iry ONCE COMPLETED, THESE 7 -STAGES WILL HAVE REMOVED EVERYTHING FROM THE SURFACE OF ' THE STEEL THAT MIGHT INHIBIT THE FINISH FROM I� PROPERLY ADHERING DURING THE NEXT 4 -STAGES ALKALINE WASH FIXIDINE RINSE ZINC PHOSPHATE CLEAR WATER RINSE NON -CHROMATE SEAL CLEAR WATER RINSE DRYING OVEN OF THE COATING PROCESS. Cleans metal for proper Rinses excess alkaline priorto Corrosion resistant layer that A bit of clean H2O to prep Barrier to prevent moisture Final wash in H2O to remove any Eliminates all moisture prior adhesion of zinc phosphate zinc phosphate application assists in bonding powder coating for the next phase from reaching base metal excess debris or particles to double coating 0, ,. Corrosion occurs more easily without the proper preparation & protection, which is why Ameristar has put our fence products to the test based on ASTM 6117 standards. The results speak for themselves Z too LLJ �... �. ' 100 t` 168 x200 C7,50 3 500 EPDXY POWDER COAT EPDXY GEL OVEN POLYESTER POWDERF ., (HOU RS HOURS HOURS HO FINISH CURING OVEN URS Epoxy powder is Powder is gelled & cured TGIC powder is Seals finish for years of •:_y electrostatically applied to finish coat electro -statically applied maintenance free use PAINTED STEEL PRIMED & PAINTED STEEL SINGLE COAT PROCESS SINGLE COAT PROCESS PERMACOAT PROCESS ea m :�.»�� Iron Phosphate + Zinc Phosphate + Zinc Phosphate + "� Polyester Powder Coat Polyester Powder Coat Epoxy Powder Coat + Polyester Powder Coat 9 G l.earrr mire onfiire at itinerrstarftn ce. cam or by 00.321.8724 �I I1rTI'kSSE II' I Higb err=ufity Swell PMisade Fc_ricc # e Impasse II panels and posts are manufactured using HIGH -TENSILE PRE -GALVANIZED G-90 Each component has been ROLL -FORMED into a unique profile that yields significant strength properties. impasse II's distinct design enables the fence to TRAVERSE AGGRESSIVE CHANGES IN GRADE IN ORDER TO MAINTAIN SECURITY along any perimeter. Each connection point of the Impasse II system is secured with TAMPER -PROOF FASTENERS providing the HIGHEST LEVEL OF SECURITY & VERSATILITY. FASTENER Security fastener prevents tampering or removal by typical tools 1 -BEAM POST Specifically formed I-beam; pre -punched for rail attachment with pass through integrated design features POST CAP Cast aluminum cap adds beauty and provides closure STEEL PALES Specifically formed high strength corrugated architectural shape resists prying or bending; bolt holes are recessed to prevent bolt head from chiseling 11J HIGH STRENGTH RAIL Specifically formed for strength through architectural Impasse/I Gauntlet shown shape; lower lip contoured to conceal & carry security elements such as anti -ram cabling, IDS, etc. PRI VACY SCREENING OPTION A security fence should cover multiple aspects of perimeter security, which is why Ameristar created the steel privacy screening option for its Impasse high security fence system, Secured by each adjacent pale, the overlapping design achieves the maximum level of opacity for visual screening. RAKEABLE VS STAIR -STEP Biasability at a minimum of 25% that requires no additional assembly. This unique feature eliminates unsightly stair -stepping panels. Fully rakeable panels Stair—stepping panels DESIGN INTEGRATION The Impasse II framework is a raceway for wiring, conduits & security cabling required around the perimeter of a project. This integrated design eliminates the need for costly trenching & boring becoming a value added solution for perimeter security upgrades. (inside of rail shown above/ view from protected side) When installing these security elements use Impasse II as a platform. Cvmmunicatien & Video Cables Intrusion Detection /Fiber Optic Cables r Access Control Wiring Conduits Anti -Ram Cabling (Stalwart IS) Certified by the US Department of Homeland Security as a method of risk management against acts of terrorism waau�►��y � titin4�, Ameristarslmpassell is backed by over 30 years of excellence in the fencing industry M MADE III USA Ameristar products are manufactured domestically in Tulsa, Oklahoma Manufactured from up to 96% recycled domestic steel, Impasse II products earn project LEED points See attached info for