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070715 Planning
1. CALL TO ORDER 2. ROLL CALL 3. CONSENT BUSINESS 4. PUBLIC HEARING PLANNING COMMISSION MEETING City Hall, 4401 Xylon Avenue North Tuesday, July 7, 2015 7:00 p.m. 4.1 PC 15-14, request for preliminary site plan review to allow construction of a 48,000 square foot industrial building, 9449 Science Center Drive, John Allen, petitioner. 4.2 PC 15-12, request to consider text amendment to Sections 4-2 and 4-3 of New Hope City Code establishing tree preservation policy, City of New Hope, petitioner. 4.3 PC 15-13, request to consider text amendment establishing governmental, park and open space zoning district and text amendment to Section 3-50 of New Hope City Code adding governmental, park and open space district to Sign Code, City of New Hope, petitioner. 4.4 PC 15-16, request to consider text amendment to Sections 4-2, 4-6, 4-17 and 4-20 of New Hope City Code related to trade school and specialty school definitions and permitted and conditional uses within Community Business, City Center and Industrial districts, City of New Hope, petitioner, 5. COMMITTEE REPORTS 5.1 Design and Review Committee - next tentative meeting scheduled for July 16, 2015, 7:30 a.m. 5.2 Codes and Standards Committee - next meeting? 6. NEW BUSINESS 7. OLD BUSINESS 7.1 Approve June 2, 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: July 7, 2015 Report Date: July 1, 2015 Planning Case: 15-14 Petitioner: John N. Allen Address: 9449 Science Center Drive Project Name: Industrial Equities Project Description: Demolition and removal of all existing site improvements to facilitate the construction of a new 45,000 square foot speculative industrial building. Planning Request: Site Plan Review I. Type of Planning Request A. Site Plan Review Il. Zoning Code References Section 435 Administration — Site Plan Review III. Property Specifications Zoning: I, Industrial District Location: 9449 Science Center Drive Adjacent Land Uses: Industrial to the north, south and east, and Highway 169 to the west. Site Area: 3.52 acres Building Area: 48,000 square feet Planning District: Planning District 3. The city's Comprehensive Plan directs the city to pursue the redevelopment of marginal industrial properties in order to establish sites for new industrial development. IV. Background The applicant, Industrial Equities, is an experienced Twin Cities based developer and owner of several commercial and industrial sites. The applicant proposes to remove all existing site improvements to facilitate the construction of a high quality, single story, multi tenant, 48,000 square foot speculative industrial building that will provide flexible space to meet the needs of many potential tenants. The current industrial building located at 9449 Science Center Road is vacant and distressed. In addition to being functionally obsolete, the building contains large amounts of asbestos. This proposal PIanning Case Report 15-14 Page 1 7/7/15 represents a great opportunity to remove a blighted and deteriorating structure and replace it with a new building. Before making contact with the applicant, staff received inquiries from parties interested in converting the current building into a rental storage facility or "mini storage" warehouse. Removing the building as proposed will insure a better use of the property. Zoning Analysis A. Building Setbacks Required I Proposed j Compliant Front (west) 30 feet 103 feet Yes Street Side Yard (north) 30 feet 92 feet Yes Interior Side Yard 10 feet 40 feet Yes Rear Yard (East) 30 feet 126.5 feet Yes B, Site Plan Requirements 1. Circulation Access Traffic & EmergLency EmergencyVehicle Access The applicant has proposed three primary access points for the site, two from Science Center Drive and one from the Highway 169 Frontage Road. The site plan provides a fire access and turn around at the southeast corner of the building. West Metro Fire has reviewed the turn around and fire access point and is comfortable with the design. Turning movements have been provided on the site plan on the east side of the building in the location of the loading docks. Adequate space has been provided for the circulation of large vehicles in this area. 2. Curbing, Sidewalk & Pavement The parking lot will be paved with a continuous curb around the perimeter and striped accordingly. As requested by the City, soil borings have been provided by the applicant so the City Engineer can better assess the proposed paving design for the site. 3. Pam Parking requirements in the Industrial District are determined by how the space is used in each building. The applicant's total building size is 48,000 square feet. The site plan provides 132 parking stalls where only 88 are required. The applicant has stated that they wish to provide more parking than what is required in order to prepare for the differing needs of potential tenants. The following table illustrates the parking requirements for the proposed building. Planning Case Report 15-14 Page 2 7/7/15 Amount of Proposed Space for Each Use Required Number of Spaces Office 16,800 sq/ft X .9 =15,120 sq/ft 1 per 300 sq/ft = 50 Manufacturing 16,800 sq/ft X.9 =15,120 sq/ft Warehouse 14,400 sq/ft X .9 =12,960 sq/ft 1 per 500 sq/ft = 30 1per 1500 sq/ft = 8 Total Required= 88 Square footages are reduced by 10% to allow for unusable snare_ The stalls are dimensioned at 19 feet by 8 feet 9 inches with drive aisles at 24 feet in width. These dimensions meet City Code requirements. All parking areas meet the required setbacks. The site plan provides five disability parking stalls which meets the requirements for disability parking. The location and width of the proposed curb cuts comply with City Code. However, City Code prohibits grades in excess of 5% for any parking area. The curb cut and driveway at the southwest corner of the site has grades ranging between 8.9% and 14.2%. The driveway entrance must be re-examined to reduce the steep grade of this driveway entering a public street. 4. Loading & Deliveries By ordinance, a 48,000 square foot industrial building is required to provide six loading berths. The site plan shows a loading/delivery area along the east side of the building with 17 loading berths; and one loading /delivery area on the north east part of the building. In review of the loading area, the minimum loading area dimensions must be 10 feet wide by 70 feet in length for at least one loading berth. The site plan shows berths 10 feet wide by 97.5 feet in length. The proposed loading bays meet City Code. 5. Landscaping and Screening - The applicant has provided a landscape plan that includes a variety of 33 canopy trees and understory trees, 160 shrubs, and 98 perennials. All plant species and sizes that are proposed meet City Code. During review, concern was raised regarding some of the proposed trees in the southwest corner of the site, as the proposed location of the trees conflicted with a designated snow storage area. The applicant has revised the site plan by moving the trees to accommodate the need for snow storage. The industrial district allows up to 80% impervious surface coverage. The proposed site plan provides 22% of green space, meeting City Code. The landscaping plan shows thirteen trees that line the boulevards along Science Center Drive and the Highway 169 Frontage Road. These trees will provide screening of the parking areas from the public rights of way. Planning Case Report 15-14 Page 3 7/7/15 The landscape plan shows three American Hackberry and two Northern Red Oak planted within the storm water filtration basin along the south side of the building. Staff raises concern over the location of these trees with regard to proximity to the filtration media and pipe locations. The applicant must provide information that tree growth in this area will not compromise the function of the storm water pond. b. Lighting Plan The applicant's photometric plan shows the location of all exterior lighting proposed with light levels across the lot, The applicant's plan shows wall mounted fixtures on three sides of the building. The fixtures are described as 90 degree cutoff. Two freestanding light poles are proposed along the east parking lot curb. The freestanding light fixtures must also be 90 degree cutoff light fixtures. The pole heights with base shall not exceed 25 feet above ground grade. The applicant must provide cut sheets and lighting details that demonstrate compliance with the aforementioned standards. The City requires a minimum light level of .2 foot candles on parking lots; .5 foot candles on sidewalks; and 5.0 foot candles at building entrances. Review of the photometric plan reveals the following: 1. The light levels at the edge of the parking lot, west of the building, fall to .1 foot candle. While this is below the City standard of .2 foot candles, it only impacts the extreme edge of the parking lot and does not impact the functioning portion of the parking lot. Staff believes that this light level is acceptable. 2. The City established a standard of 5.0 foot candles at building entrances. Building entrances at the north side of the building meet this standard. The entrances on the west side of the building fall below this standard. The lighting plan must be adjusted to provide additional illumination of the west building entrances. 7. Signage The building will have wall signs on its north and west walls. Wall signs may not exceed 10% of the building fagade on which they are located. The applicant is proposing wall signs of a maximum of 100 square feet each, with five tenant wall signs total. The proposed wall signs are in compliance with City Code. The site plan also shows one monument sign proposed for the site. The monument sign meets the City's Code for setbacks and size. The materials and colors proposed for the monument sign match the principle structure, meeting City Code. The applicant has placed address signs on the west and north sides of the building facing both adjoining rights of way per West Metro Fire requirements. Each tenant shall have a suite number at their entrance. Planning Case Report 15-14 Page 4 717115 8. Utility Plan The applicant has submitted a revised utility plan. This plan addresses the following issues raised during the Design Review process; 1. Water service will be a six-inch water main loop around the building and connecting with in-place water mains in Science Center Drive. 2. With the looped water main, the applicant has responded to the Fire Department recommendation of providing four hydrants around the building. 3. The City will require one water meter for the building. The water connection must be split between domestic supply and fire suppression. 4. The sewer connection is provided from Science Center Drive to the north. The utility plan design and details shall be subject to the review and approval of the City Engineer and Public Works. A full report from Stantec regarding utilities is included in the attachments. 9. Grading, Drainage & Erosion Control The site plan shows that storm water will be directed to a filtration basin located on the Southside of the property. The grading plan and storm water design have been reviewed by the City Engineer. A full copy of the City Engineers report is attached. The City Engineer will work with the applicant to ensure that all design requirements detailed in the report are met. 10. Snow Removal and Stora e The applicant has submitted a snow removal and storage plan. Snow will be stored on the southwest side, the southeast side, and the east side of the property. The applicant's site plan devotes an area equal to 10% of the paved area or 7,141 square feet of space to snow storage that does not conflict with parking. This design meets City Code. Additionally, the proposed parking lot exceeds the City's standards by 44 spaces and therefore there should be enough space for excess snow storage in the event that it is needed. The applicant shall remove all snow from the fire access turnaround in the southeast corner of the site. The applicant shall remove snow around all fire hydrants and fire department connection, maintaining a five foot clear area. 11. Fire Department The updated site plan shows a fire department connection located at the northeast corner of the building. Landscaping shall be removed around the connection to create a five foot clear area. Two parking stalls located immediately north of the connection shall be striped "no parking." The applicant has verified the type of sprinkler system that will be installed in the building per the request of West Metro Fire. The site plan shows that the sprinkler system will be an ESFR system. Planning Case Report 15-14 Page 5 7/7/15 West Metro Fire has requested that two lock boxes be installed on the building for emergency responder access. The site plan has been revised to show two lock box locations on the building, one near the front entrance of the building at the northwest corner, and the other near the mechanical room at the southeast corner of the building. A full code review will be conducted by West Metro Fire once full architectural and building plans are available and submitted to the City. 12. Trash Enclosure The site plan reveals that all trash and recycling equipment shall be stored within the building, accessible via a drive-in service door. 13. Design Guideline Compliance The applicant has submitted building plans that show building elevations and a building height of 33 feet. The building height meets City Code. The site plan illustrates the location of roof top equipment along the west and north sides of the building. The site plan indicates that the maximum unit height will be lower than the average parapet height. The building elevations illustrate a variable roof line with parapets ranging from one to four feet in height along the west elevation, and parapets ranging from two to six feet in height along the north elevation. It appears that the rooftop equipment has been strategically located behind the taller parapets except for the third unit from the south wall. The parapets in this area are only one and two feet in height. This unit should be further screened. All rooftop equipment must be painted to match the building. The building architecture complies with the New Hope Design Guidelines in that: I. The building has a defined base, middle and top. 2. Through its exterior materials and wall design, the building is visually divided into distinct modules. 3. The use of windows and entryways provide attractive ground level expression. 4. The variable parapet heights provide the building with visual interest. 5. The applicant has chosen a variety of prefinished concrete, brick, glass, doors, and metal as exterior materials. These materials are consistent with the New Hope Design Guidelines for 'industrial buildings. C. Zoning Code Criteria 1. Site Plan Review Modification of or additions or enlargements to a building, or buildings, accessory site improvements, and/or land features of a parcel of land that result in the need for additional parking or increase the gross floor area of the building by 25 percent or more require site plan review. Planning Case Report 15-14 Page 6 717/15 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 redevelopment of underutilized properties within the city. This proposal is consistent with specific goals of the Comprehensive Plan, calling for the redevelopment of marginal industrial properties within Planning District 3. (b) Consistency with the purposes of this Code. Findin,s. The proposal is generally consistent with the purposes of the City Code and meets all minimum requirements 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. Findings. The property currently contains few landscaping features beyond grass. The proposed plan will introduce a variety of new landscaping elements onto the site improving the overall appearance. No substantial grade changes are being proposed as part of the development. (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 are adequate and will be of a harmonious nature. The building materials and landscaping plan will be complimentary to the surrounding area and improve the overall aesthetic of the site. (e) Creation of a functional and harmonious design for structures and site features. 1. Creation of an internal sense of order for the various functions and buildings on the site and provision of a desirable environment for occupants, visitors, and the general community. Fines Staff finds that the applicant has created a good internal sense of order with the layout 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. Findinss. The landscape plan for the site provides more green space that what is required. The arrangement of landscaping elements compliments the function of the site. Planning Case Report 15-14 Page 7 717115 I 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. Fines Staff finds that the proposed exterior finishes meet the standards of the New Hope Design Guidelines. Staff also finds that the proposed building materials, textures and construction details are 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 practicable, 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 amount of parking provided is more than required. (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. Fines The proposed building will use modern building materials and technologies to maximize energy conservation. The new building will meet all current building code standards that relate to energy efficiency. (g) Protection of adjacent and neighboring properties through reasonable provisions for such matters as surface water drainage, sound and sight buffers, preservation of views, light and air, and those aspects of design, not adequately covered by other regulations, which may have substantial effects on neighboring land uses. Find�in&s. The proposed grading and drainage plan has been reviewed by the City Engineer and will meet all requirements for surface water management. The proposed project will not interfere with the views or limit access to light and air of adjacent properties. D. DesigLi and Review Committee The Design and Review Committee met with the applicant on June 18, 2015. The committee was in favor of the proposed redevelopment. E. Approval 1. Type of Approval a. Site Plan Review - quasi-judicial Planning Case Report 15-14 Page 8 7/7/15 2. Timeline a, Date Application Received: June 12, 2015 b. Date Application Deemed Complete: June 26, 2015 c. End of 60 -Day Decision Period: August 11, 2015 d. End of 120 -Day Decision Period: October 10, 2015 V. Notification Property owners within 350 feet of the parcel were notified by mail and a legal notice was published in the SunPost newspaper on June 25, 2015. Staff has not received any questions regarding the proposal. VI. Summary The applicant proposes to redevelop the site located at 9449 Science Center Drive by removing all existing site improvements and constructing a 48,000 square foot speculative, multi tenant, industrial building. The new building will meet the needs of several prospective tenants given its flexible layout. Staff is excited about the opportunity to replace a vacant and deteriorated building with a new facility that will attract new businesses to New Hope and provide jobs. Staff is especially excited about the visibility of the project from Highway 169. VII. Recommendation Staff recommends that the Planning Commission recommend approval of the Site Plan, with the following conditions of approval: 1. The Applicant shall enter into site improvement agreement with city to ensure the completion of all required improvements. (to be prepared by the City Attorney). 2. The applicant shall enter into a storm water maintenance agreement with the City (to be prepared by the City Attorney). 3. The applicant shall redesign the grading plan to reduce the slop of the southwest driveway and curb cut. The finished driveway slop shall be approved by the City Engineer. 4. The lighting plan shall be revised so that the light levels at building entrances maintain an average of 5.0 foot candles. 5. The applicant shall provide cut sheets and details for all exterior light fixtures to ensure compliance with City Code. 6. The site utility plan shall be subject to review and final approval by the City Engineer and Public Works. 7. The grading, drainage, and storm water management plans shall be subject to review and final approval by the City Engineer. 8. The applicant shall not store snow in the fire access turnaround at the southeast corner of the site. Planning Case Report 15-14 Page 9 7/7/15 9. The applicant shall remove landscaping at the fire department connection and maintain a five foot clear zone. Two parking stalls at the fire department connection shall be striped "no parking" 10. All rooftop equipment shall be painted to match the building and screened from adjoining public rights of way with building parapets. 