The URL can be used to link to this page

060215 Planning1. CALL TO ORDER 2. ROLL CALL 3. CONSENT BUSINESS PLANNING COMMISSION MEETING City Hall, 4401 Xylon Avenue North Tuesday, June 2, 2015 7:00 p.m. 4. PUBLIC HEARING 4.1 PC 15-09, request for a variance and site plan review to allow construction of a sandwich shop, 7820 42nd Ave N, Patrick Sarver, petitioner. 4.2 PC 15-10, request for a site plan review to allow construction of North Memorial Health Clinic at 8100 42n1 Ave N, Patrick Giordana, petitioner. 5. COMMITTEE REPORTS 5.1 Design and Review Committee — next tentative meeting scheduled for June 18, 2015, 7:30 a.m. 5.2 Codes and Standards Committee — next meeting scheduled for June 10, 2015 at 5:30 pan. 6. NEW BUSINESS 7. OLD BUSINESS 7.1 Approve May 5, 2015, Planning Commission Minutes 8. ANNOUNCEMENTS 9. ADJOURNMENT Petitioner must be in attendance at the meeting PLANNING CASE REPORT City of New Hope Meeting Date: June 2, 2015 Report Date: May 29, 2015 Planning Case: 15-09 Petitioner: Patrick Sarver on behalf of Java Capital Partners Address: 7820 42nd Avenue North Project Name: 42nd and Winnetka Development Project Description: Demolition of an existing gas station and car wash to prepare for the construction of a 2,200 square foot restaurant with drive through and outdoor dining. Planning Request: Site Plan Review, and request for variance to increase the street side build -to range. I. Type of Planning Request A. Site Plan Review B. Variance 11. Zoning Code References Section(s) 4-35 Administration — Site Plan Review 4-36 Administration — Variances III. Property Specifications Zoning: CC — City Center District Location: The property is located on the north side of 42nd Avenue, just west of Winnetka Avenue next to the Walgreens store. Adjacent Land Uses: CC, City Center District to the north, south, east, and west. Site Area: .57 acres total Building Size: 1 story, 2,200 sq/ft Lot Area Ratio: The CC District requires 5% of the total lot area of a commercial site to be green space. Through redevelopment of this site, the green space is being increased from 3.9% to 18% Planning Case Report 15-09 Page 1 6/2/15 Existing Proposed Difference Impervious 96.1% 82.0% -14.1% Planning Case Report 15-09 Page 1 6/2/15 Planning District: Planning District 11. The Comprehensive Plan directs the City to pursue redevelopment of marginal commercial sites along 42nd Avenue, IV. Background Java Capital Partners wishes to redevelop the site located at 7820 42nd Avenue by removing all existing site improvements and constructing a 2200 sq/ft restaurant "sandwich shop" with drive through and outdoor dining area. The existing site contains the remnants of a now vacant gas station and car wash. There are known underground storage tanks on the site that will be removed by the developer as part of the project The City has long been interested in redevelopment of this property, as the current buildings on the site have fallen into disrepair. This project proposal represents an opportunity to clean up the site both aesthetically and environmentally. Zoning Analysis A. Plan Description 1. Setbacks (Building Placement) The property is zoned CC, City Center District. The setback requirements for commercial buildings located in this zoning district are as follows: The proposed building fails to meet the CC District front yard build -to setback. The applicant is requesting a variance to allow a 50.7 foot setback from the south lot line. Approval of this request would require a 25.7 foot variance. The request for variance is supported by staff and is reviewed in further detail later in this report. 2. Curbing and Pavement The proposed development will remove all existing onsite pavement and curbing. All new curbing areas and parking surfaces will meet the minimum specifications as set forth by the Public Works Department. 3. Pedestrian Access New Hope Design Guidelines direct that primary building entrances be designed to link to public walkways. The site plan provides a sidewalk connection between the sidewalk along 42nd Avenue and the building entrance. Planning Case Report 15-09 Page 2 6/2/15 Required Proposed Compliance Front Build -to 10-25 feet 50.7 feet No Rear 10 feet 59 feet Yes Side (West) 5 feet 28 feet Yes Side (East) 5 feet 46 feet Yes The proposed building fails to meet the CC District front yard build -to setback. The applicant is requesting a variance to allow a 50.7 foot setback from the south lot line. Approval of this request would require a 25.7 foot variance. The request for variance is supported by staff and is reviewed in further detail later in this report. 2. Curbing and Pavement The proposed development will remove all existing onsite pavement and curbing. All new curbing areas and parking surfaces will meet the minimum specifications as set forth by the Public Works Department. 3. Pedestrian Access New Hope Design Guidelines direct that primary building entrances be designed to link to public walkways. The site plan provides a sidewalk connection between the sidewalk along 42nd Avenue and the building entrance. Planning Case Report 15-09 Page 2 6/2/15 4. Parkin- The arte The City Center District establishes minimum and maximum parking standards for restaurants. The minimum standard requires on space per 200 square feet of floor space and a maximum standard of one space per 75 square feet. These standards establish a parking range of 11 to 29 required parking stalls for this project. The applicant's site plan proposes 13 parking stalls, two of which have restricted hours for parking availability and two are designated for disabled motorists. This leaves nine stalls available without restrictions. During the preliminary review of the site plan, the following concerns were expressed: 1. Employee Parking: Staff has inquired as to how many employees would be working at the restaurant at its busiest shift, and how many of the available parking stalls shall be occupied by employees? The applicant has responded by saying that they are working to arrange an employee parking agreement with the neighboring property to the east. More information will be needed to assess the viability of a shared parking agreement. 2. Customer Parking: The applicant has provided a general floor plan breakdown that indicates 1,100 square feet of the building will be customer area. This breakdown does not provide a seating plan or occupancy number. The applicant has responded by stating that 65% of the proposed tenants business will be operated through the drive through. The applicant has also stated that they have developed sites in nearby communities with less parking for the same tenant. At this time, the applicant has chosen not to disclose the proposed tenant. 3. Deliveries: Staff has inquired as to whether the restaurant will offer a food delivery service. The applicant has responded by stating that there will be no delivery service offered by the proposed tenant. 4. Outdoor Dining: The applicant is also requesting outdoor dining that will contribute to parking demand. The applicant originally proposed eight tables with 16 seats. Staff requested a reduction in the outdoor dining space area and seating capacity. The applicant responded by shifting the building south and eliminating three of the tables, thereby reducing the number of seats on the patio to 10. 5. Bicycle Parking The site plan shows two hitching post bike racks, providing a total of four bicycle parking spaces at the rear of the building. The amount and type of bicycle parking proposed is compliant with City requirements. Planning Case Report 15-09 Page 3 6/2/15 6. Landscaping The applicant has submitted a full landscaping plan. In review of the plan, staff finds that the plan is generally well conceived. The plan addresses both the building perimeter and the periphery of the site. Plant types, sizes and species meet City Code. All landscaped areas will be irrigated. Following comments by the Design Review committee, the applicant has added additional shrubbery along the east property line. Overall, the proposed project is increasing the green space on the site by 14.1%. 7. Lighting Plan The applicant has provided a photometric lighting plan. The light levels internal to the site meet City standards for areas such as building entrance, sidewalks, and parking lots. The proposed light poles are 20 feet tall, meeting ordinance requirements. The applicant has submitted cut sheets for the light fixtures that demonstrate 90 degree cutoff and shielded light sources. Overall, the site lighting plan meets City Code requirements. 8. Signage Within the CC District, single occupancy buildings are limited to two wall signs not to exceed 10% of the building facade in which they are located. The building elevation shows three wall signs. The applicant may pursue additional wall signs with the submission of a comprehensive sign plan for the site. The comprehensive sign plan should include all site signage including: 1. Wall signs size and location 2. Freestanding signs size, location, height, and design. 3. On-site traffic directional signs. 4. Drive-through service lane menu boards. The site plan shows a freestanding sign along 4211d Avenue. Within the CC District, freestanding signs are limited to monument signs not exceeding 100 square feet in area and 12 feet in height. Permanent freestanding signs must be set back 10 feet from any property line. 9. Fire Department The City Fire Marshal has reviewed all submitted plans by the applicant and offers the following comment: • The plans do not indicate the location of the address numbers on the building. The address numbers shall be on the street side of the building, and of a contrasting color. The minimum size of the numbers shall be 6 inches. The applicant will be required to revise their elevation plans to show the location and dimensions of the address numbers. Planning Case Report 15-09 Page 4 6/2/15 10. Storm water and Drainage The property is located in the Shingle Creek Watershed, but does not require a plan review by the watershed. The drainage patterns of the site will not be altered as part of this development. The City Engineer has reviewed all plan submissions and offers the following comment: The best management practice (SMP) of the installation of the 3' sump catch basin, along with the reduction in impervious surface, provides the storm water treatment required. 11. Loading and Deliveries The original site plan submitted by the applicant illustrated difficult turning movements for a single unit box truck. Staff requested that the applicant adjust the site design to accommodate better truck circulation through the site. Staff also requested that the applicant provide more information on the timing of deliveries, store hours, and garbage pickup. The applicant responded by changing the site layout so that large trucks can now circulate through the drive through service lane, thereby eliminating the difficult turning movement. The applicant has also stated that store hours of operation will be 11 am to 10pm daily, and the majority of delivery and loading traffic will be handled in the morning before the store opens. 12. Drive Through Service Lane Drive through service lanes are an administrative use in the CC District. The proposed drive-through service lane meets all the requirements of the CC District related to stacking and segregation from parking areas. The applicant will be required to submit a detail on the menu board and external speaker system for City review and approval. 13. Trash Enclosure The submitted plans show both the location and design of the proposed trash enclosure. The plans comply with City standards. 14. Design Guideline Compliance The New Hope Design Guidelines require that 60% of any building fagade consist of primary materials such as brick, stone, precast concrete units, precast concrete panels, or glass. 30% may be secondary materials of decorative block, stucco, or EFIS. 10% of the exterior faqade may consist of accent materials like architectural metal work, glass block or copper flashing. a. Building Materials. The applicant has created visual differences on the building by using a combination of brick, stucco, glass, and metal. The building elevations consist primarily of brick and glass on all walls. Stucco is used as a secondary material. On each wall, stucco is less than 30% of the individual wall. Metal canopies and metal rail Planning Case Report 15-09 Page 5 612/15 features are used to accent the building. The proposed finishes meet New Hope Design Guideline criteria. b. Building Design. The proposed building is one story in height and uses a commercial architectural style that is consistent with similar stand alone sandwich shops. During the design review process, it was noted that the proposed roof line was flat along the entire building. The design review committee recommended braking up the roof line with varying parapet heights. The roof lines of the east and west elevations have been revised and now include small variations in height. The applicant must identify the location and height of any rooftop equipment and demonstrate appropriate screening of rooftop equipment. 15. Outdoor Dining Area An accessory outdoor dining area is and administrative use in the City Center district. The site plan shows a proposed outdoor patio that will be used for outdoor dining. The applicant has submitted a patio layout that includes 5 tables and 10 seats. Additional information will be required in order to approve the administrative use permit. Staff will work with the applicant to ensure compliance with City Code for the approval of the outdoor dining area permit. 16. Snow Storage The site design does not allow space for on-site snow storage. The applicant's narrative indicates that snow will be removed from the site by private contractor. B. Zoning Code Criteria 1. Site pian review Modification of or additions or enlargements to a building, or buildings, accessory site improvements, and/or land features of a parcel of land that result in the need for additional parking or increase the gross floor area of the building by 25 percent or more require site plan review. Criteria. In making recommendations and decisions upon site and building plan review applications, the staff, planning commission and city council shall consider the compliance of such plans with the following standards: (a) Consistency with the various elements and objectives of the city's long range plans, including, but not limited to, the comprehensive plan. Findings. The City's long-range plan is for continued redevelopment, expansion, renovation, and development within in the city. This proposal is also consistent with Planning Case Report 15-09 Page 6 6/2/15 specific goals of the Comprehensive Plan that direct the City to pursue the redevelopment of marginal commercial sites along 42nd Avenue. (b) Consistency with the purposes of this Code. Findings. The proposal is generally consistent with the purposes of the Code. (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. Preservation of the existing site conditions is not desirable as the site is nearly completely covered by hard surfaces with little landscaping. The proposed project will improve the site in total by reducing impervious coverage on the property by 14.1% and adding several desirable landscaping features. There are currently no trees on the site to be removed. The designed grade changes that are proposed are minimal and current drainage patterns will be maintained. The proposed site improvements will keep with, and compliment the general appearance of the immediate area. (d) Creation of a harmonious relationship of buildings and open spaces with the terrain and with existing and future buildings having a visual relationship to the proposed development. Findings. Staff believes the proposal for site and building improvements is adequate and will be of a harmonious nature. The size and configuration of the lot limit the possible layout options for the property. Staff feels that the applicant has done a good job of working with the restrictive space. (e) Creation of a functional and harmonious design for structures and site features including: 1. Creation of an internal sense of order for the various functions and buildings on the site and provision of a desirable environment for occupants, visitors, and the general community. Findings. Staff finds that the applicant has created a good internal sense of order given the limitations of the site. The proposed site plan delivers a desirable environment for occupants, visitors and the general community. 2. Appropriateness of the amount and arrangement of open space and landscaping to the design and function of the development. Findings. The applicant has proposed more open space that what is required, and will increase the green space of the site by 14.1%. The arrangement and amount of open space and landscaping are appropriate given the design and function of the proposed development and the limitations of the site. Planning Case Report 15-09 Page 7 6/2/15 3. Appropriateness of the materials, textures, colors, and details of construction as an expression of the design concept of the project and the compatibility of the same with the adjacent and neighboring structures and functions. Findings. Staff finds the proposed building materials, textures and construction details to be appropriate and compatible with neighboring structures. 4. Adequacy of vehicular, cycling and pedestrian circulation, including walkways, interior drives and parking, in terms of location and number of access points to the public streets, width of interior drives and access points, general interior circulation, separation of pedestrian, cycling and vehicular traffic and arrangement and amount of parking so as to be safe, convenient and, insofar as practical, compatible with the design of proposed buildings, structures and neighboring properties. Findings, The proposed site plan provides for adequate vehicular, pedestrian, and cycling circulation. The proposed access points to public streets are adequate in both number and size. The arrangement and amount of parking that has been provided is adequate insofar as practical given the size and configuration limitations of the site. 5. Creation of an energy -conserving design through design, location, orientation and elevation of structures, the use and location of glass in structures, and the use of landscape materials and site grading. Findings. The applicant has proposed a new construction building that will comply with all current building code standards that relate to energy efficiency. The building orientation options are limited given the width and size of the lot. 6. Protection of adjacent and neighboring properties through reasonable provisions for such matters as surface water drainage, sound and sight buffers, preservation of views, light and air, and those aspects of design, not adequately covered by other regulations, which may have substantial effects on neighboring land uses. Findings. The proposed grading and drainage plan will maintain existing drainage patterns and meet the requirements for surface water management. The proposed project will not interfere with the views or limit access to light and air of adjacent properties. 2. Variance The purpose of a variance is to permit relief from the strict application of the terms of the zoning code. Variances may be granted when they are in harmony with the general purpose and intent of the zoning code, they are consistent with the comprehensive plan and the applicant for the variance establishes that there are practical difficulties in complying with the city's zoning code. An application for a variance requires a public hearing. Planning Case Report 15-09 Page 8 6/2/15 Practical difficulties. As used in connection with granting an application for a variance, practical difficulties means as follows: (a) The property owner proposes to use the property in a reasonable manner not permitted by the city's zoning code. Findings. The subject lot is a narrow lot with a 125 foot width, and is located between two larger commercial lots. The size of the subject lot limits its redevelopment potential to small scale commercial projects such as the sandwich shop that is being proposed. Additionally, the adjacent commercial lots on either side of the subject property contain buildings that are relatively new and in good condition. Therefore, it is unlikely that the subject property would be combined with adjacent land in the future to create a more buildable parcel. In general, the lot's size and physical configuration complicate the site design as a freestanding independent lot. Physical conditions such as lot shape, narrowness, and size are practical difficulties that support consideration of a variance. (b) The plight of the property owner is due to circumstances unique to the property under consideration and not created by the property owner. Findings. The current site size and configuration existed before the applicant's interest in the property. The proposed site design is generally responsive to the physical conditions of the lot. In general, the lot's size and physical configuration complicate the site design for any project, and limit the type of development that can occur on the site. (c) The variance will not alter the essential character of the locality or permit a use not allowed within the respective zoning district. Findings. The adjoining two commercial sites have street side setbacks greater than the 50.7 feet proposed by the applicant. The increased setback requested by the applicant will be consistent with the setbacks on the adjoining lots. The applicant is requesting uses that are allowed in the City Center District. (d) The variance will not impair an adequate supply of light and air to adjacent properties, or substantially increase the congestion of the public streets, or increase the danger of fire or endanger public safety. Findings. The variance for increased setback will not impair light or air to adjoining properties. The increased setback will not contribute to increased traffic congestion or increase the danger of fire or endanger public safety. The primary reason for the variance request is to make room for a "return drive lane" in front of the building that will allow patrons to stay on site should they need to re -circulate through the property after leaving the drive through service lane. This feature will help keep Planning Case Deport 15-09 Page 9 6/2/15 traffic off of 42nd Avenue and help the site function in a more safe and efficient manner. (e) Economic conditions alone shall not constitute a practical difficulty if a reasonable use of the property exists under the terms of the New Hope City Code. Findings. The requested variance is design driven, and not prompted by economics. C. Design and Review Committee The Design and Review Committee met with the applicant on May 14. The committee was in favor of the proposed development and request for variance. D. Approval 1. Type of Approval a. Site Plan Review — quasi-judicial b. Variance — quasi-judicial 2. Timeline a. Date Application Received: May 8, 2015 b. Date Application Deemed Complete: May 22, 2015 c. End of 60 -Day Decision Period: July 7, 2015 d. End of 120 -Day Decision Period: September 5, 2015 VM. Notification Property owners within 350 feet of parcel were notified by mail and a legal notice was published in the SunPost newspaper. VIII. Summary This proposal provides an opportunity for the redevelopment of a distressed property on 42nd Avenue. Such opportunities for redevelopment are a priority of the City. The proposed building and site design generally meet the objectives of the City's Design Guidelines and Comprehensive Plan. This project also represents an opportunity to clean up a challenging site both aesthetically, and environmentally. Given the limitations of the site in terms of size and configuration, staff feels that the City will not likely see a better proposed use of this property. Planning Case Report 15-09 Page 10 6/2/15 IX. Recommendation Site Plan Review Staff recommends that the Planning Commission recommend approval of the site plan, with following conditions of approval: The applicant must identify any rooftop equipment and meet all screening requirements for such equipment. 2. Address numbers of a contrasting color and minimum height of 6" shall be added to the south elevation (facing 42nd Avenue North) of the building. 3. The applicant shall submit a comprehensive sign plan that details all proposed signage for the site. This plan is subject to review and approval by the City. 4. The applicant shall enter into a site improvement agreement with the city to ensure the completion of all required improvements (to be prepared by the City Attorney). 5. The applicant shall enter into a storm water maintenance agreement with the City (to be prepared by the City Attorney). 6. The grading, utility, and erosion control plans shall be reviewed and be subject to final approval by the City Engineer. 7. The applicant shall provide a color elevation of the proposed building. 8. The applicant will provide record plans or as -built drawings to the City following project completion. 9. The applicant will secure administrative use permits for the outdoor dining area and drive through service lane. Variance In conjunction with the site plan approval, staff recommends that the request for a 25.7 foot street side build -to setback variance be approved. Attachments: • Application • Planning Consultant Memo (May 27, 2015) • West Metro Fire and Rescue Memo (May 28, 2015) • City Engineer Memo (May 29, 2015) • Applicant Response Memo and Narratives (May 22, 2015) and (May 28, 2015) • Plans Planning Case Report 15-09 Page 11 6/2/15 PLANNING MAY 0 8 2015 APPLICATION TO PLANNING COMMISSION AND CITY COUNCIL City of New Hope, 4401 Xylon Avenue North, New Hope, MN 55428 Case No. — 01� Planning Deadline /'K'/ lS (Receipt No. Received by C-, 1� Basic Fee De osit 9S-10 3 �5.� 31 CU OD 4A I S ),'S.(Do I& �a'5-oo Name of Applicant: # 10'�)Ik � - Phone: .SZ — '2-S-0 - Zoo Applicant Address Yq 31 L J, �'5 S t Street Location of Property: TZ7-o 42-rvC A,.&E PID: I -? I) 5a 1 cub j S - Legal Description of Property: �f7 S ;,�� c r� Sl�� L , OWNER OF RECORD: Name: r7F % Address: Jks-o /l% „�� OEt v AAAJ Home Phone: Work Phone: Applicant's nature of Legal or Equitable Interest: Aro---,f,....C, r— Fax: Type of Request: (pertaining to what section of City Code) S P1+- R4--, fC, ,.. Please outline Description of Request: (use additional pages if necessary) — o, -9i 0 S rrf Why Should Request be Granted: _ .4 t.�/►-+rz (attach narrative to application form if necessary) G',4commnP.v%pi ANK1i Nr',,wic2 ITrAACM1... a.... ... I R-- ,.. I__ 11. NORTHWEST ASSOCIATED CONSULTANTS, INC, 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 plan ners<anacplanning.com MEMORANDUM TO: Jeff Sargent FROM: Alan Brixius DATE: May 27, 2015 RE: New Hope — 7820 42nd Avenue Development FILE NO: 131.01 — 15.06 BACKGROUND The City has received application from Patrick Sarver for site and building plan review for redevelopment of the commercial site at 7820 42nd Avenue in New Hope. The site currently contains a vacant car wash and gas pumps. These existing buildings and facilities will be totally removed to make room for a 2,200 square foot sandwich shop with a drive-through service lane. The site is zoned CC, City Center District. The following comments represent our review of the revised plans dated 518115. ANALYSIS Zoning. The site is zoned CC District which allows restaurants as a permitted use. Drive-through service lanes and outdoor dining are allowed by administrative permit. Lot Area/Setbacks. The following table illustrates the CC District lot area, width, and setback standards compared to the proposed site plan: Required Proposed Compliance Lot Area No Minimum 24,905 square feet Yes Lot Width No Minimum 125 feet Yes Building Setbacks Front Build to Line (South) 10-25 feet 50.7 feet No Side Yard East 5 feet 46 feet Yes Side Yard West 5 feet 28 feet Yes Rear Yard (North) 10 feet 59 feet Yes Build to Line Variance. The CC District establishes a build to line of 10 to 25 feet from the public street right-of-way. The applicant is requesting a variance from the CC District build to line to allow the principal building to be set back 50.7 feet from the 42"d Avenue right-of-way. Section 4-36 of the New Hope Zoning Code outlines the following criteria for considering a variance: That the property owner proposes to use the property in a reasonable manner not permitted by the City's Zoning Code. Comment: The applicant is redeveloping a deteriorated property at 7820 42nd Avenue. This lot is a narrow lot with a 125 foot width, located between two larger commercial lots. The lot's size and physical configuration complicates the site design as a freestanding independent lot. Physical conditions such as lot shape, narrowness, and size are practical difficulties that support consideration of a variance. 2. The plight of the property owner is due to circumstances unique to the property under consideration, not created by the property. Comment: The current site size and configuration pre-existed the current property owner. The site design is generally responsive to the physical conditions of the lot. 3. The variance will not alter the essential character of the locality or permit a use not allowed within the respective district. Comment: The adjoining two commercial sites have setbacks greater than 80 feet. The increased setback requested by the applicant will be consistent with the greater setbacks on the adjoining lots. The applicant is requesting uses that are allowed in the CC District. 4. The variance will not impair an adequate supply of light and air to adjacent property, or substantially increase the congestion of the public streets, or increase the danger of fire or endanger public safety. Comment: The variance for increased setback will not impair light or air to adjoining properties. The increased setback will not contribute to increased traffic congestion. 5. Economic conditions alone shall not constitute a practical difficulty if a reasonable use of the property exists under the terms of this Code. Comment. The requested variance is design -driven and is not a condition driven by economics alone. 2 6. A practical difficulty shall be unique to the parcel or lot for which the variance is being sought and is not generally applicable to other properties within the same zoning district. Comment: This property is unique in that the site is being totally redeveloped and the variance is needed. Adjoining properties within the same block are developed and the sites are exempted from the CC District build to line requirement. Based on the aforementioned analysis, staff would support the requested variance. Green Space. The CC District requires 5% of the total lot area of a commercial site to be green space. Through the redevelopment of this site, the green space is being increased from 4% in the existing condition to 18% under the proposed site plan. Parking. The CC District establishes minimum and maximum parking standards for restaurants. The minimum standard requires one space per 200 square feet of floor space and a maximum standard of one space per 75 square feet for floor space. These standards establish a parking range of 11 to 29 required parking stalls. The applicant's site plan proposes 13 parking stalls, two of which have restricted hours for parking availability and two are designated for disabled motorists. This leaves nine stalls available without restrictions. During the preliminary review of the site plan by the Design and Review Committee, the following concerns were expressed: Employee Parking Staff has inquired as to how many employees would be working at the restaurant at its busiest shift. How many of the available parking stalls shall be occupied by employees? The applicant has provided a floor plan breakdown that establishes approximately 1,150 square feet of the proposed building for kitchen, restroom, and production area. The applicant must provide information with employee counts to judge the adequacy of their parking. 2. Customer Parking. The applicant has provided a general floor plan breakdown that indicates 1,100 square feet of the building will be customer area. This breakdown does not provide a seating plan or anticipated occupancy. Outside of the CC District, the City requires one parking space for each 40 feet of dining or bar area. An 1,100 square foot dining room would be required to provide 27 parking stalls. 3. Outdoor Dining, The applicant is also requesting outdoor dining that will provide eight tables or 16 seats. This contributes to the parking demand. 4. Deliveries. Staff also inquired as to whether this restaurant will offer a food delivery service for call-in orders. The applicant must provide a description of whether this service is offered and how the on-site parking will address the delivery vehicles. 3 The CC District is a transit -oriented designed zoning district intended to promote site accessibility by multiple travel modes, including transit, walking and bicycling. In this regard, the district parking standards are less restrictive than the City-wide standards. The applicant's site plan meets the minimum CC District parking standards, however, this is an independent freestanding site that does not have available shared parking with other uses. In this respect, the applicant must demonstrate that the provided parking is adequate for the size of restaurant and anticipated functions and as such, the applicant must provide the following information - 1 . nformation: 1. Number of employees working on the maximum shift. 2. Dining room capacity to help determine customer parking. 3. Will the restaurant offer food delivery and if so, number of drivers? We recognize that the drive-through service lane may accommodate the greatest portion of on-site business, however, the applicant must demonstrate adequate parking supply for the intended uses. The proposed parking stalls and aisles are all properly dimensioned and meet the City's design standards related to surfacing, striping, and curbing. Per the recommendation of the Design and Review Committee, the curb cuts have been narrowed. The west curb cut is now 26 feet wide and the east curb cut is 30 feet wide. Disability Parking. The site plan provides two disability parking stalls. This meets requirements. Bicycle Parking. The site has two hitching post bike racks, providing a total of four bicycle parking spaces at the rear of the building. This is compliant with City requirements. Pedestrian. The site plan provides a sidewalk connection between the sidewalk along 42nd Avenue and the building entrance. Crosswalks should be marked where the sidewalk intersects with internal driveways. Loading. A trash handling equipment and loading area are proposed at the north end of the building. Plan EX1.0 illustrates the difficult turning movements for a single unit box truck to access and egress this area. The maneuvering area is reliant on both the drive-through service lane and required parking stalls to access the loading area. The new plans have not made any revisions to the site design to improve truck maneuvering. The applicant's narrative suggests that deliveries to the site shall be coordinated before store hours to avoid parking conflicts. This information is not sufficient to address this issue. The applicant must provide the following information to demonstrate that the site can accommodate truck deliveries: Store hours of operation. 4 2. Description of the type of deliveries and type of trucks that will serve the site. Plan EX1.0 shows a 30 foot long single unit box truck having difficulty maneuvering on the site. Longer trucks (i.e., beverage trucks) will have difficulty accessing and egressing the site. 3. Garbage haul times. The applicant's site design must be able to allow delivery vehicles to physically circulate within the site to ensure a functional design that is not reliant on the public street. Some site designs that may improve the truck maneuvering on the site may include: Reducing the parking island length between the drive-through lane and the parking stalls. 2. Reconfigure and deepen the loading area and trash enclosure area Lighting. Plan LT1.0 is the site photometric pian. The light levels internal to the site meet City standards for areas such as building entrance, sidewalks, and parking lots. The City limits light levels at the street right-of-way to one foot candle. The photometric plan shows light levels above one foot candle at the 42nd Avenue right-of-way. The proposed light poles are 20 feet tall, meeting ordinance requirements. The applicant has submitted cut sheets for the light fixtures that demonstrate 90 degree cutoff and shielded light sources. Drive-through Service Lane. The proposed drive-through service lane meets all the requirements of the CC District related to stacking and segregation from parking areas. The applicant will be required to submit a detail on the menu board and external speaker system for City review and approval, Outdoor Dining. The site plan shows a proposed outdoor patio that will include outdoor drainage. Section 4-17(d)(1).d outlines the following standards for outdoor dining: The applicant has submitted a patio detail providing eight tables and 16 seats within the outdoor patio. 2. The total patio area is approximately 260 square feet, which is less than 30% of the 1,100 square foot restaurant customer area. 3. The patio dining will be segregated from the adjoining drive aisles with a landscape hedge of alpine currants. The plantings will initially be planted at a 24 inch height. We would recommend that the four foot tall fence or railing be installed along the patio to control access and egress to the patio area. 4. The patio will be constructed with a concrete surface that will afford a surface that may be kept clean and attractive. 5. The table and chair arrangement provides the required 36 inch aisles within the dining area per ordinance. 6. The applicant shall provide a detail on the proposed outdoor furniture and a description of its off-season storage, 7. The outdoor dining area shall be included in the required parking demand. The applicant must address the previous issues related to on-site parking to demonstrate adequate parking for the proposed use of the site. Landscape Plan. Plan L1.0 is the proposed landscape plan. In review of the plan, we find that the plan is generally well conceived. The plan addresses both the building perimeter and the periphery of the site. Plant types, sizes and species meet City Code. All landscaped areas will be irrigated. Snow Storage. The site design does not allow space for on-site snow storage. The applicant's narrative indicates that snow will be removed from the site. The snow removal plan must be expanded to outline events, parameters and procedures for removal of snow from the site to ensure timely plowing and snow removal from the lot. Building Design. Review of the building design raises the following issues: The New Hope Design Guidelines require 60% of any building facade to consist of primary materials of brick, stone, precast concrete units, precast concrete panels, or glass. Thirty percent may be secondary materials of decorative block, stucco, or EFIS. Ten percent of the exterior fagade may consist of accent materials like architectural metal work, glass block, or copper flashing. The building elevations consist primarily of brick and glass on all walls. Stucco is used as a secondary material. On each wall, stucco is less than 30% of the individual wall. Metal canopies and metal rail features are used to accent the building. The building meets the Design Guidelines for materials. 