vertical pivot gates Stalwart IS unites the strongest security fence available with the most widely used anti -ram perimeter barrier. The appearance of Stalwart IS is a great visual deterrent that delivers strength and fortitude for keeping any assailant from easily breaching the perimeter. L PU601PU50IK121PK8 Stalwart IS offers multiple anti -ram ratings engineered & tested to meet ASTM F2656 standards. Each installation can be designed with the most appropriate standoff distance from the asset. A RCHITECTURAL SUPPORT SOLUTION SPECIALISTS 4 SLIDE GATES r; .SWING GATES i. Egress &ingress requirements are unique to each application. Managing trafficflow & usage demands are of the utmost importance, which is why Impasse II is manufactured in a variety of gate types built to balance function, security &beauty. Ameristar Transport`&Passport- sliding gates perfectly match the perimeter fence system to create a seamless & stunning design while exuding a commandingpresence of security built to unite perimeter and entry. -.: F 110 M, r F I Ameristar's Project Solution Specialists are experienced. in every facet of perimeter security design. Our goal +Y - is to assist the architectural community in finding the best perimeter & entry solutions for their projects. Ameristar s extensive library of project photos, CAD drawings, architectural ,1 specifications & project budget quotes are just a few of the - - services our team offers to complete your project design. - r KNOWLEDGE &EXPERIENCE Ameristar was chartered 30 years ago in response to the demand by consumers &specifiers for specialty fence products. Ameristar offers an aesthetically pleasing product that is both high in quality &affordability. This has been achieved by maximizing high-volume productivity, increasing product design strength, and promoting simplistic installation. PROVEN CAPABILITY Ameristar's integrated in-house process &extensive raw material inventory results in much improved productivity and availability compared to the competition. By having a vast finishedgoods inventory, Ameristar is capable of deliveringfinished products fasterthan competitors who sublet the majority of their operations. INDUSTRY LEADERSHIP Over the years Ameristar has continually raised the bar across the board in the manufacturing of high quality, innovative fencing products. Our demonstrated commitment to upholdinghigher values translates into superior products that go far beyond merely meeting minimum industry standards. Ameristar' world headquarters, manufacturing & coil processing facilities in Tulsa, Oklahoma, USA. LEGEND �k AmeristarHeadquarters • Sales & Service Centers #9718 1 REVISED 07/2014 7 Nuin.her 1Tree Spedes Diameter -Size -Nates 4P EXISTING ti Ir lvie:iese Tree -Jac 23" f TREE INVENTORY RUWATE SHRUK is � z n L-.,, A- SEE LANDSCAPE .3 Tree Lilac 's. 3 Greer lashf 7 J, ag ;I'_ 4 lao2nese Tree Lilac '311 0 5 Je,-,&"ese Tree 163c 11" 6._ U4 Cedar-ftelul!Jstern 110f Diameter-Ent.'re Fc,�wi 7 Vvh",e CedEr-VuiJsLeM IV Dism Ure Fo.rm L ' — ._- Z . __ - _; -_ - ' ' ' _ 'Z X" -, L ' i 9=1MA7UIS CJU AYM Z: -TER 8 White Cedzr-hltilduern !0' Oiame�er-EntiFe FOrM a r4A Lilt[ stem 13'01ame.2r-Erffe Form ilk HcneLo.-.;s*. Dapple i2 , C10"ado slue SRruce �a IL3 Cede r -M ulastem 12, Dllameter-Entite Farm Ir Harr . . . . . . . . . . . ii"TQ NEAREF- 14 Blue Spruce IV- U! S COURT STRUCTjRE i T M117 7 7 _7 lit ATE T_ qfO 21 Wh-!,2 Cv�pr-Mttinium 9'C'a.mete,-&,iJre Fjrm �SE= PLAL's 16 WhiLe Ceezr-Multstem, 9' Cil a n,, e t Fi i L -re F c: rn i T �i c- �a TIG PP-VVAL . -ALTE NOTE: C.1i'lim .1 1 TILL BUL3 REMOYEOVERHEAL' 4M PPA' J, SEEAR171 "hS ij Greer, Ash 14" /--trees will not be 6DWT ANP POLE r 18 Wftt-E Cede r -IV, U,,,j5 Lem 14'.A: 0,4ameter-ErAlts. Form REK"`ELE'_'�removed .-I V, �1 Ir — . 7 PROTECT EX -- it TMNK Cam RVVJVE CDRCRE-E A.0 P 11 a J PW 11 AM FENCE DEO, G, A 21 TL r Rr 2 RETABaNG WM-t (TW.1 REMOVE 7 S mo n7LA-ft" c s"A q!, REMOVE I a I mp-) AND STORM PTFE' Id M.1 .4- -as P POD I DECK �RE AW10-.KEX wrn &C.14k03. r_ r P.Q 3� TQAf, 7 DEM OWROMTE' =r5 23 r 60 M3 01 5 i U fill Re_&:ATr!L e Spruce C, p,,A_ E 24 Ell PROTECrEX. -,"'.. --- 25 .4 COURT 'Spa _D tAcrad.0 Nue Spruce 6 z ire ry ALU 2 PZ4ZVESMFNLAa, 1, 27 W 7pl SPIN CNE PANIBMIT iE Scot& Rin a J AND C01ICKEIE -REMME SAPUARY CMAND&-TER 29 �ANze Oak SEWER RMHOLE 30 Greer. Ash REMe'VE 0 SHRUE _W cenese Tree '_11ac 31 46) TRAM REMOVE S&Mrm 32 Tree Lilac SKV POD- SERV17- 6" '--° - ------- 33 j2paness 7,ree Li!,ac mysEmp"WE RMVE all (TM.