11. The applicant shall submit a comprehensive sign plan for the site detailing all sign locations and size. 12. The applicant shall provide financial guarantee and performance bond for landscaping and site improvements (amount to be determined by city engineer and building official) Attachments a Application and narrative • Exterior photos of proposed building • Planning consultant memo (7-1-15) West Metro Fire and Rescue memo (6-17-15) City Engineer memo and attachments (7-1-15) • Response memo from applicant's engineer (6-24-15) • Drainage narrative and storm water calculations provided by applicant (6-11-15) • Soil borings provided by applicant (5-18-15) • Revised plan set Planning Case Report 15-14 Page 10 7/7/15 PLANNING APPLICATION TO PLANNING COMMISSION AND CITY COUNCIL City of New Hope, 4401 Xyton Avenue North, New Hope, MN 55428 Case No. S— ► Basic Fee Deposit � 5' .QC) Planning Deadline JUN 12 7015 Receipt No. CM ,14 S z b 10j VZ LV00 Received by Name of Applicant: c�►n �• AlI�, Phone: GIZ - 33 z of`fi Applicant Address V- N'j7"h I4 9) Street Location of property: ggyq SO." Cl-+.! L)/IVL- PID: 0? $-ZI-22-mo/3 Legal Description of Property: ! V � V � %�-� � � f an �.c �f �ovd T7.� �,p(�1 �'iO� TJ�t n w c ��� �rJkr►I j� _ l�a a . Sr�/r OWNER OF RECORD: Name: I_dh54-Vq Address: 3 z l 1s 1- J4r� ihk�ik i�,'n' dI "3 Home Phone: -..--,--Work Phone: 61Z - 3'3?- 0/31 Fax: 6JZ - 33 t -0-24/1 Applicant's nature of Legal or Equitable Interest: Type of Request: (pertaining to what section of City Code) Sb 4f PL PvtV,•.C,,J (q5-� Please outline Description of Request: (use additional pages if necessary) Why Should Request be Granted: (attach narrative to application form if necessary) "Co—DOVIPLANN{NGNISC ITEMS4PIanning W icetion.doc (01.13) Please Outline Description of Request: Applicant's request for construction approval of Office/Warehouse Project. Why Should Request be Granted: Proposed project eliminates a vacant, blighted, and asbestos contaminated building with modern, state-of-the-art office/warehouse facility that will raise tax revenues and create job opportunities. A -� PG U A W r4 dC7 .� v +1 �o n ca r CL4 �ovo O o� H x 3 Q ca Q u w p fl 4- co n 4 u w m = C7 cn Q wa, a u •.ro-j ' 0 w CA LO O PL, c E O in N W 4i i Q x v a -� PG U A W r4 dC7 .� n O o� o0 Q 0 4-1 G o co �O cn wa, a u •.ro-j ' O CA LO a PL, c E .0 tV Q G cco O G aiV i u O QJ m O U) ? u ' U a� u A" O u G v ,O O �. 10a O o o ON m O °� u z r--1 o0 M L E14 o R. O O �.� � o CSI a, cn G ca O a v Gani v td O b f0 i U tl � G u$ O a v a•� G -� PG U A W r4 dC7 .� o G qui �O cn O CA 4J a aiV u O QJ m O U) ? u ' y A" O G v ,O O �. O o o 10 0 m O °� u M L E14 o R. -O� O �.� cn G O a Gani v td O b f0 i � G u$ O a v a•� G *C b' -0 w (U x Lti. G aui °G' >, >, v 4 ^ 41 vo���v 5)(2) uj (C M V 'U aj y V �`n. etl O �aaa'�HH�a�a� C: O u' .mi d -� PG U A W r4 dC7 .� it 4m, . I 1� � �� 1' , I� r ati V rt rH jltf f. fir' AS.'r, C A 1) C0ek!SULT rtN S 1197C. L 1 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 753.231 .2555 Facsimile: 763.231 .2561 planners@naeplanning.com MEMORANDUM TO: FROM: DATE: RE: FILE NO: BACKGROUND Jeff Sargent Alan Brixius July 1, 2015 New Hope Industrial Equities Preliminary Site Plan Review 131.01 15.08 Industrial Equities LLP has submitted an application and site plan for the redevelopment of his property located at 9449 Science Center Drive, legally described as Lot 1, Block 1, Blandell 4th Addition. The request includes the complete removal of a 24,727 square foot building; the parking lot; the curb around the parking lot; and the curb cut. The site plan also calls for the removal and replacement of some of the utilities on site. The new development plans call for the construction of a 48,000 square foot building; 127 parking spaces; three new curb cut locations; 11 truck loading bays; and seven overhead door accesses. ISSUES AND ANALYSIS Zoning. 'T he site is zoned I, Industrial District. The proposed use of office space, manufacturing, and warehousing is a permitted use in the Industrial District. Lot Area/Setbacks. The following table compares the proposed site plan with the lot area and setbacks of the Industrial District: Required Proposed Compliance Lot Area 1 acre 3.515 acres Yes Lot Width 100 feet 375 feet Yes Setbacks (Building): Front Build to Line est 30 feet 103 feet a rox. Yes Street Side Yard North 30 feet 92 feet a rox. Yes , Interior Side Yard South 10 feet 40 feet a rox. Yes Rear Yard East 30 feet 126.5 feet a rox. Yes Green Space. The Industrial District requires 20% of the lot area be maintained as pervious surface. The site plan provides 22% of the lot area as pervious surface. The proposed site plan is in compliance with this requirement. Drainage. The site plan includes a drainage plan that directs stormwater from the roof of the building to the south central part of the property. The drainage plan is subject to further comment by the City Engineer. Parking. The City requires office, manufacturing, and warehousing uses in the Industrial District to provide a minimal amount of parking. The applicant's total building size is 48,000 square feet. The site plan provides 127 parking stalls. The following table illustrates the parking requirements for the proposed site: Proposed Use Required Spaces Office 16,800 SF X.9 = 15,120 = 300 50 Manufacturing 16,800 SF X.9 = 15,200 - 500 30 Warehouse 14,400 SF X.9 = 12,960 T 1,500 = 8 Total Spaces Required 88 Proposed Spaces 127 Compliant Yes The stalls are dimensioned at 19 feet by 8 feet 9 inches with drive aisles at 24 feet in width. This meets the City Code requirements. The parking lot also meets setbacks on all sides. The curb cut location and width all comply with the New Hope Design Guidelines. The City's standards prohibit grades in excess of 5% for any parking area. The curb cut and driveway at the southwest corner of the site has steep grades ranging between 8.9% and 14.2%. The driveway entrance must be re-examined to reduce the steep grade of this driveway entering a public street. Disability Parking. The site plan provides five disability parking stalls which meets the requirements for disability parking. Loading. By ordinance, a 48,000 square foot industrial building is required to provide six loading berths. The site plan shows a loading/delivery area along the east side of the building with 17 loading areas; and one loading/delivery area on the northeast part of the building. In review of the loading area, the minimum loading area dimensions must be 10 feet wide by 70 feet in length for at least one loading berth. The site plan shows 97.5 feet of truck maneuvering which will accommodate large trucks. The proposed loading area design meets City Code. Lighting and Photometric Plan. The applicant's photometric plan shows the location of all exterior lighting proposed with light levels across the lot. The applicant's plan shows wall mounted light fixtures on three sides of the building. The fixtures are 2 described as 90 degree cutoff. Two freestanding light poles are proposed along the east parking lot curb. The freestanding light fixtures must also be 90 degree cutoff light fixtures. The pole heights with base shall not exceed 25 feet above ground grade. The applicant must provide cut sheets and lighting details that demonstrate compliance with the aforementioned standards. The City requires a minimum light level of 0.2 foot candles on parking lots; 0.5 foot candles on sidewalks; and 5.0 foot candles at building entrances. Review of the photometric plan raises the following: The light levels at the edge of the parking lot, west of the building, fall to 0.1 foot candle. While this is below the City standard of 0.2 foot candles, it only impacts the extreme edge of the parking lot and does not impact the functioning portion of the parking lot. Staff believes that this light level is acceptable. 2. The City established a standard of 5.0 foot candles at building entrances. Building entrances at the north side of the building meet this standard. The entrances on the west side of the building fall below this standard. The lighting plan must be adjusted to provide additional illumination of the west building entrance. Utility Plan. The applicant has submitted a revised utility plan. This plan addresses the following issues outlined by the Design and Review Committee: 1. Water service will be a six inch water main loop around the building and connecting with in-place water mains in Science Center Drive. 2. With the looped water main, the applicant has responded to the Fire Department recommendation of providing four hydrants around the building. 3. The City will require one water meter for the building. The water connection must be split between domestic supply and fire suppression. 4. Sewer connection is provided from Science Center Drive to the north. The utility plan design and details shall be subject to the review and approval of the City Engineer and Public Works. Landscaping. The applicant has provided a landscape plan. The landscaping provides a variety of canopy trees, understory trees, shrubs, and perennials as well as grass. All plant species, plant sizes, and locations that are proposed meet City Code standards. All newly landscaped areas shall be irrigated. In the initial review, staff raised concerns with regard to landscaping in snow storage areas. These concerns were properly addressed with the revised landscape plan. The landscape plan shows three American Hackberry and two Northern Red Oak planted within the stormwater filtration basin along the south side of the building. Staff 3 raises concern over the location of these trees with regard to proximity to filtration media and pipe locations. The applicant must provide information that tree growth in this area will not compromise the function of the stormwater pond. Snow Removal 1 Storage. The applicant has submitted a snow removal/storage plan. Snow will be stored on the southwest side, the southeast side, and the east side of the property. The proposed parking lot exceeds the City's standards by 39 spaces and therefore should be enough space for snow storage in the event it's needed. The applicant shall remove all snow from the fire access turnaround in the southeast corner of the site. The applicant shall remove snow around all fire hydrants and fire department connection, maintaining a five foot clear area. Trash Enclosure. The site plan reveals that all trash and recycling equipment shall be stored within the building, accessible via a drive-in service door. Building Design. The applicant has submitted building plans that show building elevations and a building height of 33 feet. The building height meets the City's standards. The site plan illustrates the location of roof top equipment along the west and north sides of the building. The site plan indicates that the maximum unit height will be lower than the average parapet height. The building elevations illustrate a variable roof line with parapets ranging from one to four feet in height along the west elevation, and parapets ranging from two to six feet in height along the north elevation. it appears that the rooftop equipment has been strategically located behind the taller parapets except for the third unit from the south wall. The parapets in this area are only one and two feet in height. This unit should be further screened. All rooftop equipment must be painted to match the building. The building architecture complies with the New Hope Design Guidelines in that: 1. The building has a defined base, middle and top. 2. Through its exterior materials and wall design, the building is visually divided into distinct modules. 3. The use of windows and entryways provide attractive ground level expansion. 4. The variable parapet heights provide the building with visual interest. 5. The applicant has chosen a variety of prefinished concrete, brick, glass windows and doors, and metal overhead doors as exterior materials. These material are consistent with the New Hope Design Guidelines for industrial buildings. Signs. The building will have wall signs on its north and west walls. Wall signs may not exceed 10% of the building facade. The applicant is proposing wall signs of a maximum of 100 square feet each, with five tenant wall signs total. The proposed wall signs are in 4 compliance with City Code. The site also has one monument sign proposed for the site. The monument sign meets City Code for setbacks and square footage per the table below: Code I Pro osed ' Compliant Height 12 feet 10 feet Yes Setback 10 feet 15 feet a rox. " Yes Square Feet i 100 square feet 100 square feet Yes The site plan indicates that the freestanding sign shall be constructed out of materials and colors that match the principal structure. This meets City Code. The applicant has placed address signs on the west and north sides of the building (facing the Highway 169 frontage road) and Science Center Drive. Each tenant shall have a suite number at their entrance. Fire Department Connection. The updated plans show a fire department connection on the building at the northeast corner of the building. Landscaping shall be removed around the fire department connection to create a five foot clear area. Two parking stalls located immediately north of the fire department connection shall be striped "no parking." CONCLUSION AND RECOMMENDATION In review of the plans dated 6110115, revised 6124115 and 6125115, we find that the development application for the redevelopment of the industrial site at 9449 Science Center Drive is consistent with the standards of the New Hope Zoning Code. Based on these findings, we recommend approval of the site and building plans for Industrial Equities LLP for a 48,000 square foot industrial building at 9449 Science Center Drive with the following conditions: The applicant re-examine the grading plan to reduce the slope of the southwest driveway and curb cut. Finished driveway slope shall be approved by the City Engineer. 2. The lighting plan is approved with the following conditions: a. The applicant provide cut sheets and details for all exterior light fixtures. All light fixtures shall be hooded, 90 degree cutoff lights. b. Freestanding lights shall not exceed 25 feet in height, measured from the ground to top of fixture. C. Building mounted fixtures shall not be higher than 15 feet above the ground. 5 d. The light levels at building entrances shall be an average of 5.0 foot candles. 3. The site utility plan shall be subject to review and comments by the City Engineer and Public Works. 4. The site grading, drainage and stormwater management plans shall be subject to review and comment by the City Engineer. The City Engineer shall approve the location and types of plantings within the filtration pond on the south side of the building. 5. All trash handling and recycling equipment shall be stored within the building. 6. The applicant shall not store snow in the fire access turnaround at the southeast corner of the site. The applicant shall remove snow from fire hydrants and the fire department connection location, maintaining a five foot clear space. 7 The applicant shall remove landscaping at the fire department connection and maintain a five foot clear zone. Two parking stalls at the fire department connection shall be striped "no parking." 8. The City approves the comprehensive sign plan for the site including wall sign locations and size per the building elevations, and the freestanding sign location and design per the sign detail on the site plan. The applicant shall be required to obtain a sign permit prior to the installation of any signs. 9. All rooftop equipment shall be painted to match the building and screened from adjoining public rights-of-way with building parapets. 10. Subject to comments of other City staff. r.1 June 17, 2015 Re: Preliminary plan review for a new Speck Warehouse at 9449 Science Center Drive, New Hope MN. WEST MEI -R-0 West Metro Fire -Rescue conducted a pian review on the preliminary site FIRERESCIIE Plan for a warehouse to be located at the above mentioned address. The DISTRICT following items that are listed below are either comments or requirements per West Metro Fire -Rescue Districts Policies, City Ordinances and the 2007 Serving the Cities of Minnesota Fire Code and NFPA Standards: • crystal •Nem Hope 1. The building shall be fully sprinklered with a NFPA 13 system and monitored by a fire alarm system. The site plan sheet A-1 indicates that the fire sprinkler system is for Class III commodity. In the initial meeting we were told there will be an ESFR fire sprinkler system installed in the building. Installing an ESFR system should help in eliminating any potential storage issues in the future. Verify what type of fire sprinkler system will be installed in the speck warehouse. 2. There shall either be a separate 6" water main to the building Neighbors for the fire sprinkler system, or verify that a 6" water main will Serving be sufficient for the domestic and fire sprinkler system. Neighbors Currently looking at the plans it appears that there is just a 4 inch going into the building. The 4 inch water main is in question for both domestic and fire use if there will be sufficient water supply to the building. Provide a revised utility plan showing water main sires and locations. 3. No plans indicate where fire hydrants are located. The fire code requires 5 hydrants, with a fire flow at 4, 570 gpm which will last www.westmetrofire-.com 4 hours. The spacing shall be no more than 300 feet. West Metro Fire -Rescue District Policy states that the fire department 4251 xylon Ave N. connection (FDC) shall be located within 100 feet of the FDC. New flope, AIN 55428 Voice 763.230.7000 Fax 763.230.7029 www.westmetrofire-.com Preliminary Site Plan Review for 9449 Science Center Drive June 17, 2015 Page Two You shall provide 4 fire hydrants at each corner of the parking lot. For exact location please talk with Shelby Wolf, Deputy Fire Marshal. The water mains shall be a looped system around the building to all hydrants. No dead end hydrants. 4. Provide two lock boxes on the building. One lock box in the front of the building, and the other lock box on the back of the building by mechanical room/fire sprinkler access. The fire prevention office can provide you with the lock box order form, and exact location of boxes on the building. 5. Provide address numbers on the north and west side of the building. The numbers shall be of a contrasting color and at minimum be 6 inches. Also all suite numbers or letters shall be labelled on all door on both front and backside of the building. 6. Separate fire sprinkler/alarm permits applications and plan reviews are required as applicable. 7. A full code review will be conducted once we receive a full -set of architectural plans and building permit application. If you have any questions or concerns feel free to contact Shelby Wolf Deputy Fire Marshal at (763) 230-7006. Sincerely, j q .- Shelby Wolf Deputy Fire Marshal (1V Stantec July 1, 2015 File: 193800102 Stantec Consulting Services Inc. 2335 Highway 36 West St. Paul MN 55113 Tei: {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: New Hope Industrial Center (9449 Science Center Drive) Redevelopment - Revised Plan Review Dear Jeff, We have reviewed the revised redevelopment plans for 9449 Science Center Drive as submitted by Industrial Equities on June 24, 2015. Previous comments have either been addressed, or are otherwise shown below. Sheet C1 - Existing Conditions & Removals Plan 1. The plan shows existing storm sewer to be removed on the adjacent property near the southeast corner of the site. The applicant should submit proof of an easement of written permission from the adjacent property owner to perform work on this property to the south. Sheet C2 - Grading, Drainage and Erosion Control Plan 1. The EOF elevation of 901.50 for the filtration basin is higher than the curb elevations on the adjacent property. More detailed elevation information should be provided to show that drainage will not flow onto the parking area to the south. The EOF may need to be lowered or a berm may need to be constructed to direct drainage away from the curb. Sheet C3 - Utiliiy Plan Water Main: a. The proposed westerly water main connecfion should connect to the existing water main stub on the Hwy 169 Frontage Road, just south of Science Center Drive. A 6" gate valve should be installed at the property line. b. Revise the water main note to provide C900 PVC water main, as the notes call out DIP Class 52. Design with community in mind (:S`� July 1, 2015 Mr. Jeff Sargent Page 2 of 3 c. Tracer wire shall be provide on all PVC water main, and a snake pit magnetized tracer box shall be provided at each hydrant location (see attached detail WAT- 11) d. It appears there may be an elevation conflict where the proposed water main will cross the existing sanitary sewer at the easterly entrance off Science Center Drive. The plans should call out a water main offset and the attached City of New Hope Standard Detail (WAT-10) should be added to the plans. e. City standard water main specifications shall be followed and are attached. 