2. The building design should establish a bottom, middle, and top using a variety of materials, colors or design. 3. The roof line is flat along the entire building. We would recommend some variation in the roof parapets to provide architectural interest to the building, 4. The applicant must identify the location and height of any rooftop equipment and demonstrate appropriate screening of rooftop equipment. While the applicant's narrative states the mechanical equipment will be screened, the site and/or building plans must show locations of mechanical equipment and detail the screening materials. 5. A general floor plan of the building must be provided. The applicant divided the building footprint, indicating 1,150 square feet of kitchen/restroom/production areas and 1,100 square feet of customer area. The applicant has not provided a seating plan for the in -building dining. Signs. Within the CC District, single occupancy buildings are limited to two wall signs not to exceed 10% of the building fagade in which they are located. The building elevation shows three wall signs. The applicant may pursue additional wail signs with the submission of a comprehensive sign plan for the site. The comprehensive sign plan should include all site signage including: 1. Wall signs size and location. 2. Freestanding signs size location, height and design. 3. On-site traffic directional signs. 4. Drive-through service lane menu boards. The site plan shows a freestanding sign along 42 Id Avenue. Within the CC District, freestanding signs are limited monument signs not exceeding 100 square feet in area and 12 feet in height. Permanent freestanding signs must be set back 10 feet from any property line. Trash Enclosure. The plan set shows both the location and design of the proposed trash enclosure. The plans comply with City standards. CONCLUSION 1 RECOMMENDATION The proposed application provides opportunity for the private redevelopment of a marginal site within the City. This type of redevelopment is promoted by the Goals and Policies of the Comprehensive Plan. This being said, the proposed use and site design must demonstrate that it can function as a freestanding site and not negatively impact surrounding properties. In balancing these community objectives, we are recommending approval of both the site plan and the request for build to line setback variance provided the applicant can adequately address the following conditions: Demonstrate adequate parking to accommodate employee parking, customer dine in parking, outdoor dining, and deliveries. This issue was raised at Design and Review Committee and has not been addressed. The applicant must identify the following: a. Number of employees at the restaurant's busiest shift. b. Seating capacity of the indoor dining room. C. Will the restaurant offer food delivery? If so, number of delivery drivers. 7 2. The site design must be capable of being served by delivery vehicles. The site is designed awkwardly for trucks not exceeding a 30 foot single unit box truck. The site may not be able to accommodate any type of larger truck. In this light, the applicant must demonstrate that the site has adequate truck delivery service. The following information must be provided: a. Hours of operation for the restaurant. b. Description of the type of deliveries and type of trucks that will serve the site. C' Garbage hauling times. d. Explanation on how the restaurant will control delivery times. 3. The applicant investigate design options to improve access to the loading area as outlined in this report to determine if they offer improved truck maneuvering within the site. 4. Drive-through service lane is approved provided that the applicant submit a detail of the menu board and intercom system as part of an overall comprehensive sign plan. 5. The outdoor dining area is approved subject to: a. The applicant install a four foot railing between the edge of the patio and the landscape hedge to prevent people leaving the patio through the drive aisles. b. The applicant provide a detail of the proposed outdoor furniture and a plan for its seasonal storage. C. The applicant demonstrate that the site offers adequate parking for employees, interior dining room, and the outdoor dining area. & The applicant provide a color elevation of the proposed building. 7. The applicant identify the location of all mechanical equipment and proposed screening of said equipment. 8. The applicant submit a comprehensive sign plan for the site illustrating and detailing the following: a, Wall signs size, location and design. b. Freestanding signs size, height, location and design. C, On-site traffic directional signs location, size, and design. d. Drive-through menu board size, location, design, and sound system. 9. The applicant's snow removal plan must be expanded to outline events, parameters and procedures for the plowing and removal of the site to ensure timely and effective snow removal. 9 W EST METRO FRE -RESCUE DISTRICT To; F"Ir Date Sut*Ct: Aaron, ! V I V O R—A N ILJ LI 4I b A1uzniCl*id>,NmyligxOxruiuniit DXm-k-prnesit,c-dak Shelby Wolf, Deputy Fire Marshal May, 28, 2015 l4nised131-ui>z1I'Lvoxa>iixntsfx7F14?l'i1\,eNc)td;Nc-tvHolx,,1tiN I Nletro 1'irc-Rescue District conducted a revised plan review for the SeriOls The Cilics of above mentioned address which «rill be a sandNvich shop. All but one item aClynal •aVGw Hope has beea7 approved. The follorviiig item that is listed below are. either. comments or requirements per West Metro lire -Rescue District, City Ordinances and the 2007 Minnesow State 1~ire Cade and NFP ., -1 Standards. 1, Nowlicre on the plans diel it indicate where the address will be on the building. The arldrrs,r uavib ix .+`bran be on /he ad(b-es.s rule q1' !be buildingand nd o f a advi: The r?rininulpi .,'itis vf" Me naly2bers Thrall be t M,'hes. If you have any questions please feel free to contact me at (76 3) 230-71106. SinccrelyF, 7 Shelby Wolf Deputy;, litre Marshal 4251 yivlon Ave N. New Hope, I41N 55428 Voice 763.230.7000 Fax 703.230.7029 lLestII]e t ref re.com May 29, 2015 File: 193800102 Stantec Consulting Services Inc. 2335 Highway 36 West St. Paul MN 55113 Tel: (651) 636-4600 Fax: (651) 636-1311 Attention: Jeff Sargent Community Development Director City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Reference: 42nd and Winnetka Development - Plan Review Dear Jeff, We have reviewed the revised redevelopment plans for 42nd and Winnetka Development as submitted by Patrick Sarver on May 22, 2015. Previous comments have either been addressed, or are otherwise shown below. Sheet C1.0 - Removals Plan 1. As stated on the plans, coordinate light pole and base removals with the City. One city -owned light is located north of the existing sidewalk. 2. As the existing water service connects to the existing trunk 16" PCCP water main, the abandoning and removal of the service needs to be further reviewed by the City. Sheet C4.0 -Utility Plan 1. Coordinate water service and sanitary sewer service installation with the City and County. Traffic control and lane closures on 42nd Avenue will be required. Sheet EX 1.0 -Turning Movement Exhibit 1. Verify trucks for deliveries and trash can access site. Provide additional details on no parking areas, times, and when deliveries and trash pick-up is anticipated. May 29, 2015 Mr. Jeff Sargent Page 2 of 2 General Comments 1. This property is located in the Shingle Creek Watershed, but does not require a plan review. The best management practice (BMP) of the installation of the 3' sump catch basin, along with the reduction in impervious surface, provides the storm water treatment required. a. A storm water maintenance agreement is required for the BMP, and a sample agreement will be provided by the City. 2. Hennepin County needs to review the plans as there is work within the County right of way on 42n'l Avenue North (County Rood 9). 3. Provide record plans or as -built drawings following project completion, as required by engineering. If you have any questions or require further information please call me at (651)604-4808. Regards, STANTEC CONSULTING SERVICES INC. r Christopher W. Long, P.E. c. Aaron Chirpich, Susan Rader, Bob Paschke, Bernie Weber, Dave Lemke, Shawn Markham, John Blasiak, Jeff Alger, Roger Axel - New Hope; Alan Brixius - NAC Planning; Shelby Wolf - West Metro Fire; Kellie Schlegel, Tyler Johnson, Adam Martinson, Megan Albert, Mark Hanson - Stantec. �4;1 le 6 ' 1� It G R O U P Memorandum TO: Aaron Chirpich Community Development Specialist City of New Hope 4401 Xylon Ave N New Hope MN 55428 763.531.5114 office achirpich@ci.new-hope-mn.us FROM: David Knaeble, PE Civil Site Group DATE: 05/22/15 RE: 42}d & Winnetka Development response memo and Project Narrative The following is in response to City comments: City of New Hope Fire Department Comments — 5/13/2015 This new building is 2200 square feet. This building shall be provided with a fire sprinkler system per the requirements of Minnesota Rules Chapter 1306 which was adopted into Ordinance which states: A group B, F, M, A and S occupancies with 2, 000 or more gross square feet offloor area or three or more stories in height shall have afire sprinkler systeminstalled in the building. CSG RESPONSE: comment noted_ 2. The Sheet a21 0 does not show where the address numbers will be located. The address numbers shall be located on the main address side of the building, with a minimum of b inch numbers that are of a contrasting color. CSG RESPONSE address location has been added to plan sheet. 3. This building will have a full fire sprinkler system. The plans do not indicate where the fire department connection (FDC) will be located. The FDC location shall be approved by the Fire Department. Provide a utility plan or site plan showing where the FDC and hydrants will be located. The FDC shall be located no more than 100 feet from away from afire hydrant. If a hydrant is farther away than 100_feet an additional hydrant will be required. Please note that depending on where the FDC and hydrant is located afire lane may be required. Also you will need to be aware of landscaping not blocking hydrants and/or the FDC". CSG RESPONSE: connection location shown on site plan- Stantee Consulting Services Inc. Comments — 5/14/2015 Page C 1.0 -Removals Plan: 1. Coordinate light pole and base removals with the City. Two city -owned lights are located north of the existing sidewalk. 4931 West 35° Street • Suite 200 • St. Louis Park - Minnesota 55416 - www.civilsitegroup.com Matt Pavek. PE • 763-213-3944 Patrick Sarver. PLA - 952-250-2003 CSG RESPONSE: notes have been added to plan per comment 2. As the existing water service connects to the existing trunk 16" PCCP water main, the abandoning and removal of the service needs to be further reviewed by the City. CSG RESPONSE: notes have been added to plan per comment Page C2.0 -Site Plan: 1. Concrete driveway widths shall be reduced per City and County recommendations. CSG RESPONSE: plan has been revised and noted accordingly. 2. Identify curb cuts at sidewalk locations. CSG RESPONSE: plan has been revised and noted accordingly 3. Identify concrete curb gutter out areas. CSG RESPONSE: plan has been revised and noted accordingly Page C3.0: 1. Verify spot elevations and show drainage arrows. CSG RESPONSE: plan has been revised and noted accordingly Page C4.0: 1. City branding on existing manhole lids shall be utilized. Coordinate with public works. CSG RESPONSE: plan has been revised and noted accordingly 2. The existing City storm structure located on the northwest comer of the site shall have the new casting and rings installed per the City standard detail (HDPE rings, fabric wrap). CSG RESPONSE: plan has been revised and noted accordingly 3. Coordinate water service and sanitary sewer service installation with the City and County. Traffic control and lane closures on 42nd Avenue will be required. CSG RESPONSE: plan has been revised and noted accordingly. Contractor shall coordinate lane and road closures at time of construction 4. No wet taps are allowed for connection to the existing 8" DIP water main. An S" x 6 ' tee shall be cut in. CSG RESPONSE: plan has been revised and noted accordingly Coordinate water valve location with the City. CSG RESPONSE: plan has been revised and noted accordingly Sheet EX 1.0 -Turning Movement Exhibit: 1. Verify trucks for deliveries and trash can access site. Provide additional details on no parking areas, times, and when deliveries and trash pick-up is anticipated. CSG RESPONSE: plan has been revised and noted accordingly, including pavements and signage. General Comments: 1. This property is located in the Shingle Creek Watershed, but does not require a plan review. The best management practice (BMP) of the installation of the 3' sump catch basin, along with the reduction in impervious surface, provides the storm water treatment required. CSG RESPONSE: plan has been revised and noted accordingly a. A storm water maintenance agreement is required for the BMP, and a sample agreement will be provided by the City. CSG RESPONSE: shall be provided before completion of construction 4931 West 35`h Street • Suite 200 • St. Louis Park - Minnesota •55416 • www.civiLsitegroup.com Matt Pavek, PE 763-213-3944 Patrick Sarver, PLA • 952-250-2003 2. Hennepin County needs to review the plans as there is work within the County right of way on 42nd Avenue North (County Road 9). CSG RESPONSE: plans shall be submitted for County review prior to construction 3. Provide record pians or as -built drawings following project completion, as required by engineering. CSG RESPONSE: plans will be provided following .job completion. Nortbwest Associated Consultants, Inc. Comments — 5/13/2015 Zoning 1. The site is zoned CC District which allows restaurants as a permitted use. Drive-through service Ianes and outdoor dining are allowed by administrative permit. CSG RESPONSE: commented noted Lot Area/Setbacks 1. The following table illustrates the CC District lot area, width, and setback standards compared to the proposed site plan: a. The proposed building fails to meet the CC District build to setback. The applicant is requesting a variance to allow a 50.7 foot setback from the south lot line. In considering the setbacks of two adjoining buildings, staff believes the setback variance is reasonable and in keeping with the character of the adjoining development. CSG RESPONSE: comment noted Green Space 1. The CC District requires 5% of the total lot area of a commercial site to be green space. Through the redevelopment of this site, the green space is being increased from 4% in the existing condition to 18% under the proposed site plan. CSG RESPONSE: comment noted Parking 1. The CC District requires one parking stall per 200 square feet of floor area. This would require 11 parking spaces. The applicant's site plan shows 13 parking stalls, however two stalls will include parking restrictions related to time. The parking stalls are dimensioned at 9 feet by 19 feet to meet City Code. The drive aisle is 24 feet wide, exclusive of the drive-through lane. CSG RESPONSE: comment noted 4931 West 35" Street • Suite 200 • St. Louis Park • Minnesota •55416 • www.cdvilsitegroup.com Matt Pavek, PE - 763-213-3944 Patrick Sarver, PLA • 952-250-2003 Required Proposed Compliance Lot Area No Minimum 24,905 square feet Yes Lot Width No Minimum 125 feet Yes Building Setbacks Front Build to Line South 10-25 feet 50.7 feet No Side Yard (East) 5 feet 46 feet Yes Side Yard (West) 5 feet 28 feet Yes Rear Yard North 10 feet 59 feet Yes Lot Area/Setbacks 1. The following table illustrates the CC District lot area, width, and setback standards compared to the proposed site plan: a. The proposed building fails to meet the CC District build to setback. The applicant is requesting a variance to allow a 50.7 foot setback from the south lot line. In considering the setbacks of two adjoining buildings, staff believes the setback variance is reasonable and in keeping with the character of the adjoining development. CSG RESPONSE: comment noted Green Space 1. The CC District requires 5% of the total lot area of a commercial site to be green space. Through the redevelopment of this site, the green space is being increased from 4% in the existing condition to 18% under the proposed site plan. CSG RESPONSE: comment noted Parking 1. The CC District requires one parking stall per 200 square feet of floor area. This would require 11 parking spaces. The applicant's site plan shows 13 parking stalls, however two stalls will include parking restrictions related to time. The parking stalls are dimensioned at 9 feet by 19 feet to meet City Code. The drive aisle is 24 feet wide, exclusive of the drive-through lane. CSG RESPONSE: comment noted 4931 West 35" Street • Suite 200 • St. Louis Park • Minnesota •55416 • www.cdvilsitegroup.com Matt Pavek, PE - 763-213-3944 Patrick Sarver, PLA • 952-250-2003 2. The curb cut widths along 42nd Avenue are 28 and 38 feet. We would recommend narrowing the curb cut to 26 feet on the west and 30 feet on the east. The parking lot, drive-through lane, and driveway all have a perimeter curb setback of five feet from the property line. This meets City Code.. CSG RESPONSE: drive openings have been revised. Disability Parking 1. The site plan provides two disability parking stalls. This meets State requirements. CSG RESPONSE: comment noted Bicycle Parking 1. The site has two hitching post bike racks, providing a total of four bicycle parking spaces at the rear of the building. This is compliant with City requirements. CSG RESPONSE: corninent noted Pedestrian 1. The site plan provides a sidewalk connection between the sidewalk along 42nd Avenue and the building entrance. Crosswalks should be marked where the sidewalk intersects with internal driveways. CSC RESPONSE: crosswalk has been added to plans Loading 1. A trash handling equipment and loading area are proposed at the north end of the building. Plan EX1.0 illustrates the difficult turning movements for a single unit box truck to access and egress this area. The maneuvering area is reliant on both the drive-through service lane and required parking stalls to access the loading area. The applicant must describe the type of deliveries, trucks, and their ability to regulate delivery and garbage hauling times to demonstrate that this restaurant can take deliveries. Some design improvements may be: CSG RESPONSE: description of turning movements have been added to the narrative 2. Reducing the parking island length between the drive-through lane and the parking stalls. CSG RESPONSE: islands have been revised Reconfigure and deepen the loading area and trash enclosure area. CSG RESPONSE: trash and loading area has been revised Lighting 1. Plan LT1.0 is the site photometric plan. The light levels internal to the site meet City standards for areas such as building entrance, sidewalks, and parking lots. The City limits fight levels at the street right-of-way to one foot candle. The photometric plan shows light levels above one foot candle at the 42nd Avenue right-of-way. CSG RESPONSE: lighting plan has been updated accordingly 2. The proposed light poles are 20 feet tall, meeting ordinance requirements. The applicant shall submit cut sheets for the light fixtures to demonstrate 90 degree cutoff and shielded light sources. CSG RESPONSE: equipment cut sheets provided 4931 West 35" Street Suite 200 • St. Louis Park • Minnesota •55416 � www.civilsitegroup.com Matt Pavek, PE � 763-213-3944 Patrick Sarver, PLA • 952-250-2003 Drive-through Service Lane 1. The proposed drive-through service lane meets all the requirements of the CC District related to stacking and segregation from parking areas. The applicant will be required to submit a detail on the menu board and external speaker system for City review and approval. CSG RESPONSE: board details shall be provided prior to construction Outdoor Dining 1. The site plan shows an outdoor patio but does not provide any details to evaluate this area for outdoor dining. If outdoor dining is desired, the applicant must provide information that addresses the performance standards of Section 4-17(d)(1)d (outdoor dining) of the New Hope City Code. CSG RESPONSE:: table locations and general dining area have been shown, as well as general travel arrow Landscape Plan 1. Plan L1.0 is the proposed landscape plan. In review of the plan, we find that the plan is generally well conceived. The plan addresses both the building perimeter and the periphery of the site. Plant types, sizes and species meet City Code. All landscaped areas will be irrigated. To screen the parking area and drive-through lane, we would recommend additional hedge plantings along the cast lot line. CSG RESPONSE: plan has been revised per comments Building Design 1. The New Hope Design Guidelines require 60% of any building facade to consist of primary materials of brick, stone, precast concrete units, precast concrete panels, or glass. Thirty percent may be secondary materials of decorative block, stucco, or EFIS. Ten percent of the exterior facade may consist of accent materials like architectural metal work, glass block, or copper flashing CSG RESPONSE: commenl noted 2. The building elevation consists primarily of brick and glass on the north, south and east elevations. However, the elevations fail to identify the alternative building material. The applicant must identify all exterior building materials and demonstrate compliance with the aforementioned guidelines. CSG RESPONSE: material notes have been 3. The building design should establish a bottom, middle, and top using a variety of materials, colors or design. CSG RESPONSE: comment noted 4. The roof line is flat along the entire building. We would recommend some variation in the roof parapets to provide architectural interest to the building. CSG RESPONSE: curnnient noted 5. The applicant must identify the location and height of any rooftop equipment and demonstrate appropriate screening of rooftop equipment, CSG RESPONSE: full screening details shall be provided prior to construction 4931 West 35' Street • Suite 200 • St. Louis Park • Minnesota •55416 • vwdw,civllsltegroup.com Matt Pavek, PE • 763-213-3944 Patnck Sarver, PLA • 952-250-2003 5. A general floor plan of the building must be provided. CSG RESPONSE; full lloorplan shall be provided prior to construction Signs 1. Within the CC District, single occupancy buildings are limited to two wall signs not to exceed 10% of the building fagade in which they are located. The building elevation shows three wall signs. CSG RESPONSE: plan has been adjusted accordingly 2. The site plan shows a freestanding sign along 42nd Avenue. Within the CC District, freestanding signs are limited monument signs not exceeding 100 square feet in area and 12 feet in height. Permanent freestanding signs must be set back 10 feet from any property line. CSG RESPONSE: sign has been shown to comply. Full sign application shall be present to city prior to construction. Trash Enclosure 3. The plan set shows both the location and design of the proposed trash enclosure. The plans comply with City standards. CSG RESPONSE: comment noted 4931 West 35" Street • Suite 200 • St. Louis Park . Minnesota •55416 • www.civilsitagroup.com Matt Pavek, PE • 763-213-3944 Patrick Sarver, PLA • 952-250-2003 118 I. 26ti Slreel Sail 1300 klpls. kIN 55404 P 612-879-8225 F 612-879-8152 tcnek corn May 8, 2015, revised per city comments: May 22, 2015 Java Properties Project Narrative for 7820 42"d Avenue N The project located at 42nd and Winnetka is a proposal for a new building replacing the existing structures on site. The proposed use would be a sandwich shop. The site provides the required parking on site and includes a drive thru on the west side of the building. The building also includes a remote trash enclosure as shown on the architectural elevations. The site also includes bike locks_ Snow Storage: Snow will be removed from site. Delivery: Deliveries will be coordinated before store operations to avoid parking conflicts. All stalls will remain available for parking on the site. Trash removal: Trash removal will occur before hours of operation. Signage will comply with city requirements and final signage shop drawings will be submitted for approval prior to construction. Mechanical equipment will be screened. The site does require a building set back variance on the front lot to accommodate the interior circulation flow. This would allow traffic from the drive thru lane to stay on site. Sincerely, Nathaniel Shea� `' NCARB, A.I.A., Rrincipal Revised Applicant Narrative 5-28-15 Parking Summary This particular tenant does a quick food service / fast casual type of business. The tenant typically does more than of 65% of their business through their drive thru, and therefore does not require as much surface parking because of the heavily weighted reliance on the drive0thru business. For comparison purposes, we put them in a location in Chanhassen last year and the parking ratio was just a little more than 4 spaces per 1,000 gross square feet, and the store is doing great. We are also working on a location with the tenant in Maplewood with a 5 per 1,000 parking ratio, which is less than this proposed New Hope site. Also to support the availability of closest parking being available to the customers, we have negotiated a parking agreement with the neighboring property to the East for the employees to park there. Snow Storage and Handling Specifically because of the limited site area to allow for onsite storage of snow, the property owner will contract with a snow removal contractor to make certain that all of the site circulation and parking areas will be maintained clear of snow. Deliveries This tenant does not provide a delivery service for call in orders. Low The site plan has been revised to better respond to the primary desired delivery traffic movement moving though the site, alleviating the need for many internal traffic movements. The store hours of business will be 11 am to 10 pm daily. The majority of the delivery and loading traffic will be handled by a maximum 30' single unit box truck. Even the longer beverage truck is able to maneuver through the site. 42ND AND WINNETKA DEVELOPMENT DEVELOPER 1 PROPERTY OWNER: JAVA CAPITAL PARTNERS 333 WASHINGTON AVENUE NORTH, SUITE 401 MINNEAPOLIS, AN 55401 ENGINEER! LANDSCAPE ARCHITECT: CNIL SITE GROUP 1991 W 35TH STREET SUITE 200 ST LOUIS PARK, MN 55410 6134150080 SURVEYOR: ACRE LA NO SURVEYING, INC. 9140 BALTIMORE STREET NE, SUITE 190 ELAINE, MN 55449 76$ 458T207 GEOTECHNICAL ENGINEER: TBD NEW HOPE, MINNESOTA ISSUED FOR: CITY SUBMITTAL �i�NiMN Yve.ru.0 sm+. r I 14 SITE LOCATION MAP AISITE LOCATION 932 E%. T CONTOUR ELEVATION INTERVAL EXISTING SPOT GRADE ELEVATION xW PROPOSED r CONTOUR ELEVATION INTERVAL SPOT GRADE ELEVATION 1Gl;TTERFLOW LINE © UNLESSOTHLRWXSLNOT€O) Word T mt nn c SPOT GRADE ELEVATION BACK OF CURB (TOP OF l CIIRsl Z SPOT GRADE ELEVATION `OF OF wA. L Lu Z SPOT GRADE ELEVATION BOTTOM OF WALL DRANAGEARROW T EMERGENCYOVERFLOW EOE E%ISTING STORM SEWER •--------------- SET F ENCS V GRADING LMI I --- I INLFT PR0TFC7ION a BTAS1—CGNSTRUCTION ENTRANCE AF 5011 EORNG LDCATKIN - CURB AND GUTTER J -D -TIP OUT) 0 PROPOSED NANPOLE STORM PROPOSED CATCH RASH OR CAlOH RASN MANHOLE STORM PROPOSEUGATEVALVE PROPOSED FIRE HYDRANT © PROPOSED MANHOLE SANITARY L7 PROPOSEDSIGN l PROPOSED LIGHT Z PROPOSED SANITARY SEWER Lu Z EROPOSEDSTORM SEWER PROPOSED WATER MAN T EXISTINGSANITARYEE WER w E%ISTING STORM SEWER W E% ISTING WATER MAIN E%ISTING GAS MAIN Z E%ISTING UNDERGROUND ELECTRIC C EXISTING UNDERGROUND CABLE FXSTINGMANHOLE Z E%ISTIINGELECTRICSGX Ll EXISTING CATCH BASIN EXISTING LIGHT *W EXISTNGHYDRANT 0 EXISTING GAS METER 0 EXISTING STOP OX a EXISTING GAS VALVE — E XISTINGGATEVALVE GOPHER STATE ONE CALL WW W. GOPHERSTATEONECALL ORG fEaO)25s-1180TGLL FREE Ia511454-0002 LOCAL i SHEET INDE: SHEET NUMBER SHEETTITLE COLD TITLE SHEET CO -1 SITE SURVEY CT.O REMOVALS PLAN C2.0 SITE PLAN C3.0 !GRADING PLAN C4.0 ; UTILITY PLAN C5.0 DETAILS CS.T DETAILS C5.2 DETAILS L1.0 I LANDSCAPE PLAN $}1".0 STORM WAI ER POLLUI ICN PRLVENHUN PLAN _ �5}(Ij7.1. 910iiM WA'IERPLYLUIIDNIR-lNII—"— $W'1.2 I STORM WATERPOLLIA101?REVENTIONPLAN T�!3 STORM WATER POLLUTION PREVENTION PLAN LIGHTING PLAN G R O V P SIA?GIH Sf, lark Rob LdIIL PARK. MR 5541E CwlK.teGrwupum �esll PeiN' PitScrYM a,2da.�m o5arm,xm3 aXII � I L7 F H w Z H 0 Lu Z a w Z w W z Z Z C y IL ❑ OLU Z N Z LLL a a Z ¢w LU z�Z z❑ a n N 'S I HEREBY CERRFY TIOT THIS PLAN SPSCEfl H.. ORRIiP-TWAS _'l -ED BY ME OR --ER MY OgEGT SUPERVISION AND THAT I AMA -11 LICENSED PROFS SSIONAL ENGINEER _14 THE —8 ar TNF -TE .1 AIPNESGTA —5t0l15e caws¢ o X4283 IESUEMUSMITTAL SUMMARY - palE BEeGRIPnoN G&t5:GITY SIJBMITTRL REVISION SUMMARY J OESCRIPl10N TITco-0 LE SHEET TI 1�/ o - qJ ALTAIACSM LAND TITLE SURVEY PROPERTY ADDRESS: #7820 42nd Avenue N., New Hope, MN 55427 For, Civil Site LEGAL DESCRIPTION. IVR Talc Epmma— Nu. MT 15"95) The Weal 155 NO W I., pan 0 T,sd A NwU 9 0.lu.p drawn xt ripnime'es+a pw Ww[Ar. d'wNtad Naanapdnl Wravl i06 NH Nv Nanw N"NINw"yt ru.w,W—Trak Am Re---Lane-1 Ne I—. nn,vwpi"Ga•W, NN. 9"Ia. GENERAL NOTES: 13 WING SYSTEM 15 BASED DN NFD V IN Awl -sU91ECT PROPERTT ADORE55 BT3R,4dNX, AVE N... Nave Irpa, MN -RZOPERTY IDCNTIFlCATIDN .1,11831-]]Lp15 -REL4 WDRN GDMPL.ETED QL16�]915. I3ENCIIMARK: SA3I FOR ELEVATICK NAW0(cased m MN DDT GsodeiG: Stahca SOSERI Nm seww"m suraax. SITE R€NCHMARK ISA TOP NUTOF HYDWJfr AS RHOWN ON TNO8 SURVEY. Eley -(95.96 ALTA "TABLE A" NOTES: I. Gmu le,tl arcate ° 5] Aon RI.9WYsa.Al la DDILSHNG DIMLNNONS GNOWM 101pT Thew mlkhimvprtY wales wM reaped NadphNgl>Mra•a. I l(aa hl Ui•Inm afrpm�Fwaa pEawrW EswvaT [mwr Ma tlp Unp dNN eu,rvYmbcat6 wNegm r/ pl M arMla Mm time. TNc Icen9pn W uMarg ,tl uulRRs uMlm epee x van hum —ii— shown enl.Ner9muM UNi9ea n2+er amcwms mex ba argil Grpeu GOPSe SMr One CeNNmlNratbn CaNwat (s51)a5a-UOGs 1°r velhmlbn -uy lxpa ann MMl�Ar "n pwrmexravelwt.Ggatn 5 Ga wz, mnanerl nv pyl b Na earrar per tide[ X150690355.. s_ Tllme N m phspreMcarleenac doMVI a4wlr9 war.. Trc,w m ro meelv.mp erlemxe m hWln9 mnMneam u mA01n¢ ad mme. la. T1w,a's as altma 9raa,d aeaaMNr ..,waa®a air �a� a eau -.-ear damp. almw pr._.:rrx Na,dRI NORTH GRAPHIC SCALE �— ( LN TEET } i -h = zD n ACRE LAND SURVEYING ; aaMrl® 31AL CAMs Msun ' gra vTd b•yand II X783-e1b>YtY97 acreM P.I.D.#17-118-21-22-0015 TITLEWORK SCHEDULE B-2 NOTES: N, ROAD EASEMENT PFR DDC, NO. 36]19.0 (SHOWN ON SURVEYF L, EASEMENT FOR STORM 5EVlER Pl]RPDSES PER DDC. NO, TI W4914SnrW, 1 N ON SURVLY). M, HIGHWAY £ASENENT PER DOG. NO. T -I3 (—N ON SURVEY) NOTE NO CONTRDLLED ALOE6s sHcvm oN al•PS AS ,ITL£ COMMITMENT INDICFTED, N, HIGH WAY PER DOC, T1359Tn5 ISHOWN ON SUWEYy VICINITY MAP rt,aa m .ax'R.1 v 411,.1N Fart. a..r Nvn nII W+N —WI Lunyal - IINMI City of New Hope, Minnesota (No Scale) IR b1 i l b,, CYO- IPn LLC' IIAUM R,sl IISIJ 11( Mn Nml. TII I—1Lh-uyn T'il I x L' r.YI hMr N,m,, I h.,,yd rhe gempeny I Sally dale, l—I t—IhA rM1 ry true 1 aed I d od S gird pmsar 1 ( d IeeNAT1Y d he b .b . N f 1M. lhp pU and N, yY M hieh in. I.—I v-" a ,h M N dud Dela I Hcy - t kr Al.T'A ACSM L"d 11111 4 p. 7 ly hUsh J d wh.Pted bx ALTA W ACSM In 1011 res I &e It 2 A I h N 111 µh1 16 1 1 N rd`Tah3 A Ih f 1---Z h .Ae y y emlarda S .4.,Oed by ALTA ml AC SAI a W Duct h 1M1 frhl m f I pR} and ha I fns d rr rdacaaumemx n mhn' mvr&d JucT nax I hen Iw.d NPe the C n Inlrn1 T T'lle h,.m,u]c -.dZ Minnetonka T111e,Jac—.ey,-7,011CAGOTRLE INSURANCE COMPANY.dmed!`&—x-3RO..915tfile m MT15kh95 IkW D3r7.L 13 f x b.Klrx vKNa=M III C\Uszrs\D+mr\DrrtrWa,2AD-LDi19101a11a-FWa NoylsapAl510aalta.tlep 3/27/2015 3ID345 PN CXT I I , 99a,0R 945..5515} �d45.i(E- A9 REVISIONSUMMARY I I wx�joE.ccnorpN rr.4Ds.4z I }5 — In.. e9e.�rNrt I I �w I a SITE SURVEY 1 I pfd fa911 ]F; xli ` NB1"24']3"E 125(X1 ��-610TH F eIW ISI. LEGEND • DENOTESIRON MONUMENT ►OUND FAMINE]IT OE1r OyG. R6 IdH914- DENOTES STORM SEWER MANHOLE DENOTES SANITARY SEWER MANHOLE DENOTES GUARD POSE L3 DENOTES CATCH BASIN A DENOTES GATE VALVE 3X DENOTES FlRE HYDRANT FJ DENOTES ELEC METIER/BOX U DENOTES GAS METER/OPX IIm1,4 DENOTES EXISTING ELEVATIDN 0 DENOTES UGH, - DENOTES SIGN ,. DENOTES VACUUM I DENOTES UNDERCROUND ELECTRIC DENOTES UNDERGROUND TELECOMMUNICATIONS - - v DENOTES UNDERGROUND GAS DENOTES WATERMAIN '- DENOTES SANITARY SEWER t DENOTES STORM SEWER � S P44 DENOTES CONCRETE /rte DENOTES BITUMINOUS DENOTES Eu137NG CWTCUR +� DENOTES RET. WALL NORTH GRAPHIC SCALE �— ( LN TEET } i -h = zD n ACRE LAND SURVEYING ; aaMrl® 31AL CAMs Msun ' gra vTd b•yand II X783-e1b>YtY97 acreM P.I.D.#17-118-21-22-0015 TITLEWORK SCHEDULE B-2 NOTES: N, ROAD EASEMENT PFR DDC, NO. 36]19.0 (SHOWN ON SURVEYF L, EASEMENT FOR STORM 5EVlER Pl]RPDSES PER DDC. NO, TI W4914SnrW, 1 N ON SURVLY). M, HIGHWAY £ASENENT PER DOG. NO. T -I3 (—N ON SURVEY) NOTE NO CONTRDLLED ALOE6s sHcvm oN al•PS AS ,ITL£ COMMITMENT INDICFTED, N, HIGH WAY PER DOC, T1359Tn5 ISHOWN ON SUWEYy VICINITY MAP rt,aa m .ax'R.1 v 411,.1N Fart. a..r Nvn nII W+N —WI Lunyal - IINMI City of New Hope, Minnesota (No Scale) IR b1 i l b,, CYO- IPn LLC' IIAUM R,sl IISIJ 11( Mn Nml. TII I—1Lh-uyn T'il I x L' r.YI hMr N,m,, I h.,,yd rhe gempeny I Sally dale, l—I t—IhA rM1 ry true 1 aed I d od S gird pmsar 1 ( d IeeNAT1Y d he b .b . N f 1M. lhp pU and N, yY M hieh in. I.—I v-" a ,h M N dud Dela I Hcy - t kr Al.T'A ACSM L"d 11111 4 p. 7 ly hUsh J d wh.Pted bx ALTA W ACSM In 1011 res I &e It 2 A I h N 111 µh1 16 1 1 N rd`Tah3 A Ih f 1---Z h .Ae y y emlarda S .4.,Oed by ALTA ml AC SAI a W Duct h 1M1 frhl m f I pR} and ha I fns d rr rdacaaumemx n mhn' mvr&d JucT nax I hen Iw.d NPe the C n Inlrn1 T T'lle h,.m,u]c -.dZ Minnetonka T111e,Jac—.ey,-7,011CAGOTRLE INSURANCE COMPANY.dmed!`&—x-3RO..915tfile m MT15kh95 IkW D3r7.L 13 f x b.Klrx vKNa=M III C\Uszrs\D+mr\DrrtrWa,2AD-LDi19101a11a-FWa NoylsapAl510aalta.tlep 3/27/2015 3ID345 PN CXT I I , 99a,0R 945..5515} �d45.i(E- A9 REVISIONSUMMARY I I wx�joE.ccnorpN rr.4Ds.4z I }5 — In.. e9e.�rNrt I I �w I a SITE SURVEY 1 I pfd fa911 ]F; xli ` NB1"24']3"E 125(X1 ��-610TH F eIW ISI. 9{�9 96]µE t I. ' FAMINE]IT OE1r OyG. R6 IdH914- I s.fa _ e ..51, / r I { EX 9L CIN(; § I tL " s•: l � S P44 x ne /rte I � ♦f�trMSI �f • ,a f= aw x m1T, 1 � al1 ', � e I, Bit a5, I 1 i P CY iE •r I:3 l = PfE }b OP ` 4r, , ■ a:��uwjc a+ AS PUMP '� "' c • 4 GAS MPAJ �T. t y K U l II N\ T;U Call! a !! \\ 41� -- Ip..sk.er `� 588`5413 W='58_78, T$R_34�3—W f OA]ET19 T] . flA 1JER WC: TSGfI]i='�` IEr a p —=417, S8 _> --»-- - 120CKF02D ROAD L 5 A.K.A. 42ND AVE. NO. fh .o E' 5 A.K.A. COUNTY 12OAD NO. 9 -, -> ,— •� ' - sa. a- xcP ,F.Rirx '- �91 za a JOB 1115104 EXISTING STORM SEWER STRUCTURE TO RENAIN. PROTECT FROM DAMAGE. REMOVE EXISTING CASTING AND REPLACE WITH PROPOSED CASTNG PER UTILITY PIAN REMOVE EX BUILDING, STRUCTURES FOUNDATIONS FOOTINCE&I'ME MATERIALS, PER LOCAL STATE & FEDERAL S-ANDARDS. REMOVJDISCONNECTALL SERVICES d UTBRIES PER UTILITY COMPANY ANDROR _G,11. STANDARDS REMOVE EXISTING GAS'~ LINE PER CITY AN UTILJTV COMPANY STANDARDS REMOVE EXISTING - CURB AND GUTTER. TVI' EXLSTNO 1AANSFORMER AND UHLH` BOXESTO REMAIN, PROTECT FROM \ PAMAGC, NF- \ REMOVE EXISTING LIGHT PDLEAND BASE, IYP, CORD. ITH WTHE CIN OF NEW HDPE REMOVE FXLS71NG ELECTRIC UNE PER CITY AND Ll W TY COMPANY STANDARDS EXISTING UTILITIES TO REMAIN, SUPPORT AND I PRCTECTOURING CONSTRUCTION,TYP. REMOVE EXMSTING UNUSEDSANUARYAND I I CITY OF EWATER W HOPE ' I SIANDARDS 1 L REMOVE EXISTING CURB AND GJTTER. TYP. EXISTINGUGHT POLE -O REMAIN, PROTECT FROM DAMAGE r EXISTING STOW SEWER STRUCTURE TO REMAIN, PROTECT FROM DAMAGE. REMOVE EXISTING CASTING ANDREPLACE WITH PROPOSED CASTING PEA UTILT PLM - REMOVE EXLSTINIG LIGHT POLE AND RAGE. TYP. REMOVE EXISTING GURB AND GUTTER, TYP. CONSTRUCTION LINES EXISTING FUELIANK AND ASSOCIATED MANHOLES AND 'ANG TO BE REMOVED BY CONTRACTOR REMOVE TANK IN ACCORDANCE WITH MPCA UNDERGILOUNG STORAGE TANK REMOVAL PROCEIJURES, CIN OF RE'N HOPE REQUIREMENTS AND STATE OF MINNESOTA REQUIREMENTS. COORDINATE WITH MECHANICAL FOR PIPING REMOVAL EROSION CONTROL NOTES: SEE SWPPP ON SHEETS GW1.65WE3 REMOVALS LEGEND. --"'Rs� -------- EX. V CONTOUR ELEVATION INTERVAL REMOVAL OF PAVEMENT AND ALL BASE MATERIAL INC:LUONO BIT., CONE. AMC GRAVEL PVMTS. REMOVAL OF STRUCTURE MCLL'DNG ALL FOOTINGS AA FOUNDATIONS. i TREEPROTEC71ON XTREE REMOVAL" INGLUDING ROOTSAND STIIM P$ REMOVAL NOTES:. 1. SEE STORM WATER POLLUTION PRFVTNTION PLAN OWPPPI PLAN FOR CONSTRLLTON STORMWATER MANAGEMENT PLAN. 2 REMOVAL OF MATERIALS NOTED ON THE DRANNNGS SHALL IDE N ACCORDAACE WTIH MNDOT, STATE AND LOCAL REGILURON& S REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES. 4. EXISTING PAVEMENTS SHALL BE GAWCUT N LOCATIONS AS SHOAT ON THE DRAWINGS OR THE NEAREST JOINT FDR PROPOSED PAVEMENT CONNECTIONS. S. REMOVED MATERIALS SHALL BE DISPOSED OF TOA LEGALOFR-SSE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 5, MAROON. REMOVAL. CONNECTION. AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE AFEROXIMATE. COORDINATE WITH PROPOSED PLAIN'S, T. ENIGTING ON -SI I E FLAIURES NO F NOILD FOR REMOVAL SHALL BE PRUI ECTEO THROUSIRC11 THE DURATION OF THE CONTRACT. b_ PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAVNRGSWORN WFTHN THE GENERALCONGTRL'CTON LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEANUP OPERATIONS AS WELL AS CONSTRUC- ION SHOWN ON THE DRAWINGS. P. MINOR WORK OUTSIDEOF THE GENERAL CONSTRUCTIONUJITSSOIALL BE ALLOWED IS SHOWN ON THE PLAN ANO PER. CPY REQUIREMENTS. 10. DAMAGE BEY(NMO THE PROPERTY LIMITS CAUSED BY CONSTRICTION ACTIVITY SHALL BE REPAIRED NA MANNFR APPROVED RY THE ENGINEERII ANOSCAPP ARCHITECT OR IN ACCORDANCE WITH THE CITY. 1t. PROPOSED WORK IBUIONG AND CHILI SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAW" AND APPROVED BY THE CRY PRIOR TO CONSTRUCTION. 12. SHE SECURITY MAY BE NECESSARY AND PROVIDED N A NANiER TO PROHBIT VANDALISM.AND -MEET. DURING AMA AFTER. NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY. 13. VE HICULAR ACCESS To THE SITE SHALL BE MAINTAINED FOR DEANERY AMC INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT ME OURAMN OF THE CONTRACT SHALL CIRCNlUION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES, 14. ALL TRAFFIC CONTROLS SHALL BE PROVOLED AND ESTABLISHED PER THE REDUIREMENTS OF THE MINNESOTA MANUAL ON LUrOPM TRAFFIC CONTROL DE4CE5IMMUTCDI AND THE CIN, THIS SHALL INCLUDE. BUT HOT BE LIMBED T0, SIGNAGE. BARRICADES. RASHERS, AND FLAGGERS AS NEEOED.A.L PUBLIC STREETS SWILL RENON OPEN TO TRAFFIC AT ALL TIMES- NO RCAD CLOSURES SHALL RE PERMITTED WITHOUT APPROVAL BY THE CRY. 15, SHORING FCR BUILOQ EXCAVATION MAYBE' USED ATTHE DISCRETION OF THE CONTRACTOR ANDAS APPROVED by THE 0%ERS REPRESENTATIVE AND THE CITY PRIOR 70 CONSTRUCTION ACTIVITIES. 