% I FEMOVE Ef. A. it� rd IPJMM CXMCRETE 34 Urrden �FEXCED TRNS�, ROO-. -CAPIQ PAM3�wrff __I "'i 3P1 35 G ree.1) Ash 6 t —77 REMOVEEL FEMM SAN. ff143WM_/ PffOMNG PME J"Ll LISAWCUT EX. I 2r 3 CcalotaUc 3iue SprL'ce UMMRKPJS 7 C:ff AMD WALL �TVP.] �__ , _ - � �,' W z=_F ,TVP.} PAVEMENT N, -Yiii .I EX. I t _r_ci -1i r -e- 35 Creen Ash e ruce Will rai be removed T 3 e 42 Scotch Pine Moot be removed _j M)t Temoved ----------— `l - I e- �77M� - ry------'-- ---- lF 4 _. al 4 47Green I P. NEW POLICE DEPARTMENT AND CITY HALL CITY OF NEW HCPE 4401 XYLON AVE NORTH, NEW HOPE. MN 55428 WOLD ARCHITECTS AND ENGINEERS az, -1). tr."Ie c ENGFU3ER KELLIEKSCHLEGE17 am � W!1=7 C�! I 1 --ft: graMIT Dram: ACORM Ched. CWL Neth EXISTING CONDITIONS AND REMOVAL PLAN 30 60 Scab C0,01 111 LED I Catalog SEP 2 2 2012 Ir Architectural Wall Sconce �- Type Introduction Specifications The WST LED is designed 11n!i.1a . _- g d with the specifier in 3 �'j mind. The traditional, trapezoidal shape offers a Height: 8-112" r", 69 rnt1 Height: 4" soft, non-pixilated light source for end-user visual (1G.2 cm) Width: 171' (1/2 r comfort. For emergency egress lighting, the WST l 13- 78 nrf width: Depth: 1 13-3/ 6 r74.0 cm, LED offers six battery options, including remote. " (25.4 cm) Depth: 1-11/2'• For additional code compliance and energy zc 165 weight: (3.8 cm) savings, there is also a Bi -level motion sensor g r�.1k") `°"DE. * sIoe.eraray —f °f— option. With so many standard and optional —� features, three lumen packages, and high LPW, + 3.0 -1 the WST LED is your "go to,, luminaire for most JI any application. 9.45 FOR 1I4' MOUNTING BOLTS EXAMPLE: WST LED P'! 40K VF MVOLT DDBTXD WST LED WSTLED PT 1,500Lumenpa1kage 127K 2700K VF Usual comfort forward throw P2 3,000 Lumen package 130K 3000 K MV01T 2771 1 Shipped included sual comfort wide 1207 347 P3 6,000 Lumen package 40K 4000 K VW Vi(blank) Surface mounting bracket I SOK 5000K 2081 4a0 Shipped separately 2401 BBW Sufface-mounted back box, PBBW Premium surface -mounted back box'-' PE ""to"cctric cell, button type PER NEW twist -lark receplade only PERS five -wire receptacle only PE87 Severe Wdefeceptd(leonly DMG 0-j UV dimming er.tend out back of honsmg for external control (no cemroly PIR lhulionlpmbient GghtSensor, 8-15 maunting deighl' PIRTFC3V Motion/amb'ent sensor, 8-15 mounting height, ambient sensor enabled at lfc` P1RH 180° motion!amblpm hghi sensor, 15-30' mcuntinq height. PIRH1FC3V Mol [on lamb en( sensor, 15-30' mounlinq height, ambient sensof enabled at tfr SF Single fuse (120.277, 347V)` I DF Double fuse ;208, 240, 48OV) DS Duai Swaching E7WH Emergency battery backupp.dy EM Emergency battery backup (cold, 7W)" I MUD system- Not available with 347/480V Not available with PE, PER, E7WHR Remote emer enc batter bdrku remote 7W emergency y p ( le'" photocell (PE) can be ordered with a dedicated voltage option. Single fuse (SF) Dark bronze E20WH Emergency battery backup (20W)," DBIXp Black E20WC Emergency battery backup (cold,20W)e°'- E20WC, E20WH, or E23WHR, Used iuralaluminum E23WHR Remoteemergencybatterybackup(Iemole20W) DWHXDNAXD White LCE Left side mnduitentry" DSSXD3- OSSXD Sandstone RCE Right side conduit entry' DDBTXD Textured darkbrcnze DBLBXD Textured black Shipped separately DNATXD Textured natural aluminum RBPW rafit back plate' DWHGXD Textured white VG Van Vandal guard DSSTXD Textured sandstone WG Wire quard13 Accessories NOTES .err r:,�a, c's'= x�'sap;.rsta• 1 MVOLT driver operates on any line voltage WSTViP86WDpBXpp Premium Surface -mounted badhok from 120-277V (50/60 Hz). Specify 1202D8. 240 or 277 options only. when WSBBW DpBT%p Surface -mouotrd barkboa ordering with buttan type photocell (PE), fusing (SF, DF), or dual switching (DS). RBPW DONDn Retrofit back plate 2 Also available as a separate accesso . air dT�L�7'ur✓xri 4 `r- r "v4 accessories information. ry see 3 Top conduit entry standard. 