2. Sanitary Sewer: a. The sanitary sewer service should connect directly to the existing 9" sanitary sewer pipe, downstream of the existing manhole. The existing sanitary sewer service to the manhole should be removed and the connection to the manhole sealed. b. Sanitary sewer service elevations should be provided at the building and coordinated with mechanical to show that a gravity sewer will be able to serve the building. 3. Storm Sewer: a. The applicant should provide written proof of the ability to install storm sewer on the adjacent property to the south (i.e. written agreement, easement, etc.). Sheet C4.1 & C4.2 - Details 1. Provide additional detail on outlet control structure and orifice shown. 2. The geotechnical report recommends a minimum pavement section of 3" bituminous and 8" aggregate base. The plan only calls for 6" of aggregate base. We recommend the proposed pavement section include at least 8" of aggregate base. 3. Remove detail WAT-8 and replace with the attached detail WAT-11. 4. Bituminous mix for patching on Science Center Drive and 169 Frontage Road shall be the following: Wearing Course - 2" SPWEB440E Base and Binder Course (match existing thickness)-SPNWB430B Storm Water Management Plan Comments 1. Calculations showing a 50% reduction in Total Phosphorus and 807o Total Suspended Solids should be shown to satisfy the City's requirements. 2. Provide the Existing and Proposed HydreoCAD models for the development. 3. Provide design calculations that satisfy the City's requirements for a 10 -year storm event. 4. The north edge of the proposed Al drainage boundary does not appear to be drawn correctly. Please review this and make any necessary corrections. Design with community in mind (3 July 1, 2015 Mr. Jeff Sargent Page 3 of 3 5. A storm water maintenance agreement is required for the filtration basin, outlet control structure, and the sump structures. A sample agreement will be provided by the City. General Comments 1. Submit and apply for all applicable permits, NPDES Construction Storm water, MPCA, MDH, others. 2. Provide record plans oras -built drawings following project completion, as required by engineering. If you have any questions or require further information please call me at (65T)604-4808. Regards, STANTEC CONSULTING SERVICES INC. aAi�� X7 --- Christopher W. Long, P.E. Attachments: City Standard Details -- WAT-10, WAT-11; City Standard Water Main Specifications. 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, Adam Martinson, Ann Dienhart, Megan Albert, Tyler Johnson - Stantec. M ! u' ai06 �I c V 45° Bend Minimum 2" C insulation 6" o c', f 45° Bend JUL a t 2015 Grade Obstruction Water Main —Mech. compacted select granular Megalugs (Typ.) Select granular Copper Clad Steel Tracer Wire 450 Bend #12 AWG NOTE: 1. All fittings shall be fusion bonded epoxy coated ductile iron to meet or exceed ANSI/AWWA C550 and C116/A21.116 requirements. 2. Megalugs will not be allowed on any CIP water main. 3. Select granular will be required between insulation, water main, and obstruction. 4. All bends shall have megalugs with blocking 5. All watermain bolts shall be stainless. 5. Tracer Wire shall be taped to bottom of watermain pipe every 20'. LAST REVISION. Sta ntec WATER MAIN OFFSET W/ MEGALUGS Nov. 2014 PLATE NO. CITY OF NEW HOPE, M N WAT-10 HYDRANT SHALL BE WATEROUS PACER WB -67-250 WITH 16" TRAFFIC SECTION AND EPDXY COATED BASE. WRAP HYDRANT BARREL IN POLYWRAP TO BREAK OFF FLANGE. MINNEAPOLIS THREADS ON HOSE CONNECTIONS. 5' 1 TOP NUT TOP CURB STAINLESS STEEL REQUIRED FOR ALL 31 BOLTS, TIE RODS, 00 AND RESTRAINT ASSEMBLY. GATE VALVE 6" LEAD ADAPTER CONNECT TO MAIN TRACER WIRE TIE ALL JOINTS, INCLUDING SLIP CONNECTIONS, WITH MEGALUGS Stantec JUL 0 1 2015 HYDRANT FLAG AS SPECIFIED CONNECT TRACER WIRE TO SNAKE PIT MAGNETIZED TRACER BOX- CONCRETE/ DRIVEWAY BOX BY COPPERHEAD INDUSTRIES BACKFILL TO BE TAMPED 8" CONCRETE BLOCK 2 CUBIC YARD MIN. 1-1/2" WASHED ROCK. COVER WITH 2 LAYERS OF POLYETHYLENE MIN. V ABOVE WEEP HOLES. tLASTVISION: HYDRANT 2015 PLATE NO. CITY OF NEW HOPE, MN WAT-11 SECTION 33 10 00 JUL o t 2015 WATER UTILITIES PART f GENERAL 1.01 SUMMARY A. Section Includes 1. Water main pipe, hydrants, valves, fittings, and miscellaneous appurtenances. B. Related Sections 1. Section 31 23 00 - Excavation and Fill. 2. Section 33 05 05 - Trenching and Backfilling. 3. Section 33 05 17 - Adjust Miscellaneous Structures. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Bid Items have been provided for Water Main. Measurement and payment will be based upon the units listed below: a. Water Main Pipe: Measurement will be based upon units of lineal feet of pipe installed, as measured along the axis of pipe, without regard to intervening valves or fittings. Water main over depth is considered incidental. Payment at the Bid Unit Price shall include furnishing and installing pipe complete in place as specified. 1) One Tracer wire shall be installed with water main pipe. Installation of the tracer Wire and connection to hydrants shall be considered incidental to this bid item. 2) Magnetized Tracer Boxes installed at hydrant locations for tracer wire are considered incidental to this bid item. b. Gate Valve and Box: Measurement will be based on each Gate Valve and Box installed. Payment at the Bid Unit Price shall include furnishing and installing the Gate Valve and Box complete in place as specified. c. Hydrant: Measurement will be based on units of each Hydrant installed. Payment at the Bid Unit Price shall include furnishing and installing the Hydrant complete in place as specified. d. Ductile Iron Fittings: Measurement shall be based on the AWWA C153 fitting weight in pounds, installed in accordance to the Drawings. Payment at the Bid Unit Price shall include DIP Fitting, poly encasement, coatings, and hardware. e. Extend Hydrant Barrel: Measurement will be per lineal feet of hydrant adjusted by use of a hydrant barrel extension. f. Joint Restraint: No Bid Item has been provided. Joint restraint shall be considered incidental to water main installation with no direct payment made. g. Connect to Existing Water Main: Measurement shall be based on each connection made, payment at the Bid Unit Price shall include all items required to complete the Work. h. Water Main Offset: Measurement shall be based on each offset made. Payment shall include all pipe, fittings, restraints, and materials to complete the offset. i. Insulation - 4" Thick: Measurement will be based on square yards of Insulation at the specified thickness. Payment shall be made at the Bid Unit Price and will include furnishing and installation of the Insulation. 0 2015 Stantec 1 193803110 2. No Bid Items have been provided for steel rodding. Steel rodding shall be considered incidental to water main installation with no direct payment made. 3. No Bid Items have been provided for testing. Testing shall be considered incidental to water main installation with no direct payment made. 4. Tracer Wire: Shall be considered incidental to the Project as described above. 5. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCES A. American Water Works Association (AWWA) 1. C 104 - Cement -Mortar Lining for Ductile -Iron Pipe and Fittings. 2. C105 - Polyethylene Encasement for Ductile -Iron Pipe Systems. 3. C111 - Rubber -Gasket Joints for Ductile Iron Pressure Pipe and Fittings. 4. C 116 - Protective Fusion -Bonded Epoxy Coatings for the Interior and Exterior Surfaces of Ductile -Iron and Gray -Iron Fittings. 5. C153 - Standard for Ductile -Iron Compact Fittings. 6. C502 - Dry -Barrel Fire Hydrant. 7. C504 - Rubber -Seated Butterfly Valves. 8. C515 - Reduced -Wall, Resilient -Seated Gate Valves for Water Supply Service. 9. C550 - Protective Interior Coatings for Valves and Hydrants. 10. C600 - Installation of Ductile -Iron Water Main and Their Appurtenances. 11. C651 - Disinfecting Water Mains. 12. C900 - Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 Inches Through 12 Inches, for Water Transmission and Distribution. 13. C905 - AWWA Standard for Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 14 Inches Through 48 inches, for Water Transmission and Distribution. American Society of Testing and Materials (ASTM) 1. A48 - Gray Iron Castings. 2. A] 26 - Gray Iron Castings for Valves, Flanges, and Pipe Fittings. 3. A307 - Carbon Steel Bolts and Studs, 60,000 -PSI Tensile Strength. 4. A536 - Standard Specification for Ductile iron Castings. 5. A674 - Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for Water or Other Liquids. 6. C578 - Specification for Rigid, Cellular Polystyrene Thermal Insulation. 7. D 1784 - Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (PVC) Compounds. 8. F477 - Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe. 1.04 SUBMITTALS A. Submit Product Data for the following items: T. Pipe, fittings, valves, and hydrants. 2. Joint restraint and corrosion resistant coatings. 3. Tracer wire. 4. Magentized Tracer Box. ® 201.5 Stantec i 938031 10 WATER UTILITIES 33 10 00 1.05 SEQUENCING AND SCHEDULING A. Notify the Uwner a minimum of 72 hours prior to performing Work. At this time, the Contractor is responsible to notify the West Metro Fire Department of the intended shutdown. B. Owner requires a minimum 72 -hour notice for all residential utility interruptions. No residential utility interruptions shall begin prior to 9 a.m. (unless approved by the City otherwise) and maximum service interruption shall be 8 hours. C. It may be required that these utility interruptions occur at night. D. Notify all customers connected to water system to be shut down 72 hours in advance of shut down. E. The Owner must open and close the existing valves for this part of the operation. F. Successfully complete required test and inspections before restoration of surface. PART 2 PRODUCTS 2.01 DUCTILE IRON FITTINGS A. Fittings: AWWA C153/A21.53, Ductile Iron, 250 -psi working pressure, AWWA C11 1/A21.1 latest revision, mechanical joint or push -on: 1. All fitting shall be fusion bonded epoxy coated per ANSI/AWWA C1 16/A21 2.02 POLYVINYL CHLORIDE (PVC) PLASTIC PIPE AND FITTINGS A. General: Pipe shall be made of compounds conforming to ASTM D1784 in accordance With the material requirements of AWWA C900 (4 inch to 12 inch diameter pipe) or AWWA C905 (14 inch to 48 inch diameter pipe). B. Design: Cast-iron pipe equivalent outside diameter with a minimum pressure class (PC) or dimension ratio (DR) as shown on the Drawings. C. Joints: Integral bell with elastomeric gasket joints providing a water -tight seal conforming to ASTM F477. D. Fittings: Conform to Ductile Iron Pipe (DIP) and Fittings specified under this Section. E. Marking: Conform to AWWA C900 and C905. F. Bolt Assemblies. WATER UTILITIES 0 2015 Stantec 193803110 331000 G. Tee -Head Bolts 1. General: Conform to ANSI/AWWA C111/A21.11 2. Fluorocarbon Resin Coating: FluoroKote No. 18(by Metal Coafing Corp.); NSS Industries Cor -Blue bolt coating, or approved equal. 3. No other bolts are approved for use with mechanical joint restraints. H. Stainless Steel Bolts 1. General: Conform to requirements of ASTM F593 and ASTM F594, Alloy Group 1, 2, or 3. 2. Approved only for use as exterior bolts for hydrants and gate valves. 2.03 HYDRANT A. General Requirements: AWWA Standard C502. B. Specified Hydrant: WB -67-250, or approved equal. C. Approved Manufacturer: Waterous Pacer, or approved equal. D. Two 2-1/2 inch hose connections with Minneapolis Threads. E. One 5 inch STORZ steamer connection 1. All hydrants shall be furnished with STORZ connection. The hydrant pumper nozzle shall be of one-piece design, compatible with 5" STORZ hose coupling. The connection shall be an integral part of the fire hydrant and must be furnished by the manufacturer or authorized distributer designated by the manufacturer. STORZ adapters will not be accepted. F. National standard operating nut. G. 5 -inch valve opening. H. 6 -inch mechanical joint pipe connection. I. Break -off flange with breakable rod coupling. J. 8'-0" cover. K. 16 inch high traffic section. L. Nozzle caps attached to hydrant with metal chains. M. Exterior Bolt Assemblies: Conform to Part 2 - Bolt Assemblies. N. Fiberglass Flag: Hydrafinder Hydrant Marker, or approved equal: 1. White fiberglass rod, with 4 red reflective bands without a bulb end. 2. 54 inches long, 3/8 inch diameter. O. Hydrants placed where the ground water table is less than 8 feet below the ground surface shall have the drain holes plugged and shall be equipped with a tag stating the need for pumping after use. 0 2015 Stantec i 193603110 WATER UTILITIES 331000 P. Color: Painted Waterous Enamel No. VI 814-R (Fire Hydrant Red) at the place of manufacture. Q. After installation and testing is complete, the "field coat" of paint shall be applied with a brush. 2.04 HYDRANT EXTENSIONS A. Sections: Match existing hydrant manufacturer and model. 2.05 GATE VALVE AND BOX A. General Requirement: AWWA C515 or C509. B. Non -rising stem (NRS), opening by turning counter clockwise, 2 inches square operating nut. C. O-ring seals. D. Mechanical joint ends conforming to AWWA C111/A21.11. E. Exterior Solt Assemblies: Conform to Part 2 - Balt Assemblies. F. All internal and external surfaces of the valve body and bonnet shall have a fusion bonded epoxy coating complying with ANSI/AWWA C550 and C1 16/A21.16. G. Spray exterior nuts and bolts of valve and restraints using a bituminous coal tar as supplied by the manufacturer. H. Wrap gate valves according to Part 2 - Pipe Encasement. Valve Boxes 1. 3 -piece, ductile iron, screw-type. 2. Adjustable for 7-1/2 foot depth of cover. 3. Valve and box considered as integral units. 4. 5-1/4 inch diameter shafts. 5. "Stay put" type drop covers, "WATER" on top with extended skirts. J. Valve box adaptor to be included with valve box installation. 1. '/ inch steel frame. 2. Powder coated or epoxy coated. 3. 9/ inch bottom rubber gasket. 2.06 JOINT RESTRAINT A. Mechanical Joint Restraint: Not allowed on existing cast iron pipe. 1. Ductile iron conforming to ASTM A536, 2. Working Pressure: Minimum 250 psi. 3. EBAA Iron, Inc. Megalug, Star Pipe Stargrip, or approved equal. 4. Casting body and wedge assemblies coating a. Fusion bonded epoxy per ANSI/AWWA C1 16/A2. B. Tie Rods: 3/4 inch diameter rods stainless steel or fusion bonded epoxy coated. 02015Siontec 1193803110 WATER UTILITIES 33 10 00 2.07 PIPE ENCASEMENT A. Material: Polyethylene film conforming to AWWA Ci05/A21.5 and ASTM A674, tube form. B. Color: Black. C. Film Marking Requirements: Conform to AWWA C105/A21.5 and ASTM A674, including AWWA/ASTM standard, corrosion protection warning and applicable range of nominal pipe diameter size(s) every 2 feet along its length. 2.08 INSULATION A. Polystyrene Insulation: Extruded type conforming to ASTM C578, Type VI, VII, or V. 2.09 TRACER WIRE A. Conform to the applicable requirements of NEMA WC3, WC5, and WC7. B. Shall be Underwriters Laboratories (UL) listed for use in direct burial applications (e.g. USE, UF, or tracer wire). C. Conductor: Minimum No. 10 AWG - Copper Clad Steel Tracer Wire rated to 30 volts. D. Outside Identification: Volts (or V), AWG size, UL and designation (ex. "tracer wire"). E. Magnetized Tracer Boxes: Snake Pit Magnetized Tracer Box, www.copperheadwire.com, or approved equal 1. Concrete/Driveway Box 2.10 CORPORATION STOP A. Conform to the requirements of Section 33 12 12. 2.11 COPPER SERVICE PIPE A. Conform to the requirements of Section 33 12 12. PART 3 EXECUTION 3.01 PREPARATION A. Conform to the requirements of Section 3305 05. 3.02 INSTALLATION OF PIPE A. Install pipe and fittings in accordance with the manufacturer's instructions and with the details shown on the Drawings. B. Permanently support, remove, relocate, or reconstruct existing utility pipes, cables, structures, or other appurtenances when they obstruct the line, grade, or location of the pipe or appurtenance. C. Remove foreign matter or dirt from the inside of pipe. ® 2015 Stantec 193803110 WATER UTILITIES 33 10 00 D. All jointing of mechanical joint pipe and push -on joint pipe in accordance to AWWA C600. E. Outside of the spigot and the inside of the bell, wire brush, wipe clean and dry. Keep pipe ends clean until joints are made. F. Lay and maintain pipe and appurtenances to the alignment, grade, and location shown on the Drawings. No deviation from the Drawing alignment, grade, or location is allowed, unless approved by the Engineer. No pipe shall be laid in water or when the trench conditions are unsuitable for such Work. G. Provide conductivity throughout the water system by use of conductivity strap, except for HDPE and PVC water main pipe where tracer wire shall be used. H. Precautions are to be taken to prevent debris or groundwater from entering the pipe being laid. Installing Fittings 1. General Requirements: AW WA C600. 2. Set and jointing to existing pipe and fittings as specified for cleaning, laying, and joining pipe. 3. Spray exterior ductile iron nuts, bolts, and joint restraint bolts using a bituminous coal tar as supplied by the manufacturer. 4. Wrap fittings with polyethylene film according to Part 2 - Pipe Encasement. 5. Place thrust blocks or tie rods according to City standard details. J. Wrap all ductile iron pipe and fittings according. 1. Only use tape approved for use with pipe encasement. 2. Pipe encasement shall be cut and wrapped around all fittings and valves to fully cover all surfaces. 3. Pipe encasement shall be placed when pipe is clean, prior to lowering pipe into trench. 4. Tape shall be required as needed to secure the pipe encasement. 5. Additional taping or a double layer of pipe encasement shall be required to repair any holes in the pipe encasement. K. Backfilling: Conform to Section 33 05 05. 3.03 INSTALLATION OF HYDRANT A. Location determined by Engineer. A grade stake and location stake will be provided by the Engineer before the hydrant may be set. B. Set on 8 -inch concrete block, or approved equal concrete base. C. Brace according to Drawings. D. After each hydrant has been set, place around the base of the hydrant not less than 1 cubic yard of Class A round washed rock with a minimum diameter of 314 inch. Carefully place 2 layers of polyethylene, minimum 4 mm thickness each, over the rock to prevent backfill material from entering voids in the drain rock. E. Wrap the hydrant assembly with pipe encasement to the bottom of the break off flange. 0 2015 Stantec ; 193803110 33 F. Maintain hydrants in a plumb position during the backfilling operation. G. Attach a fiberglass marker to the hydrant using an existing flange bolt located at the back of the hydrant. H. Fumish 1 additional marker for each hydrant to the Owner. L Repair all scuffed or scratched surfaces with a field coat of paint supplied by manufacturer. 3.04 INSTALLATION OF VALVE A. Set and joint valves to new pipe in the manner as specified for cleaning, laying, and jointing pipe. Location to be determined by the Engineer. B. Valves and boxes shall be supported on an 8 -inch concrete block as shown on the Drawings. C. Maintain valve box centered and plumb over the operating nut of the valve. D. Set top of valve box flush with the existing surface to provide 12 inches of upward adjustment. E. Wrap gate valves with pipe encasement. 3.05 ANCHORAGE A. Restrain all bends and fittings with mechanical joint restraints. B. Provide concrete thrust blocking for all bends, tees, hydrants, and plugs: I. Requirements per Drawings. 2. Block tees, plugs, and hydrants to same requirements as 90 degree bend. 3. All thrust blocking must be poured -in-place concrete. Wood or precast concrete segmental block is not allowed for thrust blocking. 3.06 INSULATION A. Review insulation installation with Engineer 1. Place insulation between water pipe and sanitary pipe when water main or service is within 1 foot above or below the sanitary pipe. 2. Place insulation between storm sewer pipe and water main or water service when pipes are separated by less than 2 feet. 3. Place insulation over water pipe where tie-ins or othe4r conditions limit bury depth to less than specified. 3.07 TRACER WIRE A. Attach to magnetized tracer box per manufacturer's specifications. 1. Seal tracer wire leads and brass wire harness per manufacturer's specifications. B. Splice shall be accomplished by joining the 2 bare ends of the wires with either a copper mechanical split bolt compression fitting or a crimp -type compression sleeve for copper connections. No other connection is allowed. ® 2015 Stantec 193803110 WATER UTILITIES 331000 C. All joined splices and connections shall be fully enclosed using a 3M Brand ScotchfilTM Electrical insulation Putty, or approved equal. The putty shall be fully sealed and bonded on all sides. D. Splices shall not be more frequent than 1 splice per 250 feet. E. Tracer wire shall be laid below all pipe, fittings, and hydrants. 