1E. STAGING.DEMOLITION. AND CLLAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REL'UMED BY THE CITY. CITY OF NEW HOPE REMOVAL NOTES: I. RESERVED FOR CIN SPECIFIC REMOVAL NOTES. G R OV P '.I. _. IL 'U, —OAN rssrle RL.LOW,�isa.w�P� Mat PA.eL Tffl31330M a:5g2.W.2pp3 L E W r W Z o Z W 2 �O a j Z W W Q e� 4 Q "' z U aty 11 Z m N I I,EREBY CERTIFY THAT THGFN- OR REP011 Why PREPARED EY ME OR UNDER DAY DwECT R V'. nND TROT 1 ALTA WLV E—SED PAaFESs:aNHL ENGINEER L -ER THE 6AWSO1 THE STATE OF ESO A R. RATE EfEI15a a I- .o 44W3 ISSUEISURMITTAL SUMMARY REVISION SUMMARY DATE EESCRWTIDN — GOPHER STATE ONE CALL WM1VW.GOPHERSTATEONECALLORG (BODI254TOLL FREE )651) 1)5.54DI02 LOCAL 1'=2041" 1D-0 REMOVALS PLAN c l . Y AREA, SEE ARCH'L BANE FON TIErALE SPLASH BLOCK LOCA71ON FOR DOWNSPCLR, COOED. NWARCHL PLANS. TYR 5B12CBG PVMT. S`RI31NG TYP. PED RAMP, SEE DETAILS, TYP. OWN€RTO CDORO, WITH 2.200 SF BUILDING ADJACENT PROPERTY I CONCRETE TNBVEWAY MOMJMEXT STYLE SON. APRON PER CITY 01 FOR EAMNIFN- AS NECESSARY OONC, PO -E BASE PERMU. I1/ SPECS,TYP_ �� CRETE UNDER SE-AII TOTALPROVIDED X b I STANDARDS, TYP,. SIZE, FOOTING_A RFM CNE AND REPI9CF MSTNG CONC. WALK, TYP PAVEMENT AND BASE MATFRML TD SPECRIEDAT TN0.T TME MATCH EAISiIN'.. PAVEMENT SECTDN AILNON-PAVEMENTS FOR UTILITY CONSTRUCTION I I _ I 4,4895E 15.17% _ I. TO � 4 24,901 SF 100.0% &0 PEDESTRIAN, 10'BTA%TAPI B T-wMs., rp FROPOSEDCONDTION LOT TO TRAVEL ADNAGcNTTO SN _ / IMPERVIOU5TOTAL I OINNIG PATI I,r_a 10 C i 431LAD. ., 2.200 SF BUILDING 170AREFEDRNEWAY APRON PER CITY I CONCRETE TNBVEWAY MOMJMEXT STYLE SON. APRON PER CITY STANDARDS, TIP, I J TORESUS TED 5TANMRDS,TYP. �� CRETE UNDER SE-AII TOTALPROVIDED e I STANDARDS, TYP,. SIZE, FOOTING_A RFM CNE AND REPI9CF MSTNG CONC. WALK, TYP PAVEMENT AND BASE MATFRML TD SPECRIEDAT TN0.T TME MATCH EAISiIN'.. PAVEMENT SECTDN AILNON-PAVEMENTS FOR UTILITY CONSTRUCTION I I _ I 4,4895E 15.17% TOTAL SITE AREA 24,905 SF 3000% 24,901 SF 100.0% MRERVIOlS SURFACE CALLS PEDESTRIAN, EXISTING CONDITION B T-wMs., rp FROPOSEDCONDTION LOT TO TRAVEL ADNAGcNTTO SN _ / IMPERVIOU5TOTAL I OINNIG PATI I,r_a i 431LAD. _ice 4 e` 4 CROS A1C VT3 `` STILI G. TVP. O 71300CnNG'-•:,.. _ PED RAMP. SEE PAT10 OETAILS.TYP. I '-q r&T. PVM�T. m /-TYP y RIS,p- P2 PFI CFIING POST' STYLE SIKC RACKS (4 SPACES), SURFACE MOUNT PER MANUF. SPECS ACCESSIBLE PARKING SPACE, INCLUDING STRIPING 6 SIGNAGE `CONSTRUCTION LIMITS CONI. POLE BASE PER MIND. SPECS. TVP. W12 CAG TYP. GONG. POLE BASE PER MANUF. SPECS, TVP. SITE LAYOUT NOTES: I- CONTRACTOR SHALL VERIFY LOCATIONS AND LAYDUT OF ALL SITE ELEMENTSPMOR TO BEGINNING CONSTRUCTION. INCLUDING BUT NOT LBMTFC TO LOCATIONS OF EXISTING AND PRG. 5EOPRC. ERT'LINES EASEM NTS,S'ETSACKS VIRIRE BUILDINGS AND PAVEMFNTG. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATAONS OF AL ELEMENTS FOHIHESITE AHYREVISKNNSREQUIELA EHGOMMENC MENIOFCCYSTRUCTIC" DUE 70 LOCATIONAL A}JUSTMENTS SHALL BE CORRECTED AT NO ADDPIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE MFUEERLANDSCAPE AACHRFCT PRIOR TD INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR, TO CONSTRUCTION INCLUDING A RIGHT-0FWAY AND STREET OPENING PERMIT. 3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE G EO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. 4. CONTRACTOR SHALL FIELD VBRIF" COORDMAIES AND LOCATION DIMENSIONS OF THE BUILDING ANO 9"PTFE FOR REWEW AND APPROVAL BY THE OWNERS REPRESEWATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. N. LOCATIONS OF STRUCTJRES, ROADWAY PAVEMENTS, CURBS ANDGUTTERS, BOLLARDS. AND WALKS ARE APPROXIMATE AND SHAT BE STAKED IN THE FIELD. PRIOR TO INSTALLATION, FOR REVIEW AND APPRCVA BY THE FNGNNEERAANOSCAFE ARCRFECT. E. CURB OIMENSFCNS SHOWN ARE TO FACE OF CURB, BUILDING DIMENSIONS ARE TO FACE OF CCNCRFTF FOUNDATION. LOCATION OF BAI DING IS TO HILL DING FOUNDATION AND SHALL BE AS SHDI ON THE DRAWINGS. 7. TIECONTNAC7OR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES ASSPECR'IED FOR REVIEW AN} APPROVAL BY THE ENCINEERILANOSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE EJPROVEMENT MATERALS SUCHAB BUT NOT LIMITED TO THE FOLLOY4NG.FURNISHINGS, PAY=_MENTS, WALLS, RAILINGS, CITY OF NEW HOPE S1TE SPECIFIC NOTES 1. RESERVED FOR CRY SPECIFIC NOTES. r r 170AREFEDRNEWAY APRON PER CITY I CONCRETE TNBVEWAY MOMJMEXT STYLE SON. APRON PER CITY STANDARDS, TIP, I J TORESUS TED 5TANMRDS,TYP. �� CRETE UNDER SE-AII TOTALPROVIDED SIDEWALK PER CITY APP'-R'ATON. 7!0 I STANDARDS, TYP,. SIZE, FOOTING_A RFM CNE AND REPI9CF MSTNG LOCATION TO BE PAVEMENT AND BASE MATFRML TD SPECRIEDAT TN0.T TME MATCH EAISiIN'.. PAVEMENT SECTDN AILNON-PAVEMENTS FOR UTILITY CONSTRUCTION I I _ I 4,4895E 15.17% SITE LAYOUT NOTES: I- CONTRACTOR SHALL VERIFY LOCATIONS AND LAYDUT OF ALL SITE ELEMENTSPMOR TO BEGINNING CONSTRUCTION. INCLUDING BUT NOT LBMTFC TO LOCATIONS OF EXISTING AND PRG. 5EOPRC. ERT'LINES EASEM NTS,S'ETSACKS VIRIRE BUILDINGS AND PAVEMFNTG. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATAONS OF AL ELEMENTS FOHIHESITE AHYREVISKNNSREQUIELA EHGOMMENC MENIOFCCYSTRUCTIC" DUE 70 LOCATIONAL A}JUSTMENTS SHALL BE CORRECTED AT NO ADDPIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE MFUEERLANDSCAPE AACHRFCT PRIOR TD INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR, TO CONSTRUCTION INCLUDING A RIGHT-0FWAY AND STREET OPENING PERMIT. 3. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE G EO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS. 4. CONTRACTOR SHALL FIELD VBRIF" COORDMAIES AND LOCATION DIMENSIONS OF THE BUILDING ANO 9"PTFE FOR REWEW AND APPROVAL BY THE OWNERS REPRESEWATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. N. LOCATIONS OF STRUCTJRES, ROADWAY PAVEMENTS, CURBS ANDGUTTERS, BOLLARDS. AND WALKS ARE APPROXIMATE AND SHAT BE STAKED IN THE FIELD. PRIOR TO INSTALLATION, FOR REVIEW AND APPRCVA BY THE FNGNNEERAANOSCAFE ARCRFECT. E. CURB OIMENSFCNS SHOWN ARE TO FACE OF CURB, BUILDING DIMENSIONS ARE TO FACE OF CCNCRFTF FOUNDATION. LOCATION OF BAI DING IS TO HILL DING FOUNDATION AND SHALL BE AS SHDI ON THE DRAWINGS. 7. TIECONTNAC7OR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES ASSPECR'IED FOR REVIEW AN} APPROVAL BY THE ENCINEERILANOSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE EJPROVEMENT MATERALS SUCHAB BUT NOT LIMITED TO THE FOLLOY4NG.FURNISHINGS, PAY=_MENTS, WALLS, RAILINGS, CITY OF NEW HOPE S1TE SPECIFIC NOTES 1. RESERVED FOR CRY SPECIFIC NOTES. SITE AREA TABLE: 11 SPACES MAX= I SPACE /75 SF(2200 SF) SITEAREA CALCULATIONS PARKING PROVIDED --tea--- TOTALPROVIDED EXISTING PROPOSED BUI LDINCCOVERAGE 2,970M 11.44 25(15 SF 30,1% ALLPAVEMENTS a9535T &1 17,91151 7L, 9% AILNON-PAVEMENTS 982 BE 3.9% 4,4895E 15.17% TOTAL SITE AREA 24,905 SF 3000% 24,901 SF 100.0% MRERVIOlS SURFACE CALLS EXISTING CONDITION 2;923 sr 94.1% FROPOSEDCONDTION LOT 20,4165r III DIFFERENCE IEK. VS PROP.) -3,W7 SF -14.1% IMPERVIOU5TOTAL 20,416 SF 82.0% PARKING INFO: PARKING REQUIRED MIN. QI SPACE/20DSr J=S1) 11 SPACES MAX= I SPACE /75 SF(2200 SF) 29 SPACES PARKING PROVIDED --tea--- TOTALPROVIDED 13 SPACES SITE PLAN LEGEND: CONCRETE PAVEMENT AS SPECIFIED IPAD ORWA_K) ---- PROPERTY LINE A& CURB AND GJTTER$FE NOTES --tea--- (TO.) PP OUT GUTTER WHEREAPPLICAELESEE-AN J —11. CIREC AL.RROWS SIGNANDPOSTASSfMSLY. SHOP DRAWINGS REQUIRED_ HC = ACCESSIBLE SIGN NP = NO PARAING FIRE LANE 3 • STD° GP CONPAOT CAR PARKNRG 01 BENCHES. FLAGPOLES. LANDING PADS FOR CURB RAMPS. AND LIGHT AND POLES. THE OWNER RESERVES THB RIGHT TO REJECT INSTALLED MATERIALS NOT PR EVIUUSLY APPROVED. B_ PERESTRI4N CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS INACCOHCANCE WITH A. DA, R_OUIRENENTSSEE CETAIL, B. CROSSWAUR STRIPING SHAD BE 24' WIDE WHITE PAINTED LINE, SPACED 4T ON CENTER TERRE NDICULAR TO THE FLOW OF WE FIG. 4401H OF CROSSWALK SHALL RE 5 WIOL. ALL OTHER PAVEMENT MARKINGS SHA1 EE VOTE M COLOR UNLESS OTHERWISE NOTED CR REQUIRED BY AOA OR LOCA, GOVERNING BODIES, 10. CURB AND GUT TER TYPE SHALL BE M12 UNLESS OTHERWISE NOTED ON THE DRAN94CS-TAPER BETWEEN CURB TYPESSEE DETAIL. 11. ALL C UR5 RADII ARE MNMUM r UNLESS OTTERMSE NOTED. 12. CONT3AC7ORSH4L REFER TOFINAI PLATFOR LOT BOUNDARIES, NUM3FR3. AREAS AND DIMENSIONS PRIOR 7O SITEP PROVEMENTS. CIL FIELD VERT" ALL EXISTING SITE CONDMONS. DIkENS94XNS 14. PARKING IS TOM SET PARALLEL OR PERPENDICULAR TO EKISTHC BUILDING UNLESS NUIED DU4HWISt. 1''. ALL PARKING LOT PAINT STRIPPING TO BE WIRT.P WIDE TYR It. &NL6RMXIS PAVING TC HE 'LIGHT DUTY UNLESS OTHERNASE NO TED. SEE OFFAL, SHEETS FOR PAVEMENT SECTIONS. 11. ALL TREES THAT ARE TO REMMN ARE TO BE PROTECTED FROM DAMAGE WITH CONSTRUCTION FENCE A7 THE DRP LINE. SEE LANDSCAPE DOGUM ENT& GOPHER STATE ONE CALL WWW GOPHERSTATEONECALL.ORG (&16'$511454 TOLLFRELE (651) 45q-0IO2 LOCAL OCAL A& r� IB'L� civilsite an o u v :r¢,TH 9i, RDRE'Mo BB, IOH4 CAA( MN Yvi IF CIrI�5E�(1muP iAal Pe.ee PetServn Ye�aT119w 95T.�po.Iopa gLuL ° ~ ~ Z t LLI � D Z z d � [L © It a D J z° H a Z W >1 rL Q a Q LI o b Z Z N > L e w F a I HEREBY CERTFY TIAT THIS—N. 9 SZ ICATONORREPORT I— EU PREPgRFL Br ME oR TWO I AW AIR£CT LY LUENSEDY ANOTHAT ANA ALEER UNDER THE HF ENGINE ER. UNDER THE LAWS IOL' HE STATE OL MeR, NYOE .IE WWII L.ElEEq 41M ISSUSJSUSMITTAL SUMMARY REVISION SUMMARY SITE PLAN !d 2 . d ASITI LIMITS EROSION CONTROL NOTES: SEE SWPPP ON SHEETS SWI:BSVIL2 GROUNDWATER INFORMATION: PER GEOTECHNICAL REPORT BY XYYJI INC., DATED XX-XXNX GROUNDWATER SVAS OBSERVED AT ELEVATIONS RANGING FROM XXXA TO XXILXX THE BORINGS A GROUNDWATER ARE AS FOLLOWS', &I XXXXX 62 XXX.XTI 63 XXXiN BLI XXXXX PROPOSED FOOTING DRAIN TILE INVERT ELEVATM -XV V, GRADING PLAN LEGEND: 891 -- EX.I-CONTCJRELEVATM&TERVAL — 819 -- LD CONTOUR ELEVATION INTERNAL SPOT GRACE ELEVATION jFLOWLINE UNLESS OTHERWISE NUTECI BP1,00 SPOT GRADE ELEVATION DUMB AD1 0 BC SRUI CRA CE ELEVATION ILI OF CURB (TOP OF CURB; MUD USPS SPOT GRADE ELEVATION EC70M OF STAIRSITOP OF STAIRS TIP O,TT [T.O.ICURB AND GUTTER WHERE T64 —--------- APPLICABLE -TAPER GUTTERS TO DRAIN AS SHOWN 7Z ti _ EXISTING AND PROPOSED DRAIIUIGE ARROWS GENERAL GRADING NOTES: 1, SEE SITE PLAN FOR. HORQONTAL LAYOUT A GENERAL GRADLW NOTES. GRADES AREAS THAT HAVE BEEN YRkSH GRADED SHAL L BE PROT ECTED FROM SUBSEQUENT 2. THE CONTRACTOR SHA. L COMPLETE THE SRP GRAONfa CONSTRUCT" IINCLUDING BUT MFT M NSTRUC7IONOPERATIONS,TRA=FIC AND EROSION. REPAIR ALL AREAS THAT FAVE BECOME LIMITED TO SITE PREPARATION SOIL SSOIL CORRECTION. EXCAVATION, EMBARKMENT, EI RU RV TRAFFIC OR ERODED SY WATER OR HAS S-:TTLED BELOW THE CORRECT GRADE. ALL ACCORDANCE WITII TI IS REG'JFLEMENTS OF T I E DINNER'S SOILS ENGINEER. ALL SOIL TESTING 'AREAS DISTMEDBY THE CONTRACTOR'S OPERATIONS S -AL BE RESTORED TO BOLA OR SPMA HL COMPLETED BY TRE OWNERS SOILS ENGINCER.THE CONTRACTORSHALL BE MTIER IHAN ORIGINAL CDNLA I ION OR TO T HE REOUWEMLN I S O-IHE NEW WORK RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SON 512. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE ENGINEER STREET ANCLOR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL BROMIDE A LOADED 3. GRADING AND EXCAVATION ACTTATES SHALL BE PERFORMED IN ACCORDANCE WITH TI E TANDEM AXLE TRUCK WITH A DROSS WEIGHT OF 25 TONS THE I ES T RCL LING SHALL BE K-THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM RADE SI PERMIT REQUIREMENTS A NREC I KIN CF 7HE SOILS ENGINEER ANU SHALL BE COMPLLI ED N AREAS AS DIRECTFD BY T HE PERMR REQUIREMENTS OF THE CITY. SOILS ENOB'ER THE SOILS ENGINEER SHALL DETERMINE WHICH SECTKING OF THE STREET OR PARKING AREA ARE LNS7AB_E. CORRECTION OF THE SUDC-RADE SOILS SI ALL BE COMPLETED N 4. PROPOSED SPOT GRADES ARE FLOW-, IME FINISHED GRADE ELEVATIONS. UNLESS OTHERWISE ACCORDANCE WITH THE REQUIREMEN76 OF THE SOILS ENG [ME ER. NOTLo. 1D. TOIERNiCE$ S, GRADES OF WALKS SHALL BEIN3TALlEO'MTFI E°k IMAX. LONGEUDINAL SLOPE AND 1%MN AND 3% MALI SLOPE, UNLESS oTNERWISE NOTED. 131 THE BUILDING SLRGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN BA] FOOT ABOVE, OR 0.36 FOOT BELOW. THE PRESCRIBED ELEVATION ATANY POINT WHERE B PROPOSEDSLOPESSHALLNOTEX2EED11 UNLESS INDICATED OTHERWISE ON THE DRAWINGS, AIEA5JREMEN7ISMAOE, MAXIMUM SLOPES N MAINTAINED AREAS E 41 113, THE STREET OR PARKING AREA SUEGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY 7. PROPOSEDRETAIINGWALLS, FREFSTANDINGWALLS,ORCOMBINATIOINOF WALL TYPES BY MORE THAN 165 FOOT ABOVE,ORIS.10F'COTBELOW THEPRESCRNEDELEVATIONOF GREATER THAN 4'IN HEIGHT 6HA'.L BE DESIGNED AND ENGINEERED BY A RE^uESTERl:O RETPJWNG ANY POINT WHERE MEASUREMENT IS MADE, WALL ENGINEER , CFSIGN DRAWINGS SMALL BE SUBMITTED FOR REVIEW AND APPROVALPRIORTO 13a. MF0.S WH ICM ARE TO RECEIVE. TOPSOIL SHALL BE GRADED -0 WITHIN B.30 FOOT ABOVE OR CONSTRUCTION. BELOW I HE REQUIRED ELEVATION. UNLESS DIREC IED 01 HERWISE EY 1 RE ENGINLER. IL THE CONTRACTOR SMALL BE RESPONSIBLE FOR MAINTEWME OF GRADE STAKES THRODGHOUT 11A. TOPSOIL SHALL BE GRADED TO PLUS OR MN US I2 INCH OF THE SPECI`-IED TWCKNESS THE DURATION OF CONSERLICTION TO ESTABLISH PROPER GRADES. THE CONT AC70R SHALL 14. MAINTENANCE ALSO BE RESPONSIBLE FOR A FINAL. FIELD CHECK OF FINISHED GRAVES ACCEPTABLE TO THE R.I. THE CONTRACTOR SHALL PROTECI NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, LNGNEENLANDSQAPEARCHRECTPRMTOTCPSCYLANDSCDDINGACTIVOTIES. ARDKEEP'AREAFNEE OF TRASH AND DEBIRS, 9. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL 141. CONTRACTOR SHALL REPAIR AND REESTABLISH CREDOS N SETTLED, ERODED AND RUTTED EXCESS 300. MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, E REQUIRED, AND DURING SUTABU, MAMRAL TO THE SR V_ TI IE AYARRANTY PERIOD ERODED AREAS W IERE TURF IS TO BE ESTABLISI'ED 51 AL, BE RL ELCOLDANDMACHED. ID, EXCAVATE TOPSOIL FROM AREAS 70 BEPURI HER EXCAVATED OR RECRADEQ AND STOCKPILE IN AREAS DESIGNATED ON THE SITE.7HE CONTRACTOR SHALL SALVAGE ENOUGH -CPML FOR 143 WHERE COMP FIT IT COMPACTED AREAS ARE DI$TllRRE6 BY SV%LOVENT CONSRRUCTgN DISTURBEDBY UNSESURFAGERESHOTI COMPACTED R WERE RESPRfPDINGON THE 3 AS SPECIFED, EXCESSTOFSO'_ SHALL BE PLACED IN EMBANKMENT C]NSGRTIT WEA'ERCOD CONTRA AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND RAHMNG AREAS. THE CONTRACTOR WALL ANDWMIPACTTADVERSE DENSITY IORTOFR4ALSER NSTRUC110N. WElCUT CLEF AREAS, WHERE TIRE IS TO BE ESTABLISHED TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO RE ESTABLISHED TO A MN IMUM DEPTH OF 6INCHES. 11. FINISHED GRACING SHALL RE COLLET FT FD. THE CONTRACTOR SHAL I UNI FONIAI Y GRADE ARFAS YM IAN LIMI IS O=GRADING'INCLUDING AD ACENI 7HANSH ION AREAS PROVIDE A SMCOIX FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WIRE ITCVATIONS ARE SHOWN, OR BETWEEN S'JCI I POINTS AND COSTING CITY OF NEW HOPE GRADING NOTES= I. RESERVED FQRCITY SPECIFICGRADNG NOTES. GOPHER STATE ONE CALL MlWYV GOPHERSTATE ONECALLORG (861-116e TOLL FREE (est )454-0002 LOCAL • �1 v Y� E' R a u r -s51H SI. SINIE IS 2 fT{I LADS PAKK.Mn 5.s<18 u�I5neGrpuµp>n MtlIG Pol SaNw les-21..a4m p51lSPR0e9 Q N lY 2 LLI r W Z Z W o Z z IL 3: a = � J O Z W 3 w z U Z ® N c"4 m � d IH CERTIFY THAT THI.5PLAN SPECiFICAT10N. GR REPIJRT w'AB PREPARED BY ME OR UNDER MY DIRECT SVPFRVIELON AND THAT I AM A WLY CE-SED—FESS. . ENGINEER HINDER THE L—A- THE STATE OF FII ESOTA TA 5lRI �cEx — 44183 15SUE/ UBMITTAL SUMMARY REVLSIONSUMMARY Qr. E DES�P11pN GRADING PLAN N ,M 1.=�3.Q SPLASHBLOCK LOCATION FOR DOWNSPOUT. DOURO. WYARCHL PLANS, TP STUB SANITARY TO 5' FROM BUILDING IF @7 ST ll B=BBS 4a COORD. WIMECH'L COOED WlMECHl FOR ADDITION OF A GREASE TRAP AS NECESSARY 20 LF W PVC SDR 26- SANI7ARY SERVICE a 4 55% SANITARY SEWER - CLEANCUT E=904 49 INSTALL PER CITY STANDARDS EXISTING UTLLITIES TO REMAIN, SUPPORTAND PROTECTFROM DAMAGE DURING CONSTRUCTION MAKE WYE CONNNECTICN TO EXISTING SANITARY SE WER EXIT EEIW)= W 38 (FIELD VERIFY) PROP IE INI-�UD 7e COORDINATE WITH CITY PROPOSED GATE VALVE AND VALVE BOY -CUT IN B'XO' TEE FOR CONNECTION TO EXISTING WATER MAIN, DOI VATH CITY E%CB RIM=91a, 80 INV -107 70 RECONSTRUCT EXISTING CATCH BASIN CASTING AND INSTALL NEW CASTING TO MATCH PROPOSED GRADE CORE DRILL NEW CONNECTION CASTING-NEENAH R-1512 0 LF 12' HDPE STORM a 1.67% CONSTRUC11014 LIMITS UTILITY LEGEND: © MANHOLE OR CATCH BASIN 1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT, MANkOL€ OR CATCH BASH - CATCH BASIN —I—I— WATER MAIN )-� SANITARY SEWER �>-- STORM SEWER GENERAL UTILITY NOTES: 1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT, IC A MINIMUM OF B FEET CF COVER IS REQUIRED OVER ALL WATERM4. UNLESS UTHERNEE c CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING LRLJTIES AND NOTED. EXTRADEPTHMAYBE REQIAREDTOMAWTANAMWVJJMOFIVVERTICAL TOPOGRAPHIC FEATURES PRIOR TGCONSIRUCi1DN. THE CON711ACTOR SIIALLIMKIEDATELY SEPARATCN TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATLRMAN IS NCDENTM. NOTIFY THE ENGINEEROF DEOREPANGE$ CR VANIATKM'ROM I HE PLANS, 15. A MINIM DRI OF 18 INCHES OF VERTICAL SE PARAI IDN AND IO FEE I OF HURVONT AL SF PARAT ION 3. ALL EXISTING JAUNTY LOCATMNS SHOWN ARE APPRUXIMATE. CONTACT -GOPHER, STATE ONE IS RECLARED FOR ALL UTILITIES. UNLESS OTHERWISE NOTED. CALL'(651-057-0052 OR600-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PFACR TO 1& ALL CONNECTIONS TO EXISTING U711J7TES SHALL BE IINACOCROANCE WITH CITY STANDARDS AND CONSTROCTIC'IY. THE CONTRACTOR 54ALL REPAIR OR REPLACE ANY HTILTES THAT ARE COORDINATED NTH THE CRY PRIOR TO CON$TRDCTIONL DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 17. CONVEGT30N370 EXISTING STRUCLTRES SHALL BE CORE -DRILLED. 4. UTILITY INSTALLATION% WE CONFORM TO THE CURRENT EDITION OF'STANDARD IFIC S IECATIONS FOR WATER MAIN AND SERVICE LANE INSTALLATION -AND SANITARY SEWER ANG �& CCORbMTE LOCATIONS AND EVER OF SERVICE CONNECTIONS WITH THE MEC 1A MCA STORM SEWER INSTALIPTIOM'AS PRFPAREDBY THE CITY ENGINEERS ASSOCIATION OF DRAWINGS MINNESOTAICFAMI, ANO SHA L CONFORM WITH THP REQEARFMEWS OF THE CRY AND THF 19. COORDINATE IM TALLAIION AND SCHEDULING OF RIE INSTAAATON OF UTILITIES NTH FRO3EGT SPECIFICATIONS. AD.ACENT WNTRACTCRSAND CIN STAFF, 5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALSAND RE -USED CR PLACED AT THE 20, ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE RE(JUIREME175 OF THE DIRECTION OF THE OWNED- CITY. ALL PAVEMENT CONN-eC710NS SHALL RE SAWCUI, ALL TRAFFX; CONTROLS SHALL BE 5. ALLWATER PIPE SHALL DECLASS 52 DUCTBE IRON PIPE IDIPI UNLESS OTHERWISE NOTED. PROVIDED By THE CONTRACTOR AND SHALL BE ESTABLISHED FER THE REGUIREMENIS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE$ IMWUTCDj AND THE M. THIS 7. ALL SANITARY SEWER SHALL BE SDA 26 POLYVINYL CHLORIDE FVC) UNLESS OTHERWISE NOTED SHALL INCLUDE BUT NOT BE L114TED TO SIGNAGE BARRICADES. FLASHERS, AND FLAGGER$ AS L ALL STORM SEWER PIPE SHALL BE HOPE UNLESS OTHERWISE NOTED. NEEnm ALL PUBLIC STREET$ SHALL BE OPEN TO TRAFFIC AT ALL TINES NO ROAD CLOSURES SIMI BE PERMITTED WITHOUT APPROVAL BY THE ca Y. L PIPE LENGTHS SHOWN ARE FROM CENTER TO CENT ER OF 8ERLAC TURE OR TO END OF FLARED EN]SECTION. 21 ALL STRUCTURES. WBUC AND PRIVATE $IIALLBE ADJUSTED TO PAOPCSEDGRADES MINIERE RECUWD THC REGUIREWNTS OT ALL OWNERS MUST BE COMPLIED WITH, STRUCTURESBEING 10. URLTIES CN THE PLAN ARE SHOWN TO WITHIN SOF THE BUILDING FOOTPRINT. THE RESE7TOPAVEDAREASMUS7MEETOWNEREfiEWIREMENTSFCNTRAFHCLOADING CONTRACEGA.I5U'_TIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO 8UINW LNES. COORDINATE WITH ARCF ITEC TURAL AND MECHANICAL PLANS. yT CONTRACTOR SHALL F.GPJMNAT=ALL WORK WITH PRIVATE UTILITY COMPANIES. - 11. CATCH BASINS AND MARHOL FS IN PAVFn AREAS SHIN d RF SUTAP- 00.94 FFE1. Al L CAT CH 23. CONTRACTOR SNA_L COORDINATE CCI-NETON OF IRRIGATION SERVICE TO UT6-RES, BASINS IN WTERS SHALL BE SUMPED 0.15 FEET PER DETAILS, RIM E LEVAVONS SHOWN ON THIS COORDINATE THE INSTALLATION OF IRRIGATICN SLEEVES NECESSARY AS TO NOT IMPACT PLAN DO NOT REFLECT SUMPED ELEVATIONS INSTALLATION GF U77LITES. 12. ALL=IRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BAC( OF CURB L NLESS 0MERWTSE 24. CONTRACTOR SNAIL MAINTAIN AS•BUILT FLANS THROU3HOLR VON57RUCTION AND SUBMIT NOTED. TINES€ PLANS TO ENGINEER UPON COMRET7ON OF WORK. TYPENSILVE, AN 1B. HYDRANT TYPE, VALVE, ANOCONR'ECTK;NSHAI. BE IN ACCORDANCE NTTH CIN REQUIREMENTS. 25. ALL JOINTS AND CONNECTIONS IN STNORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. IWDRANT INCIDENTALNCTC APPROVED RESKENT RUBBER JOINTS MUST RE USED TO MAKE WATERT,IGHI CONN`CTICNS TO MANHOI FS, CATCHBAS'INS, DR OT -PR STRUCTURES, CITY OF NEW HOPE UTILITY NOTES: I. TIESANnARYSF"RR UNE MUST BE TELEVISED AND INSPECTED BY THE CIN OF NEW HOPE PRIOR TO MAKING CONNECTION TO BUILDING, 2. COORDINATE WATER AND SANITARY SEWER SERVICE INSTALLATION Ai, THE CIN AND SHE COUNTY,A COUNTY FICINPERMIT WILL BE REQUIRED To WORK N 42HOAMENUE. 3. COORDINATE WATER SERVICE VALVE LOCATION WITH THE CITY OF NEW HOPE, s. iY1Ye G a O V P �Pw Fik LOUIS PAI&.AIN SSdrry Ia Pw44 Civ49deu'wuv ram RN Sarva 78J' 313JBas e5y25pEppd i 2 W FEEEiEEEE LEIz Z W Z Iq�q z d li = F z LLI Lu z Q N z N N d' "' 4 IHERERY CERnF"THpT TwgPWN 3PECI 51 1bN 4`UNDPGRT WA€ I+N€PHREN 9r' I.iE oa UNOSRMY IIIRECT s P€RNISICN AND f -T I A+.IANUL" 11GEHS£D PROFEBSONAL ENGINEER UNCERTHE — IF 1.1 STATE OF 111DESOTA Me mvH Pave4 rN 518115 4ffNsf w. H¢205 ISSUEISUBMITTAL SUMMARY REVISION SUMMARY' DAT I:ESCRNNDM GOPHER STATE ONE CALL W W W.GOPNE115TATEONECALL.CRC (Ilo0y252-1 5H4M2L FREELOCAL UTILITY PLAN 1451} 454-0a02 LQCAL ® C4.0 1D4] 2 -WEAR COURSE (MIST 23DO-SPWEA390B) ;ACIK COAT IMNOOI 2351) 2 SINDER COURSE IMNDD` 2360-SPNWB3318I ! f (ECLASSS AGGREGAIE SUBBAS€IMNDOI 3138) �DOMpACI SLIBGRAbEjl0C%0FSTANbAkb 1-- I I V - - PRDCTOR I,UUtXSUM C#E1'DENsf'1I HEAVY DUTY BITUMINOUS PAVEMENT I °JTS 3° MDNS CORNERS A 4 3 BATTER S' -DPT GUTTER If RADIUS M T 3f -0"1P D.S%.SLOPE-COKSTRUCTVV7HREVERSE SLOPE FINISHED GRADE GUTTER (T_a GUTTERy WHERE THE PAVEL/ENT SLOPE. y AWAY FROM GARB. SEE PLAN + I - FINISHED GRADE a NOTES, 1.INSTALL CUNS7RUL71 DN J01N7SA7 a 4 + 1VAPO.C.i!- } ! 2.BAREDERRSDEPEN3AWWON SOILOCNGN10145 _ CLASSVAGGPEGATESURBASESEE BRUMRNOUSPAVEMENTDETAIIIS-MIN.I B-612 CONCRETE CURB AND GUTTER ` NTS --- INS OC[J UN,v W;tiRE T NL' E➢OE C. WN.4 SEE fRlAL 11Y 1 LANE UP DF w:ACNWYYV t' N Fl N N]G1M rD fFLIN CFT!f WAlx TRFFFILf5h 31Ylf SYALDiI E FINISHED ADE SCr,'xCIaEiFns gPk0Pk11 li%WI.6 Yg1E Yf31f ANDCwJNSAS - I3ASa sA'.4R'.SrJ.R alsE �. cCr.IPACY1DSJeDw+nr COCRDAM:.£FI V ONbFE C# 2S 4CJiECRPRITT TIED. fa 6�R'ECNVTIP . GPa63 XFA+Ni REGLIRE ..ME TIS - SEELCN..REEJpHIDETAI EOR PE-0IeR[MD,Te. I EaP#1Rov.ra sEr:A n_L wPa1, s wIR, kcsNAvoowxs REDwaeD roR#Lw#xscn w IDLATnxs roe veiCWM 1MFrk.. LIGHT DUTY CONCRETE WALKiPAD NTS - ----- - W17 DAETER G' LINE MUTH 3° LIVE MDTli T -B" SOIARE OVERALL 18" RAOFJs ALL CU.UR5 TO MATGI ADA sGWML ru.RADAROCQLGRs MARKING �1 ACCESSIBLE PARKING PAVEMENT Y NTS ° ExIEmPURT PAsr rcPa P:>cr I%YANQED 5'iEFl FAT9IER EhP. iPFii T IREx/N SIa'+p000FdNG �1p41A SrAiE Cf1TE n t-rEETµT VVxAStE5sA4L" �- -� 'WAD[PLpYTR15T-'1 gRWJtf POST A;SPLCIFlED EOL,WLYANQEO S1EELPTFEP V4TX Cr APPROPPNxE P191EA MDIVF'cUP k#S CC I0.xEL RLANXLGRSPACEi5--w t WPx YNLOW tircf➢'�a1.411L LUVER caAsACOxe NUIrPE9 vxunc CAAIIAe1G RLL Nr WIAA 9AM[�TOGI�CN - -- YK MiiAL TYAIEYAL✓�!IU wTTDN 0� k' PIFF ooxClEli �IrM AS geLGfIEV I - 1513RSIALl-REO. " 2VEtlFY FDai PANF[0.0R1gR11AA 3GCAAE _,�, �{ ARt,HREC"PRi'Jxro.lST#1A°Jq! +� ACCESSIBLE SIGN AND POST `J NTS 1us q PElrYry FNISNEr PAVf.NFMC4VN:E aR BFiCW FI+Is ulrc uxu!t sE 3u ra rPgglE' unvAwAdnx7a!rxT. M TTbTlRED \v ` GATE VALVE BOX 1/ NTS T.0. 7ABJ'J.TU`MFA Plllw[DCRC..S PLIICGLDC%W 3PR TEE om'AYWDDD IrOI Vf °4E wYE P -A, TEE e.l>GIRGP 140MML _l WYE, 60`BENo' TEEPLUGGED -- FITTING SIZE PLUG, CRC PLUGGED N]IN RUN 45• ,225 11.25` (INCHES) CROSS M 5RI0 BEND BEND 4 10 14 19 14 1.0 - - a 71 30 p3 3.0 1.6 1 To 6 38 63 1 7.0 54 2.6 1 1.5 10 10 BA 9.4 11,8 84 98 1 2.9 1 1,2 12 65 120 11.0 120 9.d 1 3.4 1 17 14 tis tai 23,0 103 19 13.0 21 3 3o 0 213 11.0 0.9 3,0 18 100 270 3a.❑ 21.0 14.0 7.a 3.5 20 215 33 3 41.0 33.3 1 B.1 2.4 9.7 29 aaD aa,D I es,D 478.0 2a T3.a e.e N6 -F5: 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNCJI51uRBEU EAR7F1. 2. KEEP CONCRETE CLEAR OFJOINT AND ACCESSORIES. a. IF NOT SHOWN SIN PLANS, REC UIRED BEARING AT FRTNG SMALL BE AS INDICATEDABDYE, ADJUSTED IF NEC E5UW TO CONFORM 70 THE TEST PRESSUPE(S)AND ALLOWABLE SM BEARING STRE5s(ES). 4. BARING AREAS AND SPECIAL BLOCKING DETAILS SNDWN ON PLANS TAKE PRECEDENCE OVER BEARD AREA AND BLOCKING DETAILS SHOWN THIS STANDARD DETAIL 5, ABOVE BEARING AREAS BASED ON TEST PRCSSJRE 0= 7SC RSL AND AN ALLOWA3I.E SOIL BEARING 814ESS OE 2003 POUND.R PER SQUARE FOOT. TO COMPUTE BEARING AREAS OR O6FENENTTEST PRESSURES AND SOIL BEARING STRESSES, LSETHE FC.LOWING EQUATION. BEAWNG AREA r TTEST PRE5SUREJ1501 X [2CEJSO, BEARNG STRESSI X ITAB-E VALUET iii THRUST BLOCK NTS MEIALSEWERGSTN3- •pM FIFlATItk!' Ii.TTED eTRL IM aLHEOJLE FORTYPE PRF RL'DVFA- rTHDK MIN, xANR M4ALA RIGS vRCf(-eflWEE.EN RNrs, GaTf..MDNflA'I $TETT.-rSiALI IN UUi510E DOgTl4rRlMI SPIE QLIED,C. VAc1-5-1'YP.f RDB9ER:ASpFT. ' /` Ai 4l NOIxrB TRRuu :FR %v[.g[T Elie MTtn LUGTIOV S- CONCRETE F4iPT. Mo a ECIA)N cxouisHELFAND cIPNNEs IReFxsp,sfacMaACN DF:vRe RASES Eluseea'sTAwuRn ROEI roctN7EAaFwrE PRk:A6TmT1rLFAN onwT eR Flu,: a'naur-rNRTages wf,REur svI REw Lx'tu+�wlr ' p0. xR-Er rnw4 eac � Fai%L` 4'p14 Ni-Tl�l•P+D BY. . •. = TYR.IM•E�lrq G3C RM. Nx-IE ekNxoeDc CATCH BASIN PJ NTS PIPE BEDDING - RCP & DIP 4 MTs - - - - - � � _. •]�TtL _� nGI .,_.r� 4 1 y- /T 'II'I ' I I T.:N 6Sr xr I'! - I . I' PIPE BEDDING - PVC Nr$ JLviLiLbi 'k Ga R O U P A w 3 i. AF_a NF % rn alix. uN T o u ow. IL: vN„L P rsnzaos Tg321}39H ,. W ~ Z Z Z W �a 0 Z W 4� G W C4 Ilt Z 1E U. IL W Z H- H- 11Lu Q a 4 d n Zm ,N WJ z EL LL z a Z a aW I/} IL Z W Q U z Z a= t7 'i ay IEIC-M YTRATTisrS.AN SPECT OR REPORT -3 PREPARED6 11 ORONDER 11T0.ECT A.ND THAI I AN A DULY LICENSED -WEER EF WEER UNDERTHE_ DFTHE STATE4F TIN 90TA - MreblarlSR LKfxs: rvn 94263 ISSUEPSUBMITTAL SUMMARY DATE ESCRR110N 111 PMT jgL - - REVISION SUMMARY CIVIL DETAILS C5.® r-O.F-I•II Ir, 1d TM _Icr Ilr 1 _I } � 1 { L F M 7, F- ... .!A.. - - ^ F yard'r- ux!11� 31 'y n.-. Fr PIPE BEDDING - RCP & DIP 4 MTs - - - - - � � _. •]�TtL _� nGI .,_.r� 4 1 y- /T 'II'I ' I I T.:N 6Sr xr I'! - I . I' PIPE BEDDING - PVC Nr$ JLviLiLbi 'k Ga R O U P A w 3 i. AF_a NF % rn alix. uN T o u ow. IL: vN„L P rsnzaos Tg321}39H ,. W ~ Z Z Z W �a 0 Z W 4� G W C4 Ilt Z 1E U. IL W Z H- H- 11Lu Q a 4 d n Zm ,N WJ z EL LL z a Z a aW I/} IL Z W Q U z Z a= t7 'i ay IEIC-M YTRATTisrS.AN SPECT OR REPORT -3 PREPARED6 11 ORONDER 11T0.ECT A.ND THAI I AN A DULY LICENSED -WEER EF WEER UNDERTHE_ DFTHE STATE4F TIN 90TA - MreblarlSR LKfxs: rvn 94263 ISSUEPSUBMITTAL SUMMARY DATE ESCRR110N 111 PMT jgL - - REVISION SUMMARY CIVIL DETAILS C5.® vawaat CURB STOP AND BCX (ADJUST M I' BELOW FINISH ST �D C� BE F1115H I r '_ RACE) CDtVOPATTLNI SRN' TYPE 'k' CONNECT TO EX wnru AIA COPPER WATER SERVICE 0 WATER C"'g'Rm FL ERIACE LOCK SUPPORT 1. I;SVAu,�UBL1N�7)0M%5'FC8MVEDY. CDINN' QKRM 4. c*nM I� M DkVE"ON��M� A FXDAJ K� �R%'A�'O Stantec WATER SERVICE CNN L io CITY OF NEW HOPE, MN Man GRADE FORD T� Al SMILE WOODS 'M CAATDIGMSPECIFIED. ONE PIECE PKXH. Q CLEANOUT KmR NAROS LONG IUNx 'r -Y KH. wi ENCLOSE LONG VWDEP ME m cop Tpo%�m pVKC RUG WNCRE IE AS STfOWN. MN MIN US Ca EfliTBLG BlIUMNOMMOKWE FDAU)TYPEAIWNGIELOCR G "WAfAIDEWALX LED CASTING AS SPECDUD. CUWISTOP AND BOA' WA7EF' SERVICE CURB BOX AND CLEANOUT Stantec PROTECTION IN DRIVEWAY CITY OF NEW HOPE, MIN rz 8 SER= R13ER 4' OR d' M SCHLQ MINIMUM 4. THIcx COx F ENCASEME" ,411 5nmLKmA;\/ LbY AL Stantec SERVICE RISER AIAELeeA f-T-ry nF NEW HOPE, MN NOTES' I INSIAa BACK-Tfl-WK APRONS A tPAWMQUECKLIMUS. 2.IWTAUEXPANSION JOINT BETIIJEENAPRONS. 1 EXPANSIONJOINTSHAl BE CENTERED UPON 0Lr8IUE FACE OF BUILDING -0071 NG. VANES rCCNCIl.;TFAPRON cm 876'WIREMESH CCLASS V AGGREGATE BASE A —POUR CURB "MORAL KITH 11 E BLAB A EXPANSIQNJOINTLTYP' COMMERCIAL DRIVE APRON NTS Noir 6' me WLTFI IIiRCAOCb ENCL. LONG 9ATEP BEM, PK RUG DO MuTaul OAC0M3mmhWYE BN DONOWMASSiOM. I nxE MFCF6'1V UY SU LONG I RN T V SCH. 4C LONG oxo sl3l.a [' PK a NO m coNt]ICR M' L13 CUL ENCASE PVL WYE m ampirwil MIN. V3 cu. YDs' END DF LINE CLEANOUT IN UNE CLEANOUT PVC SERVICE LINE CLEANOUTS Stantec c _-E c— IMIN CITY OF PVC HOPE, F, V,JLASI* te Eq R Cb Ly P 11I. PA. Incl! Peel. pef Swm O Z rn LLI z < W Z P D z ui Z2Lu z a - (L 3f ow LLI 0 z co Z Lu L>" d Z_ < W 0 > z 0 < rN z C3 v 0 z A * 0 N ro HEREeY CERTIFY }H45 PLAN SP- [CDk XWAS Ni By ME OR UNDER MY DfRELT SIPCNv M01 AN A _Ro'E=T�W L �E ENGINEER _DEETH587ATE0F MI ESOTA Z� .SUEMLIEMITTAL SUMMARY TY§.11¢A11TTK REVISIONSU...1 CIVIL DETAILS riorp-ov M"M R]IPEICICLLAIi m TIE= PEN DICLLAR (D m— LCD m PAkALLEL th 0— . k apo rtwx Fom •.rlr DEPWSSED CD@LM SCCTIBN Ad P��IpwL aaa r rem Mr. a4 mRwr.pa® R T. D �o SECYNIN B-0 TM l� Mwt%1a� igiar oai �® i 1�a�i � vYeaRae Er`Palppa _ rru r rm a u arraPyrtrr arr. agnea -n maur.rn w�r-v ago 1pFT a ski ro� umap � r w rmi rK wol r u wa urtn moam �u r su c m �®y �s�crmo�wom ,ami u�r rm000c�Qam n�a raia ®��irr°`m T�� a•rlamr mra ®nv alter ®d Asim HVRmpunpomr ®n � w mo ewunc®� au m.o ear rr Tn�e ua ®. PF.DFSTRIA4 WPB ROMP DETAILS 84-2014 STANDARD ALAN 5-297.2501 1 OF 5 Y.. DOWNED DLPECTIOIAL lDPE4 i laCar, aW.a" �Mwc was®'rv�`v qa°c wIW Qn�i Ltl�l� ��e t� �rlwli � �aa�aaq wAuwvm� eapFW.r� pares amo nF 4 vR� pe Yna a v f .fa W11ba e[Ftls s mR+al a! � n stwrvppr.a � ii �+�e mr.0 w.r'arw. waw xw[w � rwa anm lIa mp wm r r. l� wm s trarrn wmaq na�v 6i�i wu �r�x�a�i `.�wrwwrtr puvPa ++rnrxrempr Nw ®w ®.� Twiw w tvr"`r`iwrru r`wraarvl m s PicIn it ams a vu a ra'are w ec +va �mID �wr�wwrt: ie�vncr rvFr v ra ass � �aarpr�rntF�epexl ® nw ua m um+amv %moi PEDESTRUN CIRTB RAND DETAILS _ LLATB FDN DDacTraNAL Rurs B-6-2014 STANDARD PLAN 5-291.250 2 OF 5 ! f r ,r•aan., � T.a:: a.wre,q, .,, to-. - ul�calT'93igaL�.ilFe� SL�'�544" 6!➢",8pp� F �rulraLlnEan (D wwawuaa.p tD e• LD P9R A v A PEDESTTITMI ACCESS RWE i�`:WE & a'�"a xuau. m¢aAmr +arlpe plcrrware auxau save g1Mi b gfTTER DETAIL 14.d$FPY3 W DE'ECTAIiLE moi gE1WDT Um AMO DUTTEA DETECTABLE EDDETN pBvmT � + vaL GW -AND DUTTER T Lau Paras ®p® �rq F�rp. ___ { w ni �y tl AIW tl1TTER ® ` Fa yr q pllD YL! Ninpii6 p � rm a1 � � Wn..w!W1An+a[evelaw ®a• f �+�r. na�wre�Pr nr[Ma' vola maeaev as awn ria �p w lmaral v awT eor! R w as vpac rva E Lanfa f.w ____ Ir' a� w { Hawn. a`aw1�Prne IaiwiM Iv fIIIviLooioam R o a� _ r. �A � -♦.. i {v 12�.,� a®,.rtm ar.rar>P®,rr ar.q. �o mP�alro n pa. m � vIN4! 0.11FS a APPRDACH MDSE DETAIL ®wxa a�treta Kaaa�iaap �Merary eeweYisx[ awr s rgelryP PA5ilp11' TREAT]IEMT OPTIONS �� s vrn p aq p v ur asrmm IN FRDFII PE C3fIW i {.T/TTEp m e.ra TTPIWL SIDE i1FJ111[TIT DPTD)E m mvruo mr av Tmrc r rr erwa.n ry mwrarn Raves �Q �•PED6IWAN Cl7iD RAYP DETAILS �am PEDESTIDAM CUM NMP DETAILS 8-6-2014 STANDARD PLAN 5-297.250 3 OF 5 ___ 0 8-6-2014 STANDARD PLAN 5-297.250 4 Of 5 TRUNCATED DOME PAVEMENT INSERTS NOT REQUIRE FOR THIS PROJECT 4R O U P 44'si W.561N SI_VLA1op F WIS PAPN, MSSa IF. TLLirf161pGrouPavq IAN[Pwar. Pel �no� TR}2133pM p5225120p3 Q N Z YI Zm > M U.Z o LU Z aPSV W Z W z Zg Z poLU o I-- Z W L a. z Q > Q Q W q 4 Q W z V z Z D o Q CV m z m NEFEATLEATIFY T— THISPLAN, _UFICAT_ ORN—T— FREPARED 87 ME DR VND£R Mr DIRECT 11AENWN' NAND—t i AMA DULY LICENSED PA.RSSgNAL ENGINEER UN ATHELAWSCFTHESTA7E4F NI.'.+E30iq ek ags[NBItSa �e€NaENp 442&1 ISSLEISUBMITTAL SUMMARY DOTE DESLlTIPTIDN _.Rlxi CITU SLBMIiIAL _ REVISION SUMMARY f}aTE CE&Yi1PTiDN CIVIL DETAILS V5+2 IRRIGATION NOTES: I. ENTIRE SITESHALL EE FULLY IRRIGATE0,7417 CONTRACTOR SHALL SUBMIT LERGATIONSHCPORAWINGS FOR REVIEW AND APF;FI BY THE LANDSCAPE ARCHITECT PRIDE TO IN57ALLATNTN. 2, SEE MECHANICAL AND ELECTRICAL PLANS AND SPEL'FICATIONS FOR IRRIGAI NN WATER, METER, AND POWER CONNECTN3NS, 3 CDNTRAC7ORTOVFRIFYL000.7IN OF ALL BNCERGROUVDIASOVE GROUND FACT RIES PRIOR 70 ANY EXCAVATION -INSTALLATION- ANY OAMAGE TO UN'OERGROUNDIABOVE GROUND FACILITIES SMALL BE THE ELSPONSIBILNV OF THE CONTRACTOR AND COSTS ASSOCIATED WITH COI DHALL DAMAGES SBE DORNE F_MIIALIY B"THE CONTRACTOR 4. SERVICE EQUIPMENT AND INSTAL,A7IOMSH41. BE PER LOCAL UNLM COMPANY STANCARU50.ND SHIN I RF PER NATIONAL AN'O LOCAL CCDES EwLCT LOCATION CF SERVICE EQUFMENT 6HALL BE cOOROINATED VATH ThE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE. 5. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND ME'FERINOFACIL/DES. 6. IRRIGA,71ON WATER LINE CONNECTION SUE IS 1y AT BUILDING VFRIFY WITH MECHANICAL PLANSCOVAQE, 7. ALL MAIN LINES SHALL BE IB' BELOW FINISHED GRAD E, S. ALL LATERAL LINES SHALL HE IT BELL06Y FINISHED GRAUE. R. ALL LXT+OSEU PVC RISERS. IF ANY, SHALL BE GRAY PN COLOR 10. CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2-J`8FLOW THE FINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 24C BEYOND PAVEMENT, 1:- CONI RACTUR SHALL MARK THE LOUAIION OP ALL S_EEVEE AND GONCLU WIT H THE SLEEVING NATERIALELLLO' TO 2'0 ABOVE FINISHED GRACE AND CAPPED. 12- FABRICATE ALL PIPE TO MANUFACTURES SPEfAMCAIH]NS 74TH CLEAN RIND SQUARE CUT JOINT&USE QUALITY GRACE PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION 13. BACKELL ALL -BENCHES WITH SOIL FREE OF SH ARP OBJECTS AND DEBRIS. ia. AL. VALVE BOXES AND 11111111 ITHILL EE BLACK N COLOR, i5. GROUP VALVE SORES 70GET-ER FOR EASE WHEN SERVICE IS 3EOUBTLB, LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE 15 IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON -SI WITH OWNERS RITR€SEMIVE. 17. CONTROLVARES. 14 GAUGEMECT BURIAL, SOLID COPPER 1RIIGATgN' WIRE. RUN TINDER MAN LINE_ USE MCLSPURFFPROOF SPLICES AND SPLICE ONLY AT VALVES OR PLLL BOXES. RUN SEPARATE HDTANC COMMON WIRE TO EACH VALVE AND ONE IIISPARE 1VIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER LABEL OR CCLOR CODE AA WIRES, 1B, AVOID OVERSPRAYON BUILDINGS, PAVEMENT, WALLSANDROAOWAYSEVWDNIDUMLVAANSTNGRACIUSOR ARC ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE 11 ADJUST PRESSURE, REGULATING VALVES FOR OPIEMUM PRFSSUHE OM SII E. 20, 715E SCREENS ON AIL HEADS 21. WRESENRVE,ASE- OF AS6UILT DRAWINGS SMAC L RE MAINTAINED UNDUE AT ALL TIMES N AN UPDAT ED CONDITION. 22 ALL PIPE 3" AND OVER SHALL HAVE THRUGT BLDC44G AT EACH TURN. 23. ALL AID TOMATLC REMOI E CON TROL VALVES WILL HAVE 3'MNMUM DEPTH CR 3l+'WASIEU G RAVEL U NUEFAJEA IH VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3' BEYOND PERIMETER OF VALVE BOA. 24. THEPF SHALL BE T M KIMUM SPACE BETWEEN ROTTCM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE PLANT SCHEDULE - ENTIRE SITE SYM _- NIM 9HL _ Vankum Mrgemm'SFNAMA'kNM _ QUANT, 1 2 COMMONNAME DFICIDUCIISTREFS - NORTHWOOD RED VAPLE SLNSURST HUNEYLOCUST BOTANICAL FLAME AcerAINAmt TIIXUnvmC GlemNa Na®nGos'SMnvte' SIZE - 2.1 ROOT BSB -AIG COMMENTS -- STRHT .FAD —FULL TORM .`_- PR CPUSEDICAV O PY EVFA B GR€ENTREE YM 5 SOLS -SCE SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED OECD1IW S ANO EVERGREEN DIFFUS SYMBOLS- SEE "I-ECULE ANO PLAN FGA SPECIES ANO PLANTING 52ES ORNAMENTAL TREES PROPQ+Ep PEREYNW. PIAM 5YM3OL5-EEE SCHEDULE AND PIAN FOR SPECIES AND PANTING SUES - SSC 2SPRING S40WFLOWERNG CRAB 16 BSB 'STRAIGHT LEADER FILL FORM ASB 3 AUTUMNBRLLNNCESERvicEmVimy Amdandi'NF x;RIMNI'ANHRRa BIffiarce i6eeLamy _ EVERGREERTRE€S - OHS 3 SLACK HILLS SPRUCE PIGED gB Ve'"Im 6Th BSB STRAIGHT_EADER.TIILLFORV SHRUBS-OONIFERDM & EVERGREEN M! 4 MEDORAJUI ,knlpe+ —pLID,-TAxkd 36'37 CONT AC 40 ALPINE CURRANT RIBeF Mphor 24'H7. CONT. ARCHITECT CIRELTEQEY TFCI CRETIN ARTIETECT TO IMPROVEAPp-cARANGE (RETAIN N]RMAL TREE SHAPE! THRELZ'K4'9+B' WDOQEM GTNtES, D1AMC0 BROVM WD3 TWO SRiARpD OF WIRE T4ISTFD TODETHEA. STAKES SH4L 9E FtA[FDAT 12P TO D1.'E ANOINER, INIRE SHALL BE THPEALE NOLGR SLACK RUDER HOSE CULLAAS TRUNK FLARE JIMCTk t —11 1 1Q ARDYF FMa1F,O GRADE SHREDDSp kY Or+QLD UU,{,1F TOC1Ff ER EDGE OF SAUCE,. KrLF MULCH t [ROM TRUNK COL.OIL TO D[ DE" ERMINED BYD74¢RD REP PRIOR 70 ORDSMNG 91 CONT. -RdPB'�F061kp iWNbra'Kazl F.—' Pi CONT. ftrw JISPRipon Me' p1 CONT, PRUNE AS MELD DIRECTED BY—05CAPE ARCHITECT TO MPRG'JFAPPEARANCE RETAIN NDRMALSLAPEI -- PLANT TOP OF ROOIEALL 1d' ABOVE ABOVE SUBRO 1NOW GRAVE SHREDDED HAR 1NOW MLLCH TO OUTER EWE OF DANCER KE, I¢EP MULOM CH t FRTRUNK COLOR TO BE DETERMINEDBY EOW'N'_RE REPPRpRiO DRDERIMG. EUSTNG GRAVE RDCTS ATOUTEREDGE OF FOOTBALL LCOSENED TO ENEURE NiOH;R EACAFLL-ICI-BCCI QON IAC. 11: SUES OF HCLE BACKFILL AS PER SPLCFlCATION EXISTING GRADE ��, THREE TIMES WIDTH L CUT Nib PELIOVER'JRIM FROM TW 1R CF OF FOOTBALL DO NOT ERCAVATE BELOW FOOTBALL. COMPLETE.,FN0NSU3EGkAQABLE. REIAOVE SHRUB cDMPLETfLY � NTS 01 lll Ir_ SSPE SIDES DF RGE DO NOT EXCAVATE SPECTRES --TRIROF IR I-IAE BELOW R r —1 I l- OFIRI � BELOW RQJIidll rHDECIDUOUS TREE NTS PRUNE AS HELI CFffCTED BY THE LANDSCAPE ARCIV ECT TO IMPROVE APPEANANCE(RETAIN MORNM_ TREE SHMEI ` "HI M,76 WOCIYEN STAKES STAINED BRpMI VATF C TWO STRANOI OF AYIRE TW.ATfn TOGETHER. BTPXED / SHARBFPLACEUAIIl(I•TpOHEAkO11QR. WiRF SYNII RE IFEPLEU IFRINIGN BLACK RDBBFIC INOSE OCLLARE — TRUNK NEE, UNCTIOM PLANt rREE r.,t PBOV=_ FJLSIERG TIRADE SIGEDMD HARDWOOD MULCH TO OUTER EDGE OF SAUCER. KEEP MULCH2' FROM TRUNH. COLOR TO &' CEIERMNFO RY TFDE OWNERS REP PRIOR TC OAOERMG. CUT AND REMOVE BURLAP FROM TOP LO OF Scar BALL,r NOIIEIDDEGRAI]AB_F, REVOKE COMPLETEILY IROPE SIDES OF HOLE I I I BAC-xFAI AS SPECIFIES DC ROT ENCAVATD TIUMI RCOTEALL I_'n BEE TIMES WIDTH LANDSCAPE CALCULATIONS: OrRDD78ALL 1. LANDSCAPE MATFRINLSSHOYN PER PARAMETERS OFCTTYZONING ORDNANCE, INu/ uDINGSCRBENING f n— l EVERGREEN TREE ANDSIMEMPHASE,ASLVE(' ASSIZ,ESOFFNNTS, l.`•7f N75 LANDSCAPE NOTES: I. ALL SHRUB BEDS SHALL BE MULCHED WITH,r DEPTH OF DOUBLE SHREDDED FARD45'000 MULCH OVER "EEO BARRIER. OWNER'S REP SHAULAPPROVE MULCH SAMPLE PRIOR TO INSTALLATION. EDGING SHALL BE METAL POISONS OR APPROVED EQUAL. 2 PLANT MATERIAL BENI CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHILLL RE OF HARDY S7pCK, FREE FNOM DISEASE, DAMAGE MINI dSRGLARATION, CONTRACTwi G RESPONSI RLE FOR MAIWAµpNG PLUMBNESS OF PLANT MATERIAL FOR DURING OF ACCE FTANCE PERIOD. 3. UPON DISCOVERY OF A DISCREPANCY BETWEEN THE 9UANTNY DF PLANTS SHOWN ON IME SCHEDULE AND THE OMAN -DY SHOWN ON THE PLAN, THE PLAN SHALL C W LRN, 1, CONDITION OF VEGETATION ERALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROJIGHOUT THE DURATION OF THE CONTRACT IAN ESCAPE MATERIALS PART OF THE CONTRACr SHALL BE WARRANTED FOR ONE 0H FULL GROUTING SEASONS FROM SUBSTANTIAL COMPLETION DATE. 5. ALL AREAS DISTURRM BY CCMSTRULTDN ACTIVITIES SHALL RECEIVE 4' LAYER LOAM AND SOD AS SPECIFIED UNLESS 01HERWEE NOTED ON THE DRAWINGS. 6. COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND DVERHCAD IITILETI LIGHTING FIXTURES, DDORSAND WINDOWS. CONTRACTCR SHALL STWE IN THE FIELD FBW. LOCATION OF TREES AND SHRUBS FOR REVFW AND APPROVAL WINE IA NDSCAPE ARCHITECT PRIDRTG NSTALLATIO!, 7. ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UI ACCEPTANCE. B. REPAIR AT NO COST TO OWNER All DAMAGE RESULTING FROM LANDSCAPE COMBAT TCR'S ACTIVRIES. B. SWEE3 AN D MAINTMN ALL PAVED SURFACES FRE F OF DEBRIS GENERATED F ROM L ANDSCAPE CONTRACTOR'S ACTNIIES LEGEND GOPHER STATE ONE CALL �WWN GOP,4mR;z EI L.