4 Not available with E7WH, UWC, E7WHR, E20WC, E20WH, or E23WHR. Not One Uthcnia Way • Conyers, Georgia 30012 • Phone. 800.279-8041 . L9 2011-7017 Acuity Brands Lighting, Inc. Ail rights reserved. available with PERS &PER7. with inverter 5 Not available with PE, PER, AER$, PER7• VG or WG. system- Not available with 347/480V Not available with PE, PER, 6 Not available with MVOLT option. button PERS & PER7. 8 Not available with 347/480V. photocell (PE) can be ordered with a dedicated voltage option. Single fuse (SF) 9 Battery pack rated for -20° #0 40°C. requires 120, 277 or 347 voltage option. 10 Comes with PBBW. Double fuse (DF) requires 208, 240 or 480 voltage option. 11 Warranty period is 3 -years. 7 Not available with E7WH, E7WC, E7WHR, 12 Not available with BBW. 13 Must order with fixture; E20WC, E20WH, or E23WHR, Used not an accessory. WST-LFD Rev. 05/16/17 s Emergency Battery Operation The emergency battery backup is integral to the luminaire - no external housing required! This design provides reliable emergency operation while maintaining the aesthetics of She product. All emergency backup configurations include an independent secondary driver with an integral relay to immediately detect AC power loss, meeting interpretations of The emergency battery will power the fuminaire for a minimum duration of 90 minutes (maximum duration of three hours) from the time supply power is lost, per - and : - :... i. - - - Cc - ", provided luminaires are mounted at an appropriate height and illuminate ar open space with no major obstructions. The examples below show illuminance of 1 fc average and 0.1 fc minimum of the P7 power package and VF distribution product in emergency mode. 10'x 10'Gridi yes 8'and 12'Mounting Hai_'. 9VsT LED Pt 27K Vr M' ou E71WH Lumen Output Lumen values are from photometric tests performed in accordance with IE5NA LM -79-08, Data is considered to be representative of the configurations shown, within the tolerances allowed by Lighting Facts. 8`MN a ` \ WST LED P2 4i'-, VF (:,VOLT E2L VH 131 12WVF- _1,494 0 i 0 Q 1 125 E 1,529 1 0 j C i 0 127 1,639 i u= 0 1 0 1 137 VWi 0 ' 0 i 0 ' .,126-'1 1,548 ^ --- r,..._. --------_. _..__.:-...----•-- ---L-- • 0_ _ ,660 J1 0.. _�o 0 a 138 ' VF 3,162 1 0 1 72fi 3,236 I 0 I _]29_ 3,468 ] _.0..,-1 .� 7,4_ P2 25W - - - - - - - _ 302 1 0 0 12t• 3,177 1 0~ D 131 3,.512 _ 1_ 0 0 � 140 _ _ _ P3 SOW ! -.023 ---- l 1 ; 0 3 1 i 120 l 6,164 ! 1 ' C 1 123 6,607 ? 1 0�1 1 ! 132 ---._._.--� - -_J.._ _ _ e _ J.._ _._._..J..._ VW 6,100 i 0 ! 1 1 122` 6,242 1 ' 0 ; 1,° 125 6,641 1 i 0 i 1 134 Lumen Ambient Temperature (LAT) Multipliers Electrical Load Use these factors to determine relative lumen output for average amhient temperatures from D -40'C (32-10410. la ....... 14 32"F 1.03 10°C 50°- 1.02 20-C 68"F 1.01 251C 777 1.00 30"C 861 0,99 40°C 104'r 0.98 Projected LED Lumen Maintenance Values calculated according to IESNA TM -21-11 methodology and valid up to 40`C. u 10 73 00e 5j.000 1 m ,t100 -095 '092 -087 1,639 113 ; 0 1 0 - 737 l 1,660 0 0 - 0 13S u� 7 139 3,512 1 0 9 140 6,607---7'p�''--,- - .211 208 «4h 27, Sr. ll 0.1 006 0.05 0.04 ---- P} I � 14 ___ ___ - 0.04 9.03 i P7 0S _ ....... 14 .... ....... ... 0.12 ..---... 0.07 .. ...�.. 0.06 - --- 0.06 25 0,21 0.13 all 0.1 P2 P2 DS 25 0.21 0.13 ._ _.,........ 011 0 0.1 50 0.42 024 021 0.19 P3 -- --. -....... ............ 56 P3 DS 57 . 0.43 -. __, ......... 0.26 0.23 0.21 AV A .tlr"its. N+€A One Lithonia Wag • Comrers, Georgia 30012 • Phone 800 279.8041 WST-LED ~� 1-IiII 1j��.i 02011-2017 Acuity Brands Lighting, Inc. All rights reserved- fiev.OS/16/17 To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting's' - , fsofootcandle plots for the V4ST LED P3 40K VF and VW. Distances are in units of mounting height (TO') FEATURES & SPECIFICATIONS INTENDED USE The classic architectural shape of the WST LED was designed for applications such as hospitals, schools, mails, restaurants, and commercial buildings. The long life LEDs and driver make this luminaire nearly maintenance -free. CONSTRUCTION The single -piece die-cast aluminum housing integrates secondary