3.08 PIPE CONFLICTS A. Shall apply to any crossings under existing cast iron pipe and any pipe conflicts where a minimum clear separation of 1 foot is not possible. B. Cut the water main beyond the proposed sewer trench wall. C. Remove the abandoned water main and install offset as shown on the Drawings or as encountered during construction. D. All offset piping shall be PVC C900 -DR 18, E. Mechanical joint restraints shall not be allowed on cast iron pipe. 3.09 PROTECTION A. Existing valves and hydrants shall be operated by the Owner, unless under emergency situations. B. Securely plug all water main openings promptly before suspension of Work of any time to prevent earth or other substances from entering the water main. C. Mark valve boxes and structures susceptible to being hit by construction or vehicular traffic. 3.10 FIELD QUALITY CONTROL A. Scope 1. Perform hydrostatic pressure, disinfection, and conductivity tests. 2. The Engineer will observe and verify all tests and visually inspect final Work for compliance. B. Hydrostatic Pressure Test 1. Minimum Test Pressure: 150 psi. 2. Test Duration. 2 hours. 3. Criteria: No drop in pressure allowed. 4. Testing Gauge: Liquid filled, 4-1/2 inches diameter, labeled in 1 -psi increments, such as Ashcroft Model 1082, or approved equal. 5. Test all lines, including hydrant leads, water services, and stubs. C. Disinfection 1. General Requirement: AWWA C651 - Disinfecting Water Mains (Tablet Method). 2. Place hypochlorite tablets in each section of pipe and all appurtenances. a. Attach tablets to top of pipe with a food grade adhesive, such as denture grip. WATER UTILITIES 02015 Stantec 1193803110 33 10 00 b. The estimated number of tablets required per 20 foot length of pipe based on 3-114 grain available chlorine per tablet is as follows: Diameter No. of Tablets 1) 4 Inches 2) 6lnches 2 3) 8Inches 3 c. Contractor shall use a Project specific number of tablets to disinfect water main for 24 hours with at least 50 ppm available chlorine, with a residual of at least 10 ppm throughout the length of the main at the end of the 24-hour period. 3. Fill main with water at a velocity of less than 1 foot per second if tablet method is used. 4. Flushing by the Contractor may begin after the chlorinated water has been allowed to disinfect the new pipe for 24 hours. Contractor shall schedule flushing with the Owner at least 24 hours in advance. 5. Atter final flushing and before new water main is connected to the distribution system, two consecutive sets of passing test samples, taken at least 24 hours apart, shall be collected from the new main. Follow Minnesota Department of Health standards. 6. At least 1 set of bacteria test samples is required for every 1,200 feet of water main installed, plus one set from the end of the line and at lest one set from each main lateral branch. Bacteria test to be performed by the Contractor and tested by the Contractor. D. Continuity Test (PVC) 1. Test to be completed on the tracer wire after installation of all Project utilities. 2. Fill all lines prior to the test. 3. Test all lines including hydrant leads, water services, and stubs. 4. Test: Physically locate all pipes with use of an electronic utility locating device such as a "Metrotech". a. Completing a low voltage circuit with the use of a suitable voltage source and meter to ensure continuity of the tracer wire will be allowed at the discretion of the Engineer. END OF SECTION WATER UTILITIES ®2015 Siantec 193803110 33 10 00 June 24, 2015 9449 SCIENCE CENTER DRIVE REDEVELOPMENT Re: Stantec Consulting Services, Inc, review letter dated June 17, 2015 6776 Lake Drive, Suite 110 Lino Lakes, MN 55014 office 651-361-8210 Fax 651-361-8701 www.plowe.com The following are responses to the review comments for engineering related items: Sheet A-1 — Site PIan L The standard concrete commercial driveway apron detail has been added to the plans Sheet C 1 — Existing conditions & Removals Plan 1. The storm sewer in the southeast corner of the property to be removed and bulkheaded at the property line has been noted on the plans Sheet C2 — Grading, drainage and Erosion Control Plan 1. The EOF for the filtration basin as shown on the plan at elevation 901.5 is consistent with the existing EOF location and elevation. The proposed pond will reduce the existing frequency of an overflow occurring. The route of the existing and proposed overflow path will have minimal encroachment if any on the existing parking lot but will drain into the existing pond. Sheet C3 — Utili1y Plan 1. Water Main a. A new 6 "diameter water main is proposed to serve the building. Two connections to the existing water main in Science Center Drive is proposed. b. The new water main looping around the building has been added to the plan c. The water main connections to existing water main will not include a wet tap. d. A note has been added to the plan for coordination with Public Works for water main connections e. C900 FVC water main is proposed 2. Sanitary Sewer a. A new sanitary sewer service is proposed from the existing manhole to the building b. The sanitary sewer pipe connection to the manhole includes a boot c. An estimate elevation of the sanitary sewer at the building has been added to the plan based on the existing sanitary sewer information we have available 3. Storm Sewer a. The owner is working to provide proof of the ability to install/replace the storm sewer pipe on the adjacent property. Page 2 of 2 June 24, 2015 Stantec Plan Review Sheet C4 --- Details 1. Standard details have been received and added to the plans Storm Water Management Plan Comments 1. Based on existing site conditions vs. proposed site conditions there will be no increase in storm water runoff, TSS, and TP. The existing developed property has no rate control or water quality treatment. The proposed re -development includes rate control and water quality treatment per the current storm water management rules. 2. The proposed ponding provides the required volume and rate control 3. The existing conditions model should have been provided with the initial submittal. One is included with our re -submittal 4. Storm sewer design calculations will be provided for the 10 year rainfall event if they are not completed in time for our June 26"' re -submittal. 5. The peak elevation in the proposed pond is 598.89 for 2.5" rainfall event. The outlet elevation (excluding the dram tile) is 899.70. Therefore the pond provides the water quality treatment volume required for 2.5" rainfall event. 6. A storm water maintenance agreement will be executed for the storm water manage features. General Comments 1. All permits required are to be applied for 2. Record plans will be provided as required by engineering 3. Soil boring information is being provided Sincer y, 611'714-� Charles W. Plowe, PE PLOWE ENGINEERING, INC. 151555 NEW HOPE COMMERCIAL Site Drainage Narrative and Calculations Date: June 11, 2015 This project consists of the re -development of the property at 9449 Science Center Drive in New Hope, Minnesota. NOTE: NOAA Atlas 14 rainfall data is used for this drainage report: 2 -year 2.80 -in 10 -year 4.17 -in 100 -year 7.26 -in Existing Conditions The existing site is 3.52 acres in size and has an existing building (24,696 sq. ft.) with bituminous parking and driveways. The existing site consists of approximately 87,250 sq. ft. of impervious surface. Most of the site which includes significant impervious surface area drains to an existing storm sewer at the south property line. The storm sewer discharges into an existing pond on the south adjacent property. The existing pond outlets into existing storm sewer in the Hwy 169 service road. The southeast porton of the site drains southeast to another existing pond. The remainder of the site drains directly to Science Center Drive and Hwy 169 service road. Proposed Conditions Approximately 121,135 sq. ft. of impervious is proposed with the new building and bituminous areas. Most of the proposed site (approximately 77%) will drain to a new pond/infiltration basin along the south side of the site. The proposed basin will drain from the new basin to the existing pond on the adjacent property via a new outlet control structure. The proposed basin will provide infiltration and rate control. A small area on the east side will drain directly to the east and south. The remainder of the site will drain directly to Science Center Drive and Hwy 169 service road ROW. Volume requirement for 1" rainfall event: Proposed new Impervious Surface = 121,135 sq. ft. 121,135 x 1/12 = 10,094 cu. ft. total required volume Infiltration volume provided = 12,038 cu. ft. (up to elevation 899.7 RA�OMPARISON The following table includes the rate comparison for 2 -year, 10 -year and 100 -year events. Any increase at a specific point must be limited and cause no adverse down -gradient impact. The aggregate rate control is met: AGGREGATE 2 -YEAR CFS 10 -YEAR CFS 100 -YEAR CFS EXISTING 6.00 10.01 20.22 PROPOSED 1.36 1.99 11.15 Page 2 of 2 June 11, 2015 NEW HOPE COMMERCIAL Rate comparison for point discharge at south side of site where majority of runoff for both existing and proposed is directed: RUNOFF TO EXISTING ADJACENT POND 2 -YEAR CFS 10 -YEAR 100 -YEAR CFS CFS EXISTING AREA E2 4.83 7.55 13.99 PROPOSED (BASIN iP1) 1.12 1.84 10.78 Preliminary Geotechnical Report: Proposed Office/Warehouse Highway 169 & Science Center Drive New Hope, Minnesota Prepared for: Mr. John Allen Industrial Equities, LLP May 15, 2015 7781.15.MNS NI I N N E S 0 T A 1 0 W A W I S C O N S I N Chosen Valley Testing, Inc. Geotechnical Engineering and Testing • 311 s' Avenue S • Rice, MN 56367 • Telephone (320) 393-3306 Fax (320) 393-3309 John Allen Industrial Equities, LLP 321 First Avenue North Minneapolis, MN 55401 JNAna,olg�s@Gmail.com malleo _,industrialeauities.com Re: Preliminary Geotechnical Evaluation Services Proposed Office/Warehouse Highway 169 and Science Center Drive New Hope, Minnesota CVT Number: 7811.15.MNS Dear Mr. Allen: May 15, 2015 As requested, we have completed the preliminary geotechnical engineering services for the proposed facility in New Hope, MN. The brief report summarizes our findings and analyses. Summary of Findings Four of the borings were drilled in paved areas and the two southeastern borings were drilled in green areas. Beneath the paving materials, the three east borings encountered brown to dark brown fill materials to depths of about 3 to 6 feet. The two locations with the shallowest fill (the two southeastern borings) met additional black clays to a depth of about 5 or 5 '/z feet, which appeared to be fill materials but which might be topsoil buried beneath the fill. The soils beneath the paving materials, topsoil and fill were dominated by glacial sandy clays. At some locations, the materials included clayey sands. At the southeastern boring, a layer of clean, poorly graded sand was observed between the glacial clays and the black clayey fill/buried topsoil. Water was not observed in any of the borings and none of the samples appeared to be overly wet. Water levels at the site are expected to fluctuate similar to levels in nearby creeks and rivers, as well as with local weather patterns. Preliminary Analysis For typical site development, any paving materials, fill or topsoil should be removed from below all foundation and slab areas. At the locations explored, the depth of these materials ranged from about 1 1/z feet on the west side of the site to about 6 feet on the east side. M I N N E S O T A I O W A W I S C O N S I N Industrial Equities Science Center Drive Site Proposal: 7811.15.MNS May 15, 2015 Page 2 The excavated materials are not considered suitable for reuse as structural fill. For ease in compaction, we recommend using clean, imported sands or gravels as replacement fill. The in-place soils below the topsoil tended to be rather stiff. In our opinion foundations on these materials or suitable compacted fill placed over these soils can likely designed for bearing pressures in the range of 3,000 psf to 4,000 psf. Further design information would be required to properly evaluate settlement and bearing capacity. Remarks We appreciate the opportunity to serve you. The attached report provides more details of our finding and analysis. If you have any questions about our report, please feel free to contact us at (507) 281-0968. Sincerely, Chosen Valley Testing, Inc. 114-�'L I;L-- Mike Heiman, EIT Project Engineer U.%�a' Colby T. Verdegan, PE President/Sr. Geotechnical Engineer N 1 N N E S 0T ?= I 0 W A W I S C O N S I N TABLE OF CONTENT i A. INTRODUCTION................................................................................................................................................Z A.I. PURPOSE..............................................................................................................................................................2 I iA.2. SCOPE..................................................................................................................................................................2 A.3. BORING LOCATIONS AND ELEVATIONS ................. A.4. GEOLOGIC BACKGROUND........................................................................................................................................2 B. SUBSURFACE DATA.......................................................................................................................... .3 B.I. STRATIFICATION....................................................................................................................................................3 B.2. PENETRATION TEST RESULTS....................................................................................................................................4 B.3. GROUNDWATER DATA............................................................................................................................................4 C. DESIGN INFORMATION.....................................................................................................................................5 D. ANALYSIS.................................................................. D.Z. GENERAL CONSTRUCTION AND BUILDING SUPPORT......................................................................................................5 D.2. PAVEMENT............................................................................................................................................................5 D.3. UTILITY RECOMMENDATIONS....................................................................................................................................6 I 0.4. SUPPLEMENTAL EXPLORATION AND ANALYSIS ................. E, LEVEL OF CARE..................................................................................................................................................6 F. CERTIFICATION..................................................................................................................................................6 APPENDIX............................................................... BORING LOCATION SKETCH LOG OF BORING # 1-6 LEGEND TO SOIL DESCRIPTION M I N N E S O T A I O W A W I S C O N S I N INDUSTRIAL EQUITIES PROJECT#; 7781.1 S.MNS Preliminary Geotechnical Evaluation Proposed Office/Warehouse Highway 169 & Science Center Drive New Hope, Minnesota CVT Project Number: 7811.15.-NINS Date: May 15, 2015 A. Introduction MAY 1 5, 2015 PACE -2 The intent of this report is to present our results to the client in the same logical sequence that led us to arrive at the opinions and recommendations expressed. Since our services must often be completed before the design, assumptions are sometimes needed to prepare a proper evaluation and to analyze the data. A complete and thorough review of this entire document, including the assumptions and the appendices, should be undertaken immediately upon receipt. A.I. Puu ose This report was prepared for the proposed building in New Hope, MN. Our services were authorized by Mr. John Allen of Industrial Equities, LLP. A.2. Scone To obtain data for analysis, a total of six penetration test borings were performed for the proposed development. Four borings were drilled to depths of about 20 feet, and two were drilled to a depth of 10 feet. Our engineering scope consisted of providing preliminary geotechnical recommendations for developing the site. A.3. Borine Locations and Elevations The boring locations were indicated to Chosen Valley Testing (CVT) on a site plan provided by Industrial Equities. The Boring Location Sketch in the Appendix shows the approximate boring locations as drilled. Ground surface elevations were estimated using a hand level. The entrance slab of the existing building was used as an elevation reference. A.4. Geologic Background A geotechnical report is based on subsurface data collected for the specific structure or problem. Available geologic data from the region can help interpretation of the data and is briefly summarized in this section. Geologic maps suggest that the natural soils in the area are primarily clayey glacial deposits. The maps indicate filling and grading has taken placed. Organic deposits were mapped southeast of the site. M I N N E S 0 T A. 1 0 W A W I S C O N S I N INDUSTRIAL EQLPi,TIF F ROJE.CT #. 77I31,15.MN.S B. Subsurface Data MAY 15, 2015 PAGE -3 Methods: The borings were performed using penetration test procedures (Method of Test D1586 of the American Society for Testing and Materials). This procedure allows for the extraction of intact soil specimen from deep in the ground. With this method, a hollow -stem auger is drilled to the desired sampling depth. A 24nch OD sampling tube is then screwed onto the end of a sampling rod, inserted through the hole in the auger's tip, and then driven into the soil with a 140 -pound hammer dropped repeatedly from a height of 30 inches above the sampling rod. The sampler is driven 18 -inches into the soil, unless the material is too hard. The samples are generally taken at 2'f to 5 -foot intervals. The core of soil obtained is classified and logged by the driller and a representative portion is then sealed in a jar and delivered to the soils engineer for review. IB.1. 