- N @ADI <5H -HOOF �UUL 1'=2ff.C' *-1Vlal G n 8 I.F P wl W. EsIH ate, SINTE— ST.LCTi 'AMt MN 3116 crvnsuGlo�rm� Meu Pe+xA Pel Dvvv oes-alrxam a.,z-z...,$,na Q LLI 714 z It F- W Z ZL Z W Z z n- J H Z r pZJ W 4 z a 4 cm ~ Q I++ERE BY CfRTBY THAT THI S PIAN. SPED FICATIDN. CR REPDRI V.AS PREPAH EN Al ME OA (INFER MY D.Ml DUFFfti ON AN D[HA1 I AM A put LT LICENSED IANQRCAPE ARCHITECT UNCER THE I AWB OF I HE STATE OF MINNESOTA Tc NI&15 a v€xee o 34804 ISSUEISUBM;TTAL SUMMARY REVISION SUMMARY - PETE DEXRIPINBN - I LANDSCAPE PLAN L1.Q EJSOD V DA. DECORATIVE ROCK MULCH OVER FILTER FABRIC, SAMPLES REQUIRED r C PR CPUSEDICAV O PY EVFA B GR€ENTREE YM 5 SOLS -SCE SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES PROPOSED OECD1IW S ANO EVERGREEN DIFFUS SYMBOLS- SEE "I-ECULE ANO PLAN FGA SPECIES ANO PLANTING 52ES �q PROPQ+Ep PEREYNW. PIAM 5YM3OL5-EEE SCHEDULE AND PIAN FOR SPECIES AND PANTING SUES — DECORATIVE BOJLDFR5, UE -X1 -put, GOPHER STATE ONE CALL �WWN GOP,4mR;z EI L.- N @ADI <5H -HOOF �UUL 1'=2ff.C' *-1Vlal G n 8 I.F P wl W. EsIH ate, SINTE— ST.LCTi 'AMt MN 3116 crvnsuGlo�rm� Meu Pe+xA Pel Dvvv oes-alrxam a.,z-z...,$,na Q LLI 714 z It F- W Z ZL Z W Z z n- J H Z r pZJ W 4 z a 4 cm ~ Q I++ERE BY CfRTBY THAT THI S PIAN. SPED FICATIDN. CR REPDRI V.AS PREPAH EN Al ME OA (INFER MY D.Ml DUFFfti ON AN D[HA1 I AM A put LT LICENSED IANQRCAPE ARCHITECT UNCER THE I AWB OF I HE STATE OF MINNESOTA Tc NI&15 a v€xee o 34804 ISSUEISUBM;TTAL SUMMARY REVISION SUMMARY - PETE DEXRIPINBN - I LANDSCAPE PLAN L1.Q INLET PROTECTION AT - CATCH BASINS, T PERIMETER EROSION CONTROL ATCONSTRLICTION LIMITS. TYP. LEGEND ----833 EIL I' CONIOUR ELEVATION INTERVAL - 932 1'CON7DLR ELEVATION INFERNAL I . THIS PROJECT IS GREATER THAN GNE ACRE AND WILL REQUIRE AN "SING SPOT GRADE ELEVAIIGN 901.0 PROPOSED SPOT GRADE ELEVATION MPCA NPDES PERMIT. AN EROSION CONTROL PERMIT IS ALSO DRAINAGE ARROW s s s SF,T FENCE l SJCPOL.-GRADING LIMIT 71 b� a1v ick .Dkj&15a 1—S Ro 44261 STAEILIYED CONSTRUCTION ENTRANCE O PROPOSED MANHOLE OR CATCH RASIN ►� PROPOSEDGATE VALVE 'G HRDIg5E0MAE RYDRAV" PROPOSEDSWNITARY SEWER INOPUSED STDRNSEWEA --- --- . — -- EXISTING STORM SEWER EXISTING WATEJR MAN EXISTING GAS MAIN EXISTING UNDERGROUND ELECTRIC EX1571NG UNDERGROUND CABLE 0 EXISTING MANHOLE M EXISTING ELECTRIC BOX ❑ EXISTING CATCH BASIN 3:- EXISTING LIGHT L EXISTING HYDRANT 0 EXISTING GAS METER 0 EXISTING STOPDOX B EXISTING GAS VALVE ® EXISTING GATE VALVE .-.t V lam e G US— R A I U P �cr4lax-rnMc.LM' Fsn1s M11erIPweA Dx�I.AleGmupcom. Par 9arvr x]-2ta aBAa g5?2641003 SWPPP NOTES: YTEATTRISPL N SPECIFICATION. 0-Wq5 I . THIS PROJECT IS GREATER THAN GNE ACRE AND WILL REQUIRE AN r M1IE DR IUNOFP NY CP CGl MPCA NPDES PERMIT. AN EROSION CONTROL PERMIT IS ALSO UNDER THE — OR THE STATE OF MIN lESC1A REQUIRED FROM THE CITY OF NEW HOPE. a1v ick .Dkj&15a 1—S Ro 44261 2. SEE SHEETS S W1.0 - SWI 3 FOR ALL EROSION CONTROL NOTES. ISSUE/SUBMITTAL SUMMARY DESCRIPTIONS, AND PRACTICES. 5reNs t�r5v 9LQNIirA} 3. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION i CONTROL NOTES. REVISION SUMMARY 4. CONTRACTOR IS RESPONSIBLE FDR SWPPP IMPLEMENTATION, GOPHER STATE ONE CALL INSPECTIONS, AND COMPLIANCE WITH NPDES PERMIT ($0D)252,11M TOu FREE CITY OF NEW HOPE EROSION CONTROL NOTES: SWPPP - PROPOSED *WW.GUPHEIIST4T (651) 4544= LOCAL U) 1. RESERVED FOR CITY SPECIFIC EROSION OONTRCk ROTES. =-0. w Lu W ° �z Z W z� 6fw O a i - z w > a a w z U z N o a YTEATTRISPL N SPECIFICATION. 0-Wq5 r M1IE DR IUNOFP NY CP CGl SUPEkVISON AND THAT AHA DULY OCEN50) PRCPE SSIDNAL ENGINEER UNDER THE — OR THE STATE OF MIN lESC1A a1v ick .Dkj&15a 1—S Ro 44261 ISSUE/SUBMITTAL SUMMARY PAToESeR"TIDN 5reNs t�r5v 9LQNIirA} i REVISION SUMMARY OATE DFSOAIPAON GOPHER STATE ONE CALL ONICA11,011G ($0D)252,11M TOu FREE SWPPP - PROPOSED *WW.GUPHEIIST4T (651) 4544= LOCAL CONDITIONS =-0. 511111.'1 OVERFLOW ISS, OF THE C'JRB BOX HEIGH I OVERFLOW AT TOP OF FILTER ASSEMBLY -EXISTING CURB. PLATE. BG%. AND ORALE FILTER ASSEMBLY DIAMETER, B' OWGRADE 1B'AT YJAI PUMI HIGHFLOW FAERIO NOTES 1. REPLACE INLET GRATE JPON COMRETE INSTALLATION Or INLET PROTECTION FABRIC. 2. CONTRACTOR SHALL REMOVE ALL ACCVMULATLD SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM AFTER EACH STORM EVENT AND AT TIE COMPLETION OF Tl �E CONTRACT. 3, REFERENCE APPLE VA EY STANDARD FLATL LRG40, 1 CURB INLET FILTER T. ,e FPpueF:cea-Awo Itr LItBx1 CF 5vtEo MIN M R a w fo CONSTRJCTio m AREA I F z L 4 IF L IF PLAN s6 R TO CONSTRUCTION AREA B- MIN CRUSHED STONE 32 75MINIMUM EXISTING UNDISTURBED EINISHEID -GED EXIIPE FlLIER �HPM UFMBE ROADWAY GRAPE 1 FABp1C '- M' �LHIH I ti I I r_ -1T I I - 'La II _IH II II -I II- II LIFE I, IIF-I� %LI-� 11' FII- �� _ I II III I PROFILE NOTE5 1. PROVIDEAFFROPRATETRANSTICN BETWEENSIABILUIP CONSTRUCTION ENTRANCE AND UNDISTURBED ROADWAY. 2. THE ENTRANCE SHALL BE MAINTAINED IN ACONBRION WHICH ANLL PREVENT TRACKING ORF-OW'INGCFSEDIMENT ONTO UNDIRB SIUEO RCAUWAY. THIS MAY RELNARE FEROUC TDP DRFSSING WITH RDORKNAL 57ONF OR ADDING STONE 101 HE LENGI H OF THE ENTRANCE. REPAIR ANO CLEANCJT MEASURES USED EO TRAP SEDIMENT. 4. ALLSEDIMENT 'FILLED ,DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS DIRECTED RY'HE ENGINEER FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE ON PRIOR TO CONSTRUCTION ACTIVITIES, E. CRUSHED 57OW SHAD RE I-112`OLI CLOSE GRADED, AND IN ACCORDANCE-0MNDOT SECTION 2118. r,1 STABILIZED CONSTRUCTION ACCESS TAMP THE TRENCH FULL OF SOIL 'A' BURY THETUP ENDOFTHE SECURFAIIHROW'OFSIAPLES. TNGFL MA7IATRENCH4'OR 17SPACING, 4'OOWN FROM MOREINDEFTH TRENCH 'C' OYERLPF. SURV VR'ERE'J {( OF LO'W'ER. STRIP AS IN AND V.OVERLAI END OF 'E'OVERFALL TOP 5TgP e•ANC STAPLE. �r -�'a NOTE. TDF DIRT OR CCMPOST 70 L PLACESTAPLES2 FEETAPARI TC FRCSION STOP FOLD' OF MATryIKa KEEP MATTING FIRMLY PRESSED TO BURIED N SILT TRENCH AND WOODENSTANES;a'X2' I MIN. PLACED 10'=. SOI_ TAMPED. XU3LEROW' OF PVMI. PR TVIUE SANDBAGS BEHIND AND 04 TOP AT STAPLES. /�' ��Ik�II�IAS� PLAOE57APLE52 FEETAPAR7 TYPIEALS7APLEEB TO KEEP MATING FIRMLY -_I I�T 1 GAuGEWWE PRESSEDTO SOIL OEROSION BLANKET _ NT5 �FIITF R FABRIC AS SPECIFIED LLIER A4 SPECIFIED FILL UPSTREAM EASE EDGE WITH EXISTING GRCUND TDF DIRT OR CCMPOST 70 SURFACE �' EMBED ROIL_ dRECTIOKOF FLOW WOODENSTANES;a'X2' I MIN. PLACED 10'=. WHENINSTA4IED B ON GROUND, INSTALLEJ ON PVMI. PR TVIUE SANDBAGS BEHIND AND 04 TOP AT MIN. 10' CC Noce L COMPOST FUER OGS (W ROLLS) SHALL BE FILTREXX EROSION CONTROL SOU OR APPROVED EOUAL 7 COMPOST ELLER TO BE MADE FROM A COMPOST BLEND 39% -ADN GRADE 2 (SPEC 389M AND 606x.70% PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3591. 3. FLIER FABRIC SHALL BE GEOTEXILE KNITTED MATERIAL WITH MAN. OPEN NCS OF 318'. 5. IF MULTIPLE ROLLS NEEDED. OVERLAP BY MN. 12' AT ENDS AND STAKE. 5.SILT SHALL BE HEMOVEDONCE IT 4 P'e0% OFTHEHFIGHTI OF THE HOLLONAS DEEMEDNECESSARY BY SITE CON INAC TOH TO FMNI AIN MOF'ER FUNCTION. 0YSEDIMENT BIO -ROLL 1 COMPOST FILTER LOG _ NTS —`T '- FLTERFABRICWTHYIINESLPPORTNET AS SPECIFIED. METAL PUSI AS SPECIFIED. SUPPORT VET; 12 GAUGE A' X4' FILLER FABRIC A' "SIFTED SECURE WERE HOOKED ONTO �TOWiRE SUPPORT NET WITH MEDAL PREFORLIED CHANNELS ON CLOS 121O.C. POSTS AS SPECIFIED. aAWCHOR FABRK: WITH EKISTING GROUND SOLF BACKFILL SURFACE 1 DpiEOTpN OF FLOW CARRY WIRE SUPPGRTNET DOWN INTO TRENCH P �I METAL FOSTse'-V ac SEDIMENT FENCE NTS ..a v .LIQ 6 R Q V P 121 : t suurYw 5T,14D�Fnlx MN 55A+ GvilSUGrvuawm M1leu Pe+sk P '"r tesa+a.3Pm 6`P. 9 W W Z Z < Z z d JO zz H Z lit > a W z U n Z V N n � I HEREBY CERTIFY T"T THSaLAN SPEC I—IIf14. OR REPORT WAe PFEPAFED BY ME OR UN DER .—K, #LIFER—ION MD THAT I' AH A DAILY VNDEF DER DBROFE5510N''-/+WENGINEER THF$�f THE STATE OF MIN ESOTA Mm +a. R PP.aK w+F W4116 L P'sEsa 44263 ISSUEiGUBMITTAL SUMMARY oAT� CESGRIPi1pN �ia.._cnY sLSPnrTu REVISION SUMMARY 7pi SWPPP - DETAILS S Y Y 1 .L GENERAL SWPPP REQUIREMENTS AND NOTES THE CONT0.4CTpR ANp ALL SIALONIRACTTR6 NVGLt <C WITH A GpNSTgLC11L1N AGTMTYIF+AT g5TU�6i 611E EOL OH IWIp IhIPLEAIENT AP6LLIfTANd COf.'Ig01 AIEA511gE F:ENTRIED N INE SltlihA WR1EH POLEUTpN PIREVEN110N PIAN {SYYwPIND3T COAELY WITH }ryE HEWNEMENIS Of ' F2 NAIICWN PCHLU%TIRO OSCNARGEELMNA.] kM1 SEDIMENTATION GFNFRA FEiRNTjDFlPfU A0UST 1-AIi9p VNR1pOpR1 NAFFS 1:51 AAO AM`IOCN ffHffRNWGAGEHC+NOUNS JUNSgCTICH. CONCFWNNG PROTON Mb CONTROL PART 111 STORMWATER DISCHARGE DESIGN REQUIREMENTS SWPPP (PART III.A) IN NATURE OF TRIS PROJECT WLL BE CONSISTENT WITH WHAT IS REPPE$FNTED I4 THIS SET CF CONSTRUCTOR PLANE AND WEC9CAT10N3. 5-ETEF WORK POW; SHEETS AMC SWPPP NARRATIVE (ATTAGHVEHIA CONSTROODIIINI SWEEP TEh1FLA7E)FORADORIONAL SITE SPECIFIC S'APPP WORMAYION,TME OPALS SE& LDCAT1O15 AND TYPES Of W TEMPONARY'AND PERMANEFTEFEEDN FMEIII NAND SEDMEh1 CONTROL➢MES. SIANOARG GEENLS ANE AFiADHEC 70T1S SWPEPOpGUMENT WE WTENDEDSEGANCINC OF MAJOR CONSTRHICTIOH ACTNIFP@ 15 AS. FOLLOWS I.INSIFLLSTABLADROCKCCNSMI.ClICINE IMANCE 2. NSTALATpH O SSI FINCFAROUNO SIZE IIN91AU CRA"C' RTAD::IV%FF v4NCARUNDNFLT TIONAREAS. CONSA CLEAR ALIT I FORTEMEDIMEN BASIN N7SA,NIPOIDINSTALL 5. CLEM ANCTTkMPGNMI ER OF BASH IPDIuD [CARP NLN) 5. SIMP MIDGRUBRELWDE-OOT 91E T. 5IR.R AMIDSTOCKPILELE TOP$gl B. ROUGH GRADIuG GE SLUE B.5FA61UIF pENL'DEU APE4S PNDSTDLRRIE3 1p. INSTALL SANITARY SEWER, WATER MAN STR`RAI SEWER AMID SERIES i1. BY ALL 31_7 FENCE I INLET PROTELTpx AROUuO CBS 17. N6 -ALL ETMFT SECMN` IS.NS-ALL CURB ANC WETTER 14. RE BITUMINOUS ON STETS iS. fINN GRADE EO'ULFKk 17, "TALL SEED AVOMULILH 1M. REMOVE ACCUMUTAIM SED,AIENF (ROM SASH- POND I I,FINAL GRADE POND I WHILTRATION BA'N'NS [D0 NOT CONNACT SOTS IN NFLMNA NV ARFAS,y E'ANT SILT 1L WHEY ARL CONSTRUCTOR 0.CTNTY S CDLPIETE /LA0 THE SDE E SIMIIIED AY EITHER SEED DR SCOLNNDSCAPIPD REMOVE $1LTFENL€+IRO PESEFO ANT NEAR USTI1R9E6 BY THE REVWAL RECORDS RETENTION (PART II TIRE SWPPP IORICOW NIR COPDE51 INCLUDING. ALL CHANGES TO IT AND WSPECT,UFT6 ARC MANTENACE RECORDS MUST HE REPT A-THES TE TIMING CONSTRIICTIONBY IIIE PEHTAII FkE WIEHRYUPkWM11CY4LL CUNIROLOF TINT e011'TCN IIF HUE NINE UIk SWFPF GAN @ENI=VIWEi'IIIER IIIEFIEIumHIGk ON INANLIFIRTEVEJ111E UU4NG. NORMA'. Y4dI(WG HOURS, ALL OWNERt51 MUST AFRE THE SWPFF, ALONG WITH WE FOLLOWING ATDITICHAL RECORDS ON FILE FCR THREE 13,1 YEAA5 AF ER 5U5MITTA4 OF THE NUT Ab OUTLINED IN PW R.C. THUS DOES NUT MCLLIIX ANY RECORDS AFTER SUBMITTAL OF THE NOD. 1. THE FINN SWPPP 2 ANY OTHER STORMWATER RELATED PERMITS REARED FOR THE PPI. 5- RECORDS CF 111111PE➢111X1 MDMAINTERANiCE CONDICTEDDIIRI NG LLIIMSTRUCTON 1111 PARE N.E. INSPECTE46 AIOMANTENANEEI; ER 4. ALL PEWUNNENTOTATIOMAND MA T1FNAMCFP RgMFWSTHATFANE BEEN MNEMOVEp. INCLUDING ALL RICHT OF WAY. COHMACTS_ COVENANTS AND OTHER BIVDING REWIRENENF'$ IEGARLY4G PERPETUFl MVNPfhAM',€, AHD E- ALLMOLIREOCALCULATIONSFORDERGNW11EIEMMWVANOPERMA.V-.WSTORMWATERMMAGEWWT TEM PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS EROSION PREVENTION (PART N.R): WE CONTRACTOR S RESPONSIBLE FOR FEARING FOR ANDIMPLEMENTING APPROPRIATE CONSTRUCTION PHMING,'VEGETATIVE BUFFER. STRIPE. HCRvDNTN SLOPL G9AOINGADCTHEPCONSTRUCTICNPRAUMLES THAT MNMEE EROSION, SO MATTEINSKC109 AND MAINTENANCE KPNNRSO T5 OF PARTIVE_ARE GOVPIR6VJJTH THE LMAT1tlW OF AREAS NOY 10 CE OSTUR6E6 MUST BE DiJ.NE41E0 LEG NTIP FLOCS. S'A[ES..SIGNS SLT HENCEET0.10W THE pEVELbfM1ENT$CE BEFORE YYON(BEGINS. ALL E%PCEEO SOLMEI" IAVSWIL STABI-FOPIGSOONASDAEL9LENIPONESPRCKPILE WRINELAIERFECNTE Eh6 OFORLTEXTECCOMAYE FARIH-CISTlRB1YG ACTNITFS WLL CEgS': FOR gTLFAST 1M MBE, IEM�DNARY STOCRRLEE WRWNI[SIGNIRLAWT 5R1, CLOY pR ORGPIACCQipONFNTS(LG. CLEAN AGGREGgTE STOCKPILES, bEMULRpNCOALREIESTOGKPLES.5ANTO STOCXPLES]ANO THE LDI{STRUDTEO @p5E GOMPOMENiS OF 4CWD5, PA MNGLOTS W0 SANLAR SURFgCE$ARE ENEMP7 FITOM TN5 RECANRENFHI ELFT MUST CCVfLY WIM PpJITIV.CS. SONS WITHIN 8%: FLt I' O hR1BUf, WATFJN IRS UESENAILU BY THE MNNESD7A 11NNMU51 BESTASiLMEO WRHIH 2N HAIRS CURING f SX SPM1WNNG IMES. THC NORMA YYERED PENMETEF OF ANY TCMPDRANv CR PCRM4N[M IJMOrnuE pRCH DIi $iVAIL TPATO2MN5 WATCH TON PINY PORTON OP TPE IbxSTRIKTpN NTE, OP DNERSSWATER ARWNDTHEI:UTE,MUSTBESTABIU2EDATTHN2WLNEALFEETFRIMTHEFRppW MGE,OAFROI7HEPONTFIEFMSC4MGENTCANYSURFACEWATER_ VMLQATENOF THE LAST GOP LNEAL FEET MOST BE COMPLETED WITHIN M HOURS LATER GDNNECING TOAA'RFACE WATER SURFACE VATIER TILE REMAIN NG PORI HAI$ GFAIRY TE MP ➢RAE R Y ORPERMANENTOIEOHES OR SWALESMUST PE COMPLETE WTTHN i1 MYS ATERLY3NPETRIG TOM1 AND gONs7RUCTIDR N THAT PORTION OF THE OIFCHHAS TEHAFCRAFLY ON PERMANENTLY CEASED, TEMALRARY OR PERMANENT SEGFES OR TOMES TNA' ARE BEING USED AS A MHJHAENT GONTAIMVSNT SYSTEM (WITH PROPERLY DESIONED ROCK PITON CHECKS, 910 NULLS, TILT DIVES LTG] f)0 NOTNE€D T08E STABLMEO_ THESE AREAS MUST HE STP&LIDO WITHW N hCI1Rb AFTER ND Lp.etT{ SENOUSED RSA SEpMEN7 LpNTANMENT SYSTEM PIFF oUTRFTb ML9T BE PpCNDED WITX TEMPDRARY' OR PERMANENT ENERGNbESIFAYNR Y4FHIN 2A hQUPS AFT€R COIINELTpN 10 A SURFACE WATER, SEED NOTES (PART IIIAAA$ AL- SEED NITRES AIDAPPUCATRINSWILL RE Nf XARD4NCF WHERE MNWT SEEPING LMMDAL. GENERAL REOCM1IENUATONS: E IMPITATH Y RFFORE SEEDING TF=SOL EIYJ i BF T5I PO TOAMNMLV MPTTI OP 3 TRCHFS, TEMPORARY EROSION CONTROL SEEDING. MULCHING 8 BLANKET, SEED IEMPgRARY SEED SHM.L HE MWOT SEED MM 21113 DMNTEI WWEATCOAER CROFT FOR WWNIEq AND 71-1 I1 ',OATSCOVER CROP? FORSPNNGSUAMER APPUCATpNs. BOMISEEPRIMESSHALLEEOPUEOATASEMMMITECFIDEU ACRE. MULCH • iMMEDNTELYAFIERSEFllIWG WITHNYXp11R5, 4NpOT ttPE1MLl[M SHDU.p SE APFLEOIq PROTECT AIA ENHANCE SEEP GERMINAryOn, MLLCHSNAll SE P➢PllEO AT On COVERAGE I2 TONS PER ACRE OF S1MW MLLCN] SLOPES • STORE STREPT.I OR FLATTER MLCN BHAIL BECOLEREO WRH MILLCIH SLOPESSTEEFERTHAN 11 ORORCNBQTIONS SHAUL BE CMERED WI'LI EROAON LONiRO. BLANKET. • $EL PLM FOR MOR€IIET4ILEDOflLHANDSTEEP SCOPE ERDSEHI CONTROL TREAINExrs. SEDIMENT CONTROL (PART II SEDIMENT CONTROL PRACTICES MUST MINIMA SEEMENT FROM EMEHIMGSURFAGE WATERS. I4CIMIYGGIR9ANDGI MSYSTEMSANDSTORMSEWERIWM. 'm TEM -ART' OR PERM4NEhT dUPK;E ORCFESA@SFDIUPNT 11ASN3 THATARE oESIGHEC 45 PART OFA SFDNENTCONTAVNIEHTSYSIEW [EG.. DRCHE6 N/RHf ROCK CJRECK DRldSV PEGORE SEDIMEWTCGIRRDL PgACTlCBE ONLV A$ NFROPRIRTE FOR SITE CAFq-IONS N IG THF p1JYA GPAINENFTRPATl1ENT SVSTEU95 OVEN OACED. ADOI1➢N41 JPCRADIFNT $ENAEnT CONIRN PRAOTCES GR R�W INDANTBa1P$ NuSFBF I467A I FD TO ELWIwTE THE CVFWOgfAAG. AHD THE 4Y(FPP MUST Ef ANENDFD TO p€NTIFY'TESE AgplTlp'pA P9gCTPt€S A5 gEOUNED IN PART B.A4. A TixiIXIGH C. c IN ORDER TG MAINTAIN SKEET FLOYN AND MIFNVE RIAS WITH QUELLS, THERE SHALL CIE NO UMROR.EN SLOPE LENGTH OF GYAIERTHVN TSFEET FeKsLOPEb WITH A IaRADE CC SAY OR $TECFCD. SEOMENI CCK1TttA PPAGT�ESMVSTBE ESFPBLSIEO EYI ALL DOWN GRAOETJ-PERNETFRS IEFpRE ANY UFGNA]IENI LAYp pSTURENGAC-IMIES BEOq THESE FIIACTICE$ SNAIL RENNIN Ih TRAGIC UNTIL FINAL GTPBIUlZ4IpN INS BFENE$TABLSFEq W CIL App4NCE WR3iPAT IV,E. THErM% M-THFINSFNLATIONO`SEDIMENTCORTROI 14UCF1PJ=S NNIq EE A➢UUSIFOlO ACCOMMODATE 910RI•iFAMAGTIVIIES SLRXi AS CIJMRNGpR C0.NIIBNHG,OR PASSAGE OF VET RLFS AM, SHORT-TERM ACTIVITY MUST BE COMPIETEDAS OUKALYAS POSSIBLE ANO FEE SEDIMENT COMMA PRACTICES MUST BE WALIEO IMMEOIATELYAHTERIFEAWT ISCOMPLETED. HCWflcR SEOMEINT LGNTAq, FRACTT E5 MUST R&IKLEDBEFORE TAE NEXT PREpaH0.NDH EVERT EVENRTHE zCTNfY S NO, COMPLETE. ALL S-CRIM MAIN INLETS MUST BE PROTECTED BY APPN)PRMTE 6MPS DANG CONSTRUCTION UNH. ALL SOURCES WITH FO1EN7MLFCR W C W,,,W TOTHE INLET NAVE BEEN STPALG'Eb. FIFT PRGTECTpry ANV BE REMOVED FORA PARTKUVET NL€TIFASPECIFp EAFETY fpNCERN I€IREET FLOODNbFREEZTGD HASBEEN A]ENTIFO.p ANO INE PDTMGTIEE(SI WIVE IFGENEC WRITTEN CORRFSPONDENCEFRpM THE 11gsOCTI]HN,AUTHORHYIEG.CRYIGGpklY1TO,WSHIPryTIp0I EY1GNEEN VERFVILG THE NEE FOR RELNNAL. iHL WRITTEN CORRESPONDENCE MUST BE ECCMEI NTHE SWPPP OR AVAILABLE WITHIN n HOME VPCIN MOUESI NTEN WRFFTEM CLRRESFONUENCE CAN NO BE CC TAMED NA TALLY BANNERINE $LCI REp ILLI PHGIEGDVY CAN M RkMOYkU IOALIENAt IXE MMEJIATE SghEIY CpNCEHN', HOYIFVM. FFFURTS TO OBTAIN N'RRTFN COARESPONOFNF. .F AfGREDIX:IMFNTEDRTHE SMAPPP AOhVNI/NILf WEHINT1N@IRS IRON REgJPST. RFPMI,SNOR TO NTOR INLET PFOTECIKKI EASED ONA SPECFNC SAFETv COPFCERN MUST STILL BE OPI ANED FROM THE JUNSP,,,W AUTHE4T7Y WITHIN NI DAYSOF RENOVAL. MMPORARYSOL STOCKPILES MUST HAVE SILL FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS. AND CAYNpT D[ PLACED W SDRFAGE WM[IIS NCILRTING SPGRMNATER CpIWCYANCCS SUCH A5 CORBADGUTTER SVETLMS OR COWDUITS NIC pTOHES UNAE3STHEp[ ISA BYPASS IHftq.GE FOR THE STOPoMWME0. VEHICLE TRACNRG OFFEDINENT FROM THE CONSPILCTION STE ION ORT➢SMELTS WIMP THE SITEI6YUg BE MINMREC E" aNrS SUCH AS RSSTONe PADS, THE STRECONfii€Tt Oq STELWASHRACKSOREQNWAUEMSYSTEMS,WF USAT:EPMOMUSTBEU'SEDDSCCH9MFSA9EYYJTAOE17UATE TO FRFVENT SEUIMEHFFgdA PIPING TRACKED ONTO EISS,FAR, IKE LD.} THE PERMIIEE MUST MINIMIZE BCL WNPACFE, AND UNLESS INTIM BLE, PRESERVE TOPSGL MINIMIZING SOL COMPACTION HE NOT RBjUj,ED WHERE THE FVNCTOM OF THE b'ECIFCAREA DF•IE SITE DICTATES THAT R EE COMPACTED. METHODS FOR MINNOW" CUMPACTICN INCLUOETHE LI OF MAGCE9 EOUECIVENT, ANC ESTAYNG OFF M APYASTOBC l[1TUNy+CMPACTCO. L�DHOD$ ro PRCS[RVE T(IPSGIL NGLVCIE STRIPPING MIN SFOG, DBRG TOPEgL FRIOR'OGRAMNOOi 7{CgVARp1 OFER4TIONE, THE P`ERMITIEE WET IISTA-L TEMEORARY SEDIMENTATION RAS M- AS REOCIRED N PAST EIB. OFIHIS PEIVAR. DEWATERING AND BASIN DRAINING (PART N.0): DEWATERING OR BREW OPMING(E0- P AK DOSCHAFGES, TRENC-UPFCH CHITS MR DRAJNAGEI RELATED TO THE CDIASNRUCTph ACTNITYTHAT MAY HAVE TURBO CR KMME%7 LADEN DISCHARGE WATER MUST BE DISCHAAOED M ATEMPOMRY UR PERNANEh7 SEI%MEHTATOJ EASN ON THE PROJECI$TE WHENEVER °0591BLE IF TIE WATER CANNOT BE DISCHARGED TO A SEDMENTAWN TI PWOR 10 ENTERING THE 3URfpCE WATER IT MUST BE TREATED WITH THE 0.PPRY]REB0.TE EMPSSUCH-MAT THE AREADECDISCHARGEfXE$ HROTECOT TDMAPFECTTN MKCILGEIIA GWATER IPARSTRPAM"OVMERS ORMEDANDS. TNS CONTRACTOR MUST ENSURE THAT DMCHARGEPOINTS ARE PD€QUµyELY PROTECTED FROM EROSION AM SCOUR. THE DISCHARGE NUS7 BE DISPERSED OVER NATURAL ROCK NEW SAID BAGS, PLASTIC SHEATHING OR OTHER A&CEPTEG ENERGY DISSFAI[CNNEASURES. AtTEOL'gl€ EEDILFENTAiip1 LG"BOL MEASURES ARE REQUIRED FOR DL4CIURGE WATER THAT CUM -ANS SUSPENDED SCLIOS NLMR BACKWASH WATERSMMT EE HAIL€DAWAY W RLMSPOSAL RETURNED TO THICKGNNING O' THE TREATMENT PROCESS OR INCORPORATE I4TU THE SITE NA MMNCFTHATGUFFMUT(>U%FPTOY D15P+ARGEOFSNF6ACKW'ASHWA7FRTD;p ll YSFWFR13 q,IhNFOl4iTn PFRMSSION OFTNF SANTAgr HFNTRAJTNORT'. INSPECTIONS AND MAINTENANCE (PART N.E): THE CONTRACTOR SRF5POµ5jgLE AT ALL T11MES FOR THE MAINIERAWCE AND PHONED OPERATION Or BROWN ANC SEDIMENT CONTROL FACILITIES. THE CONTRACTOR SHALL ATA9ANMUN, IIGIN EVSFVFNISPECT, MANTAW 0.N0 REPAW µl Mb1T1RBEQ 3UAFACES ANp ALL FACtipN 0.Np SDMENT CONTROL FACLRES AO SOL ETAWLIIAyIpN MEq$URE$ NYCE ERY AY$PUNAS ACTNE CON$TRLICTpN AND WTINN A HUES FOLLOW,VGAPANDN-OF DS LACHES OR GREATER AND WITHIN I MYS AFTER WHkT WNTNUE VrOTTA ONCM ACGO1W'IR M USNTA1BIII INSPECTIONS MHUST NHACSLUOOEEAS3TEOAE. LTQIERDEAARFTEPbR .TEETEROSIONMNNTPaCNTOENITOW AM SE[OORBMMEflNTECbOE RESOFO MPE AND WCILLTI€AAS1TTlA, AREAS. MASE➢CNNSPN,TpBRVTHE ICA iNDARANY OF THE TEF.RYUPPP UNLESS HPREVENTQUIRED BY FROMLEAVING1EE.STEVWGAL RIWATERRINIOFRTHIE PHYSCINLXC MOST BE MAXAIA NRHN :CALENDAR DAYS OF THE IASNECTEN UNLESS OIHERWLSE REQUIRED E6 @y THE TERMS OF THE PERMIT. LEGAL, PEGUUI'GRY,OR PHYINCgLAGCESSCCNS1AAIh7S, NSPECDONREPORMM',EL ERECOHMOWITH"SMHOURSNR'RIiINO MU KEPTOYKERYTHE CONTRACTOR AS CIN Yf7€GHAlPMTCF THESVNPP UNSDEAMTHEN FORAT LEASI a 1EA4S FROM HIE WE tr WMFLE IRAYOL IHAS RFWECI. AL PCIRN'ETCR CONTROL DEMOTE MUSTS_ REPINED, RFPLAG[0 OR SLITHH[M,I I) WHCL7HEY EEOOME NONFUNCTIONAL OR THE 5[DM(NT ICAC-F510OF THE NIGHT GF THE DE VICE THESE REPAR5 MUST BF VADE S' T'HE ENDCF THF MW BUSINESS DAYAFTER DISCOVERY, OR TFEEEAFTERAS SOON AS RP16 CONOTIONSALLpW ACLE55. REMOVE ALI OEL7A5AW SEDIMENT DEPOSITED M SURFACE WATERS INCLUDING MA`I WAYS, CATCH FAS7NS, AND OTHER DRAINAGE SYSTEMS AND RESTAM IIE THE AREASMOESED*ETREMOVARESULTSINEIP MTOPSAIL, THIS PEMONSI AND SiAELEATION M,STTARE PIERCE T GAVE OF ESCOVERY UNLESS FRED By LESV. REGULATORY' OR PHNSpAL ACCESS CCNSIRAFRS. SEF {ATiACWMENT A. COF%TRUCTEN 'A'""WEATE1 FCR SITE SPEOE N FS?EL' ENS MCI MAINTENANCE ItECIJNEMEMS, POLLUTION PREVENTION MANAGEMENT (PART N.F): THE OD"WTOR STALL IMPLEMEui THE FOLLDINING POLLUTION PRENONTEN W AXEMENT WEASURES ON THE SITE SOLID WASTE: COLLECTED SEDIMENT. ASPHALT AND CCFDR_TE M UNG.--LDAANG DESKS, PAPER PLASTIC, FARNC CONSTRUCTION AND DEMOLMg DEBRIS AI&CTHER WASTES MUST BE DISPOSED OF PROPERLY AND MAST C,MPLI WITH MINNESOTA a0ULIT10N CCNTPOL AGENCY 9APCA; CSW SAL MOUHtMENTS WARDALEMATERIALS'. 01 CA$O;yIE PANT AHO ANY RVARIJCUS SUBSTANCE$ MUST HE PROPERLY STORED. INCLUDING$EWMOAgYI%llJiN4MfT,1, TO FADHEw SPILLS. I Fj4{;, OR OTHER OSCWRGE. RESTPICTEO ACCESS TOSTORAGE PAEA9 NIST BE PR/CyIpED TO fTiEVENT VANONJSM, STORAGE AND DISP(SAL OF-pg7A4(pl;b IWA$TE 51LIST BE IN COMPLMNCEYAIH MPGA REGLLATONS. OTTERWy WASTING W TRUCKS ANDOTICR CONSTRUCTION VENCLL6 MUST DC W NLD 10 A DEfINCO ARENDT THE SRL. RUNOFF LIST BE CONTAINED NN WASTE}YATM PROPENIY DISPOSED OF. NO ENGINE DECREASING M ALLOWED M SITE CONCRETE WASHOUT'. N.. UQUO ANP SOLO 60TLS GENERATED BY COMEBETE WIASIKIUT DPW COW MUST BE CONIAWED IMA LEAK PROOF CONTAINMEN, FACILITY OR MPERMFANE LINER. ACOMPACTED CLAY LINER THAT DOES NOT NDA WASHOUTLEUICS ToENICK WE CRCUNP ISCONSIDEREDA WP&RhEA6LE LINER TH€ LEND AD M�u51T NE �ISPOS® OFF PRGTES PUSI GPEHHLAWN CONKAMEEMRTH WCT WE GROUNCLANI) 7qFFAE A ZCGULEAM T NOT BE NOFF FSIGI: MUS EEI STRLLFA AHpUAC-SNF TOS NSWp9ryCGT-ACON AREAS. U/UIYTOi NFURM OpNCREFE EOLIPMENI' OPERAIURS TOUTILATHE PROP JN FACILOEti.00q;RE1FNASTON MAY ALSO OCCUR OFF SITE ACCORDING TO THE AF HERTIF 1E REGULATYMYS DATUMS OPMA71ON PLAN ALL RIFLING 51R4LL lN{(E PLACE AT RIE DESIGNATED FUSING LOCATION AVC pGGGAOWGTp BEST MACTCES FOR SUE FLEENG CKNATIETS AS TO NIMNRZE THE NOTENIML FOR SPILLS SPILL PREVENTION P- ALL SPILLS SILO L M NINR3AT. -Y CLEANED UP AFTE IGISCOV-ERY, THE. ERE 6UFERWTEFDENT, W'ID S REN'ONSILE FLIT GAr.TpDAY ONSITE CCNGTRLCTION OFERATbN5151LL BE THE SPILL PRFVENTON CCOROINArTpR MOMLL BE AE6PGNSMLE FOR INPLEMEHTNG CLEAN UP pgOCEO.RES. POSTING CLEAR UP RECGMMEHOATMS, ACI ENSURNG PROPER CLEM U- TAMNG OF APPROPC4Atf PERSONNEL EAMPlOTEMTNRYESMC SERTNC RATITE SANITARY5EPTC FARTLTES SMALLSE PRIINDEPANO MA117 N80 INA NII SANITARY NINDRRTN, FGRTHELIBROF r, GONTRACTPM'S EALEE!1RL0 SPNIPARY WASTE NANAC#MEM CONTgALTOk AS REpIAREQ Br GTpIE REGIAATEM1GLYLL WLLECT SAIVIIMY WASTE FROM F3RIABLE UNITS, FINAL STABILIZATION (PART IV.Gp, OUTTEN IHACLW MUST ENSURE FNA BIANNZATEN OF NESIIEM:CGROINGIEE CkFIN1XNNG3N IPENFDEEGL,E ERNI PART LSEcTENG iIE COrv7RgL'fOR MUST BUB IAIANDIRCECFTERMNAID NO,T.I WITHIN CO DAYS AF -ER 944 STABN1ZATIDN1SCOMPLETE OR MATHIN7pAYSARERYLIING THE 311E ORAM IDNOFTHE SITE {THAT HAS NOT JhDFFGOFE FNA1 STABIL12pTDN ITC NICTHEA PgRTY. AGONY OP THIS NOTOEOF TERVINATOY f PERMTMOpIMCATON F09M µUST GDTCTIE NEW GYMER,-NEORIpNAL CURREN�ONMER MOS"PFiOVEE ASWP-TPto THENEW fTN4ER IMAT 6PECNCA1YACpFESSEGTHEREMAI4IHGWO TRUCICNAGTW"SEETHE SWPPP RAN SHEENS AND SWPPP NARRATIVE IA7TACHWNT A CONSWUNCTION PAPPP TEMPL47€)ANS $WEEP PJVN SHEETS Epi EINAL 9TANUTAl10N MEASURES TRAINING (PART IIIA gL_ OWNER INFORMATION DESIGN ENGINEER MATTPEW R PAVEK P1 OWNER. 7RARINGOOURSE DESD4OF5Wppp I RAIMMIC ENTITY UNN€RSPY OF MINNESOTA JAVA CAPITAL PARTNERS INSTRUCTOR: JOIN CHAPMAN 333 WASHINGTON AVENUE NOFLTH SUITE 401 DATES CIF TRAINING COURSE', ECWDIT-VIG,2D11 MINNEAPOLIS. MN 5$ADi TD)AL TRAININD HOORS:12 CONTACT FRE.CFRNFICATI6N'.tl'31141�13�t115 HOUR53. ENP, y31fet171 TRO AREAS AND QUANTITIES (PART IILA4.BRC): SITEAREACALCUu11ONS BUILDING COVERAGE EXISTING 2.410 SE IL9% PROPOSED ALL PAVENYNTS 21AS53 SF B4.1% 1,5105 AT Do I% ALL NDN -PAVEMENTS 17.911 SF 719% 9&25F 3.9% 4,EBR SF 1S➢% TOTAL SITE AREA 24,MSSF 00,0% 20055F 100,0% IMPERVIGUIS SURFACE CALCS EXISTING CONDITION 23,925 SF 915.11A PRO POSED CONOTON LUT 70.4165E 82.0% DIFFERCNCF Ick. VS PROP_ I -3,577 SF -14.1% IwERVIOLSTOTAL 20,416 SE 820% EROSION CONTROL QUANTITIES DISTURBEDAREA 760DO SF CONSTRUCTION ENTRANCE 10 GY SILT FENCE/BIO-ROU sD LT EROSION CONTROLIMANIF'T 0 S INLETPROTELTION DEVICES 5 EA NOTE QUANTITIES ARE FOR NFEIRMA7KNAL PURPOSES ONLY. CONTRACIOR SHNLI DETERMINE FOR WENSELVEs THE EXACT ON UNTITIES FOR 21DCIK ANO CONSTRUCTION. SWPPP CONTACT PERSON CONTRACTOR. SWPPP INSPECTOR TRAINING' 41 L SWPPP INSPECTIONS MUST LIF PETUMSMED BY A PERSON THAT MEETS THE TRAINING REGARELIENTS (IF THE IMPLIES CONSTRUCTION SITE PERMIT. TRAININGCREDENRNSSHALLBEPROVOTBYTHE CONTRACTOR AMC KEPT ON SITE WITH TI NE SWPPP PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORM WATER MANAGEMENT SYSTEM PERJ.iAMEN- STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPCES PERMIT RECATERELTENTS, THE PROAERTY EIS NER IS RESPONSIBLE FOR THE LONG TERM OPERATION ANO MAINTENANCE OF THE PROPOSED SFCRMWATER SYSTEM. SWPPPATTACHMENTS: NDT APPLICABLE SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES: THESE NOTES SUPERCEE E ANY GENERAL SVJPPp NOELS. THIS PROJECT IS LESS THAN T,OACREG. SO AN NPDES PERMIT IS NOT REQUIRED AND DOES PDT NEED 70 BE SUBMITTED TO THE MPGA, HDNEVER, THE CO TRACTOR S RFQOREO TO FOLLOW THE GUIDELINES IN THE NPDES PERMRTHROUGHOLIF CONIsmuCTICN, PROJECT NARRATIVE; xROJECF ENTSW"IOCPMENTCTAN EA5IWG GA$STATIOtl BVKDPN.a WTOA NEW RESTAO IT NADINE SM AVDLANpSCAPE IMPROVEMENTS WRL GGLUR SPECIALTMDL BMP REQUIREMENTS SITE SPECIFIC(IF REQUIRED): VDT REIX.NEf,-hOSPECNaL CR IMPAR€D WATERS NEAR SITE PERMANE.NTSTABILPATION NOTES WE SPECIFIC 1ERANN*`4- SEED MIT • FOR IHSPNWEEFERS, MAAGACERFNGi-OBE SODOEG OR L"DSCAPEb SHALL RECEIVE N MnTNEP MANENFSICED No, .• AREAS IN SUFFER5NNDAD.gAGEHT I9 OR ACRE EI AREAS IN WNMWT,gkO Wi_yOR 761 IS1MWA-EB OUM AM IYEGTI AT 95 LES PER DRYAREASMNMOT SEFDW3BEo NTRYFp,AINE GEFNERAIJAT tlCIlLS PER ACRE MANTRIB"CF NEW L NF IR AOCURD4,Li TO TNF MNIXITGF,%GWT,4 d= mlIVli li G R b BUT -pP}I A,1, RFI. SURE %W ST I>:T1I5 CALK. MN _la.1f 6 Gir+TS'g4(I,oup.cpn '1MI p4rek Pe1Srvx a3.]r3.15me B5R1sI•?Ro.+ U O a O LACI IHEPEBYCMERTIFY TIeP t 1w1. FLAN SPPCFIGATICH OR NFPCHT:YAG PREPARED BY ME OR UNDER MY UIREC'I PTWERNSION AND THAT I AM A PILI MEN -PROFESSIONAL FNOINEE9 VNOEA THE LAWS OF THE STATE OF MIP ➢DTA Ma . wMTP b!&15 e9 -o ISZSD ISSIIESSUabAITYAL SUMMARY RATE DF-TATIGN �15GTY. M. TAL REVISION SUMMARY --fwTcDESGRIRTIOq. SWPPP///LLL- NARRATIVE 1 1 e 3 ,u �3 z «� h - a m s k. Scale: 1 inch- 16 Ft. 5e mg'ry: a R I i Luminaire Schadple - Symbol Qty Label A gememt Lumen LLE' DleC p4 ytt um. Wait. IT tal Natte 2 D3 SCNGLF u a 6.9D6 GE PASS MF11-Nil 26PT �/. x ]52 � } D9 BAGN SAfR N.A. 16.966 CP P 6 XX ZOYt Yt�: a SINGLB N.A. LLD._9D6 G8 BX52 6TD146-_126-2"I iY-NN .GEi 15d I O ns _ngle SINGLB N.A. 4 966 G8 M0.68 D6NA56 -MN 24P'r 126 ]e5 J C IM C 1 lett S mmary J ai t Label Calcrype Nnitm Avg M.. M:.n —SIM tt Mak/Min Z �. 8nt. ne Iilumirsance. P6 7.15 7'.1 7.6 1.02 1.69 I- Fllurninance Pc 9 2 10 8.6 6.1 21,49 9fi.D6 P ,king (—.q. ]]nel Illuminance Pc 3. a4 9.6 ]-4 2.4E d.19_ Thaea dmwhW ma IO( LmM.wpweldu IXm iu) v lues Q! :-d f— ph.f—W a Mheuse a independent hh IeSM wiM data upoled by lamp ma.yla6lWelt. 17x22 �'� f REVISION SUMMARY MTE ol..�NPFioiu LIGHTING PLAN LT1.0 CONSTRUCTION UNITS clovilSite G R o U P eao, w_ aa,n Br. �un5 xau �I.ICUISPARrt. NH 55„s MR Fe+eR rv�lsneG wpcam T.B]3rY34M 0.`4�]SUS.v3 sVJ Y W Z W Z $ H Z M 0 J z Z W > a W ? U Z © j N a II$PLAN. 5PECI FICA,ICN. ON AEPaRT WAS PREPARBp BY ME pn u”, R1Y pIREC, suPERwsIaR nNo rRnr -AO"y 41p RT EI—S5F THE EN EOF urvCER THE uws of THE 9*ATE aE M1lal NE56TY�. - srok re Y&T58 srvss aaTnT ISSUE/SUNMITTAL SUMMARY SINGLE UNIT BOX TRUCK REVISION SUMMARY TURNING MOVEMENT pATB aE3CR+P,ION GOPHER STATE ONE CALL WWWGOPHERSTA7EONECALL. DAG TURNING MOVEMENT (800) 25Tl FREE (as, ) 7 454 a5aDInoaz LocAL EMBIT lay, °� EX1.0 CON5TRUCTION KE1' NOTES O. NCT LrEe 1 CONSTRUCTION GENERAL NOTES I. MECHANICAL EQUIPMENT WILL EE 6CRFENFD 2. 8Z#W-iE HALL COMPLY WITH REGULATIIOr�a_ FINAL 66ANE LAYOUT WILL EF PROVIPEA FOR ,APPROVAL -SIGNAGE AREA C.A*4DT EXCEED TM OF Ti -E FACE Cr- THE PRINCIPAL EUILDING UPON WHIOH THEY ARE LOCATED- EXTERIOR MATERIAL SCHEDULE CZI STu= TRFX OR SIMILAR Q Q PiP-ICIC BKCK QD METAL RAIL FEATURE Q PREFNISHED METAL COPINCa METAL C44OPY Q SIGNAGE AREA Qu CAST GAP ;)EAST CONSTRUCTION ELEVATION .rod w�.t-0• 4 SOUTH CONSTRUCTION ELEVATION NORTH CONSTRUCTION ELEVATION ur.r-m• - - am w•.r-o• o7m rtes PROPOSED FLOOR PLAN M x— C t'1 S LII LI ® mss - GF 118 E- 261h Street Suite 300 Mlnneapolls, MN 55404 P;612-679-8225 F;612.879�8152 www.renek cum 42nd and Winnetka Development 7620 42nd Ave N New Hope, MN llillilillilillillIF- i...re��•v'r "am. pr¢pnmy Hr me am ewN ti«rss.e wa.a u�de� i,a uw+ nl ew e�v,e q NHnnwra. aS�Ofi:f6t_ Rm+w nrmm± :lavlure scale name va° = r -o° - revised per alty comments 0572112015 city submittal 05108120i 5 mnstructlon elevations HI ST CONST GTION ELEVATION TP -45H ENCLOSURE -'FRONT AND SIDE a210 wnnAom7roszalfi Planning Case: Petitioner: Address: Project Name: PLANNING CASE REPORT City of New Hope Meeting Date: June 2, 2015 Report Date: May 29, 2015 15-10 Patrick J. Giordana 8100 42nd Avenue North North Memorial Clinic Project Description: Construction of new 14,740 -square foot medical clinic Planning Request: Site Plan Review 1. Type of Planning Request A. Site Plan Review II. Zoning Code References Section 4-35 Administration - Site PIan Review III. Property Specifications Zoning: PUD, Planned Unit Development Location: Northeast corner of Xylon Avenue North and 42nd Avenue North (Rockford Road) Adjacent Land Uses: CC, City Center to the north, east, and west and R-1 Single -Family to the south Site Area: 1.80 acres Building Area: Vacant Land Planning District: Planning District 11. The city's Comprehensive Plan states that it is a goal to enhance and revitalize the City Center as a commercial location. In recognition of the city's commercial goals, one strategy for commercial land uses in District 11 is to aggressively pursue the renovation and redevelopment of the Winnetka Center and the Kmart Shopping Center. This includes undertaking efforts to enhance the physical appearance and tenant composition of the centers to improve the customer base in the area. A mixed land use that allows for a combination of commercial and medium to high density residential land uses may be considered in the redevelopment of the aforementioned sites. Planning Case Report 15-10 Page 1 612/15 IV. Background In recognizing the importance of redeveloping and establishing a sense of place within its core, a visioning process was initiated for the New Hope City Center area in 2010. The New Hope City Center area represents the heart of the city and is located around the intersection of 42nd and Winnetka avenues. It was at that time that the city began focusing on redevelopment of the former Kmart Shopping Center. With support from city staff, consultants, and community stakeholders, the City Council and Planning Commission led the development of the "New Hope City Center Vision," which was adopted on June 13, 2011. The vision statement for City Center expresses New Hope's goals for redevelopment of the area and how the area should look and function for residents, businesses, and visitors. The statement is a key communication tool that the city uses to inform developers, businesses, and residents about its goals for the redevelopment of the area. The city purchased the abandoned Kmart Shopping Center in July 2012 and the City Council approved the creation of a City Center Zoning District in November 2012. The new zoning district encompassed the New Hope City Center Vision and established minimum code standards for the area. Demolition of the Kmart Shopping Center occurred in early 2013 and by year's end, three developers had proposed concepts for the site to the City Council. After some deliberation and discussion, the City Council entered into a Preliminary Development Agreement with Anderson Companies, who proposed the construction of a new Hy -Vee grocery store in addition to a gas station and office or retail building. The Preliminary Development Agreement was approved in March 2014 and in June 2014, the city's Economic Development Authority approved the term sheet and authorized the preparation of a Purchase and Development Agreement, formally accepting Anderson Companies as the developer for the site. The land was purchased for $3,725,000. In order to allow for the construction of a Hy -Vee convenience store/gas station as part of the development, the property was rezoned from City Center to Planned Unit Development in 2014. Specific design standards outlined in the City Center district were retained during the rezoning process. As part of the Development Agreement, "Phase 2" of the project included construction of an office or retail space at Lot 3, Block 1, 8100 42nd Avenue North. The agreement calls for construction of Phase 2 to begin by October 1, 2017 and be completed by October 30, 2018. Should the lot not be developed during that timeframe, Hy -Vee could request a one year extension or the city would have the option of repurchasing the lot for $470,000. The city has received an application for "Phase 2" of the project from Patrick Giordana for the development of a 14,740 -square foot North Memorial primary care medical clinic. The clinic would be located at Lot 3, Block 1, which would continue to be owned by Hy -Vee. V. Zoning Analysis A. Plan Description 1. Setbacks (Building Placement Planning Case Deport 15-10 Page 2 6/2/15 There are no lot area or lot width minimums in the City Center district. The maximum building height in the district is limited to 72 feet. The proposed building ranges from 16 to 23.5 feet in height. The proposed building meets all lot area and building setback requirements. The minimum and proposed setback requirements for the City Center district/approved PUD Master Plan and North Memorial building are as follows: Setbacks Required Proposed Compliant Front (South — 42nd Avenue North) 10-25 feet 20-30 feet* Yes Rear (North — Hy -Vee grocery store parking lot) Meets PUD Master Plan Yes Side (West — Hy -Vee convenience store parking lot) 5 feet 170 feet Yes Side (Fast — New Hope City Center Mall/Applebee's) 5 feet 30 feet Yes Parking areas (from public street) 7 feet At least 7 feet Yes *Variation in setback reflective of varying south lot line B. Site Plan Requirements 1. Circulation Access Traffic & Emerg!Lncy EmergencyVehicle Access Vehicle access points will be located at the southwest corner of the parcel along 42nd Avenue North (entrance from the east, exit to the west) and at the northeast corner of the parcel adjacent to the New Hope City Center Mall/Applebee's. There are three proposed entrances to the main parking lot, two of which are on the north side of the parcel, parallel to the Hy -Vee grocery store parking lot drives and one of which is at the southwest corner of the parcel. There are no anticipated issues from an emergency access or turning radius standpoint and the majority of deliveries will take place after hours. 2. Curbing, Sidewalk & Pavement The parking lot will be paved with curbs and striped accordingly. As requested by the city, the parking lot curb cuts from the private drive to the north were reduced to 24 feet in an effort to better channel traffic and protect end parking stalls. 3. Pedestrian Access The location, design, and paving materials used for sidewalks and crosswalks are consistent with PUD Master Plan. As requested by the city, the sidewalk at the entrance of the building was extended to connect with the public sidewalk along 42nd Avenue North. 4. Parking Office/clinic uses in the City Center district are required to provide a minimum of one space per 300 square feet of floor area, with maximum of one space per 100 square feet of floor area. The proposed parking arrangement, as shown on the site plan, meets this standard. Planning Case Report 15-10 Page 3 6/2/15 Proposed Building Area: 74,740 -square feet Required Parking: 49 stalls Proposed Parking: 67 stalls Parking lots in the City Center district require a minimum seven foot setback from a public street. The site plan indicates that the parking lot meets this setback requirement from 42nd Avenue North. Within this setback, the city requires a masonry wall, fence, hedge, or combination thereof, a minimum of three feet in height, and not less than 60% opaque to screen automobiles and headlights from 42nd Avenue North. Per the city's request, the landscaping plan was expanded to address this performance standard and match the fencing that will be used along Xylon Avenue North along the Hy -Vee grocery store parking lot. In addition to the fencing, a variety of shrubs will assist in providing the screening. Parking stalls are dimensioned at 19 feet by 9 feet with drive aisles at 26 feet in width, both meeting City Code requirements. The site plan provides four disability parking stalls, meeting State requirements. Buildings up to 40,000 square feet in size are required to provide 1 bike space for every 20 car stalls, with a maximum of 4 spaces. The site plan indicates that the applicant meets the minimum requirement, with four bicycle parking spaces near the northwest corner of the building. 5. Loading & Deliveries The proposed building is required by ordinance to provide a loading area that is 10 feet wide by 30 feet in length as it will not be served by semi -trucks or trailers. The proposed site plan reflects these dimensions with the loading dock located at the north side of the building. The applicant states in the attached letter that "the majority of the deliveries will happen during clinic after hour timeframe" and that "an occasional delivery will be made by Fed-Ex/UPS companies during business hours," in which case all delivery vehicles are made from a panel size truck. No semi -tractor trailer deliveries will be made, thus the proposed loading area will suffice. 6. Landscaping & Screening With 25.1"/ green space coverage, the site plan meets the requirement of at least 5% coverage within the City Center district. The landscape plan for the site includes the landscaping that was approved with the PUD Master Plan. There is a variety of canopy trees, understory trees, evergreen trees, shrubs, and perennials included with the plan. These plantings will be installed in conjunction with site improvements. An irrigation system will be used for all planted areas on the property. As outlined in the "Parking" section of this memorandum, the landscaping plan was expanded include fencing along 42nd Avenue North that will match what will be used along Xylon Avenue North along the Hy -Vee grocery store parking lot. Planning Case Report 15-10 Page 4 6/2/15 The trash enclosure on-site is approximately 10 foot by 10 foot and is located at the north side of the building. The elevation indicates that the enclosure will match the principal building materials. The gate will be steel framed with vertical. composite decking. 