heat sinks to optimize thermal transfer from the internal light engine heat sinks and promote long life. The driver is mounted in direct contact with the casting for a low operating temperature and long life. The die-cast door frame is fully Basketed with a one-piece solid silicone gasket to keep out moisture and dust, providing an IP65 rating for the luminaire. FINISH Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering_ A tightly controlled multi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Standard Super Durable colors include dark bronze, black, natural aluminum, sandstone and white, Available in textured and non -textured finishes. OPTICS Well crafted reflector optics allow the light engine to be recessed within the luminaire, providing visual comfort, superior distribution, uniformity, and spacing in wall -mount applications. The WST LED has zero uplight and qualifies as a Nighttime Friendly- product, meaning it is consistent with the LEEM and Green GlohesT"' criteria for eiiminating wasteful uplight. Distribution overlay comparison to 175W metal halide. LEGEND WST LED, 0.5 fc WST HID, .T- 0.5 fc a f 10, Vi Side—ik LLD.: WST FlID: • " "� WST LED- VEST HiD-13.72 213W 5pW WST LED; -0,96 WST LED P3 40K VF, WST 175M FT Probe, 12Mounting Ht ELECTRICAL Light engine(s) consist of 98 high -efficacy LEDs mounted to a metal core circuit board and integral aluminum heat sinks to maximize heat dissipation and promote long life (100,000 hrs a1 40°C, L67), Class 2 electronic driver has a power factor X90%, THD -:20%. Easily - serviceable surge protection device meets a minimum Category B (per Al C62.41.2)_ INSTALLATION A universal mounting plate with integral mounting support arms allows the fixture to hinge down for easy access while making wiring Connections. LISTINGS CSA certified to U.S. and Canadian standards. Luminaire is IP65 rated. PIR and back box options are rated for wet location. Rated for -30'C to 40'C ambient. DesignU'ghts Consortium"(DLC) Premium qualified product. Not all versions of this product may be DLC Premium qualified. Please check the DLC Qualified Products List at . I - .. .. to confirm which versions are qualified. WARRANTY 5 -year limited warranty. Complete warranty terms located at: Nate; Actual performance may differ as a result of end-user environment arid application_ All values are design or typical values, measured under laboratory conditions at 25'C. Specifications subject to change without notice. 1C1 rl-YZ71VIA One Lithania Way • Conyers, Georgia 30012 • Phone 800,279.8041FFA L �JST--LED /ap,l�}I r1 ,G! ®2011 2D17 Acuity Brands Lighting, Inc. All rights reserved. Re' . O5i16/17 0 Specifications EI' - Dia Dia' H H W --fight 311 OC Z..E[) IMPACT RESISTANT ROUND BOLLARD DOME TOP ®v` IP65 II 3' Fi ia?` DESCRIPTION The 311 CC BOLLARD is a low level area lighting luminaire that combines visual appeal with superior performance and unequalled quality. It is designed to work in building perimeter areas and public spac- es completing a wide variety of architectural styles. Superior performance extends to the detailed fin- 45- WX ish of the louvers. Matte black finish of top surface provides IES cut off performance while gloss white on bottom extends reflective light to economize on spacing of fixtures. Custom finish available on top L a—dam louver surface. The 3110C BOLLARD offers a patented impact resistant mounting and leveling design ensuring life long performance. Four levelling pads within the base mounting plate are easily accessible through the access panel. The levelling pads provide full contact with the concrete pad, providing a high degree of stability. The base mounting plate is fully welded to the bollard post, providing cmplet structural support from all directions, giving the bollard superior vandal resistance. oe Motion Sensing Bi -Level Switching (BLS option) is now possible through the use of a fixture -integrated microwave occupancy sen- sor. Mounted in the head of the fixture, within the sealed light engine compartment, the sensor is protected from moisture damage, as well as potential damage due to vandalism. The sensor provides up to 20' of motion coverage in the 360 deg area around the bollard (see diagram on the next page). When motion is detected bollard will illuminate at full output (72 watts). After approx. 