5tratifir- tit ion Most of the borings were drilled in paved areas and met about 6 to 10 inches of bituminous over about 6 to 12 inches of aggregate base. The two southeastern borings were drilled in green areas and met less than 1 foot of topsoil. Beneath the paving materials, the three east borings (B-1, B-4 and B-6) encountered brown to dark brown fill materials to depths of about 3 to 6 feet. The two southeastern borings met additional black clays to a depth of about 5 or 5 %2 feet, which appeared to be fill materials but which might be topsoil buried beneath the fill. The soils beneath the paving materials, topsoil and fill were dominated by glacial sandy clays. At some locations, the materials included clayey sands. At the southeastern boring (Boring B-6) a layer of clean, poorly graded sand was observed between the glacial clays and the black clayey fill/buried topsoil. For the reader's convenience, the boring data have been summarized in the following cross section. For more detailed information, please refer to the Log of Boring sheets in the Appendix. M I N N E S O T A I O W A W I S C O N S I I N INDUSTRIAL EQUITIES MAY 15, 2015 II PROJECT #: 7781.15.MNS PAGE - 4 I ' 100 ® Paving Mat'I 95 f® Clay Topsoil 90 Fill [ O 85 ® Clay Topsoil W R 80 Clayey Sand CL a ® Sandy Clay 75 ❑ Below Boring 70 B-5 B-2 B-3 B-1 B-4 B-6 Boring Number B.2. Penetration Test Results The number of blows needed for the hammer to advance the penetration test sampler is an indicator of soil characteristics. The number of blows to advance the sampler 1 foot is called the penetration resistance or "N" -value. The results tend to be more meaningful for natural mineral soils, than for fill soils. In fill soils, compaction tests are more meaningful. Penetration resistance values (N -values) ranging from 8 to 11 Blows per Foot (BPF) were returned in the fill and dark clays. Resistance values in the glacial clays ranged from 8 to 26 BPF, indicating they were medium to very stiff, but mostly rather stiff. Values in the clayey sands and cleaner sands ranged from 3 to 11 BPF, indicating they were very loose to medium dense. A key to the descriptors used to qualify the relative density of soil (such as soft stiff, loose, and dense) can be found on the Legend to Soil Description in the Appendix. A pocket penetrometer was used to provide additional data on the compressive strength of the cohesive soils. Values of I/2 to 3 tons per square foot (tsf) were recorded in the sandy lean clays. B.3. Groundwater Data During the drilling operation, the drillers may note the presence of moisture on the sampling instrument, in the cuttings, or within the boreholes. These observations are recorded on the boring logs. The water level may vary with weather; time of year and other factors and the presence or absence of water during the drilling is subject to interpretation and is not ialways conclusive. I M I N N E S O T A I O W A W I S C O N S I N � � �� i+'�>•f �hvr �` �'� �h�'�w ✓h ' w �� ����' fes"= 'h.I�\.i IJ liiiiiu ►��~mss+ ►���i Y\moi * qua ..,., ������+ +� yM y } =��*-•� INDUSTRIAL- EQUITIES MAY 1 5, 2015 PROJECT #: 7781.1 5.MNS PAGE - 5 Water was not observed in any of the borings and none of the samples appeared to be overly wet. Water levels at the site are expected to fluctuate similar to levels in nearby creeks and rivers, as well as with local weather patterns. C. Design Information Each structure has a different Ioading configuration and intensity, different grades, and different structural and performance tolerances. Therefore, the geotechnical exploration will be construed differently from one structure to another. If the initial structure should change design, we should be engaged to review these conditions with respect to the prevailing soil conditions. Without the opportunity to review any such changes, the recommendations may no longer be valid or appropriate. Plans for the facility were not available. For purposes of analysis, we assumed column footing loads would be on the order of 200 kips or less and strip footing loads would be on the order of 6 kips per lineal foot or less. We assumed slab grades would be at about elevation 95 feet on the datum used to locate the borings. Traffic infonnation was not provided for the project. Newly paved areas are assumed to experience heavy traffic loads, primarily from semi -trucks entering and leaving the facility. D. Analysis D.1. General Construction and Building Su ort Based on the borings, the site is glacial soils with some areas of fill and buried topsoil. For typical site development, any paving materials, fill or topsoil should be removed from below all foundation and slab areas. At the locations explored, the depth of these materials ranged from about 1 %i feet on the west side of the site to about 6 feet on the east side. The excavated materials are not considered suitable for reuse as structural fill. For ease in compaction, we recommend using clean, imported sands or gravels as replacement fill. The in-place soils below the topsoil tended to be rather stiff. In our opinion foundations on these materials or suitable compacted fill placed over these soils can likely designed for bearing pressures in the range of 3,000 psf to 4,000 psf. Further design information would be required to properly evaluate settlement and bearing capacity. D.2. Pavement For typical site development, any surficial topsoil and pavement would be removed from below all paved areas. Pavements subgrade conditions and corrections will depend heavily on the location of the pavements. The existing clayey fill materials can likely be reused below the paved areas. The clayey materials would be expected to have an R -value on the order of 12. Depending on traffic loads, M I N N E S O T A 1 0 W A W I S C O N S I N INDUSTRIAL EQUITIES MAY 1 5, 201 5 PROJECT #: 7781.15.MNS PAGE - 6 a typical flexible pavement section on most of the soils would consist of at least 3 inches of bituminous and 8 inches of aggregate base in light auto traffic areas, and 4 inches of bituminous and 8 inches of aggregate base in higher traffic or heavier truck areas. The values should be adjusted based on additional loading information. D.3. Utility Recommendations Based on assumed utility embedment depths of around 4 to 10 feet, utilities are expected to bear on materials ranging from clean sands, to clayey sands, and sandy clays. These deposits are expected to provide good support for utilities, however, utilities should not bear directly on any cobbles or rocks present, to avoid potential point loads on the pipes. We recommend removing any over -size materials to a depth of at least 4 to 6 inches below pipes, to allow placement of a layer of clean sand or gravel between the pipes and the rock materials. As stated earlier, groundwater was not observed in the boring. If dewatering is needed, sump pumps are expected to be capable of water removal. The contractors performing the work will need to slope or shore the excavations as need to provide safe conditions for laying pipes. The dominant onsite clays would be expected to classify as Type B materials, while the sands would be expected to classify as Type C materials as defined by OSHA. DA. Suipiplemental Exploration and Analysis This report is based on preliminary information. A more detailed analysis strongly recommended to complete final design of the proposed facility. E. Level of Care The services provided for this project have been conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area, under similar budget and time constraints. This is our professional responsibility. No other warranty, expressed or implied, is made. F. Certification I hereby certify that this report was prepared by me or under my direct supervision, and that I am a duly licensed engineer under the laws of the State of Minnesota. Colby T. Verdegan, PE Registration Number 018983 May 15, 2015 M I N N E S O T A I O W A W I S C O N S I N M I N N E S O T A I O W A W I S C O N S I N Legend N Bc)ring Location Soil Boring Location Sketch Proposed Industrial Building Highway 169 & Science Center Drive New Hope, Minnesota 7811.15.MNS The finished floor elevation of the existing building was use and assigned and elevation of 100 feet. W a O W Z W LOG OF BORING CHOSEN VALLEY TESTING ' PROJECT: 7811. l 5.MNS BORING: B-1 Design Phase Geotechnical Evaluation LOCATION: Proposed Industrial Building See attached sketch. Highway 169 & Science Center Drive New Hope, Minnesota DATE: 5/12/2015 SCALE: 1" =3' Elev. Depth USCS Description of Materials 92.5 4.0 Symbol (ASTM D 248712488) BPF ;WLI Tests and Notes 0 6" BITUMINOUS 91.2 1. 9" AGGREGATE BASE CL XXI _SANDY LEAN CLAY, trace gravel, to black, moist. (Fill) to SAY, trace gravel, brown, wet, (Glacial Till) - Gray below 20 feet End of Boring. Boring sealed upon completion. 15.MNS B-1 page 1 of 14 10 10 PP=3.0tsf PP = 0.5 tsf 8 PP = 1.0 tsf 12 11 PP 1.5 tsf I f� I 13 iPP=2.0tsf 15.MNS B-1 page 1 of LOG OF BORING PROJECT: 7811.15.MNS Design Phase Geotechnical Evaluation Proposed Industrial Building Highway 169 & Science Center Drive New Hope, Minnesota CHOSEN VALLEY TESTING BORJNG: LOCATION: See attached sketch. DATE; 5/12/2015 Elev. + Depth USCS Description of Materials 92.5 i �_� Symbol i (ASTM D 248712488) BPF IWI' CL 0 SANDY LEAN CLAY trace—g rather stiff to very stiff. (Glacial Till) - Gray below 12 112 feet Boring sealed upon completion. wet, B-2 SCALE: 1" = 3' Tests and Notes 121 IPP=4.5tsf 13 1 1 PP = 1.0 tsf 26 1 1 PP = 3.0 tsf 21 1 IFP=2.0tsf 141 IPP=2.0tsf 191 IPP=2.0tsf 20 1 1 PP = 3.0 tsf page 1 of 1 PROJECT: 7811.15.MNS Design Phase Geotechnical Evaluation Proposed Industrial Building Highway 169 & Science Center Drive New Hope, Minnesota CHOSEN VALLEY TESTING LqM BORING: B-3 LOCATION: See attached sketch. DATE: 5/12/2015 SCALE: 1" = 3' Elev. + Depth USCS Description of Materials BPF 1VV'L1 Tests and Notes 94.5 1 Symbol (AST, -%4 D 2487/2488) CL I SANDY LEAN CLAY trace S rather stiff to very stiff, (GIacial Till) - Mottled to 6 feet - Gray below 10 feet wet, 13 101 IPP=2.0tsf 21 1 1 PP 2.5 tsf 14 1 1 PP = 25 tsf o I I 15 PP = 2.0 tsf J I IL J� 0 I m � J O I 2 IL d r 15 1 PP 1.0 tsf Boring sealed upon completion. o � Z � U 7811.15.MNS B-3 page 1 C77-1 Q a 0 x LOG OF BORING PROJECT: 7811.15.MNS Design Phase Geotechnical Evaluation Proposed Industrial Building Highway 159 & Science Center Drive New Hope, Minnesota CHOSEN VALLEY TESTING " BORING: B-4 LOCATION: See attached sketch. DATE: 5/12/2015 SCALE: V =3' Elev.1 Depth USCS Description of Materials —L2.51 0.0 Symbol (ASTM D 2487/2488) BPF JWL Tests and Notes 91.8 0 7 CL SLIGHTLY ORGANIC LEAN CLAY, trace OL roots, black, wet. I I 0 9.0 CL SC (Topsoil) j I IY LEAN CLAY, trace gravel, dark wet. ! (Fill) I l I I Y LEAN CLAY, black, wet. (Fill) i EY SAND. fine to medium grained, trace 110 brown, moist, loose. (Glacial Till) i 7� V LEAN CLAY, trace gravel, brown, wet, iff to very stiff. (Glacial Till) 11 I PP = 1.0 tsf - Gray below 15 feet 18 PP = 2.5 tsf 22 I f PP = 1.5 tsf End of Boring. Boring sealed upon completion, i i B4 page 1 of 1 LOG OF BORING PROJECT: 7811.15.MNS Design Phase Geotechnical Evaluation Proposed Industrial Building Highway 169 & Science Center Drive New Hope, Minnesota CHOSEN VALLEY TESTING BORING: LOCATION: See attached sketch. DATE: 5/12/2015 Elev. I De USCS Description of Materials f Depth Symbol (ASTM D 2 4 8 7124 8 8) BPP 1W'I 44.5 i on � ,; O L1 z Z z L7 a w 0 M B-5 SCALE: I" = 3' Tests and Notes 8" AGGREGATE BASE f CL SANDY LEAN CLAY, trace gravel, brown, wet, � f medium to very stiff. j (Glacial Till) 6 PP = 1.5 tsf f f 16 I SPPs 2.0 tsf 17 PP=2.5tsf with gravel around 10 feet 16 PP = 2.0 tsf End of Boring. J Boring sealed upon completion. I � I I I I I J� I i B-5 page LOG OF BORING PROJECT: 7811.15.MNS Design Phase Geotechnical Evaluation Proposed Industrial Building Highway 169 & Science Center Drive New Hope, Minnesota CHOSEN VALLEY TESTING B ORING: LOCATION: See attached sketch. DATE: 5/12/2015 Elev, I Depth ' USCS Description of Materials i I 94 5 � 0 0 Symbol (ASTM D 2487/2488) i BPF WL 93.71 0 8 CL SLIGHTLY ORGANIC LEAN CLA. OL we. CL (Topsoil) SANDY LEAN CLAY trace graueI, 91.5 3.0 i wet. (Fill) I CL J OL SLIGHTLY ORGANIC LEAN CLA wet. _ I (Fill) 89.5 5.01 i SP POORLY -GRADED SAND WITH ; SM medium grained, brown, moist, loose to dense. (Glacial Outwash) 95.519.0 Sc CLAYEY SAND mostl gravel, brown, moist, very loose. IIA p (Glacial Till) End of Boring. Boring sealed upon completion. i a i i 78I 1.15.MNS trace B-6 SCALE: I" = 3' Tests and Notes 10 PP=3.0tsf f Ito1 I I 9 3 B-6 page I of I �Ih UNIFIED SOIL CLASSIFICATION (ASTM D-2487/2488) MATERIAL C TYPES RITE GRAVELS -1 f >50% OF COARSE C) z FRACTION RETAINED (0 O W ON NO 4. SIEVE Wp� GP d(n LU n llo 0 qzz� FINES CLASSIFY AS M.L. OR Cl- �? � cl! SANDS o SILTS AND CLAYS O z � 12 A' >50% OF COARSE LL FRACTION PASSES HIGHLY ORGANIC ON NO 4. SIEVE SIA FOR ASSIGNING SOIL GROUP NAMES SILTS AND CLAYS N J CLEAN GRAVELS Cu>4 AND 1<Cc<3 GW LIQUID LIMIT<50 O w LU GP d(n LU n llo 0 zm o FINES CLASSIFY AS M.L. OR Cl- p- SILTY GRAVEL o SILTS AND CLAYS N Q � 12 Lb A z LIQUID LIMIT>50 LL FINES CLASSIFY AS CL OR CH HIGHLY ORGANIC SOILS SIA FOR ASSIGNING SOIL GROUP NAMES GROUP SYMBOL SOIL GROUP NAMES & LEGEND CLEAN GRAVELS Cu>4 AND 1<Cc<3 GW WELL -GRADED GRAVEL <5% FINES Cu>4 AND 1>Cc>3 GP POORLY -GRADED GRAVEL n llo 0 GRAVELS WITH FINES FINES CLASSIFY AS M.L. OR Cl- GM SILTY GRAVEL c ° >12% FINES � 12 Grain Size Terminology TERM FINES CLASSIFY AS CL OR CH GC CLAYEY GRAVEL s 12 h, CLEAN SANDS Cu>6 AND 1<Cc<3 SW WELL -GRADED SAND 64 sieve to 3 in. <5% FINES Cu>6 AND 1>CC>3 SP POORLY -GRADED SAND Passing #200 sieve SANDS AND FINES MINES CLASSIFYASMLORCIL SM SILTY SAND 2-3 025-0.50 >12% FINES FINES CLASSIFY AS CL DR CH SC CLAYEY SAND RATHER SOFT INORGANIC P1,7ANDPLOTS>'A"UNE CL , LEAN CLAY 10-30 PI -4 AND PLOTSeA' LINE ML SILT 6.8 0.50.1.0 DENSE 30-50 ORGANIC LL("andded)41(not dded)t0.75 OL ORGANIC CLAY OR SILT -- VERY DENSE PI PLOTS>'A"UNE OH FAT CLAY STIFF VERY STIFF INORGANIC 2.0-4.0 PI PLOTS a"A'UNE MH ELASTIC SILT OVER 30 OVER 4.0 ORGANIC LL(oven dded)LL(not ddedy�0.75 OH ORGANIC CLAY OR SILT PRIMARILY ORGANIC MATTER, DARKIN COLOR,AND ORGPNIC ODOR PT PEAT Relative Proportions of Sand and Gravel TERM PERCENT Trace < 15 W.Rh 15-29 Modifier > 30 Relative Proportions of Fines TERM PERCENT Twes .5 Wh 5-12 Modifier � 12 Grain Size Terminology TERM S17.E Boulder s 12 h, Cobble 3 in. -121n. Gravel 64 sieve to 3 in. Sand 0200 slave to 04 sieve S!t or Clay Passing #200 sieve SAMPLE TYPES mHallow Stem ® Standard Pensnabon Test TEST SYMBOLS MC - MOISTURE CONTENT OC ORGANIC CONTENT CN CON&OUDATION DD DRY DENSITY PP - POCKET PENETROMETER RV R VALUE SA - SIEVE ANALYSIS P200 - 9S PASSING #200 SIEVE PLASTICITY CHARTWATER LEVEL (WITH TIME OF) SO MEASUREMENT 70 60 O 40 U 30 n. 20 10 0 LL LIQUID LIMIT PI - PLASTISITY INDEX SW SWELL TEST UU Unconsolidated Undrafned tr®al 0 10 20 30 40 50 80 70 So SO too 110 120 nom- ur CLuWb Ur Iw Ltf "AMMER FALLING 30 INCHES TO DRIVE A 21NCH O.D. (1-316 INCH I.D.) SPLIT -BARREL SAMPLER THE LAST 12 INCHES OF AN 111 -INCH DRIVE LIQUID UNIT (%) (ASTM -1 S86 STANDARD PENETRATION TEST). Chosen Valley Testing LEGEND TO SOIL Job No. 7811.15.MNS DESCRIPTIONS PENETRATION RESISTANCE (RECORDED AS BLOWS 10.5 FT) SAND d GRAVEL SILT A CLAY COMPRESSIVE RELATIVE DENSITY BLOWSiF00T" CONSISTENCY BLOWSIFOOT' STRENGTH (TSF) VERYLOOSE 0-4 VERY60FT 0.1 0-025 LOOSE 4-10 SOFT 2-3 025-0.50 RATHER SOFT 4-5 MEDIUM DENSE 10-30 MEDIUM 6.8 0.50.1.0 DENSE 30-50 RATHER STIFF 9-12 1.0-2.0 VERY DENSE OVER 50 STIFF VERY STIFF 13-15 17-30 2.0-4.0 HARD OVER 30 OVER 4.0 0 10 20 30 40 50 80 70 So SO too 110 120 nom- ur CLuWb Ur Iw Ltf "AMMER FALLING 30 INCHES TO DRIVE A 21NCH O.D. (1-316 INCH I.D.) SPLIT -BARREL SAMPLER THE LAST 12 INCHES OF AN 111 -INCH DRIVE LIQUID UNIT (%) (ASTM -1 S86 STANDARD PENETRATION TEST). Chosen Valley Testing LEGEND TO SOIL Job No. 7811.15.MNS DESCRIPTIONS CERTIFICATE OF SURVEY for- INDUSTRIAL EQUITIES ;of-- 9449 SCIENCE CENTER DRIVE NEW HOPE, MN 55428 PROPEM DESCRIPTION: Lot 1, Black 1, BRANDELL FOURTH ADDITION, Hennepe. County, Minnesota. DOTES Field -,—y was completed by E.11 Red and Sons, Inc. on 5/20/2015. Bearings shown ore on Hennepin County doom. Curb shots ore taken ai the top and back of curb. This survey woe prepared without the benefit of title work. Addition% Easement% restrictions and/or encumbrances may exist other than those shown hereon. Survey subject to re,esron upon recerpt of a current title co nmttmenl a on attorney's title opinion, Benchmark: MND117 Geodetic 5101lon: BR 27555. Llevction = 920.38 (NAvC B8) Parcel ID No: 07-118-21-22-0013. Parcel Area — 3.52 acres. Underground utllkies shown on this survey are based on I-V. provided by ui13Hy operators In reierance to Gopher State One Ca:: Locate Take! No. 151351777.. LEGEND •DENOTES IRON MDNUMENT FOUND AS LABELED VICINITY MW ❑ DENOTES CATCH BASIN pqar eG, 7 TWP. IB. IxdG. a DENOTES STORM SEWER 40 DEN DTES SANITARY SEWER DENOTES POWER POLE AND OVERHEAD WARES r DENOTES GUY WIRE x lease DENOTES EXISTING SPOT ELEVATION T DENOTES SIGN DEN DTES W FLOLIGHT C3 DENOTES TELEPHONE PEDESTAL DENOTES STORM SEWER APRCN —•— — DEN DTES FENCE DENOTES EXISTING CONTOURS /Ylrlrl_ DENOTES BRUSH LINE —� DENOTES UNDERGROU'NO ELECTRIC LINE DENOTES UNDERGROUND GAS LINE DENOTES UNDERGROUND TELEPHONE L'NE OUR -5 CONCRETE SURFACE DENOTES BITUMINOUS SURFACE —A---- DENOTES RESTRICTED ACCESS B \ ifs SCIIENCE Cayes DovE FENNIPIN COMM W45SOTA TREE DETAIL M SCALD _DENOTES ELEVATION DENOTES TREE DUAN71TY DENOTES TREE SIZE IN INCHES DENOTES TREE TYPE hereby certify that this survey, plan or report was prepared by me or under my aired supervision and that I am duty Registered Land Surveyor under the Iowa or the State of Minnesota. J ON E. UO Dote: 6/10/2015 License No. 41578 'n Professional Land Surveyors www.egrud.com 6776 Lake Drive NE, Suite 110 Lino Lakes, MN 55014 Tel. (651)361.8200 Fax(651)361-6701 NORTH 9 8-•__�--'y'r ---•-- Fn • +nom .u:—ea Mill— go I C 16R I / I yy � IM •pw br.a i •KKr arr a �� I I j / ' I .sea rota. I �I �r al �eW ` P • I •1B" . 3 sspp I I w [xEilIN9 BN1eeIG � I � - � LM LI 08.]3 LI TE 9t� LJ € r •rw /F , • p W. GRAPHIC SCALE >a ( IN PAST 1 Tach - 60 IL DRAWN III BAB uoe Mk 15MIBT DA?L- 5127/13 CWW ex .m SCANrSp ❑ 612A REvLW NKApa1Q335 BAB ? S/e,S ApG'r1awAL IOPa BAB 3 Na I WA I 0E50a,TON BT 1=46T NOTE: MAX. SIZE AREA = 100 EA. FACE c�e S y A MONUMENT SIGN DETAIL SCALE: 1 4 = 1 -0 ��� S T T6A R rfP. AT ALL ENTRY LGCS. SCIENCE CENTER DRIVE ----` BUILDING MONUMENT SIGN - SEE DETAIL 3/AI MAY. SIZE 100 S.F. EA FACE - VERIFY W/ 20NNG ORM 4' RA0. LANDSED BEO W/ 3 ILLUMINATED L TMS TRY d1LY - PROWTE WRAGL 10' IPL 31 51J.L9 O 5'-9• - T/1'- ___ V,I \+ II - eeY •i I' ' 311 CI OR / I I F I j B7' -G' - 7 i i I ` 10 STALLS O S-5' - aT-B• . a' -r• 5' W L 12 a R• -R' ICs' -D' c I :I I r II I I I Lu -C I Ll Q R.0. I * �.E `s,,m,I`�,N'y`x LQ1Y�' yET� hvrtRrtLr- I i�L°ff � I I I xA - AOWS�AT EA. POFYALLEi ---- A L.L.I r ABO ItI R.O.LEIkY. - INSTALL MFR SpECs g I ii Q Z -+----------�------r awE-- � I CC s I R I ➢ x I+rR e CN LID� PRQPQ�E��iLDI� _ '0 ; I`I i Q I I _u ti TSEE Cga�+gtl� DiLLLY�TP�ASy��11G-y�TYPP."� � m; � a�AiE�N1T1-1N ppginLGOK Bp)�$ F Fl DEPT, ACCE¢¢ jI 6 — — — —xo3TE R OF C041x4fiTRACT oNSL AIxTs a Tlarnm ea L — I — — — — j A5 REW FT CDMPL SOJPPERS & B7T1N. GRIM -BY I -;c A. R00F1NG C0NTRACTOR TO w/ I.I.C. SEC. 1506 I D I i s4'ma' TIS 0- I I Rn I LnI I 25' tI I } } L—TYP. RO 1'0P NEtlI. IAUfT VER. I MW/ NECIL I I _—1RQSEI%�UBIT1ll.309ELm I IHAB_ I : 30AVERAGE PARAPET II I I ED I I III 0G ti I 2 ROOF S TTIE O, %/A%— NERIF LOG I 1 1 I 3 E S11N1rHT'. ENO. I 3 / jCb, I 3 HR. N�VIEO PRECAST MNL M El. H. / \ _ j % I FIRE ACCESS TURN ARDI �'I /SNOW STORAGE POND - SEE CIVIL 1=� I AREA — --- �PTv1Te.� - _ _— ----- - —.— ----- _ imp`4oDD�� R&�E°d50F�� " sRov Sl TE PLAN SCALE : V - 2W •. r+ -I, 0 15 30 60 4' THICK CONC. WALK TYP. INTERNALLY LIT IC ULQl7. AD L J' AWM & ACR SIGN CAB. W1 ANDD. TENANT S.F. OR PAINTED FIN. TENANT E TO MATCH BLDG. MTL. TENANT AME 8,000 TENANT AME 6" HIGH BRONZE •ENANT A.N. COLOR LETTERING TENA AME. - EA. SIOE 2N AN IAM= PARKING PROVIDED 127 SPACES 0 W-9• N 19' TINA NAM -FACE BRICK TO TEN NAME MATCH BLDG. ON CMU MECH. RM. : 264 BACK-UP ON FROST GENERAL NOTES • THESE DRAWINGS ARE PREPARED IN COMPLIANCE WITH AND BINDING TO FTGS. - PER STRUCT, c�e S y A MONUMENT SIGN DETAIL SCALE: 1 4 = 1 -0 ��� S T T6A R rfP. AT ALL ENTRY LGCS. SCIENCE CENTER DRIVE ----` BUILDING MONUMENT SIGN - SEE DETAIL 3/AI MAY. SIZE 100 S.F. EA FACE - VERIFY W/ 20NNG ORM 4' RA0. LANDSED BEO W/ 3 ILLUMINATED L TMS TRY d1LY - PROWTE WRAGL 10' IPL 31 51J.L9 O 5'-9• - T/1'- ___ V,I \+ II - eeY •i I' ' 311 CI OR / I I F I j B7' -G' - 7 i i I ` 10 STALLS O S-5' - aT-B• . a' -r• 5' W L 12 a R• -R' ICs' -D' c I :I I r II I I I Lu -C I Ll Q R.0. I * �.E `s,,m,I`�,N'y`x LQ1Y�' yET� hvrtRrtLr- I i�L°ff � I I I xA - AOWS�AT EA. POFYALLEi ---- A L.L.I r ABO ItI R.O.LEIkY. - INSTALL MFR SpECs g I ii Q Z -+----------�------r awE-- � I CC s I R I ➢ x I+rR e CN LID� PRQPQ�E��iLDI� _ '0 ; I`I i Q I I _u ti TSEE Cga�+gtl� DiLLLY�TP�ASy��11G-y�TYPP."� � m; � a�AiE�N1T1-1N ppginLGOK Bp)�$ F Fl DEPT, ACCE¢¢ jI 6 — — — —xo3TE R OF C041x4fiTRACT oNSL AIxTs a Tlarnm ea L — I — — — — j A5 REW FT CDMPL SOJPPERS & B7T1N. GRIM -BY I -;c A. R00F1NG C0NTRACTOR TO w/ I.I.C. SEC. 1506 I D I i s4'ma' TIS 0- I I Rn I LnI I 25' tI I } } L—TYP. RO 1'0P NEtlI. IAUfT VER. I MW/ NECIL I I _—1RQSEI%�UBIT1ll.309ELm I IHAB_ I : 30AVERAGE PARAPET II I I ED I I III 0G ti I 2 ROOF S TTIE O, %/A%— NERIF LOG I 1 1 I 3 E S11N1rHT'. ENO. I 3 / jCb, I 3 HR. N�VIEO PRECAST MNL M El. H. / \ _ j % I FIRE ACCESS TURN ARDI �'I /SNOW STORAGE POND - SEE CIVIL 1=� I AREA — --- �PTv1Te.� - _ _— ----- - —.— ----- _ imp`4oDD�� R&�E°d50F�� " sRov Sl TE PLAN SCALE : V - 2W •. r+ -I, 0 15 30 60 4' THICK CONC. WALK TYP. BAY SIZES INOL:STRIAL ECU17IFS LLP, GROUNDCOVER AREA SEE LANDSCAPE PLAN BAY 1 8,000 S.F. PLOWE ENGINEERING, INC. BAY 2 8,000 S.F. MAPLE GROVE, MINNESOTA 55389 BAY 3 8,000 S.F. ST. PAUL, MINNESOTA 55105 BAY 4 8,000 S.F. F.A.R.: 31.31[ BAY 5 8,000 S.F. WAREHOUSE ( 302) 14,400 0 1/1500 = 10 TOTAL PARKING REQUIRED : 100 PARKING PROVIDED 127 SPACES 0 W-9• N 19' 5 A.C.A. SPACES 4' RAD. LANDSCAPED BED BAY 6 7,736 S.F. SEE LANDSCAPE PLAN MECH. RM. : 264 S.F. CURB RAMP FLARES MAX. 1:10 SLOPE )ENTRY SIDEWALK DETAIL - TYP. Y SCALE: 1 8 = 1 -U- SITE & BUILDING DATA , SITE AREA : 153,117 S.F. (3.515 ACRES) BUILDING AREA 48,0OC S.F. SITE COVERAGE 31.3% PARKING PROVIDED 132 TYP. BAY DEPTH/WIDTH 200'-0" X 40'-0" CLEAR HEIGHT WAREHOUSE 24'-O" SPRINKLFR SYSTEM ESFR SYSTEM DOCKS : 11 o 9'-0" X 10'-0" DRIVE-INS 6 C 10' X 14' PROJECT DATA OWNER : INOL:STRIAL ECU17IFS LLP, f 321 FIRST AVENUE NORTF ARCHITECT : 1 MINNEAPOLIS, MINNESOTA 55901 ARCHITECTS PROFESSIONAL ASSOCIATION (812) 332-0332 4011 VINCENT AVENUE NORTH MISINEAP0LI5, MINNESOTA 55412 CIVIL ENGINEER (612) SBB-8589 PLOWE ENGINEERING, INC. 5776 tAKE DRIVE - SUITE 110 STRUCTURAL ENGINEER LINO LAKES MINNESOTA 55014 INNOVATIVE STRUCTURAL SCLU^ONS {655) 361-8210 5279 KYLER AVENUE NE MAPLE GROVE, MINNESOTA 55389 LANDSCAPE ARCHITECT : (763) 425_996-3 CALYX DESIGN GROUP, LLC 1553 BERKELEY AVENUE ST. PAUL, MINNESOTA 55105 (651) 334-5489 SITE AREA: 153,117 S.F.: (3.515 ACRES;) BUILDING AREA 46,000 S.F. F.A.R.: 31.31[ PARKING REQUIRED OFFICE MA% 11181X7 O 1/300 - 56 MANUFAC RING (MAX. 351-3) 16800 ®1/500 - 34 r WAREHOUSE ( 302) 14,400 0 1/1500 = 10 TOTAL PARKING REQUIRED : 100 PARKING PROVIDED 127 SPACES 0 W-9• N 19' 5 A.C.A. SPACES TOTAL PARKING SHOWN 132 SPACES ASPHALT & CONC. AREA : 71,364 S.F. - 46.61E GREEN AREA : 33,733 S.F. = 22.01E SNOW STORAGE AREA : 7,141 S.F. - ICLOR PAVED AREA ZONE : I INDUSTRIAL OCCUPANCY : B, F. & S CONSTRUCTION TYPE IIB W/ AUTOMATIC SPRINKLER CLEAR STORAGE HEIGHT : 24' GENERAL NOTES • THESE DRAWINGS ARE PREPARED IN COMPLIANCE WITH AND BINDING TO THE DESIGN BUILDER / ARCHITECT AGREEMENT DATED XXX%X%1(x xX xxx%. • ALL HANDICAPPED PARKING STALLS TO HAVE ABOVE GROUND IDENTIFICATION SIGNAGE IN FRONT OF EACH STALL • ALL SIDEWALKS TO HAVE HANDICAPPED CURB CUTS / RAMPS WITH SLOPES NOT TG EXCEED 1:20 VERIFY W/CIVIL DRAWINGS • ALL APPROVED PARKING LOT STRIPING TO BE DESIGNATED NTH w"TtE SURFACE MARKINGS • NO PARKING ON PUBLIC STREETS, CIRCULATION DRIVES, OR LANES DESICNATED FOR FIRE ACCESS . PROVIDE INCREASED BITUMINOUS WFAR SDRFAcr AT TRUCKING AREAS AS INDICATED BY DIAGONAL LINE' - SEE CIVIL FOR PAVING DESIGN . ALL SITE INFORMATION IS BASED ON THE OWNER'S PROVIDED CIVIL DATA AND DOCUMENTS • ALL CURB CUTS, LOCATONS, RADII &/ DIMENSIONS TO BE VERIHEG 13Y CIVIL ENG. ROD DRAINAGE AND • EXPANSION JOINI ED BE VERIFIED BY THE ROOFING CONTRACTOR AND THE STRUCTURAL ENG E R VICINITY MAP BROOKLYN PARK 51 LE GROVE :10 160 BROOKLYN a CENTER 494 LK. RD. OSITE NEW 40 IDT LK, HOPE 49TH AVE. R. PLYMOUTH 9 CRYSTAL .' 