7. Lighting Plan The parking lot lighting fixtures match those of HyVee in fixture design, color, and pole height. The lighting at the building entrance shall be adjusted to increase the amount of foot candles to an average of 5.0. Aside from this, the lighting and photometric plan indicate that the placement of Iight standards meet the minimum requirements of the City Code pertaining to setback and illumination intensity. S. Signage Two wall signs are proposed for the building, one facing to the west (Hy -Vee convenience store) at 152 square feet (up to 277.3 allowed) and the other facing to the south (42nd Avenue North) at 120 square feet (up to 203.8 allowed). Neither of the wall signs exceed the maximum threshold of 10% building facade coverage_ One freestanding sign is allowed per City Code and one monument sign has been proposed. The proposed monument sign is located at the southwest corner of the parcel. The area of the sign is approximately 64 square feet (up to 100 allowed) and the proposed pylon sign is 12 feet (up to 12 allowed) in height. The proposed monument sign is located more than 10 feet from property lines, meeting the minimum city standards. The site plan indicates that the monument sign will match the principal building materials and colors. As requested by the Deputy Fire Marshall, address numbers of a contrasting color and a minimum height of 6" shall be added to the south elevation (facing 42nd Avenue North) of the building. 9. Utility Plan The city is currently working on upgrading the sanitary sewer line along Xylon Avenue North and will provide three stub -in points, one of which is intended to be used on proposed North Memorial site. The utility plan document demonstrates where public drainage and utility easements would be located. The fire department connection is shown near the northeast portion of the building on the site plan. As requested by the Deputy Fire Marshall, landscaping shall be removed to create a 5 foot clearance for the connection. The final utility plan will be reviewed and approved by the city engineer. 10. Grading, Draina e & Erosion Control The applicant indicates that storm water would be treated by an underground storm water retention facility that would be located at the northwest corner of the parking lot. The North Memorial underground tank would connect with the Hy -Vee grocery store storm system and underground tank. A storm water maintenance agreement requiring that the storm water system be properly maintained and cleaned annually would be prepared and executed by the city engineer and Hy -Vee. The storm water management plan is subject to approval by the city engineer as well as the Shingle Creek Watershed Management Commission. Planning Case Report 15-10 Page 5 6/2/15 11. Snow Storage The snow storage plan approved with the PUD Master PIan included accommodations for the Hy -Vee grocery store, gas station, and Lot 3, Block 1. The designated snow storage area is located on a parking area located at southwest corner of the Hy -Vee grocery store parcel. Included with the original Hy -Vee grocery store application was an explanation stating that in the event that the designated snow storage area becomes full, snow can be stored in the parking green space areas and along the north property line green space area. In the event that all of these areas are at capacity, the applicant states that snow will be removed off site. 12. Design Guideline Compliance a. Building materials. The city's Design Guidelines require that each facade of a building must meet the following requirements: a. Minimum of f0% 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 south, north, and east facades meet these requirements, whereas the west facade (facing Hy -Vee convenience store parking lot) does not. The proposed west fagade has 23% coverage with composite metal, exceeding the 10% requirement. Requiring compliance with the architectural standards is a policy decision for the Planning Commission and City Council. Options include requiring a reduction in the amount of metal in order to bring the building design into compliance or utilizing the PUD/CC zoning status to allow for the design. The latter of the two options would require the following conditions: a. The proposed design or materials is consistent with the purpose and intent of the CC zoning district. b. The proposed design and material would enhance the architectural appearance of the building and would be equal. or superior to designs or materials permitted under the New Hope Design Guidelines. c. The proposed design or material would be in harmony with the character of the adjacent buildings and the surrounding districts. d. Strict adherence to the requirements of this section would result in reduced functionality, operation, or safety of the site and or building. Staff recommends utilization of the PUD/CC zoning status to allow for the proposed design, as the total Hy -Vee site is being developed under a common master plan and the building architecture is complementary throughout the plan. The facade in question faces an internal parking lot and private street and blends the composite metal with the entrance canopy to offer an attractive building appearance. Planning Case Report 15-10 Page 6 6/2/15 The roof of the proposed building is flat with variation on the south and west walls. The applicant shall identify any rooftop equipment and meet all screening requirements. C. Zoning Code Criteria 1. Site PIan Review Modification of or additions or enlargements to a building, or buildings, accessory site improvements, and/or land features of a parcel of land that result in the need for additional parking or increase the gross floor area of the building by 25 percent or more require site plan review. Criteria. In making recommendations and decisions upon site and building plan review applications, the staff, Planning Commission, and City Council shall consider the compliance of such plans with the following standards: (a) Consistency with the various elements and objectives of the city's long range plans, including, but not limited to, the Comprehensive Plan. Findings. The city's long-range plan is for continued redevelopment, expansion, and renovation of redevelopment areas in the city. This proposal is consistent with specific goals of the Comprehensive Plan, calling for redevelopment of this land. (b) Consistency with the purposes of this Code. Findings. The proposal is generally consistent with the purposes of the City Code, meeting all minimum setback requirements and other elements of the City Code. (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. Fines The former use of the property was a portion of a Kmart Shopping Center and its parking lot, which included little to no natural elements. The proposed plans introduce a vast array of landscaping and green space that is currently not on the site. (d) Creation of a harmonious relationship of buildings and open spaces with the terrain and with existing and future buildings having a visual relationship to the proposed development. Findings. Staff believes the proposal for site and building is adequate and will be of a harmonious nature. The building materials and landscaping plan will be complimentary to the Hy -Vee grocery store and gas station that are currently under construction. (e) Creation of a functional and harmonious design for structures and site features. I. 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. Planning Case Report 15-I0 Page 7 6/2/15 Findings. The New Hope City Center Vision was created to help ensure that this type of environment was created. The applicant provides screening of the parking lot and incorporates designs elements from PUD Master Plan in an effort to create this type of environment. 2. Appropriateness of the amount and arrangement of open space and landscaping to the design and function of the development. Findings. The landscape plan for the site includes landscaping approved with the PUD Master Plan. The use of over -story trees and the parking lot island plantings will be appropriate for the site. 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. For the most part, the proposed building materials and colors are consistent with the intent of the New Hope Design Guidelines. Building materials are complimentary to those used for the neighboring Hy -Vee grocery store and gas station. 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. Vehicle access points will be located at the southwest corner of the parcel along 42nd Avenue North (entrance from the east, exit to the west) and at the northeast corner of the parcel adjacent to the New Hope City Center Mall/Applebee's. There are three proposed entrances to the main parking lot, two of which are on the north side of the parcel, parallel to the Hy -Vee grocery store parking lot and one of which is at the southwest corner of the parcel. As requested by the city, the parking lot curb cuts from the private drive to the north were reduced to 24 feet in an effort to better channel traffic and protect end parking stalls. The sidewalk at the entrance of the building was also extended to connect with the public sidewalk along 42nd Avenue North. (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 Planning Case Report 15-10 Page 8 6/2/15 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 applicant will be treating storm water with an underground tank for their own site. Impact to sound and sight buffers will be minimal as will alterations to views, light, and air. The proposed landscaping will coordinate well with the streetscape improvements planned for Xylon Avenue North as well as the landscaping plan for the Hy -Vee grocery store and gas station. D. Design and Review Committee The Design and Review Committee met with the applicant on May 14, 2015. The committee was in favor of the proposed development and was pleased that the applicant intends to coordinate the opening of the clinic with that of the Hy -Vee grocery store. E. A112roval I . Type of Approval a. Site Plan Review - quasi -Judicial 2. Timeline a. Date Application Received: May 8, 2015 b. Date Application Deemed Complete: May 22, 2015 c. End of 60 -Day Decision Period: July 7, 2015 d. End of 120 -Day Decision Period: September 5, 2015 VI. Notification Property owners within 350 feet of the parcel were notified by mail and a legal notice was published in the SunPost newspaper on May 21, 2015. Staff has not received any questions regarding the development. VII. Summary The applicant is requesting a site plan review in order to construct a 14,740 -square foot North Memorial primary care medical clinic at 8100 42nd Avenue North. The building would satisfy "Phase 2" requirements for Lot 3, Block 1 outlined by the Development Agreement between Hy -Vee and the city of New Hope. Hy -Vee would maintain ownership of the land. After reviewing the application, staff has determined that the proposal would be a good fit for the City Center district. VIII. Recommendation Staff recommends that the Planning Commission recommend approval of the site plan review, with the following conditions of approval: 1. Determination of acceptability of building materials on west facade by Planning Commission, which may involve reduction of percentage of metal or approval of design as proposed by applicant. Planning Case Report 15-10 Page 9 6/2/15 2. Applicant must identify any rooftop equipment and meet all screening requirements. 3. Parking lot light fixtures shall match those of Hy -Vee in fixture design, color, and pole height, 4. Lighting at the building entrance shall be adjusted to increase the amount of foot candles to an average of 5.0. 5. Landscaping shall be removed around Fire Department Connection to create 5 foot clearance. 6. Address numbers of a contrasting color and a minimum height of 6" shall be added to the south elevation (facing 42nd Avenue North) of the building. 7. Sign permits shall be obtained for each individual sign along with other required building permits. S. Crosswalk paving materials shall match the crosswalks in the balance of the Hy -Vee PUD Master Plan. 9. Applicant shall enter into site improvement agreement with city to ensure the installation of all required improvements, including storm water maintenance agreement for underground storm water system (to be prepared by the city attorney). 10. Applicant shall provide financial guarantee/performance bond for Iandscaping and site improvements (amount to be determined by city engineer and building official). 11. Storm water plans shall be approved by the city engineer and the Shingle Creek Watershed Management Commission. 12. Grading, utility, and erosion control plans shall be reviewed and approved by the city engineer. Attachments • Northwest Associated Consultants memorandum from Alan Brixius (May 27, 2015) • Application (May S, 2015) • Applicant letter (May 22, 2015) • Site Plan information (May 8, 2015, May 22, 2015, May 29, 2015) • Snow storage plan (November 5, 2014) • Westwood stormwater letter (May 22, 2015) • Design & Review Committee meeting notes (May 14, 2015) • West Metro Fire Rescue District memorandums (May 13, 2015, May 27, 2015) • Stantec Consulting Services memorandum (May 29, 2015) • Application log Planning Case Report 15-10 Page 10 6/2/15 NORTHWEST ASSOCIATED CONSULTANTS, INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 plan nersCunacplanning.com PLANNING REPORT TO: Jeff Sargent FROM: Alan Brixius 1 Ryan Grittman DATE: May 27, 2015 RE: New Hope — North Memorial Health Clinic (HyVee PUD) FILE NO: 131.01 — 15.05 BACKGROUND In the fall of 2014, the City of New Hope approved a rezoning from CC, City Center District to PUD, Planned Unit Development; a preliminary and final plat; and a PUD Master Site Plan for Anderson Companies to construct a HyVee grocery store and a convenience store with gas sales. This approval included a three lot final plat with Lot 3, Block 1 being reserved for retail/office use. The City has now received an application from Patrick Giordana for the development of a 14,740 square foot medical clinic for North Memorial on Lot 3, Block 1, Hy -Vee Final Plat. We have conducted a preliminary review of the submitted plan and offer the following comments. Attached for reference: Exhibit A: Site Location Exhibit B: Site Plan Exhibit C: Grading Plan Exhibit D: Floor Plan Exhibit E: Building Elevations Exhibit F: City Engineer Comments Exhibit G: Fire Chief Comments ANALYSIS Zoning. The site is zoned PUD/CC, City Center District. The proposed medical clinic is a permitted use in the CC District Lot AreaiSetbacks. The following table compares the proposed site plan with the lot area and setbacks of the CC District and the approved PUD Master Plan: * The proposed building is larger than the conceptual building shown on the approved PUD Master Plan. The proposed building has been moved closer to 42"d Avenue, consistent with the build to setback of the CC District. The variation in the 42"' Avenue setback is reflective of the varying south lot line. A1110t area and building setbacks are compliant. Green Space. The CC District requires 5% of the lot area be maintained as green space. The site plan provides 25.1 % of the lot area as pervious surface. Parking. The City requires office/clinic uses in the CC District to provide a minimal amount of parking at a ratio of one space per 300 square feet of floor area. We also cap the amount of parking at one space per 100 square feet of floor area. The applicant's total building size is 14,740 square feet. The site plan provides 67 parking stalls at a ratio of 4.5 spaces per 1,000 square feet of floor area. This falls within the City's required range of parking. Proposed Use Required Spaces Proposed Spaces Compliant Clinic 14,740 _ 300 = 50 67 Yes The stalls are dimensioned at 19 feet by 9 feet with drive aisles at 26 feet in width. This meets City Code requirements. Disability Parking. The site plan provides four disability parking stalls which meets requirements. Pedestrian Circulation. The site plan is consistent with the PUD Master Plan in regards to location and design of sidewalks and crosswalks. Applicant's current site plan has provided a sidewalk connection between the front of the building and the sidewalk along 42nd Avenue N. In review of the site and grading plan the crosswalk paving materials must match the crosswalks in the balance of the HyVee PUD. Loading. By ordinance, a 14,740 square foot commercial building is required to provide one loading area. The site plan shows a loadingldelivery area along the north side of the building. In review of the loading area, the minimum loading area Required Proposed Compliance Lok Area No Minimum 73,537 square feet Yes Lot Width _ No Minimum 335 feet Yes Setbacks (Building): Front Build to Line South 10-25 feet 20-30 feet Yes* Side Yard West 5 feet 170 feet Yes Side Yard East 5 feet 30 feet Yes * The proposed building is larger than the conceptual building shown on the approved PUD Master Plan. The proposed building has been moved closer to 42"d Avenue, consistent with the build to setback of the CC District. The variation in the 42"' Avenue setback is reflective of the varying south lot line. A1110t area and building setbacks are compliant. Green Space. The CC District requires 5% of the lot area be maintained as green space. The site plan provides 25.1 % of the lot area as pervious surface. Parking. The City requires office/clinic uses in the CC District to provide a minimal amount of parking at a ratio of one space per 300 square feet of floor area. We also cap the amount of parking at one space per 100 square feet of floor area. The applicant's total building size is 14,740 square feet. The site plan provides 67 parking stalls at a ratio of 4.5 spaces per 1,000 square feet of floor area. This falls within the City's required range of parking. Proposed Use Required Spaces Proposed Spaces Compliant Clinic 14,740 _ 300 = 50 67 Yes The stalls are dimensioned at 19 feet by 9 feet with drive aisles at 26 feet in width. This meets City Code requirements. Disability Parking. The site plan provides four disability parking stalls which meets requirements. Pedestrian Circulation. The site plan is consistent with the PUD Master Plan in regards to location and design of sidewalks and crosswalks. Applicant's current site plan has provided a sidewalk connection between the front of the building and the sidewalk along 42nd Avenue N. In review of the site and grading plan the crosswalk paving materials must match the crosswalks in the balance of the HyVee PUD. Loading. By ordinance, a 14,740 square foot commercial building is required to provide one loading area. The site plan shows a loadingldelivery area along the north side of the building. In review of the loading area, the minimum loading area dimensions must be 10 feet wide by 30 feet in length for facilities not served by semi - trucks and trailers. The site plan shall reflect these dimensions. The applicant has submitted a narrative that explains that the Clinic will be served by small trucks and vans. As such the 30 foot loading area is adequate. Lighting. The applicant has provided an exterior lighting plan and photometric plan for the site. The parking lot light fixtures match those of HyVee in fixture design, color, and pole height. Photometric Plan. The applicant has provided an exterior lighting plan and photometric plan that matches the HyVee fixtures in design, height, and color. Area Average Maximum Proposed Compliant Parking Lot Sidewalk 0.6 0.5 4.0 5.0 2.0 approx. 3.0 approx. Yes Yes Building Entrance 5.0 N/A 1.0 approx. No Periphery of lot NIA 1.0 0.5 approx. Yes The lighting at the building entrance shall be adjusted to increase the amount of foot candles to an average of 5.0 Landscaping. The applicant has provided an updated landscape plan. The landscape plan for the site includes the landscaping approved with the original PUD. The landscaping provides a variety of canopy trees, understory trees, evergreen trees, shrubs, and perennials as well as grass. The application also indicates an irrigation system to all planted areas on the property. All plant species and plant sizes that are proposed meet the City's code. The CC District requires a minimum seven foot parking lot setback from a public street. The site plan appears to provide this setback from 42nd Avenue. Within this setback, the City requires either a masonry wall, fence, hedge, or combination thereof, a minimum of three feet in height and not less than 60% opaque to screen the automobiles and headlights from 42nd Avenue. The applicant has included updated plans that show landscaping along 42nd Avenue that provide a variety of shrubs that will provide screening. In addition to the landscaping, the applicant has included a fence. In this respect, we feel the landscaping and fencing requirement has been satisfied. The applicant has submitted an updated snow removal 1 storage plan. Snow will be stored on the west side of the HyVee parking lot. The applicant has submitted narrative that if the designated snow area becomes full, snow will be removed off site. Fencing. The applicant has submitted plans for a fence along 42nd Avenue North. The fencing is designed to match City installed fencing along Xylon Avenue. Trash Enclosure. The site plan illustrates a trash enclosure at the north side of the building. The trash enclosure appears to be approximately 10 feet by 10 feet in size. The trash enclosure is designed to match the principal building materials and colors. Building Design. The applicant has submitted updated plans that show building ground elevation, and a building height of 20 feet. The New Hope Design Guidelines require that each facade of a building must be a minimum of 60% primary materials (brick, natural stone, precast concrete units, architectural concrete panels, or glass); a maximum of 30% of the facade may consist of secondary materials (decorative block, stucco, or EFIS) and 10% of the building facade may consist of accent materials (architectural metalwork, glass block, copper flashing or similar materials). The following table illustrates the fagade of each wall: Side of Building Type of material Square feet of facade Percent of facade Code Compliant West West Prima Materials Composite Metal 1440 632 52 23 60% min 10% max No No West EFIS 701 25 30% max Yes West Total 2773 100 North Primary Materials 683 72 60% min Yes North Composite Metal 31 3 10% max Yes North EFIS 235 25 30% max Yes North Total 549 100 East Primary Materials 1279 72 60 -min Yes East Composite Metal 5 3 10% max Yes East EFIS 492 25 30% max Yes East Total 1776 100 South South Primary Materials Composite Metal 1295 113 65 5 60% min 10% max Yes Yes South EFIS 630 30 30% max Yes South Total 2038 100 Three sides of the proposed building meet the design guideline material standards. The west facade has 23% of the total building facade in a composite metal which exceeds the 10% allocation for accent materials. In considering this architectural feature the city has two options. 1. The City can require a reduction in the amount of metal on the west side of the building in order to bring the building design into compliance. 2. This site is zoned PUD/CC district within this district under Section 4-17(f) of the New Hope zoning code the city may consider alternative designs and materials provided the following conditions are met. a. The proposed design or materials is consistent with the purpose and intent of the CC zoning district. b. The proposed design and material would enhance the architectural appearance of the building and would be equal or superior to designs or materials permitted under the New Hope Design Guidelines. c. The proposed design or material would be in harmony with the character of the adjacent buildings and the surrounding districts. d. Strict adherence to the requirements of this section would result in reduced functionality, operation, or safety of the site and or building. Requiring compliance this architectural standard is a policy decision for the planning commission and city council. The design feature is aesthetic and does not influence building operations or safety. Arguments in favor of the flexibility include that the total Hy -Vee site is being development under a common master plan and the building architecture is complementary throughout the plan. The west building facade of the clinic faces an internal parking lot and private street. The south facade facing 42" d Avenue meets all guideline standards. Finally, the west facade treatment blends the composite metal with the entrance canopy this offers an attractive building appearance. The roof design is a flat roof with some variation on the south and west walls. The applicant must identify any rooftop equipment and required screening. Signs. The building will have wall signs on its south and west walls. Wall signs may not exceed 10% of the building facade. Side of Square feet of �Max sign FSgn square foot Compliant building wall quare foot vnosed West 2773 277 152 Yes South 2038 203 125 Yes Both wall signs meet the City's code. The site also has one monument sign proposed for the site: Code Height 12 feet Setback EE10 feet Square foot 100 feet Proposed Compliant 12 feet Yes 18 feet (approx.) Yes 64 feet Yes The site plan indicates that the sign shall be constructed out of materials and colors that match the principal structure. The applicant must also place an address sign on the south side of the building (facing 42"d Avenue N). Current plan calls for optional tenant sign only. Fire Department Connection. The applicant has submitted updated plans showing a fire department connection (FDG) near the northeast corner of the building. The fire marshal has stated that the landscaping shall be removed around the FDC to create a 5 foot clearance. RECOMMENDATION Based on our review of the plans submitted on behalf of North Memorial Health Clinic dated May 8, 2015, we recommend approval of said plans with the following conditions The planning commission must consider the building materials and make a finding to either reduce the percentage of metal on the west building fagade or recommend approval of the facade as presented. 2. The applicant must identify any rooftop equipment and required screening. 3. Parking lot light fixtures shall match those of Hy -Vee in fixture design, color, and pole height. 4. The lighting at the building entrance shall be adjusted to increase the amount of foot candles to an average of 5.0 5. The landscaping around the fire department connection is removed to create a 5 foot clearance zone. 6. The applicant shall locate an address sign on the south side of the building facing 42nd Avenue N. 7. The crosswalk paving materials must match the crosswalks in the balance of the Hy -Vee PUD 8. Comments from other staff PLANNING APPLICATION TO PLANNING COMMISSION AND CITY COUNCIL City of New Hope, 4401 Xyton Avenue North, New Hope, MN 55428 Basic Fee Deposit Case No. `� 1 L; :_3c, b 3 3 5 t� Planning Deadline J i Receipt No. Received by Name of Applicant: '�'t�►c.�- �' . ti o nP," Phone: tn 5,LCD(. Applicant Address 'J0401 o Q Street Location of Property: N . Z_,c, O F PID: Legal Description of Property: r/ OWNER OF RECORD: Name: ij`'i - V -4U _ Address:_.5t)2-4!=) 1tAG- _;T C5 t -%-ft ►ES Home Phone: Work Phone. 515 21L -7%(.kFax: Applicant's nature of Legal or Equitable Interest.- Type nterest: Type of Request: (pertaining to what section of City Code) _ !L—>'i -r 6- PL -p, pi �1 Please outline Description of Request: (use additional pages if necessary) Why Should Request be Granted: T'l 1✓ETS A� R-. GLu� �y£r �a 0— (attach narrative to application form if necessary) G1CommDWPLANNINr, lMISC ITEMSLPlanning application Aoc (01.13) 1 + kJ interiors architecture May 22, 2015 Attn: Jeff Sargent City of New Hope 4401 Xylon Ave. N New Hope, MN 55428 Oear Jeff, Attached is our submission for the North Memorial Clinic. On our site plan you will see the designated delivery area shown next to the trash enclosure on the North side of the building. The majority of the deliveries will happen during clinic after hour timeframe. An occasional delivery will be made by Fed -Ex! UPS companies during business hours. All delivery vehicles are made from a panel size truck (no semi -tractor trailer deliveries will be made). Sincerely, Pat Giordana Vice President 1 Architecture 7001 France Avenue South, Suite 200, Edina, Minnesota 55435 952.893.9020 (Phone) 952,893.9299 (Fax) NOR,-TH E Q R I A L HEALTHCLINIC i32.89LiB]0 fr¢rStarYlE9G wxrrbdhpunr.mn Pmjal fnf nun NORT11 MEMORIAL HEALM c HNI(: INTERSECTION OF 42ND AVE NORTH & XYLON AVE NORTH I 01- 9UILVNG RENDERING iPoi MS NORTH MEMORIAL HEALTH CLINIC 1 3 g SITELOCATIONIWAP _ €U i CONTACT LIST OWNER RETRESENTATNE She¢I Number maa�slN msaTxEslAlEeAa>P EEI+�usYoaPEponrl.�EUEs,AleYxmlA surcfuw PYort aixaAdx�d YM{4YpE15, YNS41D2 YKIMfl sEwrmE CIM .ARC1T€CT 01 LH. rtla�GlA'IEKKNsA9bYTCCttl1: E>raR f<deRRVM�ACMUINGLW i001 rR4RE AWENJE 9elnH SUSE %0 i1b2E 1323.S.WOa EOW�eM 556K P.Rac«,.>tcwux.x - C4 VILENGINEER C5 ed:iTNPW ra�uavatnY owuE EAVL'0<LWi@WESIW0006s.4tlA �95xax,3u2 LD1 PrWFIE. YM SSSAk ftraN ALUIW P.E. PRELIMINARY FLOOR PLAN STRUMRALENGNEER IFXTEFIJGR ELEVATIONS aREalaewEx tYxY�Eaaessaonaa EwLL. wuanrsa;naamcrcu 6115 CnHEyA4EMlE FNEAUAO'+EIgC1e5, EAYiX"'d WIf AYAIrHSf C,s'MIEgS.f ir.11� LM=PEARCHTECT wE5'!'Nit(19 FdlrI. ALLYMgWESrwpgm•cuY Fwd AEWLFAYOPoVE reENPPf]AIE,YH3W NPr1}r4YEn PNgE'Y290P.iln INTERSECTION OF 42ND AVE VORTH & XYLON AVE NORTH I HEREBY CE—THAT THIS PLAN. STECIFIUIIo N. OR UFORTWAS PRErARIT, AY A5F tl0. UNOF0. uY DIRECT SUPEAYISIO\' AND THAT 1—A Y LICE.VSEn ARCHITf T UNOERTHE IAWS G"(E STATT aFMINNEWrA PATRICK CCIORDANA nn.Ya Aar _ 5 8.2015 21609 D�" w 1. k iGifr /iGWi1 nae oa« 'p i.e.xms Puraanlcexaaa�c Ulm TiIG TITLE it I LE 1. CCI DE ]:EVI EW. KEY PIANS ,P(,d, A-DAVISNIIMR Timson Bs MwO Rrui+.wABy P"; L,ers 5.8.2015 T001 V 0 1 SHEETINOEX She¢I Number Sheet Nama TITLE TOOT TITLE SHEET, COPE RENEW, KEV PLAINS CIM 01 SITE PLAN C2 GRAM1G .MA MAGE. S EROSION CONTROL PLAN G3 UTILITY PLAN AN C4 L1T' C5 LANDSCAPE PLAN ARCHITECTURAL PL7 PRELIMINARY FLOOR PLAN PZ -2 IFXTEFIJGR ELEVATIONS INTERSECTION OF 42ND AVE VORTH & XYLON AVE NORTH I HEREBY CE—THAT THIS PLAN. STECIFIUIIo N. OR UFORTWAS PRErARIT, AY A5F tl0. UNOF0. uY DIRECT SUPEAYISIO\' AND THAT 1—A Y LICE.VSEn ARCHITf T UNOERTHE IAWS G"(E STATT aFMINNEWrA PATRICK CCIORDANA nn.Ya Aar _ 5 8.2015 21609 D�" w 1. k iGifr /iGWi1 nae oa« 'p i.e.xms Puraanlcexaaa�c Ulm TiIG TITLE it I LE 1. CCI DE ]:EVI EW. KEY PIANS ,P(,d, A-DAVISNIIMR Timson Bs MwO Rrui+.wABy P"; L,ers 5.8.2015 T001 V 0 1 F -2015 Westwood 5 HY-VEE SITE (UNDER CONSTRUCTION) W V (UNDE 7 General Site Notes 1. BACKGROUND INFORMATION FOR MIS PROJECT PRONGED BT WESTWOOD PROFESSIONAL SERVICES, EDEN PRAIRIE. MINNESOTA. 2. LOCATIONS AND ELEVATIONS CF EXISTING TOPOGRAPHY AND UTIUTES AS SHOWN W THIS PLAN ARE APPROIIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONOITIIXI$ AND UPCATION$ UTY LOPRICE TO E XCA-71 ON /CONSTRUCTION IF ANY DISCREPANCAES ARE FOUND, T E ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERICR FACE OF BUILDING UNLESS OTHERWISE NOTED. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EATS. RAMPS, AND TRUCK DOCKS. B. ALL CURB RADII SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7. ALL CURB AND GUTTER SHALL BE 8612 UNLESS OTHERWSE NOTED. S. THE CONTRACTOR SHALL HE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DENCES SUCH AS BARRICADES, WARNING SIGNS. DIRECTp4AL SIGNS, FL4GGER5 ANO UG496 TO CONTROL THE MOVEMENT QF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DENCES SHALL BE APPROVED BY THE CTTY AND ENGINEER PRIOR TO PLACEMENT TRAFnc CON NOL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS., 9, BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE KITH ME RECaMNEN DATIONS OF THE GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NFOESSARY TO AVOO PROPERTY DAMAGE To ADJACENT PROPERTIES. 11. SIZE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS Site Legend — — — — — — — PROPERTY GENE SETBACK UNE CURB AND CUTTER r I f ) MEDICAL OFFICE CONCRETE PAVEMENT Q I I r 14,740 SF HEAVY DUE,` BITUMRIOUS PAVEMENT 65 STALLS Y�LLd EXISTING BUILDING 4,4111,000 NUMBER OF PARKING STALLS 1 I TRANSFORMER ' I III 9.4 I 0 y. . R N TRAFFIC SIGN 240' O I ° BOLLARD / PCST yy U W ) LOT a O O N M 1 ! 21 C' O I K I I!) lrir. u O 5 1 1 O 26-Y (TVP.➢ � i".'' W j (TSP: QD a 0 Z 1 F � C —p Q I C C"i +. 3iIJ?. AY -VEE SITE I R CONSTRUCTION) iI r OIT 2 II f r ' General Site Notes 1. BACKGROUND INFORMATION FOR MIS PROJECT PRONGED BT WESTWOOD PROFESSIONAL SERVICES, EDEN PRAIRIE. MINNESOTA. 2. LOCATIONS AND ELEVATIONS CF EXISTING TOPOGRAPHY AND UTIUTES AS SHOWN W THIS PLAN ARE APPROIIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONOITIIXI$ AND UPCATION$ UTY LOPRICE TO E XCA-71 ON /CONSTRUCTION IF ANY DISCREPANCAES ARE FOUND, T E ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERICR FACE OF BUILDING UNLESS OTHERWISE NOTED. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EATS. RAMPS, AND TRUCK DOCKS. B. ALL CURB RADII SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7. ALL CURB AND GUTTER SHALL BE 8612 UNLESS OTHERWSE NOTED. S. THE CONTRACTOR SHALL HE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DENCES SUCH AS BARRICADES, WARNING SIGNS. DIRECTp4AL SIGNS, FL4GGER5 ANO UG496 TO CONTROL THE MOVEMENT QF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DENCES SHALL BE APPROVED BY THE CTTY AND ENGINEER PRIOR TO PLACEMENT TRAFnc CON NOL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS., 9, BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE KITH ME RECaMNEN DATIONS OF THE GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NFOESSARY TO AVOO PROPERTY DAMAGE To ADJACENT PROPERTIES. 11. SIZE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS Site Legend — — — — — — — PROPERTY GENE SETBACK UNE CURB AND CUTTER Q Q CONCRETE PAVEMENT Q © CONCRETE SIUEWALK HEAVY DUE,` BITUMRIOUS PAVEMENT Y�LLd EXISTING BUILDING NUMBER OF PARKING STALLS TQ TRANSFORMER ' SITE LIGHTING T TRAFFIC SIGN POWER POLE ° BOLLARD / PCST CWI 48 Hour; belwa digging: &11 or ca11811.com C.— Ground ATY._ Site Key Notes O A RI12 CONCRETE CURB & GUTTER B CONCRETE SIDEWALK C CONCRETE PAVEMENT 0 STANDARD DUTY BITUMINOUS PAVEMENT (WITHN PARKING STALLS) E HEAVY DUTY BITUMINOUS PAVEMENT F MATCH EXISnNG CURB & GUTTER SECTION G TRASH ENCLOSURE—SEE ARIGNCTECTURAL H PARKING LOT STRIPING PROPOSED LIGHT POLE LOCATIONS J HANDICAP ACCESSIBLE SIGNAGE AND STRIPING K PEDESTRIAN CURB RAMP L MONUMENT 9GN—SEE ARCHITECTURAL M PLANTED AREA N 5' TRANSITON FROM 8613 CURB TO FLUSH CURB D FLUSH CURB CONOITION P EXISTING LIGHT POLE LOCATION TO REMAIN 0 DIRECTIONAL SIGN—SEE ARCHITECTURAL R NO PARKING — FIRE LANE SIGNS 5 DELIVERIES — LOADING SPACE T EMPLOYEE ENTRANCE U SWERVE BIKE RACKS V DC LOCATION W ORNAMENTAL FENCE (SEE LANDSCAPING DETAILS) Site Development Summary • ZONING: PUG PROPERTY AREA: 71517 EF (1.69 AC) • EXISnNG SITE • PERVIOUS SURFACE: 64,305 SF (87.4X} • IMPERVIOUS SURFACE: 9,232 SF (12.5%) • PROPOSED SITE • PERVIOUS SURFACE. I6,435 SF (25.1%) • INPERVIWS SURFACE: 55.102 SF (74.9%) • BUILDING GROSS SIZE: 14,740 5F • PARKING SPACE/DTIVE AISLE: 9' WIDE X 19' LONG, 26' AISLE • PARKING RA1C , REQUIREMENT — MMIMUM 1 SPACE'S / 3C0 SF OF RLDG MAXIMUM 1 SPACES / 1GO SF OF BLDG MINIMUM (14,740/3W) 49 SPACES MAXIMUM (`14,7443/100) T47 SPACES TOTAL SPACES REWIRED: 49 TO 147 SPACES PARKING PROVIDED: TOTAL PROPOSED 65 L� caoaxxTSPFII.a.W {�/ New Hope 4s ()5/22/15 Wnep.l�roT' `,�-�P.7.(/� e9/�fl7if-avva+oliEnK A _ O-JrI a# •-r..r- ®6'•• JU a 41714! I I-�NiJBIiY� ' Taol cr,.a a'xas..K5a rzwe } 99 ,.m ss.xs Medical Site Plan w. U•an M I + 55 ..wxod r I °m 1A4. - New Hope, MinaRlPlq 7 415 _ qts HY-VEE SITE (UNDER CONSTRUCTION) ,I f �2G _ SNF 920.50 T 429.50 f 9` MEDICAL OFFICE p 3�8 f HY-VEE SITE (UNDER CONSTRUCTION) ,I I Westwood FIBER RLANKET 4:1 OR STEEPER i -92D- - ------ -92.0 920.. \ ` � x I I 9-bG f �2G 92 50 920.50 SNF 920.50 T 429.50 f 9` I Westwood FIBER RLANKET 4:1 OR STEEPER i -92D- - ------ -92.0 920.. \ ` � x I I 9-bG f �2G 92 50 920.50 ' 1 920.50 T 429.50 f MEDICAL OFFICE p _Q„ m 14,740 SF f 65 STALLS f 4.41/1,000 f 1 sD FFE=921.40 I 919.50 918,50 4 m , 4 , 919.00 Y a Oj ! ! 918 918.70 918.00 ryry 919. SO, I Westwood FIBER RLANKET 4:1 OR STEEPER i -92D- - ------ -92.0 920.. \ ` � x I I 9-bG f �2G 92 50 920.50 ' 1 920.50 T 429.50 f MEDICAL OFFICE p _Q„ m 14,740 SF f 65 STALLS f 4.41/1,000 f 1 sD FFE=921.40 I 919.50 [6, 920. 1.10 19.10 919.FO7T ` 1N ._� �-grg.la � yla.a s1a aD 9T&30 919.00 918.110 _91 B.BO 9 8.30 181 �95 i I I f I yry 11 s 'fie y INLET PRDn:cnon (TVP.) � ' V HY-VET= SITE ti (UNDER CONSTRUCTION) H, _-- - - - x- 958 LOP- r� LO �D >m /�IT.S Flee. HA 4!289 u®d-TI�Ar eros Grading Legend EXIS➢Nfi PRDPNse_o PROPERTY EINE �'gB0-v INDEX CONTWR �9R2- INTERVAL CONTOUR CURB AND WITTIER -T - SILT FENCE --m STORM SEWER FLARED END SECTION (WITH RIPRAP) �I- WATER MAIN SANITARY SEWER atti,p/I ROCK CONSTRUCTION ENTRANCE x9100 SPOT ELEVATION t EDF, Q EMERGENCY O11ERi1_DW OV INLET PROTECTION Erosion Control Notes 1. SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND LOCATIONS WHERE STORM WATER RUNOFF NAY LEAVE THE SITE, PRIOR TO ANY EXCAVATION/CONSTRUCTION ACTIVATES 2. ROM : CONSTRUCTION ENTRANCE WILL BE INSTALLED AT ALL CUMSTR ACTON ENTRANCES 3. SILTATION AND EROSION CONTROL_ THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSBLITY FOR CONTROLLING ALL SILTATION AND EROSION OF TIRE PROJECT AREA THE COMMACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATON INCLUDING BUT NOT LIMITED CATCH BASIN INSERTS, ROCK CONSTRUCTION ENTRAMCCL EROSION CONTROL BLANKET. AND SILT FENCE. CONTROL SHALL COMMENCE WIN GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF WE WORK BY THE OWNER, TINE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REDOIREO TO PREVENT €ROSTH ON AND E DEMS17MO OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD W NEW OR EXISTING PAVFMENI OR IN EXISTING STORM SEWERS OR SWAYS SHALL BE REMOVED AFTER EACH RAIN AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTIONR0.. CONTROL SHI1 WE OWNER, ALL AT THE EXPENSE OF -1 CONTRACTOR. ALL TEMPORARY EALL BE REMOVED BY THE CONTR0.CFOR AFTER WE TURF IS ESTABLISHED. 4. CONTRACTOR SHALL INSTALL TEMPORARY INLET PROTECTION (WMCO OR EQUIVALENT) AROUND ALL CATCH BASH ORAIE INLETS, AFFECTED BY THIS CONSTRUCTION. 5. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COYER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELY GRADED WTHIN SEVEN (7) DAYS, 6. FOR AREAS WITH SLOPE OF 3:1 OR GREATER. RESTORATION LITH SOD OR WOOD FIBER RWNKET IS REQUIRED,. 7. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE COMPLETED DAILY Con 48 H- Eefoee dgq,,q._ 811 or cal1011.co n C -m r -d Allioncd Grading Notes 1. LOCATIONS AND ELEVATIONS OF EXISTING TUPOGRAPHY AND UTILITIES AS SHOW ON TMS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONO'TIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. WE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IE ANY DISCREPANGES ARE FOUND_ 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FCR EXACT LOCATIONS AND DIMENSIONS OT VESTIBULE, BUPED PAVEMENT, EMT PORCHES. RAMPS, TRUCK OCCK$ PCISE BUILDING DIMENSIONS. EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT ZLATOMS AND NUMBER OF DOWNSPOUTS. 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF-STAMOARO SPECIFICATIONS FOR TRENCH EXCAVATION AMC BACKFILL/SURFACE RESTORATION AS PREPARED BY THE CITY ENGINEERS ASSOOA0.RON OF MINNESOTA - 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE TWA INCHES OF TOPSOL AND SOD OR SEED, THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS 15 OBTAINE0. SEE LANDSCAPE PLAN FOR PLAN41NG AND NRF ESTABLISHMENT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRWO;NG AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGN& FLACMEN AMC LIGHTS To CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVIOES SHALL BE APPRCVEO BY THE ENGINEER FRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPRORRIATE MNCOT STANDARDS. 6. ALL ROPES SHALL BE GRAUED TO 3:1 OR RATTER, UNLESS OTHERWSE INDICATED W THS SHEET. 7. CONTRACTOR SHALL UNIFORMLY GRAD£ AREAS WTHIN LIMITS OF GRADING AND PROTIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARC SHOWN OR BETWEEN SUCH POINTS SAND EXISTING HADES. 8_ SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & CUTTER FLOW LINE UNLESS OIHERWSE NOTED- PROPCSEO CONTOURS ARE TO FINISHED SURFACE GRACE. 9. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOD DOWNS. 10, CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATINO ADEN CIES. II. CONTRACTOR SHALL PROVIDED A STRUCTURAL RETAINING WALL DESIGN CERWIED BY A LICENSED PROFESSIONAL ENGINEER. 12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING WE NATIONAL POLLUTANT CISCHARCE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS, 13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL., AT MINIMUM, WLL RE REWIRED W THE SUBGRADE. PROOF ROLLING SHALL BC ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADEO TANDEM -AXLE DUMP TRUCK, OR APPROVED EOUAL. IN EACH OF 2 PERPENDICULAR DIRECTIONS WILE UNDER SUPERVISION AND DIRECTION of WE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RECOMPACTED AS SPECIFIED HEREIN. 14. EMBANKMENT MATERIAL PLACED BENEATH RUILDINCS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WTH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3=1 AND THE RECUIREMENTS OF THE GEOTECHNICAL ENGINEER. 15. EMBANKMENT MATERIAL NOT PLACED 1N THE BUILDING PAD, STREETS ON PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WTH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 21 GS3F2. IF ALL SOILS AND MATERIALS TESTI SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FCR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REWIRED SOILS TESTS AND INSPECTIONS WTH THE GEOTECHNICAL ENGINEER. o99dzx7mTaI.4.I New Hobe DA a 05/22/15 � C2 OR 6 Medical Grading DrairLage do ,°91 Frer�.A,an..s. S,,,I67A,.:,1... Mm✓aawa.,I Erasion Control Plan _J ��. Neav 1-la�p�e, Milen4sote 920.50 �2G 920.00 ' 970 918.1:0 2 gg -919.5G 919.50 918,50 4 m 919.00 Y a Oj ! ! 918 918.70 918.00 ryry 919. SO, (1, 9LT FENCE (TYP.)� 919.0791&SIC 918. 0 919.00 919NOD -9j8 1 I 918.20 L ! r 91].60 - 918.00 L T 91850- O 917. O L---=] a a I I s 'fie y INLET PRDn:cnon (TVP.) � ' V HY-VET= SITE ti (UNDER CONSTRUCTION) H, _-- - - - x- 958 LOP- r� LO �D >m /�IT.S Flee. HA 4!289 u®d-TI�Ar eros Grading Legend EXIS➢Nfi PRDPNse_o PROPERTY EINE �'gB0-v INDEX CONTWR �9R2- INTERVAL CONTOUR CURB AND WITTIER -T - SILT FENCE --m STORM SEWER FLARED END SECTION (WITH RIPRAP) �I- WATER MAIN SANITARY SEWER atti,p/I ROCK CONSTRUCTION ENTRANCE x9100 SPOT ELEVATION t EDF, Q EMERGENCY O11ERi1_DW OV INLET PROTECTION Erosion Control Notes 1. SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND LOCATIONS WHERE STORM WATER RUNOFF NAY LEAVE THE SITE, PRIOR TO ANY EXCAVATION/CONSTRUCTION ACTIVATES 2. ROM : CONSTRUCTION ENTRANCE WILL BE INSTALLED AT ALL CUMSTR ACTON ENTRANCES 3. SILTATION AND EROSION CONTROL_ THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSBLITY FOR CONTROLLING ALL SILTATION AND EROSION OF TIRE PROJECT AREA THE COMMACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATON INCLUDING BUT NOT LIMITED CATCH BASIN INSERTS, ROCK CONSTRUCTION ENTRAMCCL EROSION CONTROL BLANKET. AND SILT FENCE. CONTROL SHALL COMMENCE WIN GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF WE WORK BY THE OWNER, TINE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REDOIREO TO PREVENT €ROSTH ON AND E DEMS17MO OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD W NEW OR EXISTING PAVFMENI OR IN EXISTING STORM SEWERS OR SWAYS SHALL BE REMOVED AFTER EACH RAIN AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTIONR0.. CONTROL SHI1 WE OWNER, ALL AT THE EXPENSE OF -1 CONTRACTOR. ALL TEMPORARY EALL BE REMOVED BY THE CONTR0.CFOR AFTER WE TURF IS ESTABLISHED. 4. CONTRACTOR SHALL INSTALL TEMPORARY INLET PROTECTION (WMCO OR EQUIVALENT) AROUND ALL CATCH BASH ORAIE INLETS, AFFECTED BY THIS CONSTRUCTION. 5. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COYER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELY GRADED WTHIN SEVEN (7) DAYS, 6. FOR AREAS WITH SLOPE OF 3:1 OR GREATER. RESTORATION LITH SOD OR WOOD FIBER RWNKET IS REQUIRED,. 7. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE COMPLETED DAILY Con 48 H- Eefoee dgq,,q._ 811 or cal1011.co n C -m r -d Allioncd Grading Notes 1. LOCATIONS AND ELEVATIONS OF EXISTING TUPOGRAPHY AND UTILITIES AS SHOW ON TMS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONO'TIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. WE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IE ANY DISCREPANGES ARE FOUND_ 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FCR EXACT LOCATIONS AND DIMENSIONS OT VESTIBULE, BUPED PAVEMENT, EMT PORCHES. RAMPS, TRUCK OCCK$ PCISE BUILDING DIMENSIONS. EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT ZLATOMS AND NUMBER OF DOWNSPOUTS. 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF-STAMOARO SPECIFICATIONS FOR TRENCH EXCAVATION AMC BACKFILL/SURFACE RESTORATION AS PREPARED BY THE CITY ENGINEERS ASSOOA0.RON OF MINNESOTA - 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE TWA INCHES OF TOPSOL AND SOD OR SEED, THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS 15 OBTAINE0. SEE LANDSCAPE PLAN FOR PLAN41NG AND NRF ESTABLISHMENT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRWO;NG AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGN& FLACMEN AMC LIGHTS To CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVIOES SHALL BE APPRCVEO BY THE ENGINEER FRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPRORRIATE MNCOT STANDARDS. 6. ALL ROPES SHALL BE GRAUED TO 3:1 OR RATTER, UNLESS OTHERWSE INDICATED W THS SHEET. 7. CONTRACTOR SHALL UNIFORMLY GRAD£ AREAS WTHIN LIMITS OF GRADING AND PROTIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARC SHOWN OR BETWEEN SUCH POINTS SAND EXISTING HADES. 8_ SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & CUTTER FLOW LINE UNLESS OIHERWSE NOTED- PROPCSEO CONTOURS ARE TO FINISHED SURFACE GRACE. 9. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOD DOWNS. 10, CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATINO ADEN CIES. II. CONTRACTOR SHALL PROVIDED A STRUCTURAL RETAINING WALL DESIGN CERWIED BY A LICENSED PROFESSIONAL ENGINEER. 12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING WE NATIONAL POLLUTANT CISCHARCE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS, 13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL., AT MINIMUM, WLL RE REWIRED W THE SUBGRADE. PROOF ROLLING SHALL BC ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADEO TANDEM -AXLE DUMP TRUCK, OR APPROVED EOUAL. IN EACH OF 2 PERPENDICULAR DIRECTIONS WILE UNDER SUPERVISION AND DIRECTION of WE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RECOMPACTED AS SPECIFIED HEREIN. 14. EMBANKMENT MATERIAL PLACED BENEATH RUILDINCS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WTH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3=1 AND THE RECUIREMENTS OF THE GEOTECHNICAL ENGINEER. 15. EMBANKMENT MATERIAL NOT PLACED 1N THE BUILDING PAD, STREETS ON PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WTH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 21 GS3F2. IF ALL SOILS AND MATERIALS TESTI SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FCR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REWIRED SOILS TESTS AND INSPECTIONS WTH THE GEOTECHNICAL ENGINEER. o99dzx7mTaI.4.I New Hobe DA a 05/22/15 � C2 OR 6 Medical Grading DrairLage do ,°91 Frer�.A,an..s. S,,,I67A,.:,1... Mm✓aawa.,I Erasion Control Plan _J ��. Neav 1-la�p�e, Milen4sote F 12015 Westwood PWnlBXNRnoI Service, Inc. L " EX. SANMH RE=919.60 E=906.70 HY-VEE SITE (UNDER CONSTRUCTION) 9 EX. B" COMBINE SERYGCE `I. EX. 6" PVC SANITARY SERVICE IE=909.20 AEMOVE EXISTING k COOSTRUCT NEW TMH RE=9 8.50 IE(12')=9 COD IE( 6')=9 ZOO CONNECT TO EX 15' STORM 5 !VER IE -911.80 (FIELD VERIFY) ti '\ LX. SAN MH RE=917, 40 IE. E,=904.20 IE.W.=904,08 Apm' OS%27iL$ vee w 4125E MEN! WATER SERVICE 'NTH MECHANIC MED 1 6 SYSTEM. 0,500 __UNQ RRFzROI TO MEET WATE REQUIREMENTS. OT 6 L3 S �® 1.005 h Fo REMOVE EXISTING STORM SEWER CB P E REM VE AIS IN CON TRU CT N RE= 16. C IE=914.0 EX. Ca RE -915.70 EA, CB RE=915.70 HY-VEE SITE (UNDER CONSTRUCT LCAT 2 i 4.4111,000 N FM � I'.Westwood'" �bIwMlAry Ac LX. SAN MH RE=917, 40 IE. E,=904.20 IE.W.=904,08 Apm' OS%27iL$ vee w 4125E MEN! WATER SERVICE 'NTH MECHANIC MED 1 6 SYSTEM. 0,500 __UNQ RRFzROI TO MEET WATE REQUIREMENTS. OT 6 L3 S �® 1.005 h Fo REMOVE EXISTING STORM SEWER CB P E REM VE AIS IN CON TRU CT N RE= 16. C IE=914.0 EX. Ca RE -915.70 EA, CB RE=915.70 HY-VEE SITE (UNDER CONSTRUCT LCAT 2 i 4.4111,000 N FM � I 1 I • D QUER & "------ 11 I I LOCATIONS CURB AND GUTTER AL PLANS SANITARY SEWER FORCE ICAL OFFICE MAIN 4,740 SF -IIS' ! 5 STALLS HYDRANT f GAS ^a- I RR CF DYERiIEAD ELECTRIC I I 1 1 STONRA0 -'W'- OVERHEAD TELEPHONE R QUALITY - TELEPHONE FIBER OPTIC I CABLE M- MSION HHM- ONArN TLE DATE VALVE 1 FLARED END SECTION II CB 2 _ LIGHT POLE RE -918.00 � I IE=914.50 d CLEANOUT • _ �5 LF 12 SA Removal Legend 8 1.405 P'RCPERTY LINE 1 1) R � 1 I I SANITARY SEWER WATER MAIN � NYDRAN7 STORM. SEWER 1X1 R i� W W R O � I ! I o OVERHEAD ELECTRIC -4'W'N'N+I•FA'A'A'Y' UNDERGROUND TELEPHONE OVERHEAD TELEPHONE I TELEPHONE FIBER OF TC f CABLE TELEVISION � RETAINING WALL FENCE C �J CONCHEM III ' DUILDINO I TREE N LIGHT POLE )E TRAFFIC SKIN I II - SOIL BORING LOCATION ION) TREE LINE I II. Neil I I I I t` I' �n ♦ fI II , I Utility Legend - -- - - -- - PROPERTY LINE - - -- LOT LINE "------ EASEMENT LINE CURB AND GUTTER SANITARY SEWER SANITARY SEWER FORCE MAIN STORM SEWER -IIS' WATER MAIN HYDRANT PN- GAS ^a- UNDERDRL7VN0 ELECTRIC DYERiIEAD ELECTRIC UNOEROROUNI TELEPHONE -'W'- OVERHEAD TELEPHONE -AW'- TELEPHONE FIBER OPTIC -ATH--� CABLE M- MSION HHM- ONArN TLE DATE VALVE FLARED END SECTION (WITH RIPRAP) LIGHT POLE VERTICAL UTTHTY SEPARATION • CLEANOUT • CURB STOP Removal Legend E�IYY11Na R P'RCPERTY LINE --- SAW CUT PAVEMENT CURB & GUTTER '"'•'N'W'N�F44 SANITARY SEWER WATER MAIN NYDRAN7 STORM. SEWER "•rhM4+e4-1�+'r GAS UNDERGROUND ELECTRIC 'Fh'Y'r1'FF'D-NY`t OVERHEAD ELECTRIC -4'W'N'N+I•FA'A'A'Y' UNDERGROUND TELEPHONE OVERHEAD TELEPHONE TELEPHONE FIBER OF TC ....4'F . CABLE TELEVISION RETAINING WALL FENCE C �J CONCHEM BITUMINOUS DUILDINO X+' TREE 21° LIGHT POLE )E TRAFFIC SKIN CONSTRUCTION BARRICADE - SOIL BORING LOCATION TREE LINE ' Y52bW3��Fw e52-0939x9W 1un%ND.n CPII 68 .- before drggiog, 811 or ea11811.cam C- Ground AJII General Utility Notes I. NE OUMTUCTOR IS SPEOFICALLY CAUTIONED THAT INE LOCATION ANO/CR ELEVATOR LIF "SONG UTRITES AS SFID%fN ON MESE PLAN5 ARE SAW ON REGIRDS BE ME "U"U" UTILITY COMPAIRES AND UNITED NEASMIDWENTS TAKEN IN ME FIELD. ME INFORMATION SHALL NOT BE REHED ON A5 BENRI ExACT OR CONPLEM ME cuWB AcTOI SHALL VERFY EwSTNC DGNDITON$ PRIER TO GCNSTRUCTON AND NOR, ME OWNEN OR ENGI,UR OF R,CREp.Cj . 2. ALL SANITARY BEWEN, STORM WAER ANO WATER MAIN INSTALLATIONS SHALL BE PER MINNESDTA PLUMBING CODE ANO N ADOORGANDE WITH NNE CURRENT EDITOR OF'STAINOMO SPECIFICATIONS FOR WATER MAN AND SENIACE LIVE INSTAUATICN ANOSANITARY SEVER AND STORM SEWS INSTALIALTDN' AS PREPANED BY THE CITY ONOWEERS ASSOOATON OF MINNESOTA. 3. PRIOR TO CONSMUCTON ME CONTRAc10N SHALL OOTAIN ME NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PRCPMED WORK OR VERIFY WM THE OAIRFR TA EMPNEER THAT PERMRS NAVE BEEN ONTANEI PERMIT FEES SHALL RIF THE RESPONSIBILITY OF THE IDYNRACIOR UNLESS OMM#SE ARRANGED WN ME OWNER. 1 CONTRACTOR SMALL REFER TO ARlN1TEOTURAL PLANS FOR ENACT LOCATION AND OIMENSIdlS OF OOCRWAYN, RAMFs, TRUCK DOCKS, EFFUSE BULLDNG DIMENSIONS AND ExnCT SURONG URUTY [WN€CTON LOCAT AN S. ALL PRIVATE UTHTES SHALL BE CONSTRUCTED N ACCORDANCE YAM ME SPEONCATIONS OF THE APPROPRIATE UTTITY GWPANY ME CONTNACTIM SNALL COORDNAT€ ME SERNCF UAE CONSTHUCDW WN ME OTUTY COMPANIES. 6. COMMACTOR SHALL OBTAIN ALL NECESSARY GTY PERMITS FOR UTILITY CONNECTIONS. AMO UTUTES SHALL BE INSPECTED AND APPROVED BY THE CITY. TMECITY SHALL BE HORNED ABI PRIOR TD COIWENDMNO WM ME UTUTY CCxSTRUGDW Ox ANY REWIRED TESTING GONNACTOR SHALL NOT OPERATE. INTERFER€ W H' CONNECT TINT RPE OR NOSE 70. OR TAP ANY WATER MAN BaMONG TO ME PTY UNLESS DULY AUTHORIZED TO 00 SO BY ME DIY. ANY ADVERSE CONSEDLENCES aF SON DOLED OR INSCHEDULEO DISRUFTDNS OF SERWCE TO ME PUNIC ARE TO RE TNF RESPON9BIIM OF ME CONTRACTOR. 1- WAER MAIN LENGTHS AS SHOWN ARE AP =II HORIZONTAL LENCMLL s. AGW FOR ADOIRONAI. PIPE WH€H NSTALUNG ON ROPES OR NREM pFFLECTONS ARE RFOUIRED. INE YXNY I)ERECTIDNs ""M NOT ExCEEO THE -0" RECOMMENDED RY ME RPE MANUFACMRER OR BY LOCAL COVEFNNO SPECIICATIONS. PTTNGS REWIRED M CONSTRUCT WATER MAN SNAIL BE INCLUDED IN WATER MAIN CoNSTRUCTON. B. PRDWDE WATER MAIN THRUST RESTR,MNTS PER 01 STANDARD REWIREAENTS. R. A MNWIIM VERTICAL SEFARATON OF IR LACHES IS REWIRED AT ALL WATER MAN CROSSINGS WIN SANITARY SEWER PR STORM SEWER. 10. UTILITY S€R"'US TYPICALLY TERMINATE 5OUTSIDE BLRLLNRI WAIT LRI DME: WISE SHOWN OR xDUD. 11, ALL MAIERMES SHALL COMPLY WTI ME REIZLTREMENTS OF THE CII T2. ALL WATER LINES SHALL at PVC -900 WN M ER WRE NTN a.5' MINIMUM COYER- PRUNDE MINIMUM SEPARAIM OF IB MRTCALLY FROM SANTARY SEWER III STORM REWtH 1I WATER MAIN IF LESS MAN US' OF GOAER III TRACER WIRE BOX (SNAKE PIT MI TRACER PDX CDHCREM/MIVEWAY Box BY COPPERHEXO NMSMIE% OR ECUAL) AT ALL HYDRANT LOCATONS- fJ.1MSULAIHON SULL BE QoW sTYABFDAM NI BRAND 35 OR EQUIVALENT, WITH 4 INCHES CF THICKNESS. 14. SANITARY SEWER WIFE OUTSIDE ME BUILONC CNV£LOPE SHALL BE POLYVINYL CHLORIDE (PVC) SOP 3p OR 25 AID SMALL MEET REOUIREMENTS OF AST 050, 26 I5 REWIRED FM DEEMS CREATER MAN 15 FEET SANITARY SEWER EWE WHIN 5 FEET OF BuAINHc AND IMIDER FOOTINGS, APE SHALL ED FD SCHEDULC 40 AND SHALL WEEN REWIRENENTS OF ASTM D1785. I5. STORM SEWS PHE SHALL BE RENFDRCED CONCRETE RPE (CLASS 5 FOR RPE O AWFUR5 AND SMALLER. CLASS 3 FOR PIPE MANETE 5 21' AND LARGER UNLESS OTHERWISE NOTA) WN R-4 OASHETS. OR HUPE STORM SE' EN i,PE R ALLOWED BY ME Cltt. HOPE STORM PIPE 4 INCH TO YO NCH N SIZE MUST LY M AASHTO M252 AND PIPES COMP2 INCH i NORNO OR IN 5OZ MUST COMPLY M 4STM F2308, PIPE """BE --OHT ACCORDNG TO ASTM D3212 REWIREMENIS. SEE PLAN POR LOCATIONS WNERE RCP 15 REQURED. PVC STORM SEWER RPE SHALL BE SCHEDULE 40 APE, PAC S12NEOULE. b RPE SHILL MEET HEQLXREMENTg OF ASTM 131785, "RED END SECBON5 SHALL BE RCP WITH TUBI GUARDS & RIP -RAP. 16 POST NOICATORL NALNE$ 5NALL BE OWN F-3750 (OR EQUIVALENT) MEETING AWwA STANDARD C509 AND OTY STANDARDS VALVE TO BE NECIT-CAL JOINT RESILIENT HEDGE GATE VALVE, POST TO BE ADJJSTADLE FDR 8 FEET wA TFR MAIN -N. MIL ELECTRICAL ALARM SWITCH SHAH BE PART NO. PCVS2 (TXT EQUIVALENT). t - AFTER CONSTNCTON IS COMPLEEO, ME COf4TRAGTCR SHAD. PROVO NE OWNER WM AN AS -BULL AEGORO CE UTIU TY CPSRNCDON. ME A5 -BUILT SHALL WAIS LOCATION AIA LENGTH DEMATION5 OR GRANGES TD THE PLAN, POST WIISTRUCTO1 ELENATPI S ARE REQUIRED ON ALL UOUNES & EMERGENCY OVERFLOWS, CGNTNACTUR M AIFY ERWITH OWNER OR ENGINEER WNFNER A PLAN WM POST-COYSNUCOBN ELEVATIONS IB REQUIRED. 18, INSTALL SINOLE MHN -T2 GA TRACER WE WITH WATER PIPING (TAPE TO PIPE), Ex TEND MALAR WE TO 5' ABOVE GROUND SURFArDE AT FIRE HYDRANTS AND NNALL BE CONNECTm TO A 6.0' X N4" 01A DROUND ROD AT MAN AND AT DEAD ENO,, EXTEND TRACER WIRE INTO BUILDINGS AT WNNECTMS. 19. REFER TO DEMOLITION PLAN FOR ALL RFNI AND ABANDONED MISTING UTILITY ONES AND STRUCNRES. H -VE ADDITIONAL UTWRES AS NEEDED FOR NEW uTLTY cONsnURM- Removal Notes 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWY ON NIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VF,RIFY CIE CONDITIONS AND UTLITY LOCATIONS PRIOR TO EXCANATON/CONSTRUG11oN. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. CONTRACTOR SHALL COORDINATE ULOTS OF REMOVALS WITH PROPOSED IMPROVEN CONDITION OF AND FIELD VERIFY CONOF EXISTING APPURTENANCES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTNO CMP REPLApNC USCE i1-LLANEDUS ITEMS (SUCH AS FENS. SIGNS, IRRIGATION HEADS. ETC,) THAT MAY BE DAMAGED BY CONSTRUCTION. 3 CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REWIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SIZE DEVELOPMENT ALL PERMITS. APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 6IXIr,X27MT.EDI.d,.9 New Hope DMN 05'm"5 C3 a 6 Medical Utility Plan NT- H.W, MmOAAOIa F I TV CROCK C NSTRNCT10N ENTR,MM 1 R' rwiW, -E svw[w].oc weuewe PRivIxO WIE COnR9f AVENEMT ser elniuuPus *aE.x m.r NAxw xc ( 1 (Wmrx vAx�Es) - s• xN50T rrvE �uwersmc wse- wuBSE ICffM191EBPr �CATR 9a4A54 4 196E _ � — R E L-1 PmurNc �axE APPROLFD ARgi1AE rT M61H Vw0K5) Nnrr. I t E P ^u�pi SfCriw I Mix N SPf W S1w4Ci'9N. HW OIM b1O EPMBx 1 i z x+rm mw suu 1 ] uro�rssrc anuas.�s��"es „fro A�;ux`p'srra *nnc cwce�ere w neem,m ®ruxlxaus lawn oaaa Mx wu nor of Aue:Am 6p WPAW:SAINI SECllpl Sx Nff IT e€ IY.KP xry MMHni Nal. K CtNNVF➢A!w0m[IHST.ul.nan et [D NA4PH4S 5EE Nnidnr sPMOnxN SwEOxGTAx 25flx CR055 WAIiC STRIPING AWAVE�{]RANW3E LULUIVAMb—MOMP. mTB.10• INC r II— su�or� .AUBc exsr vTY oP Nen nape, Iml E l��rl��1�11I�f}l —IT 11 mKmriF nggw� � lert/¢ul� c w> �w � n� sir rd¢ i 1x Ixx. TEA I CONCRETE WASIWT AREA sEE _ s xnHs �P� a r,«uwxri�s.N��s � wrn°Pu r�f6ira�-�8m � xw m nPc E Ir�sr.u�wn`rn°SorrA€ � xAlmaw sv. cw rAn A:a aalr. �Nrex u�x�° 1 ,ir , xwB o'c.� c6ai 'ml�na:r n '^ N,ly xccEs9ele urw�nc .IxEwnIE `awP`�°PF.oxP. nNdB«c c F�xn NAxoIG.P aennG.Fi.WT rw lrws� iNP e!n 9611 rcx o' Cr0.uµRp EEn.'EI x< — c[ESSruilE c � s5µ4 ALL L0vE5 cu•8 m Bc 5 vxBE uxox.PE uaA T ��y=J PN acx sae NsrwAn ix sruE Pxn s rE smwwa BE s.xEt r xM' x P.NowcsWOio. '1 Nv,A..� azp rx �e� .rma 5E !r M 2 EML NAM eu� NMWCwP sr.NLs EAa axE Neoame PARKBIC SnBOL ' SIQJ POST 1NSTALLAl10N* HANDICAP ACCESSIBLE SIGNAGE w.a ewsle 511 a>C AND STRIPING 5F19 -C aeel.}TAIBLE PILL ANTERIAL.: 9M0.MIEg18F]9R eNAe6m5 SY6Taa x, ......,.... g I Westmood� dWM wrbuNlxlRr,Wsrresxuc D•t 116%Y:/IS „---� 40J7 sle. c. SrMN1E[k SC -140 95Ld �L awwlB,nnS 1� aR xIaA1 NAPE xw iAux• ctENr \. ENEd RCCR \ sroRNrcw sc-Txd. sieRulecu sc-n+P \\ 1 ryr rmE Bxnx qc,..€L SC -710 STORNWATER CHAMBER SYSTT4 ioml r,.�.. axx.a s.-sw9. zad. Earn. 11wn9un ss,ss 95:A9 �P'o 55]+1919250 WB�m Coll 4 H- W— J.L"..N: 811 or ca1t811.cam C— G ..Id A,11 -- z Nnror FrcE sPaE.]1dc wEilaxc R E TAC% Cdal 2^M NPP! TVE SPxu6JX14 BAEE 8 11n005 mfc ]I]a aAss A YdOs [RNSxFO A FECAIE BiSE APPAOxE13 E4Ba++IBE u S n 5 dx1- Mw xBu. �iA�Aaw,Ex550t�1inpn[[gCdEsmB.crow" ¢,o f0�.f,lExli E �wtxlCXxEssEs, m SBECxIED. MK 70 BE sWSOFA® wnixw BeaixA oouPAcnw /00 YE& 2u) BPNxwms r.wt tGr x.0 � '' uzxa-cF's�5 ruaxr>rs xvn aro Acuxsr .sxmxc ca�i� � idxs. + Iro x�Bu«nus wr x mulls: �. Mu xoi Bc x.u,+m. W--T New Hope Medical New — M—ft IHk 05/22/15 sNxs C4 oP.'6 Details 1.� SiLTIPX A-A� _^m+l CM OF Nen HOLE, N11 I sna iAux• ctENr \. ENEd RCCR \ sroRNrcw sc-Txd. sieRulecu sc-n+P \\ 1 ryr rmE Bxnx qc,..€L SC -710 STORNWATER CHAMBER SYSTT4 ioml r,.�.. axx.a s.-sw9. zad. Earn. 11wn9un ss,ss 95:A9 �P'o 55]+1919250 WB�m Coll 4 H- W— J.L"..N: 811 or ca1t811.cam C— G ..Id A,11 -- z Nnror FrcE sPaE.]1dc wEilaxc R E TAC% Cdal 2^M NPP! TVE SPxu6JX14 BAEE 8 11n005 mfc ]I]a aAss A YdOs [RNSxFO A FECAIE BiSE APPAOxE13 E4Ba++IBE u S n 5 dx1- Mw xBu. �iA�Aaw,Ex550t�1inpn[[gCdEsmB.crow" ¢,o f0�.f,lExli E �wtxlCXxEssEs, m SBECxIED. MK 70 BE sWSOFA® wnixw BeaixA oouPAcnw /00 YE& 2u) BPNxwms r.wt tGr x.0 � '' uzxa-cF's�5 ruaxr>rs xvn aro Acuxsr .sxmxc ca�i� � idxs. + Iro x�Bu«nus wr x mulls: �. Mu xoi Bc x.u,+m. W--T New Hope Medical New — M—ft IHk 05/22/15 sNxs C4 oP.'6 Details Lpwar�4 w r atlF�iEUL�t �, 1=717-T--l- -RAI TBM Rann M,am. s. suile?Po.. €aNa. MPnpawA ssodB R�a33� wl:�s��'�zPQ COP y8 Hours before Ilyylnp, 811 m ca11811.CCm C-,- Ground All Groundcover Schedule W.oe Hyll Wall TPIA.rN SPd Nrl Seed Mix MT DOTM. 2Y131, C. -mm 11 TWF MVId1 Oak®row Ymd Mul[N Pi MDkh oder Enevgree�. —mP 4S SSECELLD. L� Aa S NG 10'%a ELAHAT L4:R¢ m T - PSRmBfm pR mPF.cPm TyR Turf Profile Detail NITS New Hope Medical New Hnpe, MiLVLLspn — 05/22!15 Sb.s C5 nP B Landscaping Plan T wSOIRECIFD PRUNE 0111 5 RAN— SVM 4TY Ip COMMON NAME �` R.A.MC [(NTq LLQa Eq ST k NG S W RfD, ELI C1'rtAA ROupf DA E DET Ll— w-. DNF. jp si. c IT ALL DET. SPA .9.1 aPle AaeT saccharum aPs 3"[At - aV.m 4SLbWN m V AGE. gIOLE : ANO c.— -� Es. IDP sTRtES Q 1 ° 1 r t hrrs ADUNo t ax.) OR TO5 861YaN N) nc.IW s E s (ilMxj / ! UNDERSTORT TREE ix( >PSYs NG STA NEp y.N DR STA- { BElpw GapJ Q. SLAg4Fc a05[S. HT SE 3 5 EYED worn OR p iSffL DE."T,OR pSAN fl 1 R TEATW LE 3 pDDATE o.,E P 5 1 A . { mpg qq D TS OE — ®a1L AND i -CNR{ FSEC YOnOsiS M}H s' LpFIC {� FREE TO OSIS WM 18`GLtiF¢ M ROP 1E E uNi MEETAMEITE.4 sInw¢eEOFOR SD MERu �. O 11ENE OR PGL ttE E, AD NEL, F.S" P4LVETHH—E, 1. HIL., IJ` I SHAU93 siR yITIF S A FREE ARM j V LACENOE H 4EETH 0V£R P1AN,PTs - Gam CLINE WP D ITT T e,S' OI - L 0a NOT PILE S IURK FORM ]' 6FEP NATER NG EAyx N S REGVEREP. HLALE NULCH..— 5 a Ep tJEp. { O BAM1LL PLANT PIT REN DIFF PLANT PISS - DO N LE ST—N, 'NAl C. 3Y ASNF-AWARY PMR ANNR NUIOMPRACTICEAHDTDCORRkUT RBP HINGOF DA I'LL 111.Fes"-gEhI. sCMPv SEES AND BOTFCM UE LADLE A' SEELANP NA -1 —N RF pt Rnx SD EGRIfp @ACKFIL RWISANObiNERIMPU M2FIWEENE4 ANG ].0. EkISi1NGANDPgppcsFy TEEEB. AMpSCAN STANDARD suq_ StNz6T sl DIS AND gQTTON a TaVnSon Yew I STOFx — g_- E N BEti LEE 1 NEFERL To AUERIC4N STlNPARO FOR Ta, 1H E RO ENDMENTS SHALL EEOFTERMNED UPON SITf SaI mNOSfpNS PRIQflib OLAHFING. MAI NIA'" Juniper A BC pLANi£L AY OR NEAR SISfG GRpLWPLENE. WRSEpT SaWx FOR yINIUYy BAu pf ERR PCOT MRC TSI BE PL+XSEQ UNQSCAPE CONTRACTOpswLL PERFORM 0.5OR lEGT PHOETDINSIA{fAI�ONANDTAxRYUNW—I'l AK—ILI RTHENEEDRFARIM—ENDMENTS. PERENNIALS& GRASSES Il f+E. RxE SEEP ORW MHIryE. 15- SPREAD TOPROILADAMINIM1R^MDEPTHOPS- TgPSenLpUCEMEN}gy,LLTn¢PEACE pqY LAupTOP50 LTO PHE MN(gJT StaNp4pp5Pf<1FIC P E UAOtL50^ 311115f4RMP L 5 BORWWIANDY X GTO 5¢R ROMSTE4%EOFxATTS PO[ URGfRiY CNEIACx, LAI SRm14n1 0 L4 COHAACT[p SC6 SE} PCOT Bµt ON UNIn51URHEO 1 1 CW a. W Em ugiGUNG RALES NATVSFµ OMLINp1A<E WFH iRaGNEO Si RM EEAIP+CTEO Sdt —T 5n]H SHEp v NG PUMx LLwNGRApSAREu nt101]"DE IDPf¢L F¢q TREE, SHgU 16 AxCPEq€NMA35 WADI dJE- 9.ff 1 Evergreen Tree Planting Detail Deciduous 'Gree Planting Detail � NTs 55. FAR, PLP RPFOVIpE 5gp,5EEDxs REgY1RE➢FggqryY E]gpVAT ET3JIEVp Ep AREABAIVAG£NT ml hT5 Lpwar�4 w r atlF�iEUL�t �, 1=717-T--l- -RAI TBM Rann M,am. s. suile?Po.. €aNa. MPnpawA ssodB R�a33� wl:�s��'�zPQ COP y8 Hours before Ilyylnp, 811 m ca11811.CCm C-,- Ground All Groundcover Schedule W.oe Hyll Wall TPIA.rN SPd Nrl Seed Mix MT DOTM. 2Y131, C. -mm 11 TWF MVId1 Oak®row Ymd Mul[N Pi MDkh oder Enevgree�. —mP 4S SSECELLD. L� Aa S NG 10'%a ELAHAT L4:R¢ m T - PSRmBfm pR mPF.cPm TyR Turf Profile Detail NITS New Hope Medical New Hnpe, MiLVLLspn — 05/22!15 Sb.s C5 nP B Landscaping Plan CANOPY TREE „._Vt:t: b1lE SVM 4TY Ip COMMON NAME BDTANILAL NAME SIZE METHOD HEIGryT WIpTH sPA4N6 1 SPA .9.1 aPle AaeT saccharum aPs 3"[At - aV.m 4SLbWN a L SITE TIA"lbIYIH GI<NHria tria[anlhm cat RS Cel qep 'SpyNe' 4R'wr sm-ss as EHowW r t hrrs AD Swamp WERE qah OLE'. biemly p SF'y, Os'-sR' W-38 ssuOMw UNDERSTORT TREE PiIE GEu�RAI AS ALT-0-LIberry Amgiaah1e44sHs EP.zS' 1R AS SNOWN E WhlLsDrill Waplre Be4da papubfdl.v'WM1Aespke' uIP[as ]P.15.. 455H6Wx EVERGREEN TREE' OPENING. MEETAMEITE.4 sInw¢eEOFOR SD MERu g PgIORTOP YN pY FST LAl;MEp s dark Hills Spruce M.- plaMca dmsaFa P91 3S'is' R PAILz3 qa' AssN—I SHAU93 1RADE CULINnTEpcRpgg gbp WETM 8{Rd-IG IEq TSy8TENTFFEH eT FS UNNEpagg4RE—TELONTS4WNq FOR pflBpMEPaM HOVI6B.OA1.Glxs_mNia,LCZGR SMgLL WMACTEIF 1-11SMpN 111 GgCLAE DOM STRTf OXEfi 6.- —111F 1-11— CTfES ll. 4EPARAIt DAMAGEiO PpOPEETY FROM x,gNRNG OpEFAPIDNSdT N0005T TOOW'RRR CTOTRAFOOT WHENTHE [aLIAgfR00 WR. wHEN TXE&6t1EDl bugUP TREE WPISMpq iuE gS1TCDLWiI,®pi FU gswµ THEE EVEN 4RSILGHPLYALDVEHNISHEDGINDE- SeENceberry Amelanchier aMlldM'IFeeenl' e,S' 31 D pPfNTOP Lm ONBBEAATER-REMOVENTONPmTEQPIANTE,%UPNipgREA1—ETPEAT a s,�, pBH Swart bush Hmeysuckle ggrrVla lmnicera O eL5 rN-LmWSumac RNusemrnaaira'OmMVwEDA E,y 3Y ASNF-AWARY PMR ANNR NUIOMPRACTICEAHDTDCORRkUT RBP HINGOF EFA Green JE..per Jlmipervx chlnenLi'&NE GreeN RWISANObiNERIMPU M2FIWEENE4 ANG ].0. EkISi1NGANDPgppcsFy TEEEB. ED FGRS DEEFC.AR£AE. SNALI bE MTRDCFN I P4 -PEO,,,, mC Al Sw,IgLE POTASH Itli6. DN T. TaVnSon Yew Taxus meal! Taunlrn' FJ. MPLT FEq TIUZEq 4T APPLIOgtIwR RATE DF uanep06FTOTro�,f pq Nip COnTRRLT OIyPLEfFCO FWGEtl µ ME NG Bf YR PaCNEG Ta, 1H E RO ENDMENTS SHALL EEOFTERMNED UPON SITf SaI mNOSfpNS PRIQflib OLAHFING. MAI NIA'" Juniper IUMPRrNa ehlne+uis'Manry3' a UNQSCAPE CONTRACTOpswLL PERFORM 0.5OR lEGT PHOETDINSIA{fAI�ONANDTAxRYUNW—I'l AK—ILI RTHENEEDRFARIM—ENDMENTS. PERENNIALS& GRASSES A.I ALL—IT AREAS PO bE WED TO Al DE- ANDER91NE PRRPERSOILCONTACT MR STEN PREPAAEp SbII IMMEdATELY pRNR TO UYINO SOD L 1W AUSEDIA Ky uPTUNgfLFVER.T TD LDCAi ONOFPUTIMRTER ALssURECTTOR€LDANDETECONpI 5, 15- SPREAD TOPROILADAMINIM1R^MDEPTHOPS- TgPSenLpUCEMEN}gy,LLTn¢PEACE pqY LAupTOP50 LTO PHE MN(gJT StaNp4pp5Pf<1FIC P E UAOtL50^ 311115f4RMP L 5 BORWWIANDY X GTO 5¢R ROMSTE4%EOFxATTS PO[ URGfRiY CNEIACx, 1. WLEM de Oro pel Herrera IE,.SOEA de0. u Al CW a. L'Y LE'0.0 0EA v NG PUMx LLwNGRApSAREu nt101]"DE IDPf¢L F¢q TREE, SHgU 16 AxCPEq€NMA35 HHle FIT ueuem SchiRaahWivm CarwlW + S.A_pr. Lpwar�4 w r atlF�iEUL�t �, 1=717-T--l- -RAI TBM Rann M,am. s. suile?Po.. €aNa. MPnpawA ssodB R�a33� wl:�s��'�zPQ COP y8 Hours before Ilyylnp, 811 m ca11811.CCm C-,- Ground All Groundcover Schedule W.oe Hyll Wall TPIA.rN SPd Nrl Seed Mix MT DOTM. 2Y131, C. -mm 11 TWF MVId1 Oak®row Ymd Mul[N Pi MDkh oder Enevgree�. —mP 4S SSECELLD. L� Aa S NG 10'%a ELAHAT L4:R¢ m T - PSRmBfm pR mPF.cPm TyR Turf Profile Detail NITS New Hope Medical New Hnpe, MiLVLLspn — 05/22!15 Sb.s C5 nP B Landscaping Plan „._Vt:t: b1lE .t O.A. 1 (UNDER CONSTRUCTION) Shrub &Perennial Planting Detail Parking Lot Edge Planting Detail I E r t hrrs Planting Notes PiIE GEu�RAI s CONTN.p[NgsemLLPR¢MpF NECESSARY WAYfRNGOFFiWVT MATEPUI3uxnETHFPUNIRRILLY ]9 PWNTs sxelLBEiMMEPIAYFLTPGNTEQUPON4RmvelgTSRE. RgFFR.TIMEHaN MATfauLSR T MATFENLINSTALUl10x, INCUFOIIAG SF1DAxpsDO,SHgLLBf COMRfSEp FmOq TOGMNC O.SIDE—EDAIRRIGAIbxsYSTEM ISOPf RAipNAI pWxERwbLL NtlI PflDVIOE wATFx WR [bxrRACmR NE€fSSRflti;lEmPweam ONLY. OODIUG. OPENING. MEETAMEITE.4 sInw¢eEOFOR SD MERu g PgIORTOP YN pY FST LAl;MEp R P9CI 51441 RENl1x5ERT RbAR. T-0. Ae[TGRSHALL LIXATEANq Y£RIFYAU ViRme INLW qNG IRRGAi](NF uxfs µxTN TNFGWNER MIgSERY STq[gldrre leA•1-1OPL�MOst NEPfM VEIGIONI ��fwrtRFS Fqa SiEAN01YPE5PEtlRED. q WLLSp&Eu U AEE THEFq M.it EWR5LD NIOTp#IDPOFTfrt epi THEELLIVE IISwLLARTI 1RADE CULINnTEpcRpgg gbp WETM 8{Rd-IG IEq TSy8TENTFFEH eT FS UNNEpagg4RE—TELONTS4WNq FOR pflBpMEPaM HOVI6B.OA1.Glxs_mNia,LCZGR SMgLL WMACTEIF 1-11SMpN 111 GgCLAE DOM STRTf OXEfi 6.- —111F 1-11— CTfES ll. 4EPARAIt DAMAGEiO PpOPEETY FROM x,gNRNG OpEFAPIDNSdT N0005T TOOW'RRR CTOTRAFOOT WHENTHE [aLIAgfR00 WR. wHEN TXE&6t1EDl bugUP TREE WPISMpq iuE gS1TCDLWiI,®pi FU gswµ THEE EVEN 4RSILGHPLYALDVEHNISHEDGINDE- 'E8 MDPEPIwxS WEFD9 PER IOOO ., gOP3H4L DE.RnwNINMINERAt 3gL89W r3ROHN RI pEq{ggLq BILL 9E EFREGREp NAO IIN11 gEAIDH SGP i5z stfskGEGpF NEFGTrdO 4µ8RATw gep I.w& '0., R>wLL BE RESPONSIBLE i. FRmF .EEE -6f AFF ME. SGILpgfPAR4TIDN 31 D pPfNTOP Lm ONBBEAATER-REMOVENTONPmTEQPIANTE,%UPNipgREA1—ETPEAT 3 SGp Mp.LTLutE SNiLL&E<u%RENT9;CRvpCUEGRASe, ITHD NOIIFY THE wN65CAPF ARLTI TECTGFAXY QIXFLIEIs N tKRrtgTF PUNT R£LOUTUN. RErs VfSTICALLV—IERVOatYJ,ISPgOR m INSTALLATION. Sen PEREFIM4L gYEGRwss.]Pi HNE PEADUES q THE mNRELLE. RivML1 WR WMRVIN'G WITHALL 4PPLIrARLF Li TO tsHaLt RE LOCAL FfRIf.'G ALVESV ?i.SDULFREfpF AJ�IIS, RQCKSCUvS,iUNRS, WfEt6', 3Y ASNF-AWARY PMR ANNR NUIOMPRACTICEAHDTDCORRkUT RBP HINGOF ^ J. FEE V UE mPES, PEGUUlIOM, nrvv FFRJWFS GOKRWNG THE W'pRA THE RWISANObiNERIMPU M2FIWEENE4 ANG ].0. EkISi1NGANDPgppcsFy TEEEB. ED FGRS DEEFC.AR£AE. SNALI bE MTRDCFN I P4 -PEO,,,, mC Al Sw,IgLE POTASH Itli6. A 0.LL PUNT MATE0. LtlUA YYIES SHAPESOF RFL6 AND IRFwNi f RG MATE Ll. REMDVEgFEgIS ANOWEED5FELAASIIEaIL P 3 WgAP ALl sMOGTHN34RKEP TREFs--11OPANq EGTTDER REAYLWE BY APRLLST. FJ. MPLT FEq TIUZEq 4T APPLIOgtIwR RATE DF uanep06FTOTro�,f pq Nip COnTRRLT OIyPLEfFCO FWGEtl µ ME NG Bf YR PaCNEG Ta, 1H E RO ENDMENTS SHALL EEOFTERMNED UPON SITf SaI mNOSfpNS PRIQflib OLAHFING. FIREFS ;, ASREOURED', 11—TI PUun�GRED. N 4N4ep145TEDT0 CO FGRM i9 THE ERA 1-D E- ECryREDi SHALLAFPROYE{NLSPA I Ind TIan C4ALLP"WTERNIs'P RTOINSTALUTION.ALTUAL UNQSCAPE CONTRACTOpswLL PERFORM 0.5OR lEGT PHOETDINSIA{fAI�ONANDTAxRYUNW—I'l AK—ILI RTHENEEDRFARIM—ENDMENTS. REHLO-11DWTAKEIFRGTROMBAFtERDNE— A.I ALL—IT AREAS PO bE WED TO Al DE- ANDER91NE PRRPERSOILCONTACT MR STEN PREPAAEp SbII IMMEdATELY pRNR TO UYINO SOD L 1W AUSEDIA Ky uPTUNgfLFVER.T TD LDCAi ONOFPUTIMRTER ALssURECTTOR€LDANDETECONpI 5, 15- SPREAD TOPROILADAMINIM1R^MDEPTHOPS- TgPSenLpUCEMEN}gy,LLTn¢PEACE pqY LAupTOP50 LTO PHE MN(gJT StaNp4pp5Pf<1FIC P E UAOtL50^ 311115f4RMP L 5 BORWWIANDY X GTO 5¢R ROMSTE4%EOFxATTS PO[ URGfRiY CNEIACx, TEREATE LEAVE,N¢RQOPFHJv;RiB[NtOVERUPPING JgNTS.DO—ArRETCHEAD, ERONI— ElITEMPERATLMEi&BEL—ED DNO. 5 NO PLANT' mi WILL BE WSFALLEOUNTL ALL RpAdNG AND mNST LTKIN w58EENbDMPIETEO IN THF iTIRlec WUUTHER PREMR€ TOPWOLSO—T IT11'DID OF .—AND.—TILED DAA]N ps INCMUFEDON 5Ue50ll DE 4 VUGEWEEPSUNIXIISPELJEEDDTHIE-RE. MIETIL DIETHIDF501LFORALL IMMEDIATE.RFe v NG PUMx LLwNGRApSAREu nt101]"DE IDPf¢L F¢q TREE, SHgU 16 AxCPEq€NMA35 _ se. V44TERgIGWlTR 113FWLRWLER ARER G¢O ANO 361E RAVE [FtlEO.AIXLBEFDRETSEPIRRS 6 Nb PU4P MAYERAL-1. IN SIIRSTTUF TOw TNquT THE APPRON'AL OF THE OSCAMTOLARCH LECT OR as, LIGHYLT ODMPACT TO—L AFTER PUCEMEMT ANP ERDHBR CONSTIR TION TEAFFICF1CgS ARG9 WIN EE WOCONu ELBE ATALL FPE E, MSPl1R Pf RFrvn a4 ANOMWNYENRNCFAREAS,CdDRsawlLdE HY-VFF. NC ALLdIB511TN1045 MlIRP eFAPP1pVEDPR ORTB SIPN SSIONp ANYdQAarp/OROUOTE BY TgPSDIL WRK BRGWN. YREFaNOSkRUBPUNi NO BEGS SHALL wVE 3`OEmH OE'FHRFOOEO HAAPYYPODngSLCH SHREcOEDHgR%YOOp 55. FAR, PLP RPFOVIpE 5gp,5EEDxs REgY1RE➢FggqryY E]gpVAT ET3JIEVp Ep AREABAIVAG£NT E C- AREDPE mNTRRATT M€Urvl APEARCHTNc VRAFFFR NSYAfIAIION RbFCrFMMMs wHl EOfEMFPUNSP.TISFA�ORY bfFORE, MULih lO BE�ISEO ARDUNDAIL PUxrsw THNINRFAREgs. EVERGgEENTREFS FDIUVEPINE M1L lCH0.T ATALLLVUTIDNS➢ERfxen4LANPORNAMEN1Al Gq/58 E&P53wLL HAVE 3` TOTHESRE9s'ILEREDEOLNEGCONSIROCp]N. DEPTH SHREDOEDHARDWDDpAWInI. MULCH TO EEFRf.FOF OfMTfR[Ous MpTfPME pO N6YU5l. IwFIGPTAJN. E THEETA TA— P-OADESCE OINR EACEC4PE ILGfNDII PISCMPANTAS III THE ITEC FPATROEE 11 ATTHAL RLESRI ENGMCE, MMN yPECMENGRABF 6L F�FR CDNDERWIboASULCp TAKE PRECEOINTE E ALN—NOP ES ---NCTIFF GVER JAGROWN—DRHeRgY AONERETO, OUT 5x01 LHE MGS1A 11E2 ALL PIA SHALL eEFREE FROM GREASE, PESTS WOUND, iE. NOTANRE--N gF BUFF UM ES TO R° fR, ATMNIMUMY DEPTH OgAD EQUAL 36. ARDylOERRrGAID NPDALLPUNTEOA.A E WLGA v5TE RE (RSIGN!BU LPeY OSER PE EONTRACPbR 5 LL PE IQF GUAPANTE E OF ALL PUNY FARTERNLE FOR TWD CDFARETE GgORTNI 51,1 TC A 5 LL BETREE FROM ELMEAeIFGAM EADTTNOROEFOgMR1€5. ER,;I]°TO FRVALROCR WLCHIDRF ONmMMEPEALGRAOEMTEp ENV¢,mttM9,ORAPPRGVfpfOWµWITH UTIVIt—MAE:ALR NM.. TIED ORREREI EREIGATION E—E4—LPo1pyEq MEN OFOL5 RICHEyWESK FDR TR€ESANOSHRUM SEASONS -DROWN SIT-1.111I-IN50—DATEOFTHEUhDSOLP€ ANCHITE N. pCCEPFANCE OFHH NIIIA—TNI. TIR:GLIARAPETff SHALLGDVER ALL FNANRPHA[LEEFKEE FIgMeifSVFSLORpEAOBRANCu ES ALLPUNTSSHWLwv —IDI, HEALTHY PRANOIING AND EEEE%pOFURE,MUI[HAN¢F46RIC TO BEAPpROVEO Br pwMER RigRTq NSrAW1iKJk AND IBNLNEEmEEKFOE RF¢Re_55-Wxb5G1PF WNTRdcmET0 PRO4 Gf slx]P tllAvnrvGSTO UN65Cg14AICHRECT RYR APE OV OET C-1 TH£FULLCOSTGFRfPIAiE Et N[LVutFG WeD'RAD FWNYi HPILAI MENT PUNT NMT€IALSwLL LEAPING. CONI CEGUSTRE£SRHALLEuvE AN FSTARLISHFO ILAIRF{FADER ANOAHEIGHf YOWDFx gaTHIOF NO DIA1x1011.p IONEQWLIR3LYER—RYACEp D'EpGN FE R TO INSTALLATION DF IRR GAT DN RVSTEEa, GONSRa'TDE TC FRDIM OFEfl MI, U pUIIT UNS, RANLdR3GMMMING SYSTFMSIaLL{WINIER¢EOgNTSHRVE R GVARANTEELG HATENGUPON-1 NG NYPIANT MAPfRWLWHOF D1ESTURNB NFOSSRDOR DEFOLIATE5 1pRIDETODOTALACCEPTnNIE THEWORKISsw1 EORIPTLT RENESED SE55 THAN 5:3. Npm—ELLIARA0FVALLEY-VILWBIACa .DT. ICILY EOGInGSHALL RE PiAfEOwTx SMOOTNGURVESANDSfAUEpWRH METAL 5PIKE5 Np GREAFfRTHAN4FOOlO "NTERWIINE 011 .1-A .OF TOENpwERS TQRJi NGE1ARTVPW NG IEATYEAAOOPERAP N swLl wyEONE vE0.11WWMee{IYON ALL PAR55ANDWBOR ALLINWRNWYwNAB,]UTNsiALNTIONANbs.HFPNNG[A1B F.wMTHES TF AND ftEPIACED WITH MATER aLOFTHF SAME SPEf fS, gUANTIY OSRFAXDMFF— 11 PUNTSN BE RASTALLEO.AS PFRMNU eAN515nrvpARp%ANPING ppALil¢i AWVEWITHOUTON—Dt UI ULE CURRS gNDErMWWsfOREQQ^IG WHFRFPS:598LE SPppEOEmf AIRH,l THE GENEEeLEgNTRA 1 AIL WNr6OaPE LEGENDSPECRICAigNS. £O PROUIpC V SHAPED DEPEH AND WIDTH TO[q{ATESfPARATMN BEInFEN Mrl[N AxOGPASS. ROVIWAl1gEE SNRD R, OR FUN-G+EDEN E£GSTO 1F 5PgDEp EUGf,UNIE4 NpTE0OTHERRRSE. fLGING T¢ MATL.H IDSTING fONDITIDxII)EI—EA➢RxANEI. Lpwar�4 w r atlF�iEUL�t �, 1=717-T--l- -RAI TBM Rann M,am. s. suile?Po.. €aNa. MPnpawA ssodB R�a33� wl:�s��'�zPQ COP y8 Hours before Ilyylnp, 811 m ca11811.CCm C-,- Ground All Groundcover Schedule W.oe Hyll Wall TPIA.rN SPd Nrl Seed Mix MT DOTM. 2Y131, C. -mm 11 TWF MVId1 Oak®row Ymd Mul[N Pi MDkh oder Enevgree�. —mP 4S SSECELLD. L� Aa S NG 10'%a ELAHAT L4:R¢ m T - PSRmBfm pR mPF.cPm TyR Turf Profile Detail NITS New Hope Medical New Hnpe, MiLVLLspn — 05/22!15 Sb.s C5 nP B Landscaping Plan .2015 W,; .-d P+ofe is I Srvices. Inc. :C; IPA?IyE .i!LI11 PLAY GHIC CI',. 01N DC!CRATrVE 'ETE_ y yrs 1. REFER TO SHEE T LGA 0 FOR STRUCTUP-L NOTES. 2. LECORAT:VE RAILING SH.ALC BE P &ASSEMBI.EG COfTMERC14L STREN.GT>, ;VELCEO STEEL PER SF€CiFTCATIONS. 3. TOP ANC Bar Ti l TA;LS SPALL OE LML. '1. ALL WL C'ONL,=ONS SRw.t BE PLAT Ffa, IT TJ:'GST$.aND PIUW ERB, ALL CC ,ECrl,rn SHALL BECONCEAL 0 FFCM 1"E HRUNI -PrETi51D'e." 11K. PROVIDE 374' f•10NTFR 1(lali AT i.LPRECAST l+^,NCRETE LC1NN ECTI'l,Yj '.. _ CO`.'.45 SY3L BE SET'. -11 +7VERSIZE0 MIXES ANC 2 PART E"�x ADHESNE E OP ORA4ANGS FOR �ABRICATICN ANO INSTALLATION, 7NTRAC-QR. SHALL FIELD': E.-. N lil-ATTD45 ANO UNENji 1)14_10, TO -ABPI:A`--A ANO INSTA_'i ATIC'N. TO P= PAPE 4 MOOCK'0 SAM! I CPL' ALL C,1RC C9NCPETE ELEMEN-IS 1�- �e TO I` CONSI'RUCTi OTN PDk.:PPP01 &Y C'NE "RJI.ANOSCFPE AF _HI' CC - a Ornamental Fence -T Nle m Em - C -LOC::vEl CAP INTO COLUMN :?: fr<STAIVLESS j TE -'L PINS, 3fe` a MEN We 41 PRE(ASFLONCRF FE CAP, Ef, OFT4ILC�.r.C{ PF.EC.SST CO.71TF COI.,UMN, SEE 5F 7QL. L x:1.01 OECOPATI ERAILING j PPEC::ST CONCRETE BASE, SEE OE'ii'. C1L:.O: DO'fIF.{. EASE FNi`O ('$UMV PND FOCI-iM1i� - wnP $TAFNLCRS RTEPL of NS, .: :"SIN, i QrT a) PLasHLu, SFLD�+r RASE, iusE 5!. Lin• AF2jNO wA BL,•') 2' IQ. PEDESTAL A3 T'_5 ,� 12" C.C. {f1 k5 V -RTS L'F) k5 Call ELS!W STD NOOK'_ °f` PPO]EfTICkY d PRECAST'ONLUTF C,--Fth''a E' -C• SO. FrX)71N404- CHAMFER AT ALL EDGER �t'f 1st RS EA! q, lV 1''P G• L ` U, MT1h1 'O r � COMPACRI T EDL FILL T-= Ct7MPA['T€d ON UNDIRTUI±BEO SCRGPAOE Pence Column rTTs MUM Fence Column Precast Concrete rm PRE`_AST CQHCFETE COI. iMN - SE:7.-j4 PRECA51C,ONLP.ET' BASE - PLAN L/9' CH.ar4FEP AT �1 Ew'GER 9' +RECAST CONCRETE B:SE 4LEVAMI N New Hope Medical New Hope, h& - Lal{ as H..s befa d,gging. $SS a CQII$iS.COYn Common Grqund Nliknce N. 05fZZ/15 Landscape Detail mwE eC5.1 otr � 6 W 9 62o,5 wnnt.,a ?,,f—i— s -A ,. 1 FRONT LOT Illuminance (Fc) Average = 2.03 Maximum = 4.0 Minimum = 0.6 Avg/Min Ratio = 3.38 Max/Min Ratio = 6.67 7 nm,E I Z PM s9n nvq 4riCa0M B0. S Am �9f aA{M WC nmtt . LL4lLK MN IA vHk ddrt _ ,5 oEc Oour2� my il,� &LR N.OIiA F]Po]p SRR M,m NMw n5 n{� w.o� .. cane !z• €m'w9 w,ma .f sxwr. . . . . . "u�M adR � nwMw.x sunla ,an smi mpar : n9[ ,�-.6�GRO9M xm ./ nwv a l,o e -k wn, ma,ve. ea �cm - a ea, cxc 14 �w ayso rex ,r n.c wrt. cdrcroE 99sc 9r ¢xrnu w99xwrrm M r urw °L1L HN3w •�a �a�oa/ x' or ma �ro SECTp, � xEw Light Fixture Pole Mounting NT3 Light Pole Footing Location 0 Back of Curb NU New Hope Westwood EMC s scltnnvc w re I Medical .a 153293 � canYowrvwm N4'�+ HoR. Midl¢wh ion a8 H—s W11, 699.19_ 811 or C011811.cam X14 65/22/13 %nrt C6 w 6 Photometric PIan n P a A a A I 71r MEDICAL OFFICE A r 14,740 SF e .: 65 STALLS a J 4.4111,000 a a I I Y A A i I P. • A A. .�:� .. v -er � a A - � - _ a +•Y r• r. Y Y n p a o _Y •C1 � ... Y .. F !+ A I - n n a a a r .R .� P q ✓. n n rp n w ,� � �. � ar �• .. Y .. a .. .- .� Y a y e I P I r a m a L 1 - —. - _ ---- - - - - - =-q a ' � I nm,E I Z PM s9n nvq 4riCa0M B0. S Am �9f aA{M WC nmtt . LL4lLK MN IA vHk ddrt _ ,5 oEc Oour2� my il,� &LR N.OIiA F]Po]p SRR M,m NMw n5 n{� w.o� .. cane !z• €m'w9 w,ma .f sxwr. . . . . . "u�M adR � nwMw.x sunla ,an smi mpar : n9[ ,�-.6�GRO9M xm ./ nwv a l,o e -k wn, ma,ve. ea �cm - a ea, cxc 14 �w ayso rex ,r n.c wrt. cdrcroE 99sc 9r ¢xrnu w99xwrrm M r urw °L1L HN3w •�a �a�oa/ x' or ma �ro SECTp, � xEw Light Fixture Pole Mounting NT3 Light Pole Footing Location 0 Back of Curb NU New Hope Westwood EMC s scltnnvc w re I Medical .a 153293 � canYowrvwm N4'�+ HoR. Midl¢wh ion a8 H—s W11, 699.19_ 811 or C011811.cam X14 65/22/13 %nrt C6 w 6 Photometric PIan Q FN�x�Ra DELIVERYDhOPCFFe AGI(1DlmNCE RR7L W N t PRELIMINARY SITE PLAN P2 -I Ip 7, intexriors architecture 1Ml Frmn Anne. SmM, fulp2oR,£d'i�y Ylnrwp861]� 95ti0YfoRo fa RSFWAP2M ww.bJAymwTewi pmj.g lAlU2mflLMH NORF" MEMORIAL IIEALTH CLINIC [N I`FLsEtmcm OF 42ND AVE NORTH h WLDN AVE NORTH IH E—Y CEAT[£Y THAT THIS PIAN. SPZ-1GTI0Y, p& REPORT WAS PIt F—D BY ME OR UNDER MY DIRECT SUPERVISION' AND THAT I AM A Y L[CENSED ARCHITECT u.V'OfRrHEu OFTI{E9TAf£OFMINNESO7A p .wd Nnw sh-2 Tile PRELIMINARY FLOOR CLAN slexR (if lwnqux f.,b C.H A-DAVISNHMF U.n>wl Uy MWO PC 1Jreb �J 1 05.29.20151 Z ~ 1 CPrICNAL TEMM,r Sk iN E -1 OCPTKN. AGCEHTGOLCR METaL COMroSRE ACCENtirsIM IaET LnLCOMP[�IE WN1 3YSIEM EIFS oi�Grian �zMa'x12 wr� _ _ EIFs-RC�MCOLBR� ArYGpI2ED ALUMMJUM TFf fI2MA� ERgiEN DIAZJNG FRIMES WI LUPE IN941ATED GLA.SG 8" FL FRE�LortED, vREcasi 9TCrvE MAlnaw rRLL 5 PRELIM INARYEXT ERIORELEVATION -WEST WEST FACADE SIGNAGE. WALLSIPNPGE W1dNEp I;R q]l' CF ERV HpT Ix.aY I3) WrU151C R -WNL YOTA TQ ..F. C'F'NE§r FPCA9E. Pr]SF q�a�aq � iP PLS. OFSIGxfc AL6pWEp: 2iPs,F. �12r� SF.OF SKYNGEMS F9ry91MJ CNSWE�FACABE t523.F. _ — — — c�oElP�c"SnE�ncc�M`ar�ral� — — —- - 2 PRELIMINARYET(TERIORELEVATI(NV-NORTH Pid. IX • 1'C FAF9 VTLT'&tICK 4"X f'%i T•4W — LCLORm Mg3TAR EIFS-ACCE�TCOLGR - M 6rllw THERNAy BRCMEN G{p?ING FRA4E3 W I Law -E mrsulnTEo clavas CH. FRELOLOREp. PRECAST - 6TDP£VdMOCVl6LL EMI'[ METAL — cDMPo5REAacEMrTRIM UiP.]TYBRICK 4"%T%12'WI Cq-GREG wuiTAR . EG9-ACCENTGaLcw &�� 1 a A�� AN W PLU,MINUM MERMAL aHLS6F�' G-AZING FRAMES WI LGi"!E MIS V IATEp flLA35 9" k FflECIXCRk'O; 6�E.00.6i STCnE wwpon SILL 3 ERELIMINARYEXTERIORELEVATION -EAST P2-2 la•1J — TSL T a FINISH lop��P EIFs. PGCENT(GLOR BROKEN GLALMG FRAMES W! LOWS IrvelnAroa GLASS a" K RREca.wEP, vaECAsr 4 PRELIMINARY EXTERIOR ELEVATION -SOUTH_ WAL SIDE9INTERwrLLYtEO b il MLunINArEOI.�rAlslwCABIPET CH. P1tECCLIXIED. PRE{PST aTOF1EWMIOON 6LL LYYIXS-9 }kC(iTAA Y-0 PRELIMINARY EXTERIOR ELEVATION - MONUMENT SIGN Rd IR'=1'1 6TEAFRAMEw ORlE6 WI VERficx cow FnspE OFCMNG Ecp-dxE0. PRECAST STd�T¢W�®aWN5k1 u, GK4'%a'%112'WI coy PRELIMlNARYEXTERIORELEVATION-TRASH ENCLOSURE P22 Fm'=1'V TO FlNL9I FL � WEST FACADE FINISH MATERIALS; ToaAL sF. cr •zr=srFPcaDE. 2,r] SF. GL[y�gt FTreK Es &F OF FeasR g� F�{y� JTILRTBRlCw I9' a r' a,Z}. 55r AF. 2p% COroRp3/IE SMETAL ParyEL6' o�2SF- 2J% [sirs S.F. r 2m s q E1E s.P. xa^n �� E415 SF.l2 h3 SF.Y PF.�LAST COr.CRETE 3 -lis. aB SF. ]% §c. [s FlN OF FAG.nF ELF_ fit. s. F. m 25% fP61 s.F.l2,na s FI NORTH FACADE FIMISII MATERIALS. TOTFL SF. -FACADE. 9p S, GIA.Si FINISF1Fc SF CF FMuta, %� EvG.➢E VTILfma'alc%[K'x4'x tz7: 55a SF,sF- 56% 1%a' J S,F.184SAF.1 LbM Slr£MEfPL PANei.§'. 3t 3M t31 SF l9i SfY 6LP33: 112 SF. 12% PRECA9Y2§F6UaCRETl9a9 SILLS 1BS.F. p% Itas F,,9a9 SF.I �FPd� $F of sR gg E,I.F,3 255 AFFlµ 25% i35 s•F, r 94a B F,f EAsr FACADE FINISH MATERIALS. TOTAL S.F.OFFRSTFACADE P]a S.F. SF_GF FWSM � InILRY ERlcK I" a[' In 926 AF. m% CCNU IPOMEL3 MEtW SF 5% ^,. ^_It91 $,F,11,TI6 SFY n.. ,zec 1212 SF! 1 P)6 EF.I RiE-GAAT COlKRESE 5HLS -F. 2% (4S 9Y.I1. PI8 SF.Y FC, L.155 -x Flrvl� 3F �fF R y^� ACgPF ELF. a9as.F. zs% rezAF. r,nbsF. SOUTH FACADE SIGMAGE; wAu sr..NACE ALLcwED FER crrT OF NEw NCF� {Kt]i 12) WNLSIUNSWr MA>, ID%� WW1 TOTAL SF, aF 3GifIH FACADE 2.pi93F TOint 3F, CF SY.JaJGEAUOwEP ZaTsF f2 p%9F a,1M=a0ASF.l SF pF 5Y.x1WCE a10Ma CN WEST FACABE '125 SF. [24Q"N$d= ly S.F.) SOUTH FACADE FIMI SN F) MATERIAL& SI l2.o AL SF OF 6WTi FRCApE LITIIITYt ICK f1"va-x121 1,0]�,F. � 5,p I55P SF.I2,0.t8' S,F,I GGWro6lTE METPL PAEgL3 ill S.F 5% caAsslp]zsF.rzwa s.F' 2aa xF lAts sF.12U36 SFI - - 111E FHECASTc IIA ]d sF lad GI.-'-� alldF sF OF FwI.w b,IOF FaCaoE ELF6'.2 6303,, i^•A V-1 sF'ZI. SF) interiors a,chiIw Wre zeal Fr.a,rh .. sa„A, tulw zw.Ld��A wIM,..or, I., rbzem-aezo F..raz.arbrzw www.bdAYwM.•w� p" Plnfarnw . NORTH MEMORIAL f €EAL[ H CLINIC IN T£I:.tiEl:11DN OF 42ND AVE NORTH h XYLON AVE NORTH I E,M ymuTHAI THISPLM1. SP EC[FI ATION. OR REPOZZ wAs pREPAREp F ORu.q mMYDIP•ECT SVPE0.VI61BV ANO THAT I "A Y EICEYSE6 ARCHI7El-t V.\aE0. THE 1Aalrs apTliF SPATE tlF MINNESOTA P'e'd N.— I1Mu Lr § laaur Ri d No. o.1F w�qp� Sh.g T1dlK IT EL I MI NARY EXTERIOR ELEVATIONS shale rypi,rcRsrw j,b(,,de A-F)AVISNHM6 D-. MwU Rsp1,F dRp rL, Drlli IIrJ� 0.3.29.-2015 ` Z-2 ORIIONN tEAuwr s1GNacE Locnrlcn ACLFM COLOR METAL caMFv§rr� AccENTTRIM — — _ _ — — _ — — _ MLRY BRYCM Cx A" %li'WI � PAHA SVSFEM EIFs. PGCENT(GLOR BROKEN GLALMG FRAMES W! LOWS IrvelnAroa GLASS a" K RREca.wEP, vaECAsr 4 PRELIMINARY EXTERIOR ELEVATION -SOUTH_ WAL SIDE9INTERwrLLYtEO b il MLunINArEOI.�rAlslwCABIPET CH. P1tECCLIXIED. PRE{PST aTOF1EWMIOON 6LL LYYIXS-9 }kC(iTAA Y-0 PRELIMINARY EXTERIOR ELEVATION - MONUMENT SIGN Rd IR'=1'1 6TEAFRAMEw ORlE6 WI VERficx cow FnspE OFCMNG Ecp-dxE0. PRECAST STd�T¢W�®aWN5k1 u, GK4'%a'%112'WI coy PRELIMlNARYEXTERIORELEVATION-TRASH ENCLOSURE P22 Fm'=1'V TO FlNL9I FL � WEST FACADE FINISH MATERIALS; ToaAL sF. cr •zr=srFPcaDE. 2,r] SF. GL[y�gt FTreK Es &F OF FeasR g� F�{y� JTILRTBRlCw I9' a r' a,Z}. 55r AF. 2p% COroRp3/IE SMETAL ParyEL6' o�2SF- 2J% [sirs S.F. r 2m s q E1E s.P. xa^n �� E415 SF.l2 h3 SF.Y PF.�LAST COr.CRETE 3 -lis. aB SF. ]% §c. [s FlN OF FAG.nF ELF_ fit. s. F. m 25% fP61 s.F.l2,na s FI NORTH FACADE FIMISII MATERIALS. TOTFL SF. -FACADE. 9p S, GIA.Si FINISF1Fc SF CF FMuta, %� EvG.➢E VTILfma'alc%[K'x4'x tz7: 55a SF,sF- 56% 1%a' J S,F.184SAF.1 LbM Slr£MEfPL PANei.§'. 3t 3M t31 SF l9i SfY 6LP33: 112 SF. 12% PRECA9Y2§F6UaCRETl9a9 SILLS 1BS.F. p% Itas F,,9a9 SF.I �FPd� $F of sR gg E,I.F,3 255 AFFlµ 25% i35 s•F, r 94a B F,f EAsr FACADE FINISH MATERIALS. TOTAL S.F.OFFRSTFACADE P]a S.F. SF_GF FWSM � InILRY ERlcK I" a[' In 926 AF. m% CCNU IPOMEL3 MEtW SF 5% ^,. ^_It91 $,F,11,TI6 SFY n.. ,zec 1212 SF! 1 P)6 EF.I RiE-GAAT COlKRESE 5HLS -F. 2% (4S 9Y.I1. PI8 SF.Y FC, L.155 -x Flrvl� 3F �fF R y^� ACgPF ELF. a9as.F. zs% rezAF. r,nbsF. SOUTH FACADE SIGMAGE; wAu sr..NACE ALLcwED FER crrT OF NEw NCF� {Kt]i 12) WNLSIUNSWr MA>, ID%� WW1 TOTAL SF, aF 3GifIH FACADE 2.pi93F TOint 3F, CF SY.JaJGEAUOwEP ZaTsF f2 p%9F a,1M=a0ASF.l SF pF 5Y.x1WCE a10Ma CN WEST FACABE '125 SF. [24Q"N$d= ly S.F.) SOUTH FACADE FIMI SN F) MATERIAL& SI l2.o AL SF OF 6WTi FRCApE LITIIITYt ICK f1"va-x121 1,0]�,F. � 5,p I55P SF.I2,0.t8' S,F,I GGWro6lTE METPL PAEgL3 ill S.F 5% caAsslp]zsF.rzwa s.F' 2aa xF lAts sF.12U36 SFI - - 111E FHECASTc IIA ]d sF lad GI.-'-� alldF sF OF FwI.w b,IOF FaCaoE ELF6'.2 6303,, i^•A V-1 sF'ZI. SF) interiors a,chiIw Wre zeal Fr.a,rh .. sa„A, tulw zw.Ld��A wIM,..or, I., rbzem-aezo F..raz.arbrzw www.bdAYwM.•w� p" Plnfarnw . NORTH MEMORIAL f €EAL[ H CLINIC IN T£I:.tiEl:11DN OF 42ND AVE NORTH h XYLON AVE NORTH I E,M ymuTHAI THISPLM1. SP EC[FI ATION. OR REPOZZ wAs pREPAREp F ORu.q mMYDIP•ECT SVPE0.VI61BV ANO THAT I "A Y EICEYSE6 ARCHI7El-t V.\aE0. THE 1Aalrs apTliF SPATE tlF MINNESOTA P'e'd N.— I1Mu Lr § laaur Ri d No. o.1F w�qp� Sh.g T1dlK IT EL I MI NARY EXTERIOR ELEVATIONS shale rypi,rcRsrw j,b(,,de A-F)AVISNHM6 D-. MwU Rsp1,F dRp rL, Drlli IIrJ� 0.3.29.-2015 ` Z-2 42014 Westwead Prereesi-I Service. Inc. Call 48 Hours 6e(- d'Igging: B11 OF QDII81t.corn C -m Ground Allleece IL ® m N. Ell m TAR r` 5,BLOCK I i&ALlO Q APIRIAS I tr hll rF HY-VEE FOOD STORE451 STALLS or • �alllli r' � EIS TOO 90.738 SF 1 F s !K11I:ids 11Y 1 1011 MEN t i1Ji a .. Q CONCRETE EDGE OF NEW PATIO AREA, PROPOSED SIDEWALK SHALL AVOID EXISTING TREE- 4' CONCRETE SIDEWALK - BEHIND BACK OF Ct1'R9. I Signage and SWping Nates Pavement Notes 1, ALL TRAFFIC SIGNS AND OTHER TRAFFIC CONTROL OEVICES SHALL CONFORM TO THE STANDARDS OF TIRE FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. ACCESSIELE PARKING PROVIDED PER ADA CODE. CONTRACTOR SHALL PAINTTHE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN EACH DESIGNATED ACCESSIBLE STALL IN BLUE BACKGROUND WITH YELLOW BORDER (TWO COATS OF PAINT 1WM SIUCA). CONTRACTOR MALL PAINT THE WORDS "NO PARKING" IN EACH ACCESSIBLE ISLE ADJACENT TO AN ACCESSIBLE SPACE IN YELLOW LETTERS MINIMUM 12" IN HEIGHT. 3. ALL SIGNS SHALL INCLUDE POST. CONCRETE FOOTING AND CASINO WHERE REQUIRED, CONCRETE CASING RECURRED IN LOCATIONS WHERE POST IS NOT PROTECTED BY CURB. 4. ALL STOP SIGNS SHALL INCLUDE A 24" 'WIDE PAINTED STOP BAR IN VMItE PAINT (NA CHATS) AND WITH SILICA LOCATED AT ALL TIME STOP SIGN LOCATIONS. A MINIMUM OF A' FROM CROSSWALK. ALL STOP BARS SHALL, EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO THE CURB. S. ALL SIGNS SHALL BE BE PLACED 19 BEHIND THE BACK OF CURB UNLESS CTHER'MSE NOTED - Property Descnpdon The South 223.56 feel 1 the WPPL 19C feel at the West Hall of the NorlheV st OJ ter of the Noriheeet GVor12r of Section 18. Tosmship 118, Range 2H Hennepin Coenly. MLlneeoto. AND The East 5 Rod, at Ne Seath 10 RVde al the WWet Holt a} the Northeast OIKId,, of the NPrlheoel Cuorter It SecNmn 18, Toeelship 118. Range 21, Henn s➢in CeuntX, MlnneseI , accept roed AND That part of the Wool 1/2 If the Nerlh-1 1/4 of the Norlhsost 1/4 of S,&t 18, Tosnshp 118, Ren9e 21, Hennepin C11ILN Mlnnesolp, described m .,W,g on the Emet oI soil subtlle;sien al a FOA Mn sold Tine 165.00 feet N4rlh sm Burred m1-9 snip 1n Iran A. S.9- t Cerner el 1,,W wbdms VTI thence Wet p RIW to Lh 5 th N..l §old A.bd es 82,5 fee(; thence South F V11e1 IV the east III, o! sod bd I650O lap! La the South I th-f; thence WMt PAVng Sed s th Lne To the eouiM1West comer of sold eNbdivisimn; Thence ,North mlon9 Lha Weel Ln. Ih4rsot 1c the north weal o of AM eubdlNaion; (hence Emst Woaq the n 11, Inc There.f to the nerthemst c «of sold eV btlivisi4n; thence S_t1 along 1h. Post line thereof la the point of begnnng: veEWtinq lhe(e k the "UP 350.98 feet; oI- PXceptin9 therelrom the Swth 323,59 Leet of Fhe We,R 190 fee(. 1. SIDEWALK S: INSTALL WHERE INDICATED ON PLANS, ALL NEW SIDEWALK SLABS SHALL BE A MINIMUM OF 4 INCHES THICK, CONCRETE TO HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AT 25 OATS WITH 5 PERCENT AIR ENTRAINMENT ANB LIMESTONE AGGREGATE -3/4' MAXIMUM SIZE, MAXIMUM SUBSTITVTON OF RY Al. IS ISS, FLY ASH SHALL CONFORM TO ASTM C618 CLASS O. PROVIDE CONTROL JOINTS AT 6'-D" 0/C MAXIMUM UNLESS OTHERINSE NOTED, 2. ROADS, PARKING SURFACES. AND CURBS: INSTALL WHERE INDICATED ON PLANS. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH � 4OQ0 PSI AT 28DAYS WITH 5 PERCENT AIR ENTRAINMENT AND LIMESTONE AGGREGATE 1-1/2 INCH MAXIMUM SIZE. MUMUM SUBSTITUTION OF FLY AM IS 1551 FLY ASH SHALL CONFORM TD ASTM 0618 CLASS a PROVIDE CONTROL JOINTS AT 12'-0" O/C (N N S) MAXIMUM UNLESS NOTED OMER'MSE, 3- PERFORM CONCRETE WORK IN ACCORDANCE WITH ACI 301 ANO ACI 318, CONFORM TO AG 305 OURIMC HOT WEATHER AND ACt 306.1 DURING COLO WEATHER, 4, CONCRETE FINISH-, MEDIUM EROOM 5, SACKER ROD: DO NOT USE BACKER ROD 6. WRING AGENT: RESIN EASED, MEMBRANE FORMING COMPOUND COMPLYING WITH ASTM C309L TYPE 1 7_ SIDEWALK JOINT SEALANT: SELF -LEVELING POLYURETHANE GUN GRADE SEALANT COLOR. GRAY. 8- ROADS.PARKING AND CURB JOINT SEALANT; HOT PGUREO JOINT SEALANT COMPOSED OF PETRUPOLYMERS MEETING REQUIREMENTS OF ASTM C 3405. FILL MINTS FULL. R. CONCRETE TESTING, CORE COMPRESSIVE AND DEPTH TESTNGAT IC RANDOM LOCATIONS CHOSEN BY OWNER REPRESENTATIVE AT COMPLETION OF EXTERIOR CONCRETE WORK. TESTING SHALL BE DONE FOR COMPLIANCE WITH ACI 318 AND IN ACCORDANCE WITH ASTM C24/C42M. 10. SEE ARCHITECTURAL PLANS FOR BOLLARD LOCATIONS. BCALARD LOCATIONS MUST BE COORDINATEO WM AND APPROVED BY THE NY -VEE SITE WORK REPRESENTATIVE PRIOR TO BEGINNING WORK. It- SEE STRUCTURAL PLANS AND SOLS REPORT FOR ANY SPECIAL EXCAVATION AND FILL REQUIREMENTS. General Site Notes I. BACKGROUND INFORMAIION FOR THIS PROJECT PROVIDED BY WESTWOBD PROFESSIONAL SERVICES, INC.. EDEN PRAIRIE.. MINNESOTA. 2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE, CONTRACTOR SHALL FIELD VERIFY SITECONDI DUNS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION IF ANY DISCREPANCIES ARE FOUND. ME ENGNEER SHOULD BE NOTIFIED IMMEDIATELY. 3, REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS, 4. ALL DIMENSIONS ARE TO FACE OF CURB CR EXTERIOR FACE OF BUILUXNG UNLESS OTHERWISE NOTED, 5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS. RAMPS, AND TRUCK DOCKS. 5. ALL CURB RADII SHALL BE 4.0 FEET (TO FACE OF CURB) UNLESS OT14ERMSE NOTED, T, ALL CURB AND GUTTER SHALL BE 8612 UNLESS OTHERWISE NOTED, 8. ME CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS. FLAGGERS AND LIGHTS TO CONTROL ME MOVEMENT GIF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRiA HE MNDOT STANDARDS. CONTRACTOR TO SUBMIT TRAFFIC CONTROL PLAN TO HENNEPIN COUNTY. 9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE MI ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHIICAL ENGINEER. 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11. SITE LIGHTING SHOWN DN PLAN IS FOR REFERENCE ONLY. REFER 10 LIGHTING PLAN PREPARED BY CMERS FOR SITE LIGHTING DETAILS AND PHOTOMERICS. Hy -Vee Parking Lot Painting Specificatiorw I. PAINT TRAFFIC DIRECTION ARROWS, PARKING STRIPES, AND HANDICAP SYMBOLS 'TRAFFIC YELLOW^. Site Legend REVISION ,eFSAr P. -...e r.0 mm - - - A. PROPERTY LINE A2 HANDICAP ACCESSIBLE (MOUNT€O 0FI pROIECTIYE BQLLARpSJ •YWYawre I4YYb4C-yIYMnxvv�Y: Y _ ��gjjpllll1111; 9 I .s - SETBACK LINE 4, BEFORE OF PONT, PANTING SURFACE MUST BE DRY AND FREE FROM --`----- Fes' Q NY -VEE FOOD STORE (84K/200) ■ AREA TCBE PAINTED EY SWEEPING OR COMPRESSED AIR. �a1 TIP OUT CURE AND CUTTER Hy -Vee Parking Lot Painting Specificatiorw I. PAINT TRAFFIC DIRECTION ARROWS, PARKING STRIPES, AND HANDICAP SYMBOLS 'TRAFFIC YELLOW^. Site Legend REVISION ,eFSAr P. -...e r.0 mm - - - - - - PROPERTY LINE A2 HANDICAP ACCESSIBLE (MOUNT€O 0FI pROIECTIYE BQLLARpSJ - LOT LINE 3. PROVIDE FOUNUHY CRADE SILICA SAND THAT MEETS A 50/60 GRADED SANGµNEN TESTED ACCORDING TO ASTM C-138- - SETBACK LINE 4, BEFORE OF PONT, PANTING SURFACE MUST BE DRY AND FREE FROM --`----- EASEMENT LINE EASE,A�LICATON OPRT, GREASE, GL. ON DIMER MATERIAL THAT WOULD REDUCE THE BOND BETWEEN THE PAVEMENT AND PAINT CLEAN THE NY -VEE FOOD STORE (84K/200) CURB AND BUTTER AREA TCBE PAINTED EY SWEEPING OR COMPRESSED AIR. •eeeesesW TIP OUT CURE AND CUTTER HY-VEE GAS (5+4.5I(/20O) 25 SPACES RETAINING WALL 8EE&lL/MJU._(]�&K/WM 42 SPACFS FENCE TOTAL SPACES REQUIRED: 657 SPACES CONCRETE HEAVY DUTY PAVEMENT PARKING PROWDED: 30" X 34' - CONCRETE SIDEWALK HY-VE€ FOOD STORE & REST, HY-VEE G0.5 451 SPALLS (5.0/),000) 31 SPACES (6,9/1.000) HEAW DUTY EITUMINOUS PAVEMENT RETPILI-QM E , -Q 1�1 NORMAL DUTY BITUMINOUS PAWMCNT TOTAL SPACES PROVDEO, 565 SPACES (5.3/I,ow) NUMBER OF PARKING STALLS Q TRANSFORMER BICYCLE PARKING REWIRED: 'TIE' SITE LICH TING BICYCLE PARKING PROVIDED' 15 RACKS 15 RACKS) TRAFFIC STCH HR POWER. POLE ' BOLLARD / POST Site Nates 0 A 4" DOUBLE YELLOW LANE STRIPE (T`1P-) Al 4" SINGLE WHITE LANE STRIPE B 4" YELLOW DIAGONAL STRIPE C MATCH EXISTING CURB & GUTTER D MATCH EXISTING PAVEMENT E MATCH EXISTING CONCRETE (WALK DR DRIVE) FAIR COMPRESSOR MCURB TRANSITION TO FLUSH NSTEPS AND HANDRAIL (SEE ARCH. PLANS) C PLANTED AREA P TRASH ENCLOSURE S MONUMENT SIGN (LOT 3) T MONUMENT SIGN (LOT 2) V TRANSFORMER PAD W PATIO X SCREEN WALL (SEE STRUCTURAL PLANS) Y LOADING DOCKS 2 EXISTING CONCRETE CURB AA EXISTING CONCRETE PAVEMENT AS EXISTING LIGHT AC CASTING SDEWALK AF LIGHT LOCATION AG AMERISTAR MAJESTIC FENCE - MENU BOARD Ai INTERCOM AJHEIGHT CLEARANCE EAR AK FIRE LANE AREA AL BURIED FUEL TANK AN CART CORRALS (BY OWNER) AP BOLLARD LIGHTS AR TRASH RECEPTACLE (BY OWNER) 0.S TRASH/ASN RECEPTACLE AT ELECTRIC CAR CHARGING STATION 1,1 Site Details 1 8612 CURB & GUTTER 2 INTEGRAL CURB & WALK 3 FLUSH CONCRETE SIDEWALK & PAVEMENT 4CONCRETE DRIVEWAY APRON 5 CONCRETE CROSS CUTTER 8 PEDESTRIAN CURB RAMP 7 ACCESSIBLE PEDESTRIAN RAMP (µ1B1 TRUNCATED MIMES) 8 ACCESSIBLE PARKING LOGO, STRIPING. & SIGNAGE 9 CROSS WALK STRIPING (PAINTED WHITE 'MRN SILICA) 10 TRAFFIC ARROW TI PAINTED STOP BAR' 12 PAVEMENT MARKINGS 13PROTECTIVE DOLLARD 15 STANDARD DUTY BITUMINOUS PAVEMENT I6 HEAVY DUTY BITUMINOUS PAVEMENT 17CONCRETE SIDEWALK IS CONCRETE PAVEMENT 19 42ND AVE. PAVEMENT SECTION 20 BB24 CURB 4 GUTTER 21 SVIERVE BIKE RACKS (16 AT GROCERY & 4 AT C -STORE) 24 BEND` I (BY OMER) 26 CONCRETE NEA- DUTY PAVEMENT 27 ORNAMENTAL FENCE 28 LICE SANYA SLS 'MND TURBWE/UGHT Site Development Summary • EXISTING ZONING: CC - CITY CENTER PROPOSED ZONING P -U,0. PARKING SPACES/DRIVE AISLES: TWD WAY AISLE', 22.5' (MIN.) ONE WAY AISLE- TB' (MIN.) 90°PARKING STALLS; 19' 600 PARKING STALLS' 16,5 (MIN.) 2. PAINT SHALL BE LEAD MEE WATERBORNE 111AFFlC AND HIGHWAY MARKING PA IMT UC -7584 YEU.AW AS MANUFACNRED BY DIAMOND YOWL PAINTS GR EQUIVALENT, RE _ FNrr SIZE. CITY PARKING RATIO REQUIREMENT- mom DESIGNANIW A2 HANDICAP ACCESSIBLE (MOUNT€O 0FI pROIECTIYE BQLLARpSJ RETAIL 1 SPACE/200 Sr. (5/1,000) 3. PROVIDE FOUNUHY CRADE SILICA SAND THAT MEETS A 50/60 GRADED SANGµNEN TESTED ACCORDING TO ASTM C-138- RESTAURANT W/ OQUOR C-STORE/GAS STATION 1 SPACE/Sp SF. (20/1,000) 5 SPACES & 1 SPACE/200 S, (5/1,000) 4, BEFORE OF PONT, PANTING SURFACE MUST BE DRY AND FREE FROM OFFICE 3 SPACES & 1 SPACE/300 (3.3/1,000) EASE,A�LICATON OPRT, GREASE, GL. ON DIMER MATERIAL THAT WOULD REDUCE THE BOND BETWEEN THE PAVEMENT AND PAINT CLEAN THE NY -VEE FOOD STORE (84K/200) 420 SPACES AREA TCBE PAINTED EY SWEEPING OR COMPRESSED AIR. HY-VEE REST. W(6K/50)120ES HY-VEE GAS (5+4.5I(/20O) 25 SPACES 5- APPLY PAINT AT LOCATIONS, DIMENSIONS, AND SPACING SHOWN ON M€ PLANS 8EE&lL/MJU._(]�&K/WM 42 SPACFS AND APPLY AT 6. MIX PONT M ACCITS ANCEGALL MANUFACTURER'S IN"' TOTAL SPACES REQUIRED: 657 SPACES 110X5 SF N T THE RATE OF 1}5 SF/GALLON THE ADDITION OF THINNER WILL NOT BE PI;jTMIT1Ep. PARKING PROWDED: 30" X 34' - 7- APPLY SILICA SAND AT 4LBS/GALLON OF PAINT IMMEDIATELY AFTER THE HY-VE€ FOOD STORE & REST, HY-VEE G0.5 451 SPALLS (5.0/),000) 31 SPACES (6,9/1.000) APPLICATION OF PAIN! SILICA BAND SHALL ADHERE TO THE CURED PAINT PRIOR TO FINAL ACCEPTANCE ANO PAYMENT. RETPILI-QM E 83 SPAC (8.6/1.000) TOTAL SPACES PROVDEO, 565 SPACES (5.3/I,ow) D PROTECT ALL MARKINGS FROM DAMAGE UNTL PAINT IS DRY cED Sign Legend BICYCLE PARKING REWIRED: 1 RACK /40 VEHICLE SPACES BICYCLE PARKING PROVIDED' 15 RACKS 15 RACKS) 5.1 STOP SIGN mom DESIGNANIW A2 HANDICAP ACCESSIBLE (MOUNT€O 0FI pROIECTIYE BQLLARpSJ 30" x JOT PH -H 5.3 NO PARKING 12- % 1B- R7 -6M S.1 FIRE LANE 12" N IV R6 -3B S.5 'NEW & EkPEGTING MOTHERS PARKING (AVAILABLE FROM WESIGNSIGN SHOP) 12" K IB" 12" X IR" R7 -6-B 5.6 "NELGQMf TQ HY-VEE" (AVAILABLE FROM NY -OEC SIG1N SHQP) 8" % 10• S7 -THANK YOU FOR SHOPPING AT NY -WE' UNDER STOP SIGN (AVAILABLE FROM NY -VEE SICK 6" X 10" SHOP) 5.8 -CAR-SIBE PICK-UP PARKING ONLY AVAILABLE FROM HY-VEE SIGN SHOP 8" K 10' SS RIGHT LANE MUST IURN RIGHT SIO RIGHT TURN LANE - 30" X 34' - R3-7 R 0' 40' BO' 120' - - 5-11 ONE WAY - 30" K 36" sfi' X 12" 43-5 R RB -I aaJ.sMe e1p1 Prz } 3" W w Tama LZ Z z�3? L WW ane 0T© 2 � �w o 'i LU LLI 9ZZ � T bh�l�e�l eN1ouL �esArsLr Mb 4rM YL� r/ OYM a Psei �+�. - SITE PLAN C3P0 MEMORANDUM W Date: May 22, 2015 Re: New Hope Medical Westwood Stormwater Narrative File 0006227.00 To: City of New Hope/Shingle Creek Watershed From: Ryan Bluhm, P.E. iyan.bluhni(ti".westwoodps.coni Proiect Description Westwood Professional Services 7699 Anagram Drwe Eden Prairie, MN 55344 VA i v 952937-5150 IAN952-937-5822 Irar, I+ 1 1-888-937-5150 -:Mnu wps&mestwaodps.corr wwwxwestwoodps.com The project is located at the southeast corner of the New Hope Hyvee project near 42"d Avenue and Xylon in New Hope. This parcel was a platted lot as apart of the Hy -Vee project that is currently under construction. All stormwater from this lot flows into a proposed underground system to be constructed by Hy -Vee. However, their project did not accommodate the required water quality volume needed for this project. Therefore, a separate water quality burp is required. See the attached stormwater calculations fi-om the Hy -Vee project dated August 25, 2014. Pro osed Site Areas Pervious 18,435 sf 0.42 acres 25.4% Impervious 55,102 sf 1.26 acres 74.6% Total 73,537 sf 1.69 acres Water Ouallity — Infiltration The Shingle Creek Watershed Management Commissions requires that proposed projects infiltrate stormwater from the 1" storm event over all impervious areas. Due to poor D soils onsite, our plan is to use a filtration system. To meet the 60% phosphorus and 85% suspended solids removal the watershed requires the treatment of 1.3" stone event. Our proposed plan is to provide an underground filtration system to provide treatment for the 1.3" storm event. The proposed plan is to use (3) rows of StormTech SC -740 Chamber System. The watershed requires a 48 hour drawdown time. The proposed system will have a 12" outlet that is 4 feet above the bottom of the sandlayer and draintile The following is the storage volume required to provide the volume from the 1.3" runoff: The lot in the southeast corner of the site will not be included in the treatment volume. That site will need to provide its own treatment when developed. rw1M CIYIFSM[FfRn sT. Cf Gun RRAIMENt) Page 2 55,102 SF x 1.3 in x 1$l12in = 5,969CF = 0.137 acre-feet There will be 0.137 acre-feet of storage provided from the 1.5 (IE=911.5) layer of sand We5twO«I and the first 2.5 feet (IE=915.5) of the StormTech system to meet the watershed requirements. See underground system volume calculations at end of report for required volume. Rate Control The proposed site was included in the Hy -Vee calculations for rate control purposes. Erosion Control Best Management Practices (BMP's) will be implemented during construction and as part of the final improvements. Proposed BMP's will minimize erosion and manage sedimentation as required. Silt fence, a rock construction entrance, and sediment filters at storm sewer inlets are some of the erosion control measures proposed. planning > engineering > surveying 23P 22S (new Pond) Subca\ [Reach] on Ljn Retail -lot HyVee HydroCAD Prepared by Westwood Professional Services, Inc. Printed 5/21/2015 H droCAD® 10.00 s/n 03363 O 2012 H droCAD Software Solutions LLC Page 2 Area Listing (selected nodes) Area CN Description (acres) (subcatchment-numbers) 0.580 74 >75% Grass cover, Good, HSG C (22S) 1.150 98 Paved roads w/curbs & sewers, HSC B (22S) 1.730 90 TOTAL AREA HyVee HydroCAD Prepared by Westwood Professional Services, Inc. Printed 5/21/2015 HydroCAD®10.00 s/n 03383 @2012 HydroCAD Software Solutions LLC Page 3 Area Soil (acres) Group Soil Listing (selected nodes) Subcatchment Numbers 0.000 HSG A 1.150 HSG B 22S 0.580 HSG C 22S 0.000 HSG D 0.000 Other 1.7310 TOTAL AREA HyVee HydroCAD Prepared by Westwood Professional Services, Inc. HydroCAD® 10.00 sln 03363 rJ 2012 HydroCAD Software Solutions LLC Printed 5/21/2015 Pace 4 Ground Covers (selected nodes) HSG -A HSG -B HSG -C HSG -D Other Total Ground Subcatchment (acres) (acres) (acres) (acres) (acres) (acres) Cover Numbers 0,000 0.000 0.580 0.000 0.000 0.580 >75% Grass cover, Good 22S 0.000 1.150 0.000 0.000 0.000 1.150 Paved roads wlcurbs & sewers 22S 0.000 1.150 0.580 0.000 0.000 1.730 TOTAL AREA HyVee HydrvCAD Prepared by Westwood Professional Services, Inc. Printed 5/21/2015 HydroCAD@ 10.00 s/n 03363 O 2012 HydroCAD Software Solutions LLC Page 5 Pipe Listing (selected nodes) Line# Node In -Invert Out -Invert Length Slope n Diam/Width Height Inside -Fill Number (feet) (feet) (feet) (ft/ft) (inches) (inches) (inches) 1 23P 915.50 915.00 20.0 0.0250 0.013 12.0 0.0 0.0 HyVee HydroCAD Type 11 24 -hr 1.3" storm Rainfall=1.30" Prepared by Westwood Professional Services, Inc. Printed 5/21/2015 H droCAD® 10.00 s/n 03363 Q2012 H droCAD Software Solutions LLC Pacie 6 Time span=0.00-7200 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR -20 method, UH=SCS, Split Perviousllmperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 22S: Retail -lot Runoff Area=1.730 ac 66.47% Impervious Runoff Depth=0.75" Tc=10.0 rain CN=74198 Runoff=1.79 cfs 0.108 of Pond 23P: (new Pond) Peak Elev=913.05 Storage=0.038 of Inflow=1.79 cfs 0.108 of Outiflow=0.85 ds 0.096 of Total Runoff Area =1.730 ac Runoff Volume= 0.108 of Average Runoff Depth =0.75" 33.53% Pervious= 0.580 ac 66.47% Impervious = 1.150 ac HyVee HydroCAD Type H 24 -hr 1.3" storm Rainfall=1.30" Prepared by Westwood Professional Services, Inc. Printed 5/21/2015 H droCAD®10.00 sin 03363 O 2012 H droCAD Software Solutions LLC Pacie 7 Summary for Subcatchment 22S: Retail -lot Runoff — 1.79 cfs @ 12.01 hrs, Volume= 0.108 af, Depth= 0.75" Runoff by SCS TR -20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 1.3" storm Rainfall=1.30" Area (ac) CN Description 1.150 98 Paved roads w/curbs & sewers, HSG B 0.580 74 >75% Grass cover, Good, HSG C 1.730 90 Weighted Average 0.580 74 33.53% Pervious Area 1.150 98 66.47% Impervious Area Tc Length Slope Velocity Capacity Description min feet ft/ftft/sec cfs 10.0 Direct Entry, Subcatchment 22S: Retail -lot Hydrograph ■ Runo{f 1.79 cfs Type II 24 -hr 1.3" storm Rainfall=1.30" Runoff Area=1.730 ac Runoff Volume=0.108 of Runoff Depth=0.78" 3 1- Tc=10.0 min C N=74198 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) HyVee HydrOCAD Type !! 24 -hr 1.3" storm Rainfall=1.30" Prepared by Westwood Professional Services, Inc. Printed 5/21/2015 H droCADO 10,00 sln 03363 @2012 H droCAD Software Solutions LLC Page 8 Summary for Pond 23P: (new Pond) Inflow Area = 1.730 ac, 66.47% Impervious, Inflow Depth = 0.75" for 1.3" storm event Inflow = 1.79 cfs @ 12.01 hrs, Volume= 0.108 of Outflow = 0.85 cfs @ 12.14 hrs, Volume= 0.096 af, Atten= 53%, Lag= 7.5 min Primary = 0.85 cfs @ 12.14 hrs, Volume= 0.096 of Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 913.05' @ 12.14 hrs Surf.Area= 0.059 ac Storage= 0.038 of Plug -Flow detention time= 120.8 min calculated for 0.096 of (89% of inflow) Center -of -Mass det. time= 65.1 min ( 852.5 - 787.4 ) Volume Invert Avail.Stora a Storage Description #1A 911.50' 0.076 of 34.75'W x 73.641 x 4.50'H Field A 0.264 of Overall - 0.074 of Embedded = 0.190 of x 40.0% Voids #2A 913.00' 0.074 of ADS_StormTech SC -740 x 70 Inside #1 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.121 = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.56'L with 0.44' Overlap Row Length Adjustment= +0.44'x 6.45 sf x 7 rows #3 918.00' 0.087 of Custom Stage Data (Prismatic) Listed below (Recalc) 0.238 of Total Available Storage Storage Group A created with Chamber Wizard Elevation Surf.Area Inc.Store Cum.Store (feet) (acres) (acre-feet) (acre-feet) 918.00 0.100 0.000 0.000 918.50 0.250 0.087 0.087 Device Routinq Invert Outlet Devices #1 Primary 912.00' 6.0" Vert. Orifice/Grate C= 0.600 #2 Primary 915.50' 12.0" Round Culvert L= 20.0' RCP, square edge headwall, Ke= 0.500 Inlet/ Outlet Invert 915.50'/ 915.00' S=0.0250'/' Cc= 0.900 n=0,013, Flow Area= 0.79 sf Primary OutFlow Max=0.85 cfs @ 12.14 hrs HW=913.05' (Free Discharge) L1=OrificelGrate (Orifice Controls 0.85 cfs @ 4.31 fps) 2=Culvert ( Controls 0.00 cfs) HyVee HydroCAD Type 1124 -hr 1.3" storm Rainfall=1.30" Prepared by Westwood Professional Services, Inc. Printed 5/21/2015 H droCAD® 10.00 s/n 03363 @2012 H droCAD Software Solutions LLC Page 9 Pond 23P: (new Pond) - Chamber Wizard Field A Chamber Model = ADS_Stormiech SC -740 Effective Size= 44.6"W x 30.0"H => 6.45 sf x 7.121 = 45.9 cf Overall Size= 51.0"W x 30.0"H x 7.561 with 0.44' Overlap Row Length Adjustment= +0.44'x 6.45 sf x 7 rows 51.0" Wide + 6.0" Spacing = 57.0" C -C Row Spacing 10 Chambers/Row x 7.12' Long +0.44' Raw Adjustment = 71.64' Row Length +12.0" End Stone x 2 = 73.64' Base Length 7 Rows x 51.0" Wide + 6.0" Spacing x 6 + 12.0" Side Stone x 2 = 34.75' Base Width 18.0" Base + 30.0" Chamber Height + 6.0" Cover = 4.50' Field Height 70 Chambers x 45.9 cf +0.44' Row Adjustment x 6.45 sf x 7 Rows = 3,235.7 cf Chamber Storage 11,515.5 cf Field - 3,235.7 cf Chambers = 8,279.8 cf Stone x 40.0% Voids = 3,311.9 cf Stone Storage Chamber Storage + Stone Storage = 6,547.6 cf = 0.150 of Overall Storage Efficiency = 56.9% 70 Chambers 426.5 cy Field 306.7 cy Stone AASAAAAr HyVee HydroCAD Type 1124 -hr 1.3" storm Rainfall= 1. 30 " Prepared by Westwood Professional Services, Inc. Printed 5/21/2015 H droCAD® 10.00 s/n 03363 @2012 H droCAD Software Solutions LLC Page 10 Pond 23P: (new Pond) Hydrograph 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) ■ Inflow 0 Primary STORMWATER ANALYSIS Hy - Vee New Hope, MN Prepared for: Hy -Vee, Inc. 5820 Westown Parkway West Des Moines, Iowa 50266 Phone (515) 267-2800 Prepared Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 Phone (952) 937-5150, Fax (952) 937-5822 August 25, 2014 Project # 0003686 PROJECT DESCRIPTION The project site is located east of Xylon Avenue on County Road 9 at the old Kmart site in New Hope. The existing property is 13.358 acres. The proposed project is a Hy -Vee Food Store, Gas Station and a future retail/office building. Existing and Proposed Site Areas Existing Total 581,872 sf Impervious 514,046 sf Pervious 67,826 sf 13.358 acres 11.801 acres 88.3% 1.557 acres 11.7% Proposed Total 581,872 sf 13.358 acres Impervious 453,603 sf 10.413 acres 78.0% Pervious 128,269 sf 2.945 acres 22.0% EXISTING SITE CONDITIONS The existing site was previous developed. Storm sewer divided the existing site into two areas. A small portion of the south area drains to storm sewer that connected into the city storm sewer on 42nd Avenue North. The majority of the site drained north to storm sewer that drained to a 27" RCP storm sewer that connects to the city's storm sewer in 45`h Avenue North. In large rainfall events the existing site could pond up on the parking lot before the water would leave the site at the driveway entrance on 42nd Avenue North. The eastern portion of the site's overflow was overland to the east. Figure 1 shows the existing site conditions. PROPOSED SITE CONDITIONS The proposed project will continue to have similar drainage patterns of the existing site. There will be a portion of the southwest corder of the site that will connect to storm sewer in 42nd Avenue North. The remainder of the site will drain to storm sewer that will connect to the storm sewer in 45"' Avenue North. There will be a new storm sewer stub in the northeast corner of the site for the connection point. The proposed plan will also include a below ground filtration system to treat 1" of runoff from the impervious service from the Hy -Vee site and gas station (the retail property in the southwest corner will not be included in the filtration system). The overflow of the proposed site will also continue to use the driveway entrance on 42"d Avenue North. The runoff` from the proposed site will be held under the runoff rates of the existing site. Figure 2 shows the proposed site conditions. REGULATORY REQUIREMENTS Shingle Creek watershed will complete the review of the stormwater management design for this project. For a new development, the following rules apply; Water Quality — Infiltration - Removal of 60% of phosphorus and 85% total suspended solids. One inch of runoff from impervious surface onsite. Rate Control - Peak runoff rates may not exceed the existing rates for the 2, 10 and I00 -year critical storm events set forth by NOAA Atlas 14 Volume 8. Erosion Control — Erosion Control plan using Best Management Practices and consistent with the NPDES General Construction Permit. Water Quality - Infiltration The Shingle Creek Watershed Management Commissions requires that proposed projects infiltrate stormwater from the 1" storm event over all impervious areas. Due to poor d soils onsite our plan is to use a filtration system. To meet the 60% phosphorus and 85% suspended solids removal the watershed requires the treatment of 1.3" storm event. Our proposed plan is to provide an underground filtration system to provide treatment for the 1.3" storm event. The proposed plan is to use (3) rows of StormTech MC -4500 Chamber System. The watershed requires a 48 hour draw down time. The proposed system will have a 27"' outlet that is 4 feet above the bottom of the sand layer and draintile The following is the storage volume required to provide the volume from the 1.3'" runoff. The lot in the southeast corner of the site will not be included in the treatment volume. That site will need to provide its own treatment when developed. 405,951 SF x 1.3 in x 1 ft/12in 43,978 CF = 1.010 acre-feet There will be 1.010 acre-feet of storage provided from the 1.5 (IE=906.0) layer of sand and the first 2.5 feet (IE=910.00) of the StormTech system to meet the watershed requirements. See underground system volume calculations at end of report for required volume. Rate Control The following table summarizes the pre -development and post -development runoff rates which do not include parking lot ponding on the existing or proposed site or the below ground filtration system. With the decreased amount of impervious surface the total runoff from the proposed site will be less than existing. Existing Conditions Proposed Conditions Storm Event 2 -Year (2.87") (cfs) 10 -Year (4.29") (cfs) 100 -Year (7.39") (cfs) Total Existing 38.07 59.31 105.00 Proposed Conditions Erosion Control During final design, a SWPPP will be developed and issued to the contractor and owner for their use during construction. The Contractor and owner will apply for a MPCA construction stormwater runoff permit for this site. Storm Event 2 -Year (2.87") (efs) 10 -Year (4.29") (cfs) 100 -Year (7.39") (cfs Total Proposed 35.74 57.24 103.42 Erosion Control During final design, a SWPPP will be developed and issued to the contractor and owner for their use during construction. The Contractor and owner will apply for a MPCA construction stormwater runoff permit for this site. SITE DRAINAGE FIGURES 1p Vol ��..ra..._,....a� � 3 , '° it inns ! �^ t �•� � r F j '�.�—"i'� 4�'q'2S ,G, ,;� f -'s;`i !{. , a , l n e yam. I 6 II / '• t , ... . 'o '� � �' - y f >' ( alp=1Y up \ I dd wt 4116- lop � - rF '�'` tt11 r •--. .��r�. - r a a �3 .[ o�� tj fie.` P/• r, r • - r"� -r.' _. - a iii t —� MI y77";, J" l 17,11 i j .,i 1 I E , S•' � � � ;� 3. A70 r WX l - { ` -L r•�i �� ` ��x � ff� � z' WON enu®ny puyb - - rib j� II II l___ •� 67-11' _ rd_ �'IOU v n EXISTING CONDITIONS HYDROLOGY ANALYSIS Existing Site Subca Reach and Ink HyVee HydroCAD Type 1124 -hr 2 Year Rainfall=2.87' Prepared by Westwood Professional Services, Inc. Printed 7110/2014 H droCADQ 10.00 s/n 03363 @2012 H droCAD Software Solubons LLC Pa e 2 Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR -20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1 E; Existing Site Runoff Area=13.358 ac 88.34% Impervious Runoff Depth=2.32" Tc=15.0 min CIV=95 Runoff=38.07 cfs 2.585 of Total Runoff Area =13.358 ac Runoff Volume = 2.585 of Average Runoff Depth = 2.32" 11.66% Pervious =1.557 ac 88.340/6 Impervious =11.801 ac HyVee HydroCAD Type 1124 -hr 2 year Rainfall=2.87" Prepared by Westwood Professional Services, Inc. Printed 7/10/2014 HydroCADO 10.00 s/n 03363 @2012 HydroCAD Software Solutions LLC Page 3 Summary for Subcatchment 1E: Existing Site Runoff = 38.07 ds @ 12.06 hrs, Volume= 2.585 af, Depth= 2.32" Runoff by SGS TR -20 method, UH=SCS, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 Year Rainfall=2.87" Area ac CIN Description 11.801 98 Paved parking, HSG D 1.557 74 >75% Grass cover. Good. HSG C 13.358 95 Weighted Average 1.557 11.66% Pervious Area 11.801 88.34% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, HyVee HydroCAD Type 1124 -hr 10 Year Rainfall=4.29" Prepared by Westwood Professional Services, Inc. Printed 7/10/2014 H droCAD®10.00 s/n 03363 @2012 H droCAD Software Solutions LLC Page 4 Time span=0,00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR -20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1E: Existing Site Runoff Area=13.358 ac 88.34% Impervious Runoff Depth=3.72" Tc=15.0 min CN=95 Runoff=59.31 cfs 4.138 of Total Runoff Area =13.358 ac Runoff Volume = 4.138 of Average Runoff Depth = 3.72" 11.661% Pervious =1.557 ac 88.34% Impervious = 11,801 ac HyVee HydroCAD Type 1124 -hr 10 Year Rainfall=4.29" Prepared by Westwood Professional Services, Inc. Printed 7/10/2014 H droCAD010.00 s/n 03363 @2012 H droCAD Software Solutions LLC Page 5 Summary for Subcatchment 1E: Existing Site Runoff = 59.31 cfs @ 12.06 hrs, Volume= 4.138 af, Depth= 3.72" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 Year Rainfall=4.29" Area (ac) CN Descriotion 11.801 98 Paved parking, HSG D 1.557 74 >75% Grass cover, Good, HSG C 13.358 95 Weighted Average 1.557 11.66% Pervious Area 11.801 88.34% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.0 Direct Entry, HyVee iHydroCAD Type 1124 -hr 100 Year Rainfall=7.39" Prepared by Westwood Professional Services, Inc, Printed 7/10/2014 HydroCADO 10.00 sln 03363_02012 HydroCAD Software Solutions LLC Page 6 Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR -20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1 E: Existing Site Runoff Area=13.358 ac 88.34% Impervious Runoff Depth=6.79" Tc=15.0 min CN=95 Runoff=105.00 cfs 7.563 of Total Runoff Area =13.358 ac Runoff Volume = 7.563 of Average Runoff Depth = 6.79" 11.66% Pervious =1.557 ac 88.34% Impervious =11.801 ac HyVee HydroCAD Type 1124 -hr 100 Year Rainfall= 7.39 " Prepared by Westwood Professional Services, Inc. Printed 7/10/2014 H droCAD010.00 sin 03363 C2012 H droCAD Software Solutions LLC Pa e 7 Summary for Subcatchment 1E. Existing Site Runoff = 105.00 cfs @ 12.06 hrs, Volume= 7.563 af, Depth= 6.79" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 Year Rainfail=7.39" Area fac) CIV Description 11.801 98 Paved parking, HSG D 1.557 74 >75% Grass cover, Good, HSG C 13.358 95 Weighted Average 1.557 11.66% Pervious Area 11.801 88.34% Impervious Area Tc Length Slope Velocity Capacity Description min feet(ft/ft) ft/sec cfs 15.0 Direct Entry, PROPOSED CONDITIONS HYDROLOGY ANALYSIS Proposed Site Sub4 F each HyVee HydroCAD Type 1124 -hr 2 Year Rainfall=2.87' Prepared by Westwood Professional Services, Inc. Printed 7/10/2014 HydroCAD® 10.00 s/n 03363 @2012 HydroCAD Software Solutions LLC Page 2 Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SGS TR -20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1P: Proposed Site Runoff Area=13.358 ac 77.95% Impervious Runoff Depth=2.13" Tc=15.0 min CN=93 Runoff=35.74 cfs 2.371 of Total Runoff Area =13.358 ac Runoff Volume = 2.371 of Average Runoff Depth = 2.13" 22.05% Pervious = 2.945 ac 77.95% Impervious =10.413 ac HyVee HydroCAD Type 11 24 -hr 2 Year Rainfal1=2.87" Prepared by Westwood Professional Services, Inc. Printed 7/10/2014 HydroCAD®10.00 sln 03363 02012 HydroCAD Software Solutions LLC Page 3 Summary for Subcatchment 1P: Proposed Site Runoff = 35.74 cfs @ 12.07 hrs, Volume= 2.371 af, Depth= 2.13" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 2 Year Rainfall=2.87" Area (ac) CN DescriDtion 10.413 98 Paved parking, HSG D 2.945 74 >75% Grass cover, Good, HSG C 13.358 93 Weighted Average 2.945 22.05% Pervious Area 10.413 77.95% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (fUft)__ (ft/sec) (cfs) 15.0 Direct Entry, HyVee HydroCAD Type /124 -hr 10 Year Rainfall=4.29" Prepared by Westwood Professional Services, Inc. Printed 7/10/2014 HydroCAX) 10.00 sln 03363 © 2012 HydroCAD Software Solutions LLC Page 4 Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR -20 method, IJH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1 P: Proposed Site Runoff Area=13.358 ac 77.95% Impervious Runoff Depth=3.50" Tc=15.0 min CN=93 Runoff=57.24 cfs 3.899 of Total Runoff Area =13.358 ac Runoff Volume = 3.899 of Average Runoff Depth = 3.50" 22.05% Pervious = 2.945 ac 77.95% Impervious =10.413 ac HyVee HydroCAD Type 1124 -hr 10 Year Rainfall=4.29" Prepared by Westwood Professional Services, Inc. Printed 7/1012014 HydroCAD® 10.00 sln 03363 @2012 HydroCAD Software Solutions LLC Page 5 Summary for Subcatchment 1 P: Proposed Site Runoff = 57.24 ds @ 12.06 hrs, Volume= 3.899 af, Depth= 3.50" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 10 Year Rainfall=4.29" Area (ac) CN Description 10.413 98 Paved parking, HSG D 2.945 74 X75% Grass cover, Good, HSG C 13.358 93 Weighted Average 2.945 22.05% Pervious Area 10.413 77.95% Impervious Area Tc Length Slope Velocity Capacity Description min feet(ft/ft) (ft/sec) cfs 15.0 Direct Entry, HyVee HydroCAD Type 1124 -hr 100 Year Rainfall= 7.39 " Prepared by Westwood Professional Services, Inc. Printed 7110/2014 H droCAD®10.00 s/n 03363 @2012 H droCAD Software Solutions LLC Page 6 Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR -20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method 5ubcatchment 1 P: Proposed Site Runoff Area=13.368 ac 77.95% Impervious Runoff Depth=6.56" Tc=15.0 min CN=93 Runoff=103.42 cfs 7.300 of Total Runoff Area =13.358 ac Runoff Volume = 7.300 of Average Runoff Depth = 6.56" 22.05% Pervious = 2.945 ac 77.95% Impervious = 10.413 ac HyVee HydroCAD Type Il 24 -hr 900 Year Rainfall=7.39" Prepared by Westwood Professional Services, Inc. Printed 7/10/2014 H droCADO 10.00 s/n 03363 @2012 H droCAD Software Solutions LLC Pa - e 7 Summary for Subcatchment 1 P: Proposed Site Runoff - 103.42 cfs @ 12.06 hrs, Volume= 7.300 af, Depth= 6.56" Runoff by SCS TR -20 method, UH=SCS, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Type II 24 -hr 100 Year Rainfall=7.39" Area (ac) CN Descriotion 10.413 98 Paved parking, HSG D 2.945 74 X75% Grass cover, Good, HSG C 13.358 93 Weighted Average 2.945 22.05% Pervious Area 10.413 77.95% Impervious Area Tc Length Slope Velocity Capacity Description min feet(ft/ft) ft/sec cfs 15.0 Direct Entry, UNDERGROUND SYSTEM VOLUME CALCULATIONS 17P Underground Filtration System OSubca Reach on Link HyVee HydroCAD Type// 24 -hr 900 Year old Rainfall=6.00" Prepared by Westwood Professional Services, Inc. Printed 8125/2014 HydroCADO 10.00 s/n 03363 @2012 HydroCAD Software Solutions LLC Page 2 Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points Runoff by SCS TR -20 method, UH=SCS Reach routing by Star-Ind+Trans method - Pond routing by Stor-Ind method Pond 17P: Underground Filtration System Peak Elev=0.00' Storage=0 cf Primary --0.00 cfs 0.000 of HyVee HydroCAD Type fl 24 -hr 100 Year old Rainfafl=6.00" Prepared by Westwood Professional Services, Inc. Printed 8125/2014 HydroCAD@ 10.00 s/n 03363 @2012 HydroCAD Software Solutions LLC Page 3 Summary for Pond 17P. Underground Filtration System Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 0.00'@ 0.00 hrs Surf.Area= 0 sf Storage= 0 cf Plug -Flow detention time= (not calculated) Center -of -Mass det. time= (not calculated) Volume Invert Avail.Storage Storage Description #1A 906.00' 31,028 cf 28.50W x 574.64'L x 7.50'H Field A 122,830 cf Overall - 45,260 cf Embedded = 77,570 cf x 40.0% Voids #2A 907.50' 45,260 cf ADS _StormTech MC -4500 +Cap x 423 Inside #1 Effective Size= 90.4"W x 60.0"H => 26.46 sf x 4.031 = 106.5 cf Overall Size= 100.0"W x 60.0"H x 4.33'L with 0.31' Overlap _Cap Storage= +35.7 cf x 2 x 3 rows = 214.2 cf 76,288 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 911.00' 27.0" Vert. Orifice/Grate C= 0.600 Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=0.00' (Free Discharge) L1=OrificelG rate ( Controls 0.00 cfs) HyVee HydroCAD Type If 24 -hr 100 Year old Rainfall -6.00" Prepared by Westwood Professional Services, Inc. Printed 8/25/2014 HydroCAD@)10.00 s]n 03363 @2012 HydroCAD Software Solutions LLC Page 4 Stage -Area -Storage for Pond 17P: Underground Filtration System Elevation Storage feet cubic -feet 906.00 0 906.10 655 906.20 1,310 906.30 1,965 906.40 2,620 906.50 3,275 906.60 3,931 906.70 4,586 906.80 5,241 906.90 5,896 907.00 6,551 907.10 7,206 907.20 7,861 907.30 8,516 907.40 9,171 907.50 9,826 907.60 11,254 907.70 12,678 907.80 14,099 907.90 15,517 908.00 16,931 908.10 18,340 908.20 19,746 908.30 21,146 908.40 22,543 908.50 23,935 908.60 25,321 908.70 26,701 908.80 28,076 908.90 29,444 909.00 30,806 909.10 32,161 909.20 33,509 909.30 34,848 909.40 36,180 909.50 37,504 909.60 38,818 909.70 40,124 909.80 41,420 909.90 42,706 910.00 43,981 910.10 45,246 910.20 46,499 910.30 47,740 910.40 48,969 910.50 50,184 910.60 51,386 910.70 52,573 910.80 53,745 910.90 54,900 911.00 56,039 911.10 57,159 911.20 58,259 911.30 59,339 Elevation Storage (feet) (cuNc4eet) 911.40 60,397 911.50 61,432 911.60 62,440 911.70 63,420 911.80 64,367 911.90 65,276 912.00 66,133 912.10 66,923 912.20 67,660 912.30 68,373 912.40 69,067 912.50 69,737 912.60 70,392 912.70 71,047 912.80 71,702 912.90 72,357 913.00 73,012 913.10 73,667 913.20 74,322 913.30 74,977 913.40 75,633 913.50 76,288 DESIGN & REVIEW COMMITTEE May 14, 2015 Committee: Smith, Svendsen, McKenzie, English The Development Review Team met on May 13, 2015 to consider approval of the North Memorial Health Clinic Final Plat located at 8100 42nd Avenue N. Staff: Sargent, Chirpich, Alger, Axel, Weber, Paschke, Rader, Wolf Consultants: Brixius, Long PLANNING CASE PROJECT: ADDRESS: ZONING: PROPERTY OWNER: APPLICANT: 15-10 North Memorial Health Clinic 8100 42nd Ave N PUD/CC, City Center District Hy -Vee, Inc. Patrick Giordana DESCRIPTION: In the Fall of 2014, the City of New Hope approved a rezoning from CC, City Center District to PUD, Planned Unit Development; a preliminary and final plat; and a PUD Master Site Plan for Anderson Companies to construct a Hy -Vee grocery store and a convenience store with gas sales. The approval included a three lot final plat with Lot 3, Block I being reserved for retail/office use. Patrick Giordana is requesting to develop a 14,740 square foot medical clinic for North Memorial on Lot 3, Block 1, Hy Vee Final Plat. The Development Review Team had the following comments: EXISTING CONDITIONS • The medical clinic would be built on Lot 3, Block 1, the space reserved for retail/office use of • The proposed medical clinic is a permitted use in the CC District COMMENTS • Meets lot areas and setback requirements • Meets green space requirements • Meets parking space requirements, though recommendations regarding curb cuts and landscaping would be made • Consistent with the PUD Master Plan in regards to location and design of sidewalks and crosswalks, though the sidewalk at the front of the building should be extended to connect with the public sidewalk along 42nd Ave (unless an explanation can be provided to show this isn't practical) and crosswalk paving materials must match crosswalks in the balance of the Hy -Vee PUD • Regarding the loading area on the north side of the building: o Applicant must provide a narrative description of the type of deliveries and trucks that will serve the site o Minimum loading area dimensions must be 10 feet wide by 30 feet in length for facilities not served by semi -trucks and trailers. The site plan should reflect these dimensions • The applicant must provide an exterior lighting plan and photometric plan for the site that address the following: o Parking lot light fixtures shall match those of HyVee in fixture design, color and pole height o The lighting plan must meet minimum light intensity requirements for parking lots, building entrances, and sidewalk locations o The building and parking lot fixtures must have a 40 degree cutoff with shielded light source to prevent glare to adjoining streets or properties Landscaping o Should include the landscaping approved with the original PUD. These trees must be included in the number of plantings and installed with the development of this site. The applicant must explain if these original plantings will be installed by others or in conjunction with the site improvements o Must be revised to illustrate the parking lot screening requirement along 42nd Ave outlined earlier o Must provide a snow removal plan and/or snow storage areas associated with site landscaping Building design o 50% of building facade should be primary materials including brick, glass, stone, or architectural precast panels o 30% may consist of EFTS o 10% of facade may be accent materials including architectural metal work o Trash enclosure must be determined adequately sized to accommodate waste and recycling needs and must match principal building materials o The building elevations show a defined bottom, middle and top. Vertical architectural treatments and windows break the long building walls into modules. These elements meet the New Hope Design Guidelines standards. o The building entrance is accentuated with a canopy and extensive windows. This complies with the New Hope Design Guidelines. o The roof design is a flat roof with some variation on the south and west walls. The applicant must identify any rooftop equipment and required screening. o The building and site plan must illustrate the Fire Department connection at an accessible location. • Signs o Applicant must provide detail on sign size and signs must not exceed 10% of building fagade. o Freestanding monument sign designed to meet City standards ■ Sight lines may be blocked by cars, an alternative location south of the building may be more visible The address must be displayed on the side of the building facing 42nd Avenue N The material of the gate must be detailed in the revised plan. ATTACHMENTS: • Application • Plans • Planning Consultant memo dated May 13, 2015 NOTE: REVISED PLAN DEADLINE is Friday, May 22, by 3:00 p.m. Planning Commission, Tuesday, June 2, 7:00 p.m. City Council, Tuesday, June 22, 7:00 p.m. May 13. 2015 Re: Fire Department Preliminary Site Plan Review for North Memorial Health Clinic West Metro Fire -Rescue conducted a preliminary site plan review for the VIfLS I above mentioned building, which will be located at the intersection of 42" d M[TKO Ave North and Xylon Ave North, in. New Hope. The following items that I IR _ RI _SC .LIE are listed below are either comments or requirements per West Metro Fire - DIS I K 1(_1 I Rescue Districts Policies, City Ordnances and the 2007 Minnesota Fire Code and NFPA Standards: S0111pig the Cities of 'C'rystal 1. The Sheet PZ -2 does not show where the address numbers will be •.Vew Nope located. The address numbers shall be located on the main address side o, f the building. ivilh a minimum vf6 inch numbers that are ofa contrasting Color. This building will be have a full lire sprinkler system. The }dans do not indicate where the fire department connection (FDC) will be located. The FDC location shall be approved by the Fire Department. Provide a utrlit-v plan or site plan showing where the FDC.' and Neighbors hydrants will be located The FDC shall be located no more than Sea wing 100 feat /i-orn uivayftorn afire hydrant. Ifa hydrant i.s farther away Neighbors Than 100 feet an additional hydrant will be required. Please note that depending on » here the FDC and hydrant is located afire lune maybe required. Also you will need to be a►vare of landscaping not Mocking hydrants andlor the PDC. 4251 XvIon Ave N_ New Hope, MN 55428 Voice 763.230.7000 Fax 763.230.7029 If you have any questions or concerns feel free to contact Shelby Wolf, Deputy Fire Marshal at (763) 230-7006. Sincerely, Shelby Wolf Deputy Fire Marshal www.west netrofirexoni WEST METRO 1=1R1=AESCUC [DISTRICT MEMORANDUM fl o: Aa m Chirpicl-, New 1 lope: Cxnxnunity Develop noit Specialk Fmin: Shelby Wolf, Deputy Fire Marshal Date: May 27. 2015 Subiat Ncxih N4cnxxiai Holli C[hc at the iitoion of 42"j Ave Nodi and Xy i AN N(xth Serwas the Ciliet q1 &Cq,rlul Aaron -New Hopc West Metro Fire -Rescue conducted a revised plan review of the site plan for the above mentioned building, which will be located at the intersection of X12" d Ave North and Xylon Ave North, New Hope. All but one iter) has been approved. The following, item that is listed below are either comments or requirements per West Metro Tire -Fescue District, City Ordinances and the 2007 Minnesota State Fire Code and NEPA Standards. 1 _ Sheet C5 of 6 Landscaping Plan The plan shows that there will be bushes directly in front of the fire department connection (FDC), There shall be a 5 loot clearance around the FDC. The bushes shall be removed to not obstruct the FDC so there is complete access for firefighters. If you have any questions please feel free to contact me at (76-1) 230- 7006. 425t X)Ji3n .kvc N. Steel by Wol f New I lope, AIN 55428 Voice 763.230.700(1 Deputy Fire Marshal Fax 763.250.7029 Nvcstmetrc)lirezom (3 Stantec May 29, 2015 File: 193800102 Stantec Consulting Services Inc. 2335 Highway 36 West St. Paul MN 55113 Tel: (651) 636-4600 Fax: (651) 636-131 1 Attention: Jeff Sargent Community Development Director City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Reference: North Memorial Health Clinic - Plan Review Dear Jeff, We have reviewed the revised redevelopment plans for North Memorial Health Clinic as submitted by Patrick Giordana on May 22, 2015. Previous comments have either been addressed, or are otherwise shown below. Sheet C3 - Utility Plan 1. Underground Storm Water Treatment System a. Provide drainage and utility easement for underground system. b. Provide additional detail on the maintenance and manhole access to the underground system. c. A maintenance agreement will be required and a sample agreement will be provided by the City. 2. This property is located in the Shingle Creek Watershed and does require a plan review. Send plans and storm water calculations as required. 3. Provide rational sheet storm sewer calculations for all proposed pipes. 4. Please indicate the Emergency Overflow (EOF) for the property. The EOF low point should be set a minimum of 1 foot below the building finished floor elevation. 5. Internal site EOFs should be identified on the grading plan. Sheet C4 - Details 1. Please provide the ADS Proposed Layout sheet that is specific to the proposed storage system and includes the installed system volume as part of the details. Q� May 29, 2015 Mr. Jeff Sargent Page 2 of 2 Sheet C4 - Landscaping Plan 1. Coordinate landscaping along 42nd Avenue North with the Xylon Avenue North Streetscoping plans. 2. Street lights shall be installed along the sidewalk on 42nd Avenue North, and shall be consistent with the streetscaping on Xylon Avenue North, General Comments 1. Provide soil boring information. 2. Provide record plans or as -built drawings following project completion. If you have any questions or require further information please call me at (651) 604-4808. Regards, STANTEC CONSULTING SERVICES INC. '- Christopher Christopher W. Long, P.E. c. Aaron Chirpich, Susan Rader, Bob Paschke, Bernie Weber, Dave Lemke, Shawn Markham, John Blasiak, Jeff Alger, Roger Axel - New Hope; Alan Brixius - NAC Planning; Shelby Wolf - West Metro Fire; Kellie Schlegel, Tyler Johnson, Adam Martinson, Megan Albert, Mark Hanson - Stantec. i v a� � w � 41 'C x QJ o R (; Q QJ G a a � z H rz v u O O OJ 'r O6 M 4 v O m L], a O E i1 r tC d w � th yy x0 e7j of Ca Ca O Ln L zs v b1 C a� v U Qi O S X c cz M u d d V x R CZ a a� RS c o� o U '1:1 . o 'u o ra a o c, ro m .� C7 o a W CdI., 4.R tC t. M ajo i N VLj +'> til .O © •* G N v O l4w LO CD w G�� is �, •� Gfz N "o cu Q R X v v ice -4 T o p U L6 m +� V tC I'D viva o° W v x. e A v n v v m o o p O v c eq 7j a" N R a 1; ° a� U 4-j Q. �] (t U cz c4 GG U 7 O W. j N Itt ON ai o0 tC C]. z o cid .� 'n O W <C C7 a 4Lt U Q v a� � w � 41 'C x QJ o QJ G Ln z H rz O O O O6 M 4 v O }. a O E i1 r tC d w � th yy x0 e7j Ca Ca Ln L zs v a a� v W S X c cz �Ll u d d V x CZ a a� o� o o 'u o ra a o c, ro m .� v o o CdI., tC t. M ajo i N VLj +'> til .O © •* G N v O ami m y GL•� v� G�� o Gfz v "o cu Q cu ice -4 cv p U L6 V tC I'D viva o° U�c4 y A v n v v m o o CITY OF NEW HOPE 4401 XYLON AVENUE NORTH NEW HOPE, HENNEPIN COUNTY, MINNESOTA 55428 PLANNING COMMISSION MINUTES May 5, 2015 City Hall, 7:00 p.m. CALL TO ORDER The New Hope Planning Commission met in regular session pursuant to due call and notice thereof; Chair Svendsen called the meeting to order at 7:00 p.m. ROLL CALL Present: Jim Brinkman, Tom Schmidt, Steve Svendsen, Christopher McKenzie, Wade English, Roger Landy, Bill Smith, Scott Clark Absent: Greg Gehring Also Present: Jeff Sargent, Director of Community Development, Aaron Chirpich, Community Development Specialist, Stacy Woods, Assistant City Attorney, Alan Brixius, Plarming Consultant, Jeff Alger, Community Development Assistant, Emily Becker, Recording Secretary NEW BUSINESS New Planning Commission member, Bill Smith, was officially sworn in by Item 3.1 Recording Secretary Becker. PUBLIC HEARING Planning Case 15-04 Chair Svendsen introduced. Item 4.1, request for a seven foot rear yard Item 4.1 setback variance in order to accommodate the construction of the proposed garage located at 8717 Northwood Parkway, Lawrence and Armella Setten, petitioners. Mr. Aaron Chirpich, Community Development Specialist, explained that Lawrence and Armella Setten are interested in tearing down their existing two car attached garage in order to make room for a new larger attached garage. The reasons the applicant is interested in doing this, Mr. Chirpich clarified, are that the foundation of the current garage is failing, and a larger garage would better meet their storage needs and provide greater mobility for entering and exiting vehicles. The required rear yard setback in the R-1 District is 25 feet. The proposed new garage would have a setback of 18 feet from the rear property line, requiring a seven foot rear yard setback variance. Mr. Chirpich went on to introduce the staff's findings in determining if the property meets Variance Zoning Code Criteria. It was explained that the property is unique in that the lot is a corner lot with the home facing the side lot line. Therefore, the rear yard property line as defined by City Code actually functions as a side yard property line given the orientation of the home. The rear yard abuts a public outlot rather than another private property. This provides a greater separation from the adjacent residential property. These conditions are not created by the property owner. Chirpich stated that the applicant's proposed use has been found reasonable by staff. Attached garages are permitted uses in the R-1 Zoning District. The setback from 25 to 18 feet, Chirpich added, will not alter the essential character of the locality or allow a use not permitted within the R- I Zoning District. The variance will also not impair an adequate supply of light and air to adjacent properties, substantially increase the congestion of the public streets, or increase the danger of fire or public safety, as the outlot towards which the variance is oriented provides significant separation between the proposed garage and the neighboring home to the east. Mr, Chirpich introduced other site issues of the property. The aerial photograph and the submitted surveys illustrate the illegal placement of a fence and two outbuildings within the outlot. These improvements must be moved within the private lot. Additionally, a permit must be obtained to bring the larger outbuilding that encroaches onto City property into compliance with City Code, as there is currently no permit issued, The three outbuildings on the lot will have to be reduced to two or less to be brought to compliance with the requirements of the R-1 Zoning District, which will be made possible to the applicant with the increased size of the garage. Finally, the applicants must identify all outdoor storage items to determine if they are legally permissible under the City Code. Mr. Chirpich stated that during the design review process, it was noted that the curb cut for the existing driveway is wider than the 24' that is allowed by ordinance. The City Engineer has reviewed the site and existing curb conditions and recommended that the existing curb cut be allowed to remain in order to maintain the integrity of the roadway. The City Engineer offered the following comments: 1. The driveway width will be limited to 24' from the street to the property line. 2. The difference in width should be made up in the "wings" that taper from the curb cut edge to the driveway. Mr. Chirpich explained that property owners within 350 feet of parcel were notified by mail and a legal notice was published in the SunPost newspaper. Staff has received some questions regarding the development, but no opposition. The Design and Review Committee met with the applicant on April 16. The committee was in favor of the proposed project and variance, and was excited to see an application for reinvestment in New Hope's single family housing stock. Mr. Chirpich added that Staff is generally in favor of the proposed variance, but offered a summary of both positions due to the general nature of variance requests. Arguments in Favor ■ The site is guided and zoned for residential land use. Single family homes with garages are a permitted use within the zoning district. ■ The Comprehensive Plan promotes private reinvestment in residential neighborhoods and directs the City to provide grater development flexibility in the regulation of single family neighborhoods. ■ The site has physical conditions that are unique to the property Planning Commission Meeting 2 May 5, 2015 that present practical difficulties in the home and garage design. ■ The proposed reduced setback will not change the essential character of the area and will not negatively impact the adjoining properties. Arguments Opposing ■ There is room on the lot to accommodate an expanded garage in a different configuration without a variance. ■ The variance is being driven by the garage design width of 26 feet. The applicant states that the current 22 foot wide garage lacks the width for practical storage or convenient access to automobiles. A 22 foot garage is not an unusual width and can be found throughout the City. Recommendation 1 Staff recommended the following conditions of approval if the Planning Commission agreed with the findings in favor of the variance: 1. if the applicant wishes to have a parking pad along the east side of the property, a revised site plan must be submitted demonstrating required setbacks and surfacing of the parking pad. 2. The applicants must reduce the number of garage and accessory buildings to one attached garage and one outbuilding that meet the City zoning requirements for size and setback. 3. If the outbuilding that encroaches onto City property remains, it must be moved onto private property and meet the proper setbacks. The applicant will also be required to obtain a building permit to bring the building into compliance with the Building Code. g. The existing fence and retaining wall along the east side of the property shall be removed from City property. 5. Except for firewood, all outdoor storage should be moved into the garage and/or remaining outbuilding. Mr. Chirpich expounded that if the variance is not granted, the issues relating to the encroachments, outdoor storage, and number of allowable outbuildings would still be addressed through City ordinance and code enforcement. Chair Svendsen motioned that the applicant come forward to address the Commission. Petitioner Mr. Lawrence Setten, resident of 8717 Northwood Parkway, stepped forward. Mr. Setten clarified that the fence that is currently encroaching on city property was built prior to his occupying the property and would be removed. The retaining wall would also be removed if it posed an issue, but Setten would like to keep it as it prevents erosion of his garden. Mr. Brinkman was concerned about the parking pad on the left of the driveway and questioned if itwould remain and need to be expanded. Mr. Chirpich clarified that it was a condition of approval that the Setten PIanning Commission Meeting 3 May 5, 2015 resubmit a site plan with plans indicating dimensions and location of the parking pad. Commissioner Schmidt questioned if a variance would be needed to construct this parking pad, Mr, Alan Brixius, City Planner, clarified that a setback of three feet is required for recreational equipment and vehicles, and that there would likely be room for a parking pad in the proposed location. Chair Svendsen inquired if the material of the driveway would be replaced with a hard surface such as concrete, as the surface is currently gravel. Mr. Setten replied that the surface would be changed to a hard surface, but it has not yet been decided what type exactly. Chair Svendsen asked if the siding of the garage would be the same as the siding of the house. Mr. Setten explained that it would be a different type of siding but the color would match the siding of the house. Mr. Dean Johnson of Dean Johnson Homes, who has been contracted by Setten for the construction of this garage, asserted that the garage would have LP SmartSide siding with a different lap configuration than the house, and that Setten plans to side the house with this type of siding in the future as well. Mr. Johnson admitted that the calculations of the site plan were off but that a new site plan with the correct dimensions would be submitted. Chair Svendsen inquired if anyone in the audience wished to address the Commission. Being that there was no one else in the audience that wished to speak at the public hearing, he asked for a motion to close the Public Hearing, Motion by Commissioner Landy, seconded by Commissioner Brinkman to close the public hearing. All voted in favor. Motion carried, Motion Motion by Commissioner Landy, seconded by Commissioner Schmidt, to Item 4.1 approve Planning Case 15-04, request for seven foot rear yard setback variance in order to accommodate the construction of the proposed garage located at 8717 Northwood Parkway, Lawrence and Armella Setten, petitioners, subject to the following conditions: 1. If the applicant wishes to have a parking pad along the east side of the property, a revised site plan must be submitted demonstrating required setbacks and surfacing of the parking pad. 2. The applicants must reduce the number of garage and accessory buildings to one attached garage and one outbuilding that meet the City zoning requirements for size and setback. 3. If the outbuilding that encroaches onto City property remains, it must be moved onto private property and meet the proper setbacks. The applicant will also be required to obtain a building permit to bring the building into compliance with the Building Code. 4. The existing fence and retaining wall along the east side of the property shall be removed from City property. 5_ Except for firewood, all outdoor storage should be moved into the garage and/or remaining outbuilding. Planning Commission Meeting 4 May 5, 2015 Voting in favor: Brinkman, Schmidt, Svendsen, Mckenzie, English, Landy, Smith, Clark Voting against: None Absent: Gehring Motion approved 8-0 Chair Svendsen stated that the City Council would consider this planning case at its May 26 meeting. Planning Case 15-05 Chair Svendsen introduced Item 4.2, request to consider a text amendment to Item 4.2 Section 3-50 of the New Hope City Code exempting municipal signs from adhering to provisions outlined by the Sign Code, City of New Hope, petitioner. Mr. Jeff Alger, Community Development Assistant, stated that The Codes and Standards Committee met on March 25, 2015 to review a text amendment proposal to the City's Sign Code in relation to an exemption for city signs. As a part of the Xylan Avenue streetscape improvements, the city intends to construct a freestanding digital sign at Xylon Avenue and 42nd Avenue that will be used to advertise local events. The proposed sign would be located in the City Center zoning district and approximately 24 feet tall. The Code allows one freestanding sign per lot, with a maximum area of 100 square feet for each side, and a maximum height of 12 feet in the City Center zoning district. The Code would need to be amended to allow for the construction of this sign. Such an amendment would also limit restrictions on potential future municipal signage, including signs at city hall, the golf course, the ice arena, the pool, and all city parks. Mr. Alger said that in researching how surrounding cities address municipal signs within their zoning code, it was determined that municipal signage is addressed in one of two manners: 1. Municipal signs are exempt from requiring a permit, but must meet all sign code criteria. 2. Municipal signs are exempt from requiring a permit and from adhering to provisions outlined in the sign code. Mr. Alger explained that The Committee evaluated both options and determined that exempting municipal signage from adhering to provisions outlined in the Code was appropriate. In order to ensure that any sign erected by the city is safe and meets building code requirements, a permit with construction drawings would be required for any permanent signs. Mr. Alger said that in reviewing language related to exemptions within the Code, staff discovered references to an outdated subsection (3-40) within the Code. Ordinance 08-03, subsection 1 was adopted on May 27, 2008, repealing subsection 3-40, which pertained to the Code and derived from Code 5-14-2001. The draft ordinance corrects these references and applies them to the current Code. Mr. Alger concluded that The Committee was in favor of adopting a text Planning Commission Meeting 5 May 5, 2015 amendment to the Code exempting municipal signs from paying permit fees and from adhering to provisions outlined by the Code. Staff recommends approval of the proposed text amendment exempting municipal signs from paying permit fees and from adhering to provisions outlined by the Code and correcting outdated references to subsection 3-40. Chair Svendsen opened the opportunity for questions. Ms. Stacy Woods, Assistant City Attorney, added comments that the amendment must be based on valid time, place and manner restriction. She stated that she needs to do more legal research to conclude that it is a valid exemption, as there may be potential challenges. She asserted that other cities do have similar language in their Codes. She proposed that Section 3-50(d)(2) be amended to read as follows: ©fficial sign means any type of sign described in the definitions herein that is of a public noncommercial nature or municipal purpose, including public notification signs, informational signs, safety signs, traffic signs and direction to public facility signs. Because of this proposed amendment, there was discussion as to whether or not the Commission should go through with the vote. Ms. Woods stated that she had anticipated that the Commission goes through with the vote but that it would be subject to review and confirmation. Mr. Jeff Sargent clarified that the amendment was brought to the PIanning Commission for review because Planning Commission administers signs on a regular basis, and the intent was to get the Commission's input and feedback. He clarified that signs are addressed in the Building Code, not the Zoning Code. He stated that there would likely not be issue with modifying the amendment by the time this case would be brought to City Council on May 26th Svendsen opened the case up to further discussion. Being that there was no further discussion, he opened for a motion. Motion Motion by Commissioner Schmidt, seconded by Commissioner Landy, to Item 4.2 approve Planning Case 15-05, request to consider a text amendment to Section 3-50 of the New Hope City Code exempting municipal signs from adhering to provisions outlined by the Sign Code, City of New Hope, petitioner subject to and including the revisions stated by Assistant City Attorney Woods and subject to review concerning any potential issues before consideration by the City Council. Voting in favor: Brinkman, Schmidt, Svendsen, Mckenzie, English, Landy, Smith, Clark Voting against: None Absent: Gehring Motion approved 8-0 Planning Case 15-06 Chair Svendsen introduced Item 4.3, request to consider a text amendment to Item 4.3 Section 4-20 and 8-16 of the New Hope City Code in relation to the requirements for truck and trailer rentals, City of New Hope, petitioner. Planning Commission Meeting 6 May 5, 2015 Mr. Aaron Chirpich acknowledged that Staff has discovered a conflict between the City's licensing requirements for truck and trailer rental businesses and the New Hope zoning code. The city currently requires a license for the rental of utility trailers and trucks. Such activity is also regulated through the zoning code, specifically in the Community Business District, where vehicle rentals are allowed as part of an auto sales and service business. Language in the licensing section conflicts with the standards found in the zoning code in a variety of ways. Staff would like to clear discrepancies by removing the land use language from the licensing section. The goal is to have the license regulate the activity, and the zoning code work to determine location and performance standards of sites where truck and trailer rentals are permitted. Additionally, Mr. Chirpich explained, staff has discovered that the zoning code does not allow truck and trailer rentals in the Industrial District. Staff is in favor of allowing this as an accessory use to an approved Conditional Use Permit for a self storage facility. Mr. Chirpich said that the Codes and Standards Committee met on March 25, 2015 to review text amendment proposals to the Zoning and Licensing sections of the City Code in relation to the requirements for truck and trailer rentals. The committee was in favor of adopting text amendments that would achieve the following: • Remove the land use language from Section 8-16 which is the business licensing section for the rental of trailers and trucks. • Use the zoning code to determine the location and performance standards of sites where truck and trailer rentals are permitted, • Allow truck and trailer rentals in the Industrial District as an accessory use to an approved Conditional Use Permit for a self storage facility. Mr. Chirpich stated that Staff recommends approval of the proposed text amendments. Chair Svendsen asked for clarification on where trucks would be allowed to park. Mr. Chirpich clarified that trucks do not need to be parked in designated outdoor storage areas, but that they can park anywhere where there is a designated parking area, Mr. Alan Brixius suggested that the term storage in the ordinance amendment may be confusing it be changed to designated display area separate from parking. Svendsen opened the case up to further discussion. Being that there was no further discussion, he opened for a motion. Motion Ms. Woods clarified that because two separate ordinances, Ordinance No. 15 - Item 4.3 06 and Ordinance No, 15-07, were being amended; two motions were needed for Planning Case 15-06. Planning Commission Meeting 7 May 5, 2015 Motion by Commissioner Schmidt, seconded by Commissioner Landy, to approve Planning Case 15-06, request to consider a text amendment to Section 4-20 of the New Hope City Code in relation to the requirements for truck and trailer rentals, City of New Hope, petitioner, changing storage to display areas. Voting in favor: Brinkman, Schmidt, Svendsen, Mckenzie, English, Landy, Smith, Clark Voting against: None Absent: Gehring Motion approved 8-0 Chair Svendsen stated that the City Council would consider this planning case at its May 26 meeting. Motion by Commissioner Schmidt, seconded by Commissioner Landy, to approve Planning Case 15-06, request to consider a text amendment to Section 8-16 of the New Hope City Code in relation to the requirements for truck and trailer rentals, City of New Hope, petitioner. Voting in favor: Brinkman, Schmidt, Svendsen, Mckenzie, English, Landy, Smith, Clark Voting against: None Absent: Gehring Motion approved 8-0 Chair Svendsen stated that the City Council would consider this planning case at its May 26 meeting. Planning Case 15-08 Chair Svendsen introduced Item 4.4, request to consider a text amendment to Item 4.4 Sections 4-2, 4-16, 4-17, and 4-20 of the New Hope City Code to provide for the establishment of taprooms and brewpubs, City of New Hope, petitioner. Mr. Jeff Alger informed the Commission that The City Council discussed a possible amendment to the city's liquor licensing codes to provide for the establishment of taprooms and brewpubs at the April 20, 2015 Work Session. The City Council requested that the Planning Commission examine the business concept from a land use perspective and provide recommendations as to appropriate locations and desired performance standards for regulating these uses. Alger explained the differences between brewpubs, taprooms and production facilities and offered definitions of each to the Planning Commission. Mr. Alger explicated that in order to accommodate the mix of uses allowed by a brewer/taproom license, an amendment to the zoning ordinance is necessary to address the land use issues raised by a proposed facility, Alger stated that some considerations to be made include the combination of commercial and industrial land uses, appropriate locations, production scale, shipping and receiving, parking and access, and ancillary uses. Planning Commission Meeting 8 May 5, 2015 Alger said that such establishments are consistent with the intent and purpose of the city's commercial zoning districts. City staff recommends that brewpubs be listed as permitted uses within both the Commercial Business (CB) and City Center (CC) zoning districts and be held to the same performance standards of restaurants. It is recommended that production breweries with taprooms be listed as a conditional use within the CB and CC or Industrial (I) zoning districts and meet the conditions outlined by the draft ordinance. Alger noted that the proposed conditional use requirements for the CB and CC zoning districts differ from those in the I zoning district.. Chair Svendsen showed concern about Page 4, Section 6-17(f). of the ordinance, which prohibits outdoor dining, drinking and service. He declared that many taprooms have outdoor facilities. Mr. Alan Brixius said that he would modify this section. He explained that he had added this prohibition, as outdoor dining may not work in some industrial sites as it may not be compliant with other industrial uses. He went on that outdoor dining could be allowed, subject to conditions that will set forth performance standards. Chair Svendsen also inquired about restrictions on food trucks, as food trucks often park near similar facilities serving as their foodservice. Mr. Alger Clarified that food trucks must maintain a distance of 100 feet from the entrance of any other permanent food establishment on a separate lot, as measured from the entrance of the building. Commissioner Clark inquired how taprooms and brewpubs would be defined in terms of parking regulations. Mr. Brixius clarified that they would adhere to the same parking regulations as Restaurant/Tavern/Sar & Clubs. Svendsen opened the case up to further discussion. Being that there was no further discussion, he entertained a motion. Motion Motion by Commissioner Schmidt, seconded by Commissioner Brinkman, to Item 4.4 approve Planning Case 15-08, request to consider a text amendment to Sections 4-2, 4-16, 4-17, and 4-20 of the New Hope City Code to provide for the establishment of taprooms and brewpubs, City of New Hope, petitioner, subject to amending Section 4-20(e)(17)(f) to allow outdoor dining and set forth performance standards. Voting in favor, Brinkman, Schmidt, Svendsen, Mckenzie, English, Landy, Smith, Clark Voting against: None Absent: Gehring Motion approved 8-0 Chair Svendsen stated that the City Council would consider this planning case at its May 26 meeting. Planning Commission Meeting 9 May 5, 2015 COMMITTEE REPORTS Design and Review Chair Svendsen stated the Design and Review Committee was held on April Committee 16, 2015 and that the next potential meeting was scheduled for May 14, 2015, Item 5.1 It was stated there was potential for two cases to be reviewed at this meeting, one potential case a variance. Codes and Standards Mr. Jeff Sargent stated that the next Codes and Standards Committee has not Committee yet been scheduled. Item 5.2 NEW BUSINESS No new business. OLD BUSINESS Approval of Minutes Motion by Commissioner Landy, seconded by Commissioner Schmidt, to Item 7.1 approve the Planning Commission minutes of April 7, 2015. All voted in favor. Motion carried. ANNOUNCEMENTS Chair Svendsen once again welcomed Commissioner Smith, and it was decided that Commissioner Smith would serve on the Design and Review Committee and that Commissioner Landy would serve as Floater between the Committees. ADJOURNMENT The Planning Commission meeting was unanimously adjourned at 8:30 p.m. Respectfully submitted, Emily Becker, Recording Secretary Planning Commission Meeting 10 May 5, 2015