5 min, bollard will drop to 19 Watts (660 lumens). MaDMIMMEE&L 3110C H36 8C08 50K MVOLT SYM BL rr � SII9144 Deerinq Aveswe, Sca ecnd 1171do, . Chiatswih o . CA U1_311 wvva hyLiaml rom C -210i d-2011 Acuily arer,ds urgh1irlg, Iric (� C Plt�aric:8fa; 533.!F9Ux Rev, 0?�15r�7 3110C COB , 3110C H24 4COBi 20K 11 '.'I( �_.�! 'r l .,-:1_ MOLT (12D-277 volt) SYM • ' H36 8COB 30K .9:: -•, i „ 1202 BL55'° '+{qii+jn hti:weare1:,11, H42t , 40K FTr GFCI only SOK 2772 ELN5•7 rm l_ i!., .. rx tic, i F11i 5 t mci,r 347 !ounh-: t: ld.l 1,,., rre51 AMBLW I•I LDIM 1r� Wlar`LI•Rnwtu 111`.h: _. ... IDIM' III=•a' h, :v, ;l pi:nai Ti111 L,1iv i-It{+'dJl�als BIL STG Bz TVG DDB WH White DNA CF .. o GN 1' GR Optional Louvers Painted? SND sac? :a'L ... , .P.9•.- 77.; MOUNTING I �4'OB frx I� >tiiih +'11P MIs1� 74MP;.1 9 .,1 �Iay1BL4Y 1 or{i.I;ew dCO6 j IT I.,i.., , —lnhsa .116 HI S 4 130 I%nge:19e1ai1a111- H:I+I911.74, L:NW, IC'461 5 ILLN and E11i 9rypi:.e I.:1L t'r 7 i Y011:49r, nn[ MVL 7 +a 147 . i. I 4— 6 0111 vmupkLi is pull 11R71,u+n dlucksglr a;±43arnAk 7 ELM Hist v-mLsl!lu ur. ;IJ.'.I nd! 11 _ AI 11L9i 71nr �I d� _3ar 1151 ha19h PiiYi1 n1q +rrin/ 1 _ I VIIYL't5 N91r If « I IIr. Y �LqI ♦ I I,.iI NI -„Y k(inY:llli9rl IIi1n k..4rl, rr � SII9144 Deerinq Aveswe, Sca ecnd 1171do, . Chiatswih o . CA U1_311 wvva hyLiaml rom C -210i d-2011 Acuily arer,ds urgh1irlg, Iric (� C Plt�aric:8fa; 533.!F9Ux Rev, 0?�15r�7 3110C COB PERFORMANCE DATA Iq IP65 LUMEN OUTPUT Lumen values are froin rJ alorrltirs- ;teats perfarmed in accordance with IESNA LM -7908. Data is considered to he representative of the configurations shown, within the tolerances allowed by Lighting Facts. Actual performance may differ as a result O bl,dylsc cmironment and application. Contact factory for —f.-- 'I.- on any configurations not shown here, "Used with IDIM and 131-5 options. LED LIFE: L70/125,000 i.�Ltrs OPERATING TEMPERATURE: -2G'C Throur!i 5`) C -40'C throuc h 50'C ' h APPROXIMATE MOTION SENSOR COVERAGE AREA: * DIAGRAMS, To see complete photometric reports or download .les files for this prod.lct, visit l•:..,: 11t.1.e1 nr IoarandCin flluis for 9119}{'013 MATERIAL Copper -free Alummum, A360. Li 1J .1FFPA, I _ r VOLTAGE; MVOLT 50160Hz, 120, 277 or 347 DISTRIBUTION: SYM - Symmetric, FT- Forward Throw t€te5 -- . rt;:Itv�tr =L:•r rlLr I I , I . . 1: :: FASTENERS: Stainless Steel. 44Nu_5[-I- I..:,'... I,lrrlr lllll'� III1: Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-1047). Projected LED Lumen Maintenance Data references the extrapolated performance proiections for the Fixture platform in a 25°C ambient, based on 8400 hours of LED testing (tested per IESNA LM -80-08 and projected per IFSNA TM -21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours helow. For other lumen maintenance values, contact factory. PDO • '0,0� 10D00a ^. id f ci,t 0&S 07, Electrical Load i2+) a12g amll '7f J4i # 25ma1!( T;!35 r5[r05 0.914 0101 'JAI 9.007 E.!il k10osit A3 S O:air9 i p1..8A4' {1354 t}JI05 ° 9,TR c17,1 0°C 1.05 70'c 1.03 20°C K'� 1.01 251[ a77*F 1.00 30°C. ,1"A ..� ltC:h .9940"C Visll uII,W.16gh11ngflcls.eorn T•r mg Ler•el Rercr•ru• GWae. .98 Projected LED Lumen Maintenance Data references the extrapolated performance proiections for the Fixture platform in a 25°C ambient, based on 8400 hours of LED testing (tested per IESNA LM -80-08 and projected per IFSNA TM -21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours helow. For other lumen maintenance values, contact factory. PDO • '0,0� 10D00a ^. id f ci,t 0&S 07, Electrical Load i2+) a12g amll '7f J4i # 25ma1!( T;!35 r5[r05 0.914 0101 'JAI 9.007 E.!il k10osit A3 S O:air9 i p1..8A4' {1354 t}JI05 ° 9,TR c17,1 LISTINGS: CSA,,, CSA WARRANTY_ 5 -year limited warranty Complete warranty terms located at: 9144 Deering Avenue, Second Floor • Chatsworth, CA 91311 www.hydrel.com 92014-2017 Acuity Brands Lighting, Inc. Phone: 866.533,9901 Rev. 02/15/17 311 OC COB Ea4rht �atp0t (Ctml�na) 1534 K'� 838 Lurn4nb , W Wen tE1 f 1wyt64 1 Gator Jf.r,4uraLy ,1"A ..� ltC:h SGoh Visll uII,W.16gh11ngflcls.eorn T•r mg Ler•el Rercr•ru• GWae. LISTINGS: CSA,,, CSA WARRANTY_ 5 -year limited warranty Complete warranty terms located at: 9144 Deering Avenue, Second Floor • Chatsworth, CA 91311 www.hydrel.com 92014-2017 Acuity Brands Lighting, Inc. Phone: 866.533,9901 Rev. 02/15/17 311 OC COB P2017 Consistent with LEEf]' gook Autobahn Serres TB2 & Green Gbhes "niteria NIGFM?Ar faitghtpa6lionied,dVcn Roadway Lighting FRiEI -G-rr ) Applications; Roadways Off ramps Residential streets Parking lots 25.4 mm (1 ") 101.6 mm (4") 38.1 mm 355.6 mm (74") 787.4 mm (31 ") Effective Projected Area IEPA) The EPA for the ATB2 is 0.78 sq. ft., Approx. M. % 21 lbs. {9.53 kg STANDARDS DesignLights Consortium® (OLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Quafified Products List at wMI A6si nli hts.org/QPM to confirm which versions are qualified. Color temperatures of s 3000K must be specified for international Dark -Sky Association certification. Rated for -40°C to 40°C ambient. CSA Certified to U.S. and Canadian standards Complies with ANSI: C736.2, C136.10, Ci36.i4, C136.31, C 136.15, C 136.37 Note: Specifications subject to change without notice. Autobahn Series— AEL_0109 ATB2 Features: OPTICAL Same Light: Performance is comparable to 250-40OW HPS roadway I uminaires. White Light: Correlated color temperature - 4000K, 70 CRI minimum, 3000K, 70CRl minimum or optional 5000K, 70 CRI minimum. Unique iP66 rated LED light engines provided 0% uplight and restrict backfightto within sidewalk depth, providing optimal application coverage and optimal pole spacing. Available in Type 11, Ill, IV, & V roadway distributions. ELECTRICAL Expected Life: LED light engines are rated >100,000 hours at 25°C, L70. Electronic driver has an expected life of 100,000 hours at a 25°C ambient. Lower Energy: Saves an average of 40-60% over comparable HPS platforms. Robust Surge Protection: Three different surge protection options provide a minimum of ANSi C136.210kV/5kA protection. 20kV/10kA protection is also available. MECHANICAL Easyto Maintain: includes standard AEL lineman -friendly features such as tool -less entry, 3 station terminal block and quick disconnects. Bubble level located inside the electrical compartmentfor easy leveling at installation. Rugged die-cast aluminum housing is polyester powder -coated for durability and corrosion resistance. Rigorous five -stage pre -treating and painting process yields a finish that achieves a scribe creepage rating of 7 (per ASTM D1654) after over 5000 hours exposure to salt fog chamber (operated per ASTM B117). Four -bolt mast arm mount is adjustable for arms from 1-1/4" to 2" (1-5/8" to 2-3/8" O.D.) diameter and provides a 3G vibration rating per ANSi C136. Wildlife shield is cast into the housing (not a separate piece). CONTROLS NEMA 3 Pin photocontrol receptacle is standard, with the Acuity designed ANSI 7 Pin receptacle optionally available. Premium solid state locking sale photocontrol - PCSS (10 year rated life). Extreme long life sold state locking style photocontrof - PCLL (20 year rated life). Mulit-level dimming available to provide scheduled dimming as specified by the customer. Optional onboard Adjustable Output module allows the light output and input wattage to be modified to meet site specific requirements, and can also allow a single fixture to be flexibly applied in many different applications. LAmerican Erecting Lighting i Series Performance Packages ATB2 Autobahn LED 40BLEDE70 40B Chips, 700mA Driver Roadway 40BLEDEIO 40B Chips,1050mA Driver DDB 40BLEDE13 40B Chips,1300mA Driver Graphite 40BLEDE15 40B Chips, 1500mA Driver DM 60BLEDE70 60B Chips, 700mA Driver (Controls by others) 60BLEDE85 60B Chips, 85OmA Driver PCSS' 60BLEDEIO 60B Chips,1050mA Driver Photocontrol (120-277V) SOBLEDE13 60B Chips, 1300mA Driver SH 60BLEDEIS 60B Chips,1500mA Driver BOBLEDE70 808 Chips, 700mA Driver JP 80BLEDE85 BOB Chips, 85OmA Driver 80BLEDE10 80B Chips, 11050mA Driver 80BLEDEI2 BOB Chips, 1200mA Driver 80BLEDEIS BOB Chips,1500mA Driver Color Temperature (CCD (Blank) 4000K CCT, 70 CRI Min. 3K 3000K CCT, 70 CRI Min. 5K 5000K CCT, 70 CRI Min. Paint (Blank) (Blank) Gray (Standard) BK Black BZ Bronze DDB Dark Bronze GI Graphite WH White Sur a Protect (Blank) Standard I OkV/5kA SPD 20 20kV/10KA SPD MP' M0V Pack IL' SPD with Indicator Light Terminal Block (Blank) Terminal Block (Standard) T2 Wired to L1 & L2 Positions Misc. BL External Bubble Level HS House -Side Shield NL Nema Label XL Not CSA Certified HK Hingekeepers Autobahn Series ATB2 Roadway Lighting Example; AT132 40LEDE70 MVOLT R2 E� Voltage �I Optics �i iy MVQLT Multi -volt, 120-277V R2 Roadway Type If 347 347V R3 Roadway Type III 480 480V R4 Roadway Type IV R5 RoadwayTypeV Misc. (continued) UMR-XX B" Horizontal Arm for Round Pole, Painted to match Fixture UMS-XX 8" Horizontal Arm for Square Pole, Painted to match Fixture UMR-GALV 8" Horizontal Arm for Round Pole, Galvanized UMS-GALY 8" Horizontal Arm for Square Pole, Galvanized Controls (Blank) 3 Pin NEMA Photocontrol Receptacle (Standard) P7z 7 Pin Photocontrol Receptacle (Dimmable Driver Included) NR No Photocontrol Receptacle ADI Field Adjustable Output DM OV -10V Dimmable Driver (Controls by others) MLI -4 Multi -Level Dimming PCSS' Sajid State Lighting Photocontrol (120-277V) POLL Solid State Long Life Photocontrol SH Shorting Cap Packaging (Blank) Single Unit (Standard) JP Job Pack (24/Pallet) Notes I. Not available in 347 or 48OV. 2. Not available with DM or ML options. 3. Not available with A0, DM or P7 options. 4. Dimming schedule and fight level information required from the customer in order to configure product. Contact Infrastructure Technical Supportto proceed. L American Warranty Five-year limited warranty. Complete warranrytermslocated at: Electric yuw_v._. 'Yh"=nu raiJC: �r..cars, Terr :_ i Lighting-d.._cnn� ti. s a^: Actual performance may differ as a result of end-user environment and application. AEL Headquarters, 3825 Columbus Road, Granville, OH 43023 Allvalues are design or typical values, measured underlaharstory conditions at 25 T. www.americanelectriclighting.com Specifications subject to change without notice. © 2014-2017 Acuity Brands Lighting, Inc. All Rights Reserved. ATB2 07/24/17 Please contact your sales represemative for the latest product information. Autobahn Series ATB2 Roadway Lighting P E R f 0 R M A N C E PACKAGE note: inrormatmn snown abcve is based an Mal( nominal system data. To calculate 3000K lumen values, multiply the 4000K lumens by.93. Individual fixture performance may vary, Specffications subject to change without notice. 1.02 1.01 1 1 1 0.99 1 0.97 1 0.96 To calculate the LLD fora temperature atherthan 25°C, multipiy the LLD @ 25°C (shown in the performance package table) by the LLD multiplier for the selected temperature. American NXT L Electric Lighting, AFL Headquarters, 3825 Columbus Road, Granville, OH 43023 www.americane)eclriclighting.com © 2014-2017 Acuity Brands Lighting, !me. All Rights Reserved. ATB2 07/24/17 Warranty Five-year limited warranty. Complete warrantyterms located at: y<=ve�� rtylLranC.-�: nff"^'.r n�rRe-cgrr^�(Te_rr �,_,^^�1._rnn+�i_r.-•;as,F.t Actual performance may differ as a result of end-user environment and application. AI! values are design or typical values, measured under laboratory conditions a: 25 °C. Specifications subjectto change withoutnotice. Please contact your sales representative for the latest product information Autobahn Series ATB2 Roadway Lighting UMR POLE ADAPTOR RECOMMENDED FOR USE WITH POLES OF 4" DIAMETER OR SMALLER 3" 5-1,2" 2-7/8' a 7-112..., .43 x 1-314" SLOT 12 PLC5.) 11-i/2"R 114" PLATE UMS POLE ADAPTOR 1.66 O.D. x.140 WALL T8. American Warranty Five-year limited warranty. Complete warrantyterms located at: 'r Electric ;.yh-„n„c. r^ rr :,�ma.rR a _rc^ ITPrr can c^s.a..,. Lightingz Actual performance may differ as a result of end-user environment and application. AEL Headquarters, 3825 Columbus Road, Granville, OH 43023 Ail values are design or typical values, measured under laboratory conditions at 25 T. www.americanelectriclighting.com Specifications subjectto change without notice. ©2014-2017 Acuity Brands Lighting, Inc. AB Rights Reserved. ATB2 07/24117 Please contact your sales representative forthe latest product information.