42ND AVE. DRAWING INDEX A-1 SITE PLAN & PROJECT DATA A-2 FLOOR PLAN A-3 ELEVATIONS LEGAL DESCRIPTION BRANDELL RTH AODITfON LOT HENNEPIN COUBLOCK NTY. MINNESOTA SITE PLAN & PROJECT DATA A-1 1 OF X MIN. 12' HIGH CONTRASTING BUILDING ADDRESS NUMBERS - VERIFY W/ OWNER PREFINISHED MTL. CAP FLASHING-CCLOR 'A' VERIFY W/ARCHITECT SMOOTH FINISHEXPOSED AGG. PRECAST CONCRETE INSULATED PANEL - VERIFY PANEL LAYOUT W/PREGAST SJPPUER - VERIFY W/ ARCH. (TYPICAL) - COLOR 'B' EXPOSED AGO. LNIRORM RIB PRECAST CONCRETE INSULATED PANEL W/SMOOTH FIN. AREAS VERIFY PANEL LAYOUT W/PRLCAST SUPPLIER - COLOR'B' 40OW MTL. HALIDE AAL WE;1GE WALL MOUNT ® 24 A.F.F. (TYP.) VERIFY LOC. W/ARCO TECT ALUMINUM FRAMES W/NSUL GLASS ENTRY COORS SLATY. -IN THERMAL BREAK ALUMINUM FRAMES W/I4SUL GLASS STORE FRONT SYSTEM -COLOR 'D' THERMAL BREAK ALUMINUM FRAMES WANSU'_ GLASS WINDOWS - COLOR '0' EXPOSED EDGE OF PRECAST ® STEPPED AREAS T'0 BE SOLID (TYR) 4" FACE BRICK - COLOR 'G' ON PRECAST BACK-UP 4" FACE BRICK SOLDIER COJRSE ACCENT COLOR 'H' - BOT. OF MI SOLDIER COURSE TO ALIGN W/ TOP OF OPG. TENANT SIGNAGE - INTER:OR UT SIGN CAB. MAA_XXS.\j100 S.F. - VERIFY SIZE W/ 51vNCRI O Y A- on 2 _ 6 ■n ■■■ plImm 1111111 ■■ _----------=--------------------------------------------s WEST ELEVATION Q3` : 1/10 = ,'-G" FUTURE O.H.DOCR - PRECAST PANELS TO ACCOMODATE 40OW MTL HALIOL AAL "WEOGL" WALL MOUNT 0 24' A.F.F. (TYP.) - VERIFY LOC. W/ARCHITECT PREFINISRED MTL CAP FLASHING-CULOR 'A' VERIFY W/AR.41TECT EXPOSED AGO. UklRORN RIB PRECAST CONCRETE INSULATED PANEL W/SMOOT1i FINISHED AREAS VERIFY PANEL LAYOUT W/PRECAST SUPPLIER - COLOR 'S' THERMAL BREAK ALUMINUM FRAMES W/INSUL GLASS W4COWS - COLOR 'D' ALUIMINULR FRAMES W/INSLIL GLASS ENTRY DOORS YKhI-'N THERMAL BREAK ALUMINUM FRAMES WANSUL GLASS STORE FRONT SYSTEM - COLOR 'D' 4' FACE BRICK -COLOR 'G' ON PRECAST BACK-UP 4' FADE BRICK SOLDIER COURSE ACCENT COLOR 'H' -BOT. OF MIO SOLDIER COURSE TO ALIGN W/ TOP OF OPG. A B 3 5 2 c 2 , D 5 2 E T.O. HIGH PANELS I - A- - - - - -5 0 ELEV. _ 1 T.O. M. :3 ANE PANELS ONPANELS ___ -_ __ ___ _ NT TOPOFENTRY0 c Tom{I --- c- -- -- --- -- o Aa IEV. 130'- TOP 30-i. TOP ar ENTRY 1 m .LEY. - :09 -1 f WINDOWS - ^" "I jI EL v. - 108-0 •'t l I,. a{ �Iw. FLDd'2 - ELLv. F 1DO- -r- 'RA O ONS SLEV. = 96:5 -� 2 NORTH ELEVATION A-3 SCALE : 1116 = 1 -0 0 L COLOR / MATERIAL CODE : COLOR 'A' PREHN. MTL. BRONZE COLOR 'B' PRECAST EXPOSED AGO. - RED COLOR 'D' ALUM. FRAMES LT. BRONZE - W/BRONZE 71STED GLASS COLOR 'E'H.M. FRAMES & DOOR PAINTED TO MATCH COLOR 'B' COLOR 'F' STUCCO SOFFITS TINT TO MATCH COLOR 'S' COLOR 'C' FACE BRICK ENDICOTT - DESERT IRONSPCT VELOUR UTILITY COLOR 'H' ACCENT FACE BRICK BLLDON - CLEAR UTILITY NOTE : VERIFY ALL FOOTING ELEVAT104S W17H STRUCTURAL ENGINEER L----------------------------------------- --Z-z -Z-Z-S 3 SOUTH ELEVATION A- SCALE : 1/15 = 1 -0 PREFINISHED MTL CAP FLASHING -COLOR 'A' VERIFY W/ARCHITECT 40OW MTL. HALIDE AAL 'WEDGE" WALL MOUNT 0 32' A.F.F. (TYP.) - VERIFY LOC. W/ARCHITECT EXPOSED AGG. UNIRORM RIB PRECAST CONCRETE INSULATED PANEL W/SMCOTH FINISHED AREA VERIFY PANEL LAYOUT W/PRECAST SUPPLIER - COLOR 'B' PRERNISHED INSUL. C.H. DOCK DOOR TYP. - HOLD HACK TEXTURE 18' ® HEAD & JAMBS TO ALLOW FOR FUTURE DOCK SEALS THERMAL BREAK AL:;M. FRAMES W/145UL. GLASS - COLOR 'D' PRLHNISHLD INSUL. O.H. ORIVG-IN DOOR - HOLO BACK TEXTURE 3' FROM JAMBS TYR. H.M. FRAME &&MMANDOOR - PP}AIINNfTED COLOR 'E' (TYP.) _ 6 4 5 ! 6\ 3 4 / 1\ \ J A-, ` J t J L------ \-------- \ \\----------- - - DOCK BUMPER (TYP.) STEEL PIPE BOLLARDS - SEE 3/A-4 CONC. STEM WALL HELD PRECAST W/ MITERED CORNERS ABOVEESTEMU EAST ELEVATION WALL + A-4 SCALE : 1 l6 - 1 -O __\M DE ® DOCKS A ETEv. KEY PLAN EXTEELEVATIONS NO SCALE ..�F.l.. A-3 3 OF X �=�II�IiII�I��.�LiiL;�!��T�.I�ua♦• - R. Rlr R� R-1 a I!I_IRRRRRRR-�� � I1�1, � � , � �pil ram, BIN I!! ��+�u s RRRRRRR� , � � , � � RRRRRRR-I_IIlI , � L------ \-------- \ \\----------- - - DOCK BUMPER (TYP.) STEEL PIPE BOLLARDS - SEE 3/A-4 CONC. STEM WALL HELD PRECAST W/ MITERED CORNERS ABOVEESTEMU EAST ELEVATION WALL + A-4 SCALE : 1 l6 - 1 -O __\M DE ® DOCKS A ETEv. KEY PLAN EXTEELEVATIONS NO SCALE ..�F.l.. A-3 3 OF X I EQUITIES I 8f'E PLANNING 6 RNDI,ERHNc PLOWE BiYN�BNIB�N1[;. SNH LAIC: DITIE Sun 110LWO .na �. MN Esau FMNE: NIV EIi 10 PAp SIG179E1bT01 D14AWN SC I DESIGN GY: NORTH I4 I I NCk� 80 FFEf ------------•------ C7 ------ NEW HOPE INDUSTRIAL CENTER LE6EN0 C.WP. CIIPROI NQ CV,.�C151555 ara' EPSTN6 0�£RHEM ELECTRIC �I� PR. WATER PIPE OWGGVLL GATE: ..LINE 1.. 2075 MNOFRGRWNO 1EIEPHgC PROPOSm SNRTAxY SEWER PPE REMOVE E)GSTNG a1TUIfNOU3 FOR UTILITY INSTALLATIONS —GR— m MsTING IINDERGRWNO CABLE EASTRIG TELEPHONE PEDESTAL 3q PRGPOSm STORM SEWER PIPE PROPOSED ORAMTCE AVC OTEAV-OL': t r'a�rfw 0005�� �.-! ( O FASTING ELECTRH PmCSTAi —EIEC— m. ..BE,,1 REMOVE E)GSTNG WATER SVC REMOVE E)OSTIN SAN SVC �� �5 BLE PEDEa —AS— MR. GAS SERVICE C 0 u Y POUF _GJO.— PROPOSED TEI. -OW GEWCE • j i WE EmSTRA; um .. .m ...x , N 7"W AI4AT 415.49 FLAn EAs M STORM BEER 0 PROPosoo GT . RASP {n ns o A0�' a •m.0 ,.' D..{h .... W'e.'...' _ AM Pw[ � - _ — _ "— RIOPOYO FiAREOrtKi 9Er'-11011 I 1 -�- •f' �/ --- .;. ..E -- F �l-__ YaT-. PCI -' &ia.. -,f --- _�---1-m'� •.. REM01XI5TNG TREE _ ., Rt �(T� i +-. 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Call before you dig., L I I I Y }'OxBa � z4L } 1 I . II!�I B6g2 CURB LL GUTTER (TL -DUn J PROPO�I=B BUILDING 4e-000 S.F. FFE1=304.00 8612 CURB k GUTTER (TEP -OUT) . � LCY0.3F -..qµ Jure L EGF L FILTRATION' MEDIA PRETREATMENT BASIN T. I W/ RIP -OAP k GEOTT MLE FABMC ka0zs�• A AS oEmaN9v: c.w.A. CNGmer: G.wF. PRO.LNC, I 11IM586 00 COGINAL DATE: JUNE 11.2015 O1 ?� Nf A . O E ILII, � I _z g ft 4p tw i n (':e FL 3 wt KnowwhBeB below.' Call before you dig., L I I I Y }'OxBa � z4L } 1 I . II!�I B6g2 CURB LL GUTTER (TL -DUn J PROPO�I=B BUILDING 4e-000 S.F. FFE1=304.00 8612 CURB k GUTTER (TEP -OUT) . � LCY0.3F -..qµ Jure L EGF L FILTRATION' MEDIA PRETREATMENT BASIN T. I W/ RIP -OAP k GEOTT MLE FABMC ka0zs�• A B61z CURB w OJTTEP PRETREATMENT 3ASIN W/ RIP -RAP & GEOTE)EIILE FABRIL' PROVIDE INLET SEDIMENT CONTROL FOR ALL STORM SEWER INLETS WTHIN 24 ROIURS OF S'RUCTI:RE INSTALLATION PROVIDE ALSO FOR EXISTING STORM SEWER INLETS THAT WILL RECEIVE RUN-OFF WRING SITE CONSTRUCTION. LEAVE IN-PLACE UNTIL SITE IIAS BEEN STABILIZED (TYP) IEEIERIIE RITES THE INFORMATION SDFWI ON THESE DRAWINGS CONCERNING TWE ANO LOCATION OF EIBSFNO UTVTES 18 NOT GUAR#ITEO TO BE ACCURI OR ALL III THE CONTRACTOR IS RESPONSIBLE FOR MAKING MS DI DETERMINATION A5 70 TWE ANO IDCATIW OF UTII AS NECESSARY TG AMD DAMAGE TO THESE LHILTTIES. CALL '111' FOR EDSTNG UTILITIES LOCATIONS PRIOR TO ANY EXCAVATORS. THE CONTRACTOR SHAM FIELD VERIFY SIS. ELEVATDN, MO LOCATION O cK TIC SANITARY SEWER. STRIA SEWER, AND WATER MAIN AND NOTFY ENGINEER OF MY OISCREPAJGES PRIOR TO ME START OF INSTALLATONS INSTALLATONS SHALL CONFORM 'DIM OTT STANDARD SPECIFICATIONS AND CETAIL PLATES. THE CONTRACTOR SHALL NOTIFY CITY P UC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO WE INTEINUPTiON O ANY SEWER OR MATT SERWCES TO EXISTING HOLIES OR BUSNESSES. STORAGE OF MAWRMIS W EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RICHT-O-MMT. NOIFY GTy A MIHIBMM OF 49 HOJRS PRIOR TO THE COMMENCEMENT OF GTNSTRUCIION. ILL EECIMC, TELEPHONE, AND GAS =, NSONS N0.WING SERVICE LINES SHALL BE coRsWUCTED TO THE APPROPMATE UTCTY CONPMY SPEGNICAIIGNS. ALL UTILITY OISOONN .ONS SHM.L E COORDINATED WITH WE APPROPRIATE UTILITY COMPANY. STORM SESYER 11ITER FIELD VERIFY SZE. ELEVATOL AND LOCATION OF EIII3TING STOUT SEWER AND NOTR'F ENGINEER GF ANY !DISCREPANCIES PRIOR TO ANY NSTA.LATgNS WEN CALLED CUT AS PIPE, STORM SEWER BHALL BE REINFORCED CONCPETE PIPE (RCP] MIS CTS WITH R-4 CASKETS OR. IF ALLOWED 1ST CITY, HDPE PIPE MAY BE USED. (EEE PLAN FOR LOCATIONS WHERE RCP 6 REOUNE0.) HOPE PIPE SHALL MEET THE REQUIREMENTS OF AASNTG W294, TYPE S WITH WATERTIGHT COMNECTRI USE SAND/GRAN LAR MATERIAL FOR BADKnwNG AND coNPAcmCm or HOPE/PNC PIPE IN ACCORDANCE MT✓. WE REQUIREMENTS OF ASTU 2321. STGRM SEWER LENGTHS INCLLOE THE LAVING LENGTH O THE RAPED -END BICRON. LAYING LENGTH OF APRON TO BE DELI FROM PAYMEN' LENG`.H O PPE, ALL PORTQNS CF ME STORM SEWER SYSTEM LOCATED WTHN 10 FEET OF'ME BJIIDNG OR WATER SERMICE LINE MUST RE TESTED N ACCORDANCE WTH MINNESOTA RULES, PART 4715.7820. STORM SEWER PIPES TO E JOINED TO WE CAT" BASH U_W/ APPROVED R RUBBER JOINTS M MAKE TBH GASICH' OR WATERTGiT. CEMENT MORTAR JOINTS AE PERMITTED CNLY FOR REPAIRS AND CONNECTIONS OF EASTNG ONES CONSTRIICTM IPM SIIGH MOMS. CEREI a ll[TH EM/IS RITES REMOVAL AHC DSPOGAL OF EMSTING STREET NATERIAS AS REWIRED FOR CONSTRUCTION B CONSIDERED INCIDENTAL SAW -GIT EASTNO BITUMINOUS AND CONCRETE CURB TO PROVIDE MITT -JOINT. RESTORE DISTURBED STREET TO EKISTND OR BETTER SECTION. BACMLUMC OF MRS IB INGOIJTAL TO CURB INSTALLATION. FOR INCHES OF GJSS 5 UNOR CURB IS INCIDENTAL TO CURB MSTALLATIGN, CURB ENDS SHALL TERMINATE N A THREE-FOOT SEAVEI TAIL SEE SHEET C1 FOR LEGEND AS oEmaN9v: c.w.A. CNGmer: G.wF. PRO.LNC, I 11IM586 00 COGINAL DATE: JUNE 11.2015 O1 ?� Ab A . O _z g ft 4p tw B61z CURB w OJTTEP PRETREATMENT 3ASIN W/ RIP -RAP & GEOTE)EIILE FABRIL' PROVIDE INLET SEDIMENT CONTROL FOR ALL STORM SEWER INLETS WTHIN 24 ROIURS OF S'RUCTI:RE INSTALLATION PROVIDE ALSO FOR EXISTING STORM SEWER INLETS THAT WILL RECEIVE RUN-OFF WRING SITE CONSTRUCTION. LEAVE IN-PLACE UNTIL SITE IIAS BEEN STABILIZED (TYP) IEEIERIIE RITES THE INFORMATION SDFWI ON THESE DRAWINGS CONCERNING TWE ANO LOCATION OF EIBSFNO UTVTES 18 NOT GUAR#ITEO TO BE ACCURI OR ALL III THE CONTRACTOR IS RESPONSIBLE FOR MAKING MS DI DETERMINATION A5 70 TWE ANO IDCATIW OF UTII AS NECESSARY TG AMD DAMAGE TO THESE LHILTTIES. CALL '111' FOR EDSTNG UTILITIES LOCATIONS PRIOR TO ANY EXCAVATORS. THE CONTRACTOR SHAM FIELD VERIFY SIS. ELEVATDN, MO LOCATION O cK TIC SANITARY SEWER. STRIA SEWER, AND WATER MAIN AND NOTFY ENGINEER OF MY OISCREPAJGES PRIOR TO ME START OF INSTALLATONS INSTALLATONS SHALL CONFORM 'DIM OTT STANDARD SPECIFICATIONS AND CETAIL PLATES. THE CONTRACTOR SHALL NOTIFY CITY P UC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO WE INTEINUPTiON O ANY SEWER OR MATT SERWCES TO EXISTING HOLIES OR BUSNESSES. STORAGE OF MAWRMIS W EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RICHT-O-MMT. NOIFY GTy A MIHIBMM OF 49 HOJRS PRIOR TO THE COMMENCEMENT OF GTNSTRUCIION. ILL EECIMC, TELEPHONE, AND GAS =, NSONS N0.WING SERVICE LINES SHALL BE coRsWUCTED TO THE APPROPMATE UTCTY CONPMY SPEGNICAIIGNS. ALL UTILITY OISOONN .ONS SHM.L E COORDINATED WITH WE APPROPRIATE UTILITY COMPANY. STORM SESYER 11ITER FIELD VERIFY SZE. ELEVATOL AND LOCATION OF EIII3TING STOUT SEWER AND NOTR'F ENGINEER GF ANY !DISCREPANCIES PRIOR TO ANY NSTA.LATgNS WEN CALLED CUT AS PIPE, STORM SEWER BHALL BE REINFORCED CONCPETE PIPE (RCP] MIS CTS WITH R-4 CASKETS OR. IF ALLOWED 1ST CITY, HDPE PIPE MAY BE USED. (EEE PLAN FOR LOCATIONS WHERE RCP 6 REOUNE0.) HOPE PIPE SHALL MEET THE REQUIREMENTS OF AASNTG W294, TYPE S WITH WATERTIGHT COMNECTRI USE SAND/GRAN LAR MATERIAL FOR BADKnwNG AND coNPAcmCm or HOPE/PNC PIPE IN ACCORDANCE MT✓. WE REQUIREMENTS OF ASTU 2321. STGRM SEWER LENGTHS INCLLOE THE LAVING LENGTH O THE RAPED -END BICRON. LAYING LENGTH OF APRON TO BE DELI FROM PAYMEN' LENG`.H O PPE, ALL PORTQNS CF ME STORM SEWER SYSTEM LOCATED WTHN 10 FEET OF'ME BJIIDNG OR WATER SERMICE LINE MUST RE TESTED N ACCORDANCE WTH MINNESOTA RULES, PART 4715.7820. STORM SEWER PIPES TO E JOINED TO WE CAT" BASH U_W/ APPROVED R RUBBER JOINTS M MAKE TBH GASICH' OR WATERTGiT. CEMENT MORTAR JOINTS AE PERMITTED CNLY FOR REPAIRS AND CONNECTIONS OF EASTNG ONES CONSTRIICTM IPM SIIGH MOMS. CEREI a ll[TH EM/IS RITES REMOVAL AHC DSPOGAL OF EMSTING STREET NATERIAS AS REWIRED FOR CONSTRUCTION B CONSIDERED INCIDENTAL SAW -GIT EASTNO BITUMINOUS AND CONCRETE CURB TO PROVIDE MITT -JOINT. RESTORE DISTURBED STREET TO EKISTND OR BETTER SECTION. BACMLUMC OF MRS IB INGOIJTAL TO CURB INSTALLATION. FOR INCHES OF GJSS 5 UNOR CURB IS INCIDENTAL TO CURB MSTALLATIGN, CURB ENDS SHALL TERMINATE N A THREE-FOOT SEAVEI TAIL SEE SHEET C1 FOR LEGEND o C.M. oEmaN9v: c.w.A. CNGmer: G.wF. PRO.LNC, I 11IM586 COGINAL DATE: JUNE 11.2015 I O g i i9 ul� 3 fli PREPARED FOR INDUSTRIA(_ EQUMESS 4 811E PLANNNQ A ELIGNEEWNG PLOWE FIiBRIEERR rkm BUTTE nG WOLAKESMNGS) 4 FmcHaS1I FAC LEEI) 7914no1 NORTH O 15 !D GRADING, DRAINAGE & EROSION CONTROL PLAN I cz NEW HOPE INDUSTRIAL CENTER 6' GATE VALVE & BOX HYDRANT & VALVE -I CBMH RE 900.75 IE 998-83 CBMH RE 90',. 38 IE 898.57 a CBMH RE 901.05 .E898.32 SUMP 139332 CONNECT NEW 6' WU TO EXISTING 8- Nil CONTACT PUBLIC WORKS TO COORDINATE WATER MAIN CONNECTION RESTORE STREET TO EXISTING OR BETTER SECTION AS APPROVED BY ENGINEER r----Efi------ ----------------- CONNECT NEW B' WM TO EXISMG 1 CONTACT PUSUC WORKS TO COM ,� CENM32 DOVE WATER MAIN CONNE CONNECT NEW IS' PVC SAN SERVICE TO DISI SAN MH W/ BORT CONNECTION Ir�al 3._ UE 596 50) 4' INSULATION BETWEEN 6.1 say *121" ! 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"� CBMH RE 9D1.72 IE 696.67 OENENAL NOIEi TIE INFORMATION SHORN ON THESE DRAWNGS COINCpNNNG TYPE AND LOCATION OF EFISTINC UTILITIES IS NOT GUARANTEED TO BE A RATE OR ALL WJJMVL ME CONIRACEOR S RESPONSBIE FOR MMING HIS OWN OETERINATIOV AS TO TYPE ANE LOCATIGH OF UTILITIES AS NECESSARY TO AVOID DAMAGE 70 THESE UOIJTIES CALL '011' FOR EMSTNG L'TUTER LOCATIONS PAICR TO ANY EXCAVATIONS. THE COMTRACTDN SHALL FIELD VDIN Y SDE. ELEVATION. AND LOCATOY OF EXISTING SANITARY SERER, STORM SEWER, AND MUTER MAIN AMD NOTIFY ENGNEER OF MY DISCREPANCIES MOR TO THE STMT OF INSTALLATIONS. NSTALLATKYYS SMALL CDNFORU TO ME PTY STANDARD SPECIFICATIONS AND CE'A. PLATES 7HE CONTRACTOR SHALL NOTIFY CITY PUBLIC WDRI(5 DEPMMENT A MINIMUM OF 24 HOURS POOR TG THE NTERHOPTOM GF MY SEWER W WATER SERNCES M E%S'ING HOMES OR BUSINESSES. STORAGE OF MATERIALS M COUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WA7H:N PU&;C R4H7-OF-NAY. 4DTFY a- A M:KMU'M W 40 HOURS PRION TO THE COMMENCEMENT OF WNSMUC"ICN. ALL I:ECTRIC. TELEPHONE. ANO GAS EK'EHSGHS NLLIDING SERNCE LINES SHALL BE CONSTRICTED M. HE APPRO ME UTILITY COMPANY SPEGRCA71MS. ALL UTI DISCONNECTIONS STALL BE DOORINATED PATH ME APPROROA'E LnLIY COMPANY, Kim MAIN NOTi3 EXWNC WATER MAN LOCATION AND SII BMW. BE VERREO N THE FIELD M104 TO CONISIR'JC1 . NOTIFY ENGNEER OF MY DNSCMPMCFS MM TO MY NSTAMATION5. PROMDE PIPE NSULATION WHERE SEWER (SANITARY 0 STBBY) GROSSES M'HWN IB' OF AAX1 MAN. PROPOSED Y:ATER MAIN SIAM BE B' DIP CLA55 52. MECHAKCAL JONES SHALL BE USIA FOR WATER MAIN PIPES 4' N DIAMETER AND LARGER. RIBBER GASKES SHALL CONFORM 70 AMA CIII (ANS A21.11). MANTM MINIMUM B -FF COVER TO MP W ALL WATER MAIN RPE. SAMITAOT SEWER ROTES EN LIG SMITART SENS Xi;AjUk S& AND LLEVATO4 SHALL M YENRIED N TRIS FIELD MOR TO COINSTRVCTIGY. NOTIFY E'NGIMM OF ANY OISCRFP/NOES PRIOR M ANY INSTALLATIONS. PROPCBED SANITARY SEIIFk SHALL BE PVC SGEDULE 14 STORM SEWER NOTES FIELD YERFY SZE. ELEVATION, AND LOCATION W EMSONG STORM SEWER AND NOTIFY ENMEEH of MY WSAEPMCES PRGH TO MY INSTALLAIMS, WHEN CALLED OUT AS RPE, STORM SEWER SHALL BE RENFORCFD CONC ETE PIPE (RCP) MSC76 WIH R-4 CASKETS BB. IF ALORm BY CITY. HOPE PIPE MAY OF USED. ISEE PLAN FOR LOCATIONS WHERE RCP IS REOu6.1 REHDPE PIPE STALL MEET ME. REMAREMENTS OF AAWTO M294. TYPE S YA WA'ER'I COMNECTPNS USE 51W0/GRANULM MAlMIAI TOR BACIERWHG AND COMPACTION OF HWE/ RPE N ALCOMANX MM THE REOL-REMENTS OF ASM 2J21. 57pWA SEWER LEmMs INCUJDE THE LATINO LENGTH OF THE FUMED -EMD SECTION. LAYING LENGTH a APRON M BE DEDUCTED FROM PAYMENT EENGM OF RPE. AL PORTIONS OF ME STOIIM SEWER SYSTEM LOCATED WTHN 10 FEET OF ME BUILDING M WATER SERVOS LIFE MUST BE TESTED N ACCORDANCE WI MNNESCI RS.M PAR7 4715.2020 STORM SEWER PFES TO BE MNM TO ME CATCH BARN MANHOLES W/ APPROVED RESIJENT RUBBER JOINTS TO MAR TEN GASTIGHT M WATERI CEMENT MORTAR JOINTS ME PMITIEA ONLY FOR REAMS AND COINNECTONS OF EMSTING MMES CONSTRUCTED WM SUCH JOINTS, SEE SHEET CT FOR LEGEND 'RA' I °C.W.P. ` C.M.CAS. C.W.P. cNCNm Bv: FITOA Na C.W.P. T5.1555 OROT4AL CATS: JUNE 11.20;5 I f I. I I I I ��I O I ,s 3a` UTILITY PLAN NEW HOPE INDUSTRIAL CENTER PREPARED FOR; INDUSTRIAL EQUMES v BETE RAWJN6 PLYOWFAEIn f�pn,nK IW�ATIE 10 ° LNC LAXES.MN IR014 RHONE: IB611201.8210 FIJ01E61i9,I , NORTH D 15 w� I I.- 90FEET C3 OF DRAIN LEAD J TRENCH DRAIN ! O 2.05 RE 899.80 _ k IE 998.50 fIk EXTEND SAN, SEWER, WA Aft ROOF d I DRAINLEADS INTO BU NO AT 1! -AHONS DETERMINED BY OWNER TRENCH DRAM RE 899.80 1 u IE BS5.50 I / W -B' PMC O 4.8% - LF CLEANOUT PROPOSED BUILDING RE�812 N 48,000 S.F. / FIFE=904.00 39'-61 PVC NB tDs Ni TRENCH DRAIN RE 899.86 IE 898.56 AIN I, ?w• ROOF DRAIN LEAD cLrANC UT TRENCHRE 899.80 02.0% RE 898.00 IE 898.50 I I IE 894.50 p CLEANOUT 30'-8' PW O 1.327 HYDRANT & VALVE I I '" 1 6' 0906- :1,1 1= L J -1W I-- 4s iE>F - 16e-PrORAR+IILE O OIL -IE-894.58 - __- ___ __ � -- 'EXISTING WATER MAIN, HYDRANT,I & VALVE LOCATIONS ESTIMATED FROM INFORMATION PROVIDED BY OTHERS, NOT FIELD VERIFIED. LOCATION, SIZE. AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION, RESTORE STREET TO EXISTING OR BETTER SECTION AS APPROVED BY ENGINEER I 1 8' GATE VALVE & BDX - a iLr HYDRANT L VALVE Aw...MLI� CEMH p E901.72 I 97.30 1 E 847.30 I 1. j - CBMH 711 RE 901.72 IE BI e< vuvE y 18' APRON 1B' APRON IE 896.013 S :E 896.00 IHR ` IE RBE 900170 OUTLET (MIN L STRUCTURE /1 SUMP 89340 REP CE EXIST, 15" PIPE RE 901 00 7715' HOPE O 2.80% REPLACE EXIST CBMH IE 893-5D W/ NEW MH i (SEE DETNL-SHEET C4, RE 901 50 15' APRON IE 89341 IE 691.23 G.'� -- Know. whars below. Call before you dig. "� CBMH RE 9D1.72 IE 696.67 OENENAL NOIEi TIE INFORMATION SHORN ON THESE DRAWNGS COINCpNNNG TYPE AND LOCATION OF EFISTINC UTILITIES IS NOT GUARANTEED TO BE A RATE OR ALL WJJMVL ME CONIRACEOR S RESPONSBIE FOR MMING HIS OWN OETERINATIOV AS TO TYPE ANE LOCATIGH OF UTILITIES AS NECESSARY TO AVOID DAMAGE 70 THESE UOIJTIES CALL '011' FOR EMSTNG L'TUTER LOCATIONS PAICR TO ANY EXCAVATIONS. THE COMTRACTDN SHALL FIELD VDIN Y SDE. ELEVATION. AND LOCATOY OF EXISTING SANITARY SERER, STORM SEWER, AND MUTER MAIN AMD NOTIFY ENGNEER OF MY DISCREPANCIES MOR TO THE STMT OF INSTALLATIONS. NSTALLATKYYS SMALL CDNFORU TO ME PTY STANDARD SPECIFICATIONS AND CE'A. PLATES 7HE CONTRACTOR SHALL NOTIFY CITY PUBLIC WDRI(5 DEPMMENT A MINIMUM OF 24 HOURS POOR TG THE NTERHOPTOM GF MY SEWER W WATER SERNCES M E%S'ING HOMES OR BUSINESSES. STORAGE OF MATERIALS M COUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WA7H:N PU&;C R4H7-OF-NAY. 4DTFY a- A M:KMU'M W 40 HOURS PRION TO THE COMMENCEMENT OF WNSMUC"ICN. ALL I:ECTRIC. TELEPHONE. ANO GAS EK'EHSGHS NLLIDING SERNCE LINES SHALL BE CONSTRICTED M. HE APPRO ME UTILITY COMPANY SPEGRCA71MS. ALL UTI DISCONNECTIONS STALL BE DOORINATED PATH ME APPROROA'E LnLIY COMPANY, Kim MAIN NOTi3 EXWNC WATER MAN LOCATION AND SII BMW. BE VERREO N THE FIELD M104 TO CONISIR'JC1 . NOTIFY ENGNEER OF MY DNSCMPMCFS MM TO MY NSTAMATION5. PROMDE PIPE NSULATION WHERE SEWER (SANITARY 0 STBBY) GROSSES M'HWN IB' OF AAX1 MAN. PROPOSED Y:ATER MAIN SIAM BE B' DIP CLA55 52. MECHAKCAL JONES SHALL BE USIA FOR WATER MAIN PIPES 4' N DIAMETER AND LARGER. RIBBER GASKES SHALL CONFORM 70 AMA CIII (ANS A21.11). MANTM MINIMUM B -FF COVER TO MP W ALL WATER MAIN RPE. SAMITAOT SEWER ROTES EN LIG SMITART SENS Xi;AjUk S& AND LLEVATO4 SHALL M YENRIED N TRIS FIELD MOR TO COINSTRVCTIGY. NOTIFY E'NGIMM OF ANY OISCRFP/NOES PRIOR M ANY INSTALLATIONS. PROPCBED SANITARY SEIIFk SHALL BE PVC SGEDULE 14 STORM SEWER NOTES FIELD YERFY SZE. ELEVATION, AND LOCATION W EMSONG STORM SEWER AND NOTIFY ENMEEH of MY WSAEPMCES PRGH TO MY INSTALLAIMS, WHEN CALLED OUT AS RPE, STORM SEWER SHALL BE RENFORCFD CONC ETE PIPE (RCP) MSC76 WIH R-4 CASKETS BB. IF ALORm BY CITY. HOPE PIPE MAY OF USED. ISEE PLAN FOR LOCATIONS WHERE RCP IS REOu6.1 REHDPE PIPE STALL MEET ME. REMAREMENTS OF AAWTO M294. TYPE S YA WA'ER'I COMNECTPNS USE 51W0/GRANULM MAlMIAI TOR BACIERWHG AND COMPACTION OF HWE/ RPE N ALCOMANX MM THE REOL-REMENTS OF ASM 2J21. 57pWA SEWER LEmMs INCUJDE THE LATINO LENGTH OF THE FUMED -EMD SECTION. LAYING LENGTH a APRON M BE DEDUCTED FROM PAYMENT EENGM OF RPE. AL PORTIONS OF ME STOIIM SEWER SYSTEM LOCATED WTHN 10 FEET OF ME BUILDING M WATER SERVOS LIFE MUST BE TESTED N ACCORDANCE WI MNNESCI RS.M PAR7 4715.2020 STORM SEWER PFES TO BE MNM TO ME CATCH BARN MANHOLES W/ APPROVED RESIJENT RUBBER JOINTS TO MAR TEN GASTIGHT M WATERI CEMENT MORTAR JOINTS ME PMITIEA ONLY FOR REAMS AND COINNECTONS OF EMSTING MMES CONSTRUCTED WM SUCH JOINTS, SEE SHEET CT FOR LEGEND 'RA' I °C.W.P. ` C.M.CAS. C.W.P. cNCNm Bv: FITOA Na C.W.P. T5.1555 OROT4AL CATS: JUNE 11.20;5 I f I. I I I I ��I O I ,s 3a` UTILITY PLAN NEW HOPE INDUSTRIAL CENTER PREPARED FOR; INDUSTRIAL EQUMES v BETE RAWJN6 PLYOWFAEIn f�pn,nK IW�ATIE 10 ° LNC LAXES.MN IR014 RHONE: IB611201.8210 FIJ01E61i9,I , NORTH D 15 w� I I.- 90FEET C3 LKI.s'YIEAR-2380MGR COME MIXTURE 6 [ VWE41030S) O , MA COAPACTDNOD TAQi GOAT. MNCOT 235) NC BA!E - 2340 MLN -HEAR OWNSE MIXTURE C {LWIM350308) ORONART COINPACTIq) Ll -11110 B" AOC. BASE. CL 5 M CL 6 MNDOT 3136 SPEURED DENSITY COMPACTION METHOD APMWD GRANLIAR SUBBASE AS DETERMINED BY CEOIECHMCAL ENGINEER PAVING SHALL WN 4 TB WE LATEST EDITION Cr MNDOM S ANOAAB SPEOFlCARON9 FOR CONSTRUCTION ANO THE CIMS STANDARDS EOR STREET AM umw LAIN WIICMIN. GEOTEOW AL ENGNFER TO RENEW ON-SITE SOLS ARID PAVEMENT SECTION PRIM M ANY INSTALLATIONS ITIM R IITBEIINOBS NOT TO SwF LLL YW WM E - 734TYPE TWL" E AFARONACWRSE MINTE TLVME45030B) CRRY GOMPACAM MEtTHNLD TACK COAT, MNDCT 2357 2' BASE - 7380 TYPE LYS NON -NEM COURSE MIXTURE B (LVNR3503M) LRGI AK CMPACMCN METHOD 5" AUG BASE, CL 5 CR CL E MNDCT 3138 SPEGIFIED DENSITY COLPAcrNN METHOD - APMGVED LRAMAAR SUBBASE AS DETERMINED BY GEDTECNNWLL ENGINEER PAVING SHALL CONFORM TO THE WTEST EDITION BE LNMDOTS STANDARD SP HOMS EOR WNS'rINCTION MO WE CMYS STANDARDS FOR STREE7 ANO UTILITY CONSTRUCTION. GEOTXcH K;AL EMINEER W REVIEW CN -SITE SOLS AM PAVEMENT SECTION PRIOR TO ANY INSTALLATIONS BEOyr IBTT BITOIIBIDOS NOT TO SCALE 1. AGREGATE SHALL BE THE FOLLOMINC: DOUBLE WASED STONE GN - N/4" -1/2" WASfEO RIVER RUIN PEA GRAVEL L YELL-eLFMnED RLTIAIM MEDIA TO SE COMPRISED OF (BY 1AWMF)" )G-86% CLEAN CWSTRUCTGN SAND (AASrHT) M-6 OR ASTM C-R BRAN SIE G02-0.041 I,- . OROARIG LEAF COAPOST: MnDOT GRADE 2 CONPOST 3. ND MIRING 3, SANDY SOLS ALOWEP Ix BASIN. a. NNµ GRACE ONLY LPON STABIDATIM OF UPSTREAM AREAS 3 BASIN TO RFANN INUNED. 6. PRIBASIN FROM RUN -CFF DURING LOT coNsmcwu ACIVITES. EXCAVATE DASIN TO FNAL GRADE ONLY LPW STABU2ATHGN W CMTRDUING MANAGE A". T. USE LOW -IMPACT, EARTH MCMNG EQUIPMENT (NDE TRACK OR MARSH TRAM EQUIPMENT, OR UGHT{O)IPMENT MM IURFTYPE TRE$,) PROLDE 3" FEROIS BHREEDED MOD CHIPS AROUND NEW PLIOTNGS — Iti HM AI-EWATE ANY COMPACT➢ SOLS (BT USING h PRIMARY ILLNG WERATDN SNOT AS A CRISEL PLOW. RIPPER OR RURSOII TO 6' MIN. DEPTH PRIOR IG PLACING PLANTING MEDIA OBTLETCOMTBILSTIBCTOBEOf NEI TO SCALE PLANTING SUGGES:rONS BOTTOM OF BASIN I SIDE SLOPES RATIVE P.AN"M MAINE 19 f 310 GIANT EI IECD BIG BWESIEM M'OOL GRASS EEXA BWE ,TONT MAW GONG WASS SIROH GRASS BLE FLAG IRIS I RWE VERYAN SWAMP MILKWEED I PRAIRIE B ING5TAR 7AA0RhcN '"'RACK JOE-P-rE WEED NEW ENGLAND ASTER NEW ENGLAM ASTDI RED-OSFR D06MDOD PRAIRE BLA7INGSIAR SANDBAR VU-01N0 ONESc. BLA Nam BLACK CHOID:CHERRY I BUCK Y m RANT NAI ML TGLERANT OF INUNDATION AND MDUG47 (NATYE PLAN15 REWMMENDED - SEE TABLE. ABDYE) OR V5E NnGOT SEED MN 33-26T (APPUGTON RATE -35 LBS/ACRE) PING SCREW CAP (2 INDIES ABOVE GRADE) SOLD STANDPPE (MM 4- NON-PERFOI4T]I S76AULE 40 PVC) USE 45 DECREE NNE AND SW I OR EIXWALEMT TO CONNED] UNN.RMAIN TO STMDPPE ; WATLHIIWI PIC CAP --,\w ON UPSTREAO EM OF UNDERMAN "`FII I=1 EDDSOR Ga3TU0L BLANKET SUITABLE I'M SEEDING (E.G STRAE-WCO]UT BLANKET) . �RhSHU SOILS Hr NCLL-BLENDED MLTRATKN MEDIA {SEE NOTE /2) ACGIiEGATE BED W/ 6' FEIFCRAIOI M,INTIE (SET DETAIL AT RIGHT) MMl-FnTRITiBMBON - NOT TO SCALE SOD RPE — mro IED PIPE IBBIM TILE Iffm4a NOT TO SCALE TA _B ENDED FILTRATION MEDIA t (SEE NOTE E2) ER COURSE Ln. E7B OR / 58 STONE) m 8" PERFDRhTED DRA E (HO SOCK) w - A57 STONE (ARWM MO ABOVE PPE) NCN-NOAH GECIEATLE (Mruu TYPE 1) DYER AGGREGATE HM� OUTSIDE BASK USE SOLID F MR INLTHOUTW KGCK AM FABRIC EIIpp11lE NOT TO SALE REf MGIETc � 1. TpoFL *,.MLNin ReIlon N ML 7. V.V tb OIMI RNA[ MNIOr SAY. 3286. 3. Pd" NTIML TII I ** bMF Vsm %XITYtA rAmpety r. I MN .. PAd" tin(3N-,&ptnMIE0vom, ISGLNtTnMPr. 5. 'A fW XX B'P—XI IPMs 6"SLP). 6. IWL NFLew Imp FTNWtl putaL 1uLL:T0'. UST A[WNN' SL8nt9G �ZF FENCE TNSrAL(anON sA+. mos �} EW HOPE. MN eBo-1 FNiITIG OPB . IWCMIDII Is M OF THE ORBBGN IFlGI1f PLAIM WMLT ROD DRAW Qi9AP6P HINM NEON INBST PVUTIELnON CURB AM faRIFA NOOLL �� GRU[CTGRNIUE OR OTYYPPNOV2D EQILYL — OI[NtGW III IF i TME ORFFOtTRAR ! � N1AilMT ATTOP /. f aFFutNLAe6D(6LT FRTal A61M l I INAI4ERER P DxgLDE BY LOY11O3Yf '�— NB0Ir1N)W FART[ • FORTE NEW RSm0.Y8 STANDARD USTd'Ku MSALL MAI MOLD DRAIN cGam LR OTY AN.0" EQWt 1NLETPRaTBtTION CATTY( SAM INSEU m mos ®Stantec AFrERPAVING CITY OF NEW HOP E,MN etD sc HOLT(-e MIMI DAIM VYOEnCTdP3]M I W49i1M DEFTH Y-3" 005140 ROES ON DDGSL PS PER _.AWW��'• ' SPEOFIOATnN6 Sr MDSMUM OUT OFF BERMTO MINIMAE RUNOFF FROM SDE AI L HTLTEA rMUUC STALL BE MACH UNDER ROCK TO STOP MUD HMN 07 M THRat E ROCK nurist FABRIC IS NOr REQIRREO UNDER YYOOOOIPS. 2. am OFN100DCTIPS USPD FOR CORSrR1KTI0N URIANS MUST BE EETW3N INCHES ANO 5 INCHES. NO CNPPISI MANUFACTURED WOOD AFOOR c)EFN IA LYTREITED WOOD IS ALLOWED. 3. EIVIRANC AMIEMAINTAINFJI REGULARLY TO PRROET SED94ONTATMN ON PUSUC ROAV IY5.MIGITIYE RODE OR WOODC20PS WILL BE RU40WD FROM AMACENT RAILWAYS .1 OR ACRE FREUENRY AS MECBS , Sunuc ROCK CONSTRUCTION ENTRA51ZE >w )Ds CITY OF NEW HOPE, MN eiapi ?DOIBNCI®91IOQ:LL to-..'.'.'. FaA.AAArAmNow ` uAl LT XE -OA OMAI6CI15F FwE BE INNMK:reN IXF+Ir NEN, ME FOUNDATION & WOOING NESDImm rGNOATRTI MAfgDALQls2aH NOb.) CGNSmEp¢P )NGTENIALTOTHE W#F1W PAN4AR BORTOW RNA]FATAL (R42.i8.1)NTNISANW 1 N4NIOYEO MPE LI .•�ATGII woOrsNec �FGINDIDrNe - uRNaHMM 1rIPPOOTMTTP, •A "DN.0 Cag16IFJTETOE MA«IrNTL OIARET[#GPPOE IMPROVED PIPE FOUNDATION MATERUIL POOR SOUS PIPE FOUNDATION & --BEADING FOUNDATION IAF.Darao. METFIDDS FOR PVC rFNNI tom ® CITY OF NEW HOPE, MN BC -0 I TIelBiGK TY: CAO C.W.P. CHAD BY: PNGU.Nc, GWP. 751555 CROMAL DATE: JUNE 11, 7015 1 I U ! aiIS N �^S IT PREPARED FOR: INDUSTRIAL EQUITIES BINE RhNNNN d BNGINFPSFNG PLOWE EIIe 1111 MPL 5 MLAKEDRIYE 81111E 110 UM LAKES. NNS014 PHONE: M6T)B21d2D rA 0517301$401 DETAILS NEW HOPE INDUSTRIAL CENTER CU DIPSCTI QT ORECT:QN Or RONp� rG ril Lo'f MNEFr "I ,g Y R POS, vmA NSTAI WN STAKCMO B Nal-rLGR NALT.'i SLICED SfA/DARO R W' -FLdA J 4 l ) V 1 UST A[WNN' SL8nt9G �ZF FENCE TNSrAL(anON sA+. mos �} EW HOPE. MN eBo-1 FNiITIG OPB . IWCMIDII Is M OF THE ORBBGN IFlGI1f PLAIM WMLT ROD DRAW Qi9AP6P HINM NEON INBST PVUTIELnON CURB AM faRIFA NOOLL �� GRU[CTGRNIUE OR OTYYPPNOV2D EQILYL — OI[NtGW III IF i TME ORFFOtTRAR ! � N1AilMT ATTOP /. f aFFutNLAe6D(6LT FRTal A61M l I INAI4ERER P DxgLDE BY LOY11O3Yf '�— NB0Ir1N)W FART[ • FORTE NEW RSm0.Y8 STANDARD USTd'Ku MSALL MAI MOLD DRAIN cGam LR OTY AN.0" EQWt 1NLETPRaTBtTION CATTY( SAM INSEU m mos ®Stantec AFrERPAVING CITY OF NEW HOP E,MN etD sc HOLT(-e MIMI DAIM VYOEnCTdP3]M I W49i1M DEFTH Y-3" 005140 ROES ON DDGSL PS PER _.AWW��'• ' SPEOFIOATnN6 Sr MDSMUM OUT OFF BERMTO MINIMAE RUNOFF FROM SDE AI L HTLTEA rMUUC STALL BE MACH UNDER ROCK TO STOP MUD HMN 07 M THRat E ROCK nurist FABRIC IS NOr REQIRREO UNDER YYOOOOIPS. 2. am OFN100DCTIPS USPD FOR CORSrR1KTI0N URIANS MUST BE EETW3N INCHES ANO 5 INCHES. NO CNPPISI MANUFACTURED WOOD AFOOR c)EFN IA LYTREITED WOOD IS ALLOWED. 3. EIVIRANC AMIEMAINTAINFJI REGULARLY TO PRROET SED94ONTATMN ON PUSUC ROAV IY5.MIGITIYE RODE OR WOODC20PS WILL BE RU40WD FROM AMACENT RAILWAYS .1 OR ACRE FREUENRY AS MECBS , Sunuc ROCK CONSTRUCTION ENTRA51ZE >w )Ds CITY OF NEW HOPE, MN eiapi ?DOIBNCI®91IOQ:LL to-..'.'.'. FaA.AAArAmNow ` uAl LT XE -OA OMAI6CI15F FwE BE INNMK:reN IXF+Ir NEN, ME FOUNDATION & WOOING NESDImm rGNOATRTI MAfgDALQls2aH NOb.) CGNSmEp¢P )NGTENIALTOTHE W#F1W PAN4AR BORTOW RNA]FATAL (R42.i8.1)NTNISANW 1 N4NIOYEO MPE LI .•�ATGII woOrsNec �FGINDIDrNe - uRNaHMM 1rIPPOOTMTTP, •A "DN.0 Cag16IFJTETOE MA«IrNTL OIARET[#GPPOE IMPROVED PIPE FOUNDATION MATERUIL POOR SOUS PIPE FOUNDATION & --BEADING FOUNDATION IAF.Darao. METFIDDS FOR PVC rFNNI tom ® CITY OF NEW HOPE, MN BC -0 I TIelBiGK TY: CAO C.W.P. CHAD BY: PNGU.Nc, GWP. 751555 CROMAL DATE: JUNE 11, 7015 1 I U ! aiIS N �^S IT PREPARED FOR: INDUSTRIAL EQUITIES BINE RhNNNN d BNGINFPSFNG PLOWE EIIe 1111 MPL 5 MLAKEDRIYE 81111E 110 UM LAKES. NNS014 PHONE: M6T)B21d2D rA 0517301$401 DETAILS NEW HOPE INDUSTRIAL CENTER CU DRAM 6Y: DE61GM1I9Y: -` - C.IA. C.W.P. C"D 9Y: G.WP. I P N0. 154555 I } i 3 Iy� I J I I I ' ' i ! i. i I Glut ea!}am of Itredhde tr 1/2 diameter sl pme aM sCpe pnJ'd ♦! •'+ MYnM1b elepx w II t; 1/ard se corset r6cFl Penin - Uow W eor:s Ia aFne YFwmirewm. 1 "'! \ 1 R16429 •Y T' ♦ ''4 y_e ,r a• r NeerM 1 e o d al �IJ °qa � ylleretl. Tenn Adl•u=, .in 0,L ndee. /� 2 ,v,anam 4r 6.,mMOUNTABLERLE 'nimm m 4' el I ^n95 u. lytl pSee ;r mer{. i•iree -r ani a rxscrela cd>:. an Inr Wlrnde. Yo.imum 5[t- adi43hr4,t albrad H. E .h.d rngx antl :-AN. cl N rfioi• skln. �• jmer Ra aPwFYk+x w /`- Pbe h t; 2 4rode 69 bel i , I' Re'mlertemint C+ Cgnt. th' •?t l'enar. i% _ iNo sleae F—d � ', r-a: la..b � •.a.•�ce w Iw4e -.-0ltl'V.1 ..El:.y house marl Lw 9r4WM Mln Ir. , m:.de m» euds:dw of rnsrnm- " :{ x �: e•x iocetal': A.d +• Iron- # M10 s,Ec-ad oL<M�1a41P IIwnG:P� ; ,._ _ 1 1 -._.L` _. 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I ~-� Nannoie 54Ts steel Le F'Euc4 w Inas allwt r Ir:w , ar cane , %-�- i lai..q aaanaiream dl fnr. ^P 1a f k i I as-s o:m r aace stew a 9^l r11 M1�, .�e :tm, locinp �o.l sl•sar Ic- rx 'ns 36' -d - I - pmPeemt tlakrt•.e, E" Icr '4' Vwb 1 Inrrn• :UCY.nres I' !t+ A a•,ee -S"r.r. cv, 14'. ad ren 'I, 5"xf'' t0/IG nh��.. s_cTI; r. \ \"-yawl 5cllen FTYPE 11 CATGi BASIN MANHOLE ' IYdI 1001 ®SftntaC CRY OF NEW HOPE, MN sTo-s 11 { rR6flP ! �- 1 �• ---- PLAN - � p. ktlwtlFil01RE1!Er:•s f MMOPI.v Itm3r I.MmY dl ,thy, la .W nmma Iv �• AND NalyitDpJR + (ONE 0.BI[vuW l6•PIgp01AmMLY 2plal86r r r !_ QmSR,'AN RNNCTMIV SEN A-A �0BlT9T]A $EL'jiiX'SB$ FAIVCTN['N 6' 3isbn.o So .adoOw If2f � Sr 4- %^ :J4 !1 MnfHIT 6692 1' •6 Mr.DC?T E81fi - •� . - 111 MnbGT E82A ,,,, r=�mf _ I� I-2„ 62-1_ �yyyilililil - 26'r FB'r MOUNTABLE I� I I1 1/7` ]R' � 1; 1-r 1•�y 5 1 r 3 4'�r III� --•�.' 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IAddd011 RSONE: Id61)8B7-RIh FAlD R5:79htfla0l GATE YAWEA.4D Boxi MM.IMe ®5CaT4@C nEsrA:unaE CITY OF NEW HOPE, MN . wATa - CONS7tETE DRIVEWAY APRON ®� � I COMMERCIAL '6 d 00° nne n CRY OF NEW HOPE, MN sTxe Mn n CITY OF NEIN HOPE, MN wAr� .. 6 QTY OF NEW HOPE. MN WATB _ DETAILS a C4m2_ NEW HOPE INDUSTRIAL CENTER PART N.C. - TERMINATION OF COVERAGE I. TERM TICK CF COVERAGE LIEN CONSTRUCTW IS COAIPIETE: ALL PERMTME(S) MUST SIRINT A N0710E OF NOMINATION (NOT) 70 THE LOPCA N A FORM PROVIDED BY ME COMMISSIONER WITHN Me OAK MIER A ACTIVITIES WOUIRED FOR FINAL STADIUMDON IRE PART N.G.) ME COMPLLIT. WE PERMITTE(S}' COVERAGE ADEN THIS PERMIT TERMINATES AS MDNGM ON 711E SVENISSION DAM OF THE NDE. 2 FERMINATION OF COVERAGE WEEN TRANSEM OF CYWIERSHIP COCASE ALL KMMPTEE{5 MASM SLSMT A NOT OI A FON PROVIDED FTE BY WE COMMISSIONER AMR 30 DAYS AR NG GR CNERWISE LEGALLY TRANSFERRING WE ENTRE SME XNCLEDING PERMIT RES NSBILfIY FOR ROADS pM,MS MT A SM TD) ANOTHER FNR YY NO PERIM"O INFRASTRUCTURE' GGWNYGEAN OUT- OR ACEW M19 PERMIT M TERMINATES AT MIUMI LN THE SUBMISSION DATE O' THE NOT. 3. PERMEET"T MAY TERMINIPERMIT COVERAGE VIGOR M COPLEAON OF ALL CONSTRUCT ACTMIY IF ALL OF ME POLLOWNO CUA,,TR%2 RE HET. AFTER TE PERMIT IS TERMINATED UNDER 'EES PART, T WERE IS MY SUBSEQUENT GEWELUPMENT ON ME REMNNNG PORTIONS a NE SITE WERE COiSTRUCnON ACWTY WAS HOT COMPLEX, NEW PERMIT GMAM,, E MUST BE CB- IF THE SUB EMMENT DEVELGIRMI ITSELF N R PRT OF WE REMAINING COMMON TITAN OF GEVELCPM[RT CR SALE WILL REIGN T N RAND DISTURBING ACTYTES GE ONE (1) OR MORE ACES N SIL A. CONSTRUCTION ACTIVITY HAS CEASED FOR AT LEAST SO OAK, B. AT LEAST W PERCENT (BY AREA) OF ALL CRIGRI PROPOSED COISMUCTILN ACTIVITY WB BEEN COMFRMGD AND PERMANENT COVER ESTABLISHED ON MDSE ARII C. ON AREAS WHERE CONSTRUCTOR AC1ViTY 15 NOT COMPt5 F. PERMMENT CCWR HAS SEEN ESTABLISHED. 0. WE NEE N N COMPLIANCE VAN PART IV.G2 AND PART MCI& AND RNEIE APPUC . PART LVA4. OR PART N.GS, 4. PMW EE(5) MAY TERMINATE COVERAGE UPON APPROVAL BY ME MPCA F KFOVILATNN N NIBMTIEO TO WE MPG DOCUMENTING THAT FORMATION IS APPROPRIATE BECAME WE PROJECT 15 CANCEL W. PART III.A.3 - TRAINING DOCUMENTATION WAITING DOCUMENTATION: ME PERIIDTFE(S) SI ENSURE WE INONGUALS 10IMMONED IN PART:II.F. HAVE MEN WANED N AOCONANCE WITH THIS PCRIWTS TRANNG REGJIREMENTS WE PER IT=S) SHALL ENSU REME TR W KG B RECORDED IN GR MIM WE SVPPP BEFORE THE STAIR OF OdI5TRUCIION N AS SOON AS WE PERSONNEL FOR ME PROEGT HAVE BEEN DET. IIED. WCIAERTAIOE SHAM INCLUDE: A NAMES OF WE PERSONNEL ASSOCATED MW IS PROJECT THAT ARM REQUIRED TO BE TRAIN© PCR PART IA.F.1. OF MS FENAT. L DATES OF TRAINING AND NAME OF INSiFAICTOI(5) AND ENI PRDYIDNQ 1RANN0. C. CONTENT Di TRNNINO COURSE OR WDIW[a10P CODING THE NUMBER or WRAM GF TRAINING PART M.B - SWPPP AMENDMENTS WE PERIIR: M% MUST AMEND VIE WRAP ANI HEIZSSI 70 INCLUDE ADOITIWAL REOJIRPM . . SUCH AS AOORUNAL OR MOORED BAPS WAT ARE DESIGNED TG CORRECT PIWIESIS ioMI W ADDRESS 9TUAIMS WHENEVER: • MORE IS A CHARGE IN O NCH. CCNSTRUC ON. OPERATION, MAINTENANCE WEANEB N WASION& MATERS OR WAT UNOHAS ND GNFIC N EFFECT W LME DISCHARGE OF PULWTMMS TO SURFACE 2. INSPECIIGNS W INVESTIGATORS B' SIT OTHER OR OPERATORS USEPA W PPCA OFFICALS INDICATE WE SM'PP N NT EFFECTIVE IN ELSLINATNG OR SIGNIFICANTLY MINIMIZING 1L. DSCHARGE W v TANTS TO SURFME WATERS ON UNDERGROUND WAITS OR MAT WE OISCHARGES ME CAUSING WATER WARTY STANDARD EIIOEMANCES (E.O,. NUNARCZ CONDMNS AS COINED IN MINN. R. WAO021O. MRP. 2). & THE SVPPP S NOT A3HICANG ME GENERAL OUJECTVES OF MINIMIZING POLLUTAN73 IN STWMWATR DISOIRIBES ASSOCIATED IBM COLSTRUClON ACTIVITY, W THE SWPPP IS NOT CN9MEHT WN THE TERMS AND CONDITIONS OF THIS PERMIT. 4. AT MY TIME AFTER PERMIT COVERAGE IS EFFECTIVE. WE MPG MAY DETERMINE MAT WE PROJECTS STOMRAIER g3CNAR4, MAY CAUSE. HAVE REASWAOE POTENT& TO CAUSE. OR CONI TO NW -ATTAINMENT O MY APPLICABLE WATER QUAI:TT STANCARO, OR THAT ME ,PP OCES NOT INCORPORATE THE APPLICABLE REWNEMFNTS IN PART BEAUS. OMPA.IRED RATERS AND THLLS). IF A WATER ODUTY STANDARD CHANDEU WANG ME TERM OF THIS PERMIT, WE LICA INA MME A OETAMNATION AS TO WHETHER A EHTATHDN OF ME 5WPPP 15 MT£PEARY TO ADDRESS TIE NEW STMDARO. F WE MPG MALES SVCN OEIFRMNanW{S} OR ANY OF WE DETERIORATIONS IN PMIS ILB.1: 1, ME MPOA. ALL NOTIFY WE PERAIFFME(B` N WRITNO IH INT P INR, THE PEPNTTEE(S) MUST AMEND WE III TO ADDRESS THE IDENTRED CONCERNS AND SUBMIT INFORMAJOR BUR ENED BY THB HPCAI WHICH MAY INCLUDE AN NDMDUAL PERMIT APPLDATNTI . IF E wcAt NATTER NOTIFICATION REOMRCS A RESPONSE. FAIIWFE `0RMI OID ANN ME SPECIRED 71MEMME GNSNMNS A PERMIT NOLATNN. PMS III.C. - TEMPORARY SEDIMENT BASINS MANCE FIVE f5N W YWE AL1E8 CP WKNaOD STP WAN M A Cpwpl LOCI TIE PE IATIVI {5) -7 PAMIOE A POIRMY BEOYEIT RASH 10 IMMIX W EAWMT 10 WE MOMEMO IT LEAVES TL CCNSIRNGTW SE ON ENTERS SURFACE WANT A TEMPORARY SEDIMENT BASH NAY BE CWYERTED TO A MANAGE,BASIN AFTER C016TAX:ILN N WMxLEW. THE TEMPORARY BACON N ND LaMmR REQUIRED WREN PERMANENT CDVER HAS REWLID TE AGI Or DNRNEQ SOL TO LESS WAN FIVE (5) ACRES O WWO - A COIAMN LOGIN. THE RIMIN IEQS) N/ARE DNCCRABFO. BUT HOT REQUIRED. TO INSTAL UNREST HWD4T BA9XS YNE E APREPRAn N AREAS AN SWEEP SORB W HIGHLY COMES SOLS EVEN P EMS WM FIVE (G) AWW ES ARM$ TO NE AREA. RE BASINS WEST BE RESIGNED AND OURN UCTD ACCORDING TO JANE FULUMMA O REO.RETENM L THE WINS MRI PEWBE Uw RVRAOE EDGE A CALCUTARD VOLUME OF RWNOF PROW A PRE IE1R, 2hHGER STOIC FRN FAM AGE ORAKED TD WE BASIHI EXICEPI THAT N HHD CAM SMALL M BASIN ENLARGE HESS MR ,GNI COBE MI a LAE SWAT FRN EACH ANE UwAm. TO INE BASIN. WHLSE IC CT OP LINE TO PMl I.Q1. HAS NOT BEEN WEH PERFORMED.A 7E POIARY SEGMENT BASH PROVIDING 2 BE uM STnvFrr PFA ACK WNMm ro W[ BASH SIWL M PRO.W]FO FW WE ENTRE i,eDIr w5c FEET WMXaE AREA O WE TEMPORARY BR?RI, 3. TEMPORARY BARON MUM MUST BE DESIGNED To AX TD PREVENT SHORT -O ICUINC ME OEDIIMO CE FlOATHG DEME. WE BASIN MUST BE DESIGNED WN WE ABIVTY TO ALLOW COMPLETE SASH IRMWDOM MAN FIR WNTNACTINCLUDEVITES. AND MAST E A STABRU D IMME NCP OVERFLOW TO PREVENT FALLRE OF PWB NNMlY. THE OUTLET MRUGTRE MUST BE DESIGNED TO WrNWAW WATER FROM TIE SURFACE N ORDER N MINCE WE DISCHARGE OF POLLUTANTS EXCEPT MAT ME USE O' A SIRFA:E WITHDRAWAL WOMANISH FDR DISCHARGEO WE BASmy R TERPOI y SNPFWEB DIKING ROGERCLNOTNS CNEIOY C7&PATDN MST BE PROVIDED FOR ME EASIN OUTLET (SEE PART IV&&). 4. SERRENT BASINS MUST SE SITUATED OUMM OF SURFACE WATERS AND MY BUFFER ZONE REQUIRES UNDER APPENWX ACL AND Myr BE DESIGNED TU AVPG MAKING WATER FROM VVLAMDS HIES: AHE IMPACT M HIL Ik11AJ,B I5 M CWPUAwE ON WE REMIUMMENIS O APPENDIX A PMT D. S TIE 1EMPo5aY WSIN6 M151 SC C016IPLFIED AN) MADE O'ERATNA POW TR f0 W MORE RIES a DISMSED SPL WANXD TD A CUM" LOCAimM I. WERE A TIPWhRT SEDMEni SASH MEETING WE REw:,MZM O THIS PACT N INFT/SNE OWWVNENT MOMENT COR TI SUCH AS SMALLER SLOMEM (MANS, AND/QR SDINERT TRPS, SILT REMHDIa, 1EEETWTM ,UNR MGCM OR MY APEROOAT OMWIIN W MEASURES ARE REOU`N" ETM ALL DOME -SNIPE & DMM O 111E WINOR w MO M0 FER 9CE-SLOB MADAMES AS FOR BY .."'I SIE COMMO& IN CCIDMPRD WHETHER NSTAWNG A SEGMENT BASIN B MASSIF WE P%.W "ZI CNSIDER PMW1C SAFEtt M0 NAY CONW&F FI KNS SUCH AS SIT SMS, SLOPE. AND ARM AREA PV SITE WE DEMR-NA704 OF MFFM&IUVY MST BE OQCWUeNNO M IBE SAW PRE Par NLA'+ PART III.E - RECORD RETENTION THE 6WPPP (OHWGNAL W COPIES) INOUONM, ARL CHANGES TD IT, AND INSPECTIONS AND MAINTENANCE RECONS MUS BE KEPT AT THE $T DURING CONSTRUCTION BY WE PERNTIEE(S) IHC HA/HAVE OPERATIONALCI OF NAT PORTION a THE SIT. WE SWPPP CAN M. KEPT In EITHER WE FETID OFFICE WIN AN N -SIT WNDE MRI NORMAL WORDING HORS All 011NER(5J MST KEEP ME FOLDING MOVE N FILE FOR THREE 035 MFARS AFTER SUBMITTAL V 1 NDTT AS GUMMED N PAM N.C. MIER DOES NOT INC4LE MY RE 6 R1ER SI,IMTTAL DF 1. WE FINAL SWPPE 2 ANY OYER STWMWATER RELATED FMM15 REWIRED FOR THE PROECT 3. RECORDS OF ALL MPECTW AND MANTDANCE CONDUCTED DURING COSTRMSW (PRT MVC. INGPUrOA6 AND MAINTENANCE) PART HLE - RECORD RETENTION (CONT) A ALL PENMAN HT OPERATION MN AIANTFNANCE AGREEMENTS THAI HAVE BEEN INPLEAIMMD, WELDING ALL MGNT-a-WAY. CONTRACT$ C,VENANi3 AND OTHER BINDING REQUIREMENTS REWOUND PERPETUAL MAINTENANCE AND S ALL REGALED, CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANFWT MORIAMTER MANAGEMENT SYSTEMS PART NI.F. - TRAINING REQUIREMENTS WE PFNNITTEE(S) SHaIL MOURN TL ETALOWNC MIMDUALR IDNUTIM N THIS PMT HANE BEEN TRAINED N AGGCILANGE AN THIS PERMITS TRAINING REOIRENENTS. 1. We MUST BE TRAINED: A NDINDU M) PLEP RI RC SWPPP FOR WE PRO.ECT B. N'UMADUAL(S) OVER9EONG IMFIJ MEITATIN OF, REVSMO AND AMENDING THE $UPPP AND KO VpUAE(S) PERFORIENG INSPECTORS AS REQUIRED IN PMT N.E. ME OF NESE INCRAWAL(5) MUST BE AVAILABLE. FOR AN UxSTE INSPECTION AMIN 72 HOURS UPON REWITM BY ME MPCA. G NUYRDCAVS) PERFORMING W SUPERVISING THE INSTALLATION. MAINTENANCE AMC REPAIR OF BMP, Al LEAS' ONE MMWD'JAL O1 A PROECI MUST BE TRAINED IN MESE JOB DUTIES Z. TWDTMG CONTENT: THE CONTENT AND EXPERT OF TRAINING WIFE BE COMMENSURATE WITH 1PE NDMOUAL'S JOB DUTIES AND REESPOMSBUTES THEME REGARD TD ACTIMTES COVERED UNDER MS PERMIT FOR THE PRO.ECT. AT LEAST ONE INOMMU& PRESENT ON WE PERMITTED PRO.ECT SITE (W AVAILABLE TG ME PENEC7 SIE IN 72 NOUNS) MUM SE WANED NTE .R8 OUTES DESCRIBED IN HART NUFAM AND PMT C.M.C. I NF PERM:TIEE S) SENSURE THAT WE MDIVIOUALS ARE TRAINED BY LOCA, STATEECE FM 1GENCMMS PRDFESOUL. N& ORGANIZATIONS, MR OTHER ENTITIES WITH EXPERTISE N EROSION WEKNTMN, SEDIMENT CONTROL PERMANENT STOR IMWTER YRAEEIENT AND THE MINNESOTA VPDES/SOS CONSTRUCTION S10NMWATER PERMIT. AN UPGATE RENE9ICR-TPAINNG MAST BE ATTENDED EVERY THREE (3) TEARS STARTING THREE (3) YEARS FROM THE MANCE CAIS OF THS PERMIT. IV.B. EROSION PREVENTION PRACTICES 1, THE PERMITTEE(S) MUS. PLAN FOR AND IMPLEMENT W TIO ROTE BAPS SUN AS COSTRUCTIN 1MAI VEGETATIVE RUFPER S'RPS, OR U. SLOPE GRADING INSPECTMTN AND MAR-NANCE OF PART IV.E. AND D]HER CNSMUCTN PRACTICES THAT MINIMUM ERD90N AS NECES..ARV' To COMPLY MM TNS PERMIT ANO PROTECT WATERS OF ME STATIM WE LOCATION OF MEl4 NOT TO BE DSTAWD DUST BE DELINEATED (EQ. WTH FLAOL STARES SUM SILT FENCE ETC.) ON WE PROEC.T SITE BEFORE WORK BEGINS. THE PERMITIEE(S) MUST MAINE THE NEED PW OISTLIRBMICE OF PCRTWS OF ME PRWECT CHAT HAVE STEEP SLOPES Edi THOSE SLOPED AREAS WIN MUST BE DISTURBED, FLOE PERM': IEE(g) SUSAN As Me NIMES 00 AS PHASING AND STAEIU ATON' PRACTICIM PE9WED ORES .O StGPE ORAMING AND NOMMING. FOR STSP SI. (E ) �5 RUST ST,I TO IT EPDRFD SOIL AREAS NC.UOING SI wn . STM MAT" 2. WE vEIM!E((jj D MUST H IN:T OR @ IPOA ILLY 10 SED SOL EROSION N OF EC MY CND ELL RESUME HAS PERMANENTLY AI 17 CALENDAR DAM A ANY PORTION or THE SITE AND WI.L NOT THAN IE FOR A CE EM EKRiYS 7 WLENpM DAYS ST ACTIVITY NST BE COMMITTED NO STE ASIAN I- CPLEMN EATS AFTER THE WN5TRUC1Ux pCTMTY IN MAT PORTION OF ME SIAL. HAS TEMPORARILY ON vERMANENRY CEASED. & IF USING CHANNELS TO ROUTE WATER ANPINO�'J.NSTM.1OE0 REAS 0WECONVEYMCE CHANNELS. N6M AHD�TKUg GE ERDSNDESIGN.UIMG INFEASIBLE T - PLOSION CONTROLS AND IELOCNIVV MISIPAIW DEVICES SJCN AS CHECK WE PERM. NUS USE E DAYS. RCIMEN S. RIP.GP. DR GROUND WRAP AT OLFTUI ETHN AND ALOG THE LEN OF ANY CONSTRUCTED SFOMWAIER CONVEYANCE CHANNEL AND AT MY OUTLE7, 70 PROVIDE A NCV -EROSIVE FLOP VMOCITY, TO MNNI F EROSION OF CHANNELS MID THEIR ELBMAKMEKTS. OUTLET$, ADJACENT STREAN BANNS, SLOPES. MD DOWNSTREAM WATERS DURING DISCHARGE CODITNL 4. WE PERYVTIEFI57 MAUI STABIVII ME NORMAL NETTED PERIMETER Of ANY TEMPORARY GO PFIMARENT URA R DITIUI W SWALE WAT CHAINS RATER FROM MY PORT" OF WE CONSTRUCTOR SITE, OR OT/ERTS WAREN RI WE SLE INNER 200 UNE& DEET FAUN ME PROPERNY EDGE. OR FROM WE PONT Or DISCHARGE INTO MY SURFACE CHASER, STA.NLIZAIIN OF WE EAST 200'JNEAL FEE'. NST BE COUP5LIETED WARN 24 HOURS NEVER CONNE IIING TO A SUIAFADE WATER OR PROPERTY EDGE. THE PERMITRE(S) NULL OOMPIEIE STABIUZAnN OF TIE REMARKS PWIWS OF NAY MMPWARY OR PERMANENT yNCICH W SWAKES TOWN 7 CALENDAR DAYS AFTER CDNNECTNG TO A SURFACE WATER OR PROPERTY EDGE AND OONG'RIICTIW N TUT PORTON OF MC DRCH HAS TEAPORMLY W PSgAA FN7 Y CEASED. TEMPWARY OR PERMANENT DITCHES W SEALE$ THAT ARE BEING USED AS A SEDIMENT ONTAINENT SYSTEM DURING CNSTRUCFDN (NTH PROPERLY DESIGNED RUO( -DITCH CHECKS, WO ROLL BLT DINES. ERG` DO NOT NEED TO BE MASALLED OUSN G WE TEMPORARY PERIOD OF IIS USE AS A SEGMENT nAnNT SYSTEM. MER: ARM NST BE STAUWIIPED YINNN 24 HUNS AFTER NO LONGER BEING USED AS A MOMENT GO-TANMEMT SYSTEM. APPLYING MULCH, NVOOMM'JWH, TACHFlER. POLYAGRYWNCE W SMEAR EROSION PREVENTION PRACTICES IS NOF ACaP'NL-E STARIu2ATN IN ANY PMT OF A TEMPORARY N PERMANENT WAINAIE OTCH OR SWAG L RPE OUTLETS MUST HE PROVIDED WITH TEYPCRRY OR PERMANENT ENERGY DISSIPATION MANN 24 HORS AP'FR CONNECTION TO A SURFAGE WATER. L UNLESS NFEASOE DUE TD LACK W PERVIOUS W VMTAIV ARFAL ME PERARTIEE(S) MUST DIRECT DISCHARGES FROM SOPS M VEGETATED AREAS OF THE SITE (NCWDING ANY NATURAL BUFFERS) IN ORDER TO IYCRFASE SEDIMENT RRTtOJRI AND MUMNSIE STO K!"TER NRTRATW. WE PRMfITEE{S) NJST USE VELOCITY OCIMPATIN DIRGES IF IECESSA.RY M PREVENT MCBW WREN DIRECTED STMARNATER TD Wos ATED AREAS. PART W.C. - SEDIMENT CONTROL PRACTICES 1. ME PERMTIEE(5) MUST EMPIDY ME HENT WNTRO PRAC7aS AS NECESSARY M MINNIE SEDIMENT FRON ENtENkO 9NFACE WATEAL INCLUDING CURB AND GJTIER SYSIEYS MG MOW SERER INaM. A 1EYPWARY W PERMANENT DRAINAGE OTITES AMID SEDIMENT SABRE NAT ME DESIGNED AS PART OF A CON TANYENT SYSTEM G S GAMS) RECLINE BEDMFT T CONTROL TIESTOLYASAPPROMET OGET CONBNS. & F WE WAIN pYAPFMT SEDNENr ONEROUS AE GIDRLOAUM (BASED W FREQUENT ENURE N EX BOW MAINTEMANCP BEGUIRENENT) WE PCRYITTEE(S) DUST INSTALL AODIEMa UPORAOFNT SEDINEM CONTROL RRAGMES W WpMT BAPS TG ECHINATE THE OVERLOADING AND WE 75 -WP MUST BE NAGGED TG IDENFRFY NESE ADDITIONAL PRACTICES AS REWIRED IN PRT LLB 1.� 2. SUN ME CONTROL P ACTCFS MIST BE ESTABLISHED N ALL DOW GRADIENT PERIMETERS AND BE LOCATED UPARAOENT OF ANY BUFFER ENE& INE PERMEFER SEDIMENT WNTRO PRACTICE MUST BE IN PLACE BEFORE MY LPGRADENT CHID-DISMBEG ACTMTES SEGN THESE PRACU:ES SHAM REMAIN IN PLACE JNTL FINAL STABUZATW HM SEEN FSTARNSNED IN ACCORDANCE WITH PART IV.O S ME PERT EE(S) SOIL RE -INSTALL ALL SEDIMENT CONTROL PRACTICES THAT HAVE BEEN AnnswD OR RELGrEO TO ACCOMMODATE SHWT-IEMN ACTID VITES SUCH AS EA IM W MMM OR PASSAGE GF VEHICLES. IMMEDIATELY AFTER THE SNOUT -TERM ACTVTY WAS BEN OOMC EIm. WE PERMTMEW SIAL CO FEME ANY ACI SXWF-ECRM W THAT REQUIRES SEMI OF SEDIMENT CONTROL PRMIICES AS QUICKLY AS POSSIBLE. WE PERINTIEE( xuST RE-KSTALL SEGMENT CONTROL PRACTICES BEFORE INE NM PRDOPITATN EVENT E Fl NE SHWT-RRM ACTIVITY IR NOT OUNPLEIE. A AL STDIM MAIN NLEIS MUST BE PROTEGEE, BY APPROPRIATE BMPS DURING CNSWIVCTON UNTO ALL SOURCES WM PDTMNL FOR DISCHARGING TG ME MEET HAVE BEEN STABU2EO INRET PNUTECTW MAY OF BELOVED FOR A PARTICULAR INET IF A SPECRC SAFETY CONCERN (SEEET FLOODINO/ERFE2WG) Hh5 BBEN IUENTFlED BY NE PERMITTEE(5) CR NE XPUSOCWNAL AUTHORITY [E g„ OTY tNTY/rOW115NIP/MNUOT CANNCA).NE PERMTEE(51 MUST GOCIMFNT WE TIED FOR AL IN THE SWPPP. i TEMPORARY SCL STOIXRES MUST HAYS SILT PENCE W OWER EFFECTIVE SEGMENT CONTROLS, AND CMNDT UE PLLCED IN MY NATURAL BUFFERS DA SURFACE WWTFRL INCLUDING STWMWATER CONNEYMGES SUCH AS CURB WHO GUTTER SYSiEYS, W CONDUITS AN DIPNES UNLESS WERE 5 A BYPASS N PEACE IN ME IWC ATR, 6. WERE VEHICLE TRKNG LEAVES MY PARE GF WE BLE (OR ONTO PAYED ROAMS NWIN WE 570: A. ME PERMITTEE(S) MUST INSTALL A VEHICLE TRACI BMP TG WHINE WE TRACK PUT Or SEGMENT FRN WE CONSTRUCTION STE. DIAPUS BE VEHICLE WACKM BMIPS INCLUCE (BUT ARE ACT u, TO) ROCK PADS MUD NAM. SLASH NAGE, CONCRETE W STEEL WASH RACKS. N EOUIVALENT SYSTMs. S. WE PERM17TEE{S) WWIST URE STREET SOUPING. IF RICH VEHICLE TRAOWG BLIPS ARE NOT AGEOUATE M PREVENT MONENI FROM BEING TRAICKED INTO THE SWEET (SEE PART IV.E.&O). 7. THE PEHMNEEE(5) MUST ANSI TEMPORARY SEGMENTATION CAUSES AS OCCURRED M PART M.0 OF THIS PER" PART FVC. - SEDIMENT CONTROL PRACTICES (CONT.) L TIE PERMIT EE(5 MUCH MMRE IMME COMPACUN AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL MUAMIZING SOIL ACTION 15 NOT OCCURRED WERE THE FUWnN OF A SPECIFIC AREA OF WE STE UCFATES THAT IT ME COMPACTED. R. WE PERMTTEE(5) MUST PRMERW A W FDOT NATURAL BUFFER GR IF A BUFFER IS NFEA91E ON THE SIZE) PROVIDE REIMINOANT SEDIMENT CONTROLS MEN A SIRI MA S M LOCATED NMN FA FEET a THE PR0.ECI'5 CMN DISTURBANCES AND STORMMMEA FLOWS TO THE SURFACE MIER. NATURAL BUFFERS ARE NOT RECURRED ADJACENT TO ADAM TRT MESA ALMAAL GTtlffS, COUNTY DITCHES, STORMINhUR CONVEYANCE CHAMIELS. S'TONM DRAW KLLTS. AND SEGMENT BASINS. WE PERMIFIEEIS) 5/ARE NOT MOUIRm TO ENHANCE THE GUAJTT OF THE VECETATON THAT ALREADY EMKISTS R WE LOFTIER W PROMOTE VEGETATION F NONE FAST. HOWL PWMITRE(S) CAN IMPRDW WE NATURAL BUFFER WW VEGETATION. PARR W.D. - DEWATERING AND BASIN DRAINING I. WE PERMITMEM MUST DISCHARGE TURBID CR SEDIMENT -LADEN RANKS RELATED M. DEMMIWNG ON BASIN MAN IS (EO., PUKED DISDIVRrGEL WINCH/0113H CUTS FOR NAINAGE) TO A MMPWRY OR PERMMENT SEDMEMTATN BASIN N THE IR ELM SNE UNLESS INFEASIBLE. WE PERMITTE( NAY OSCHAMQE MGM WE 1EIIFlGRARY OR PERMANENT SEp6pRATIM BASINS TO sJHFlACE TRS F THE 9ASN WATER HAS BEEN VHSVALLY CHECKED TO ENSURE ADEOUMFE CHEAT MT NAS BEEN OSTMED N WE BASIN AND THAT NUISANCE CONDITIONS (SEE MINN. R. 7050.0210. SUMP. 2) WILLNBT RESULT MOI WE DISCHARGE. F ME RATER CMN04 BE DISO AURRED TO A SEMMNNTATon BASK PECR TD EMMONS, WE SURFACE RATER HT MUST BE TREATED RIM ME APPROPRfATE BLPR SUCH THAT THE MISCHANCE DUES NOT Apvp141Y AFFECT THE AECEWNG F PEWATER M PROPERTIES. DR DOWNSTREAM! THE RMFIIME(S) MIST DSNARGE VM1ER MAY CONTAINS GE EIB GREASE, ME PERMITTEE(S) MUST USE AN UL -WATER SEPARATOR OR SUITABLE FILTRATION DEVICE ((EE,,OG,, [:MIWDGE FLTERL ABSOCBENTS PACS) TAX It OISCH"IM WE RATER. WE K'SO E( (LJBT p15URE MA7 7l9CRARGE PCN1S ME ADEQUAiPLY PRCTEL'1C0 FROM EA09N AND P,.COLAL [ RW,gNq E MUST WE ikSPERS113 OVER NATUIHAL ROCK MPRAP, SAND RAGS, PLASTIC SNEEISICn W OVER ACCEPTED ENERGY DISSPAEION MEASURES. 2 ALL WATER FROM OEWWATERRNG OR BMN-MN ACWRES MUST BE DISCHANGED IN A WARMER MAT GOES NOT CAUSE WOMCE CONDITION, EROSION W RECOVNG CHANNELS OR N DOWNSLOPE PRORERTIFS, OR NLMENATW IN WEILMOS CAUSE, SOIIFRFANT ADVERSE IMPACT TO ME WETLAND. 3, IF THE PEWITTE(s) IS/ME GREG FILTERS WIN BACKWASH WATER. ME PERSUFMC(5} MUST NAUE THE BACXRASH WATER AWAY FOR DISPOSAL. RETURN ME BACNWASH WATER 10 THE BEGINNING or WE TREATMENT PROCESS, OR INCORPORATE WE BAWWASH WATER INTO WE SIM K A WAR RM THAT DOES N07 CAUSE EROSION. ME PEHTFE(S) MAY DISCHARGE EAC IMAM WADER ro TE SAIVITRER F Y SERPERMISSION IS WANTED BY ME SANITARY SEVEN AOHICBIY. THE PERMTIBE(S) MUST REPLACE AND CLEM MR E FILTER MEDIA USED IN DEMAIERPNG DEVICES WHEN RE(KDEO TO RETAIN AOEOUAN FJNCIRR PART IV.E - INSPECTIONS AND MAINTENANCE 1. WE PERM -1 -IMS) NASI ENSURE MAT A WINKED PERSON (A5 IDENTIFIED IN PMT II.M.A.) K.J. WMAI Y INSPECT THE ENTRE CWSWUCRON SITE AT LEASE DANCE EVERY SEWN ( DI DURING ACME COM um AND WITHIN 24 HOURS AFTER A RAINFALL EVENT ME47M W DURING0.5 INCHES N 24 HOURS FOLLOWING AN HNSPECIN LUT OCCURS OMAN 24 HOURS AFTER A RAINFALL EVENT, WE HIM INSPECTION NST BE CONDUCTED WITHIN SEWN (7) DAYS AMR THE RANFAA EVENT. 2 ALL INSPECIWS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION RUST BE RECORDED WNIN N NOBS K WRONG AND TAMP RECORDS NUM BE RETAINED WW WE CARPS IN AICOMNUICE WIN PART IILC. RENDS OF EACH INSPECTION AND MANTERMCE ACTIVITY SHALL INCDSE: A. DATE AMC ME O' INSPEC'IOS R NAME OF PERSW(5) CD`WUCTNG INSPID:WNS G FINDINGS OF NSPECIIOOM INCLUDING WE SPECIFIC LOCATN WERE CONECTNE ACTIONS ME N®0 L CWN IIWE ACTNS TAKEN OM LMMG DATES, MEL AND PARTY COMPLETING MANTENANCE ACTWIGE6) E, GTE MO AMOUNT d ALL RANFIUM EVENTS GREATER WAN 1/S NCH (OS IMC!ESl N 2< HOURS. RAINFALL ROUNTS UUsr HE OBTAINE'J BY A PROPERLY MAINTAINED RAIN CAUDE TMST D ONSITE A REAMER STATION THA' S ANN I MILE a YOUR UMATDM OR A WEARER REFIRING SYST:M WAT PROVIDES SHE SPECIFIC RAINFALL DATA FROM RADAR SIMNAI ES F. F MY DISNAWCG IS UUMMYED, A M AHCOWNINO DURING WE INSPECTIN, A RECORD OF ALL POINTS OF WE PROPERTY FROM WHICH NFERE N A DISCHARGE MUST BE MADE, MD WE DISCHARGE SELL] BE DESCRIBED O.E., DOW. GDW. FLOATNO SETTLED. OR NUAAPINern SOLIDS, FOAM. OIL SEEN, AND OVER OBMOUS INDICATORS W POLLUTANTS) AM PHICTOMIAPHEOI G ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESAT OF ME INSPECTION MUST BE DOCMENMD AS RECUM N PART S.S. IRWIN SEVEN (7} CALFMOAR DAYS. S "FCTW FREQUENCY AJUISIYENT WeEIE PMTS OF THE PROECT SIT: HAVE -MENT COWER. BUT WOR REMAINS N OTHER PARTE OF ME SII. THE PERWTIEE(S) MAY REDUCE INSPECTIONS Of THE AREAS MM PERMANENT COVER TO COLE PER UNTH, a WHERE CNSNUCEEN STIES HAVE PEBAAMENT COVER W ALL EXPDRD SOL AREAS AN ND CON UCIIN ALTMTY IS OCCURRING ANYWHERE W WE SITE, SHE $ITE MUST BE INPELITED DURING NON -FROZEN BROAD OU :ONS AT MUST (NCE PER MONTH FUN A PENAW O TWELVE (12) MWN& FOLLOWING TE TWELFTH MONTHOF PERM ENNT GONER AN NO CWSTRUCTOT AGHWh', INSPECTIONS MAY BE TERAWNAD UNIL CON$TRUCTHN ACIVTY IS DICE ARAN NITAMC UNLESS THE PEOminEE(S) IS/ARC NOTIFIED IN VOTING BY WE MP V, MAT EROSION ISSUES HAVE BEEN OETECIED NE SITE IE AND IMSPW EC,S AN® TO RESUME C. WERE WORK HAS BEEN SUSPENDED WE TO FMOZEN WE GROUND WND02M TINSPECTIONS MAY BE SUSPENDED. THE REQUI9ED INSPECTIONS AND MAINTENANCE SCHEDULE MUSS BONN WITHIN u HOURS AFTER RUNOT OCCURS AT THE SITE W 24 HOURS PRIOR TO RESUMING CONSTBICIW, WHICHEVER COMPS FIRST. 4. THE PERMITIEE(S) IS/ME RESPONSIBLE FW ME IN ON AND MAINTENANCE OF TEMPORARY AMC PERMANENT WATER OU&iTY MANAGEMENT SUPS AS WELL AS ALL MD9W PREWINI MN AND SEDIMENT CONTROL BMPL UNTL ANOMER PERMITTEE HAS OBTAINED COVERAGE UNDER MS PERMIT AN AN NOT HAS ACCORDING TO PART LM5.W M PRGECT HAS UNDEROGE FINAL STABLRATON, P BEEN SUB MIIIED 70 THE SPCA S WE MM111EE(5) MUST INSPECT AUL ESNBIW PEEVENI AND SEDIMENT CONTROL BAPS AND POLLUTION PFEVGITON MANAGEMENT MEASURES TO IMMUNE INTfO1RY AND EFFECTIVENESS DURING ALL RNTINE AND POST -RAINFALL EVENT NSPECTNS. ALL NONFIDGTNAL BIAS MUST BE REPAIRED, REPLAO,. OR SLPREMMIND NW FUNCTIONAL SRI BY THE END IF WE NEAT BUSINESS AMY AFTER DISCOVERY, W AS SOON AS FEED CONDITIONS ALLOW ACCESS LRJLES6 MOTHER WINE MAL. IS SOCAN ED BELOW. ME PCWTTED(5) MUST INVE5NI AND COMPLY WN WE FNLOWNG INSPUIKOK AND uMN1FNANlVd REONRE IMAM A AIL PERIMETER ccm R DEVIH5 MST BE REFUSED. REMADE. OR SUPPIDAEMIm WHEN THEY GENE NO'NFUNCIINA OR WE SEDIMENT REACHES GW -HALF (1/2) OF THE HEIGHT OF :ENE VI THEM RFPNRS MUST BE WADE BY ME END OF THE NEST BUSINESS DAY AFTER DHRAVERY, GR MEIEAFTER AS SCN AS FIELD OONDITNS JAILOR ACCESS, & TEWMARY AND PERAMENT'SCNENTATAMN BARONS MUST OF EIRMED AIL ME $EDIMESIT RETUNED WHEN THE DEPTH OF MOMENT CDILECIEO IN ME UAW PEACHES OE -HALF (1/2) WE STNAT£ tODUME. DRAINAGE AND REMOVAL MUST BE CWPL SINN 72 HOURS a WSCVWNr. W AS sON AS FIELD CNOITNS IWLGW ACCL55 (SFE PMT ND.� G SURFACE WANKEL IWWOMG CRANAOE DITCHES AND ONWEYANLE SYMEW& MAST BE INSPECTED FOR EVIDENCE OF ERMN MD SEDIMENT DCP0911W DURING EACH INSECTd1 WE PERWITTEE(S) MUST REMOVE ALL OOTM ANS SEGMENT DEPOSTED IN YCE RFAWATERS, INCLUDING DRAINAGEWAYS, CATCH BASINS AND OGEE DRAINAGE SYSTMS AND RESIABIJZE WE AREAS WHERE SEGMENT RENOQL RESULTS N EXPISM SOL ME REMONL AND STABILOWIW MUST TME PEACE CONN SEVER (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL REQULATCtY. OR PHYSICAL ACCESS CWSNNx -HE PERNITIEE(S) SHAU L USE AML REASOMM E MOOTS TO OBTAIN ACCESS IF PRECLUDED, "WORAT MO SfP91LCAl1W MUST TAKE PUCE WMIN SEVEN (7) CALENDAR DAYS OF OBTAINING 11Y£SS WE PCRWTIEE(IS/RC RESPONSIBLL FOP CNTAD11N0 ALL LOCAL. REO, STATE AND FSIIERAL AUTMCHTL$ DVNG ANY APPLIOhBLE PCRMTS PRIOR TO CONDUCTING ANY ANN IN SURFACH WATERS. D. CONSTRUCTION SITE WELCLET C T LDCUIOIS MUST BE INSPECTED FOR EVIDENCE OF OFT -SITE SEGMENT TRACCIHO ONTO PAWED MWACFS TRACKED SmMFNT MUST BE REMOAED FROM ALL PAVED SlRFACES SON N MD GFT SINE WITHIN 24 HOURS OF DRCOVERT, W IF APPLICABLE, W1NN A SPRIER TIME 70 COMPLY WIN PMT IV.GS E. SERUM AND OVER MEAS ADIACENT TO TIE PROIF_CT MUST H INSPECTED FOR EVIDENCE Of OFF -BT ACCWMRATONS OF SEDIMENT. F SEDIMENT 15 PRESENT, R NEW BE REMOVED N A MANNER ANO AT A FNEOUENCY SUFFICIENT TO MMUM UP -SITE IMPACTS (E.G.. FUGERVE MOMENT IN STIFLES COULD BE WASHED INTO SMUG SEWERS BY ME NEIL. RAIN AM/W POR: A SAYE -Y NAZRO DO USERS IF PUBLIC STEFTS)L S. ALL INFILTRATION MEAS UWT EF KSECIED M ENSURE THAT NO SEGMENT FRN DNGOIKG COSTRLBCIIN ACTIVITY N REACHING DE INFILTRATION MCA ALL INFlLWIANN AREAS MUST BE MWECTQU TO UNSURE THAT EQUIPMENT 15 NOT BEING ORIVEN ACROSS TE NFILTRAIW AREA. PART IV.F. - POLLUTION PREvFNT(ON MANAGEMENT MEASURES ME PERMTM E(5) SHALL IMPLEMENT ME FOLLOWING POLLUTION PAEANI MANAGEMENT AWEA9JRES ON WE Sim - 1, mI SFWAOE, HHANO,INs, MC osPes- OF CONSIRUCTDx PRODUCES, YATERIAIS, AND WASTES: IPE MUFFI CGS) SXALL COUPLY MN MF FOLLOWNG TO MATR NM12E ME EXPOSURE TO MoCAR DF ANY LF 1INNE PRODUCTS. MAMMALS. W WASTES. PRODUCTS OR WASTES WHICH ME EITHER NOT A SOURCE OF CONTAMINATOR TO MOIRMWATER OR ARE DEWED TO BE EXPOSED TO STONWATER ME NOT HMG To THIS wouinmEw.. A. BTEMC, PAODUOFS TWAT HALE THE POTFA U M TEACH POTUTMTS MART BE UNDER COYER CEG., PLASM SHEETING OR TEMPOSARY BODIES, TO PREVENT ME DISCHARGE OF FOLWIMM W PROTECTED BY A SIMILARLY EFFECTIVE MEMS DESIGNED TO WNRIZE CONTACT WTH MONAWATEW. & PESTICIDES. FEIGCIDES INSECIILLES, FERMUMIM TREATNOIT CHEMICALS, AND LANDSCAPE MATERIALS LUST BE UNDER COVER (E.G. PLASTIC MEETING OR TEMPORARY ROO51 TO PREVEIIT TTL. OISNPJRfE OF POLLUTANTS DR PIIOIECTFD BY SIMILARLY SERMONS MEMS O[9 TQ AR II CONTACT NTH STOOANATEN, C HAZRDOM MATERIALS, TURD WASTE, INCLUDING 04 DIESEL. ELFI GASGLIIE, HYDRAWC FWIOS. PAINT SOLVE -5, pETROLEUML-BASED PRLINUeIs, WOOU INESNVARv[5, ALOTIAES, CU NG CWPOUNUS. AND MUG) DUST BE PAOPRIT RETIRED N WA CONTAINERS TO PREVENT SPILLS, LEANS OR OTHER DIS HMff. RESTRICTED ACCESS STORAGE AREAS MUSE BE PROVIDED 70 PREVENT VMDAUSW. STORAGE AND DISPOSAL OF HAZARDOUS WASTE OR HAZRDO15 MATERIALS MUST BE N TUNPJAAGE NTN NINA, R. CHA ]OAS Ma -D SEC MRV CNTMNNENT AS APPLICABLE. U. SOD WASE MUST BE SIGNED, WELEOND AND DISPOSED OF PROPERLY IN COMPLIANCE WM MINN. R. CH. 70M E PCRTADLC TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR MNOOKED OVER. SANITARY WASTE MST BE DISPOSED a PROPERLY IN ACCORDANCE AN MINN. R. M. 7081. 2 FUELING AND MAINTENANCE O EQUIPMENT OR VEHICLES SPILL PREVENTION AND RESPONSE: WE PERNTIE SHALL TALE RESTEPS TD PREVENT WE DISCHARGE OF SPILLED OR LEANED NEMCALS DEMO NEGSO'AW,E L FROM MY AREA WERE .CHEMICALS OR NEL WILL BE LOADED GR UNLOADED INCLUDING WE USE OF DRF PANS OR ABSORBENTS UNLESS INFEA9N.E. WE PERYITTC(S) MST CONDUCT FUELNG IN A CONTAINED AREA IN165 INFEASIBLE. WE PFRYI S) MIST ENSLRE ADEGUATE SUPPLIES ME AVAILABLE Al ALL TIMES TO GEAR LP DISNARCEO MA RIALS AND THAT AN MPROPMLTE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SKILLED MA'ERVLS. WE PERMTEEESI MUST REPORT MD OEM LP SPILLS UNMANLY AS REQUIRED BY MINN. STAT. 9 IISOMt, u C ORY CLEAN up YE,tLHES WHERE POSSIBLE. S WHICLEAND EQUIPMENT W WING, F ME PERY:TT 951 WASH THE EXTERIOR OF VEHICLES GR EGUIPMENT N THE PWOECT SIE. MASRNO MUSH BE LIMN TO A DEFAED AREA OF DE W. RUMIFF FROM THE WASHING AREA MST BE CWIMED HN A SEDIMENT BASIN W OTHER SIMILAREFFFnW CCMI AND WAST FROM WE WASHING ACTIVITY. MST BE PROPERLY DISPOSED DF. WE PERMTIEE(vry NMI PROPF%Y :IBE AND MORE SOAPS, OFTFACORM OR SOLVERS NO MGM GEGAUI M ALLOWED OW SIE 4. CONCRETE AND OTTER WASUDIUM WASTE NE PE WI 5 MST PROVIDE EFFECTIVE CONTAINT TED ) MECO, NT FOR ALL AELEAD AND SOLD WASTES GENERATED AN BY WASHOUT O UCRNCMS (CONCRETE. RIALS) SNCC4 PAINT, ECRM RELEASE OLS, GIBING LOAN) A AND OTHER OUT NAMES UST OT CONTAAO TO CI CONSIAND M ACITINTY.NTANUM NE OUST E M S CA WASHOUT UNITIES MUST NOT T IDES NOT RESULT K GNTAOT ME WDIMD, AND NE COHfAN1ENT MUST BE O9PNED 50 :HAI I U OF PRF EROM WE WASHOUT OPEE wNS N MEAS u SN WU SOD NADTES MUS BE DISPOSED CA WA HIOIJI FA AND N T REQUIRES WM PPCA KIEL T A lU MUST BE PER FAA ES FORIT ro EACH OF CIRC FACLND TUT REWIRES SITE PERSNIEL 1G UJUZC THE PROPER FPATUTE5 FOR pLSPOSAL OF CONCRETE AND OYER WASHOUT WA51ES PMT Iva FINAL STABILIZATION THE PERIETIEE(S) LUST ENSURE FINAL STABILCAIN OF ME SEE. FINAL STABILIZATW 15 NOT OOMPLETE UNTIL ALL REOUIFS2 M Of PARIS IV.G.1.-5, ARE COUPLLTL 1. AL SOIL DISTURBING hCTVITES AT ME SITE HAVE HER CGUUIPLEMED AMC ALL SOLS ME STABRLZED BY A UNIFORM PERENNIAL YEOETAIVE COVER ON A OMSITL OF 70 FERMI Or ITS ENPECTED FINAL WDWN DENSITY OVER WE ENTIRE PEI IOU5 BUREAU AREA. N OVER ECAVALENT WEANS NECESSARY TO PREVENT SO. FAILURE ,HOER WOSIVE OONDITNS 2 THE PERMANENT S'TURMRATEG MANAGEMENT SYSTEM IS CNNSTRVClFO, MEETS ALL REOCREMMM N PMT M.D. AND IS CPEMMIG AS DESIGNED. T. ORARY W PERMANENT BEGMENTATW BASKS MAT ARE TO BE USED AS PERMANENT WAREN MALITY MANAGEMENT BANNS HAYS BEEN CLEARED OF ANY ACOIMULATED MOMENT. ALL SIOIMIENT HAS BEEN REMOVED FROM CONVEYANCE SYSTEMS AUL DITCHES ME STARLRfD NM PETMAKNT GORIER. 3. ALL TEMPORARY SINTHETIC ML SINUCTJRAL EROSION PREV6NTIN AID SEDIMENT CONTROL BAPS (SUN AS SILT FENCE) NAVE MEN REMOVED W THE PORTWS DF WE SLE FOR WHICH ME PERMTIEE(S) SIAM RESPOI19BlE MAPS OESKIED M DECOMPOSE W SIE (SUCH AS SOME CNPO51 EDGE) NAY SE LER N FLAME, 4. FOR RESEENTAL CDNSIRUCTM ONLY. INOMDuAL IOW ARE COVSGRED FINALLY STABMIID F ME SMUCRME(5M ME FlNIEHEU AND HUIPORMY EROSION PROMORIN AND DOVRGRADIENT PERIMETER CN XAS BEER COMPLETED AND THE RESIDENGE HAS BEEN SOD TO WE HOMEOWNER. ADDITIONALLY. M PIMITTEE RAS DISTRIBUTED AHE WCA'S 'HOMEMAKER FACT SHEET" To THE HGMEOMER 70 INFORM THE NCUiOWNFA of WE NEED FOR, AND SENEFTIS OFC PERMANENT COVER A FOR CN5IRUCTN PROJECTS W AGRICULTURAL LAND (EG, PIPELINES ACROSS CROP, FEED PASTURE W RANGE LAND) WE UOMRSED LAND HAS BEEN RETURNED TO 175 PRECCNSTRVC7ION AGRICULTURAL. USE. STORM NEATEN POLLUTION PREVENTION PLAN NEW HOPE INDUSTRIAL CENTER GRAM BY: I DEUR BY: MHP. or: I PNIDJ. NO, ORIGINAL DATE JUNE 11, 2015 I CpgO tl !EI i 1 , PREPARED FOR: INDUSTRIAL EQUITIES C SIRE PLANNING PLOWE ffl�iK4 EAC AANL1LUL BTB ND LMIAIES.M MV PINDNe:IesK) 7WI,IstD FAICIB611551df0M C5.1 SITE SPECIFIC INFORMATION PROECT HaM[ NEW HOPE MOUSI CENTER PR!aIFP" 'Bf`AEYWI 9M9 SCIENCE CENTER OR, NEW NOPE, MI NESDTA lAITUDE 451 LONiIIUpL 43iS56•W RDL'SMAL EQUITIES 32: FIRST AVENUE NORM RBNKEAPEJS, MK 554CE (612) 332-C13R THIS PRAEOT CONSISTS OF THE 1EMI OF M EMISENG BU4MKNG MO EIVMMME' PARKING NO DRVEMYS. AND WE CONSMUGRON OF A NEW CCILIENOA BUILDING AND BITUMINOUS PARKING AND OFIVEWATS. STOMMWATER NI BE BIREC'ED M AN CII SKU -FILTRATION SAM MC M W L BRM! TO M EXISTING PCM ON TRE SOUTH ADJACENT PROPERTY NA A MEW CURE'. CONTROL BMUCTURE. THE EWSTIIIO POND IX'T. M INTO EIOSTNC STORM SEWER IN THE NARY ISR SERVICE ROD, _Nr t_+[ a EEFORE AFTER CONSTRLICTICN I COBTBUCTOI TOTAL 51!5 AREA A52 ACRES TOTAL ESTNAIED MP[IRAWS 1.8a ACNES 2.78 ACRES !TOTAL ESTUATED PERNOJS 1.55 ACRE$ Q.]4 ACRES FUCIµNFiI IECENNC WATEK W51NIx BINE MIRE TRIPE OF SPECIAL WARNED MME OF WAWA BODY WATER BODY WATER WATER ON-SRE PORE PMD NO NO OF -SITE PONOS POND NO NO GC vaP uuD KEMiV fu hn aADNR e SIE SROM WATER CRAUNAGE REPORT FOR EJMTFICATON OF STORM WATER MANMEYEN' REQUIREMENTS AND DRAINASE AREA MAPS. T1PSOLER. :YPE(S) 4i 'XINSM.4MON ACTWTY DESCRIPTOR• FDR LIST OF SOLS SOPES: PROPOSE] SLOPES WILL BE GENERALLY MODERATE AND ARE NOT EXPECTED TO EXCEED &I. VEGETATION SID AND MULCH IS PROPOSED FOR DISTURBED AREAS. CHARLES W. PLCWE PLOWE ENGINEMMO, INC, fi776 LAKE DRIVE LNG LANES NN 55014 �es1> 36+-ss)o PERSON 4510 WL. pYERSEE IYPLELENMTRN OF SAPPP 6•COITRACTda'! TBD Iivafiwikia �TM, �BNM .MEyIBTON DOCUMENTATKKN MUST ACCOMPANY EHE SWPPP NDNCATVW NAT ME INDIVIDUALS IDENTIFIED IR PART ILF. HAW SEENTRAINEO N CE ACCORDANIRM TIE REDOREMEN, CF PART III.F. DOCUME111 N SMALL INCLUDE: A NAMES OF THE PERSONNEL ASSOCIATED KIM NIS PRO.EOT MAT ARE REDLINE) TO BE :RAINED MR PART III.F.1. OF NIS PERMIT. U. DATES OF 'RAINING AND NAME O' INSTRUCTOR(S) AND DIRTY PROMDN6 TRKUKI C CONTENT OR iRNVNG COURSE OR MRK W INCLUDING TIE NUMBER OF HC,TIB OF TNAII SITE SEQUENCING & ESC NOTES PPoOR TO ANY LAND-DETIF9NG ACTMTY, THE CONTRACTOR SHALL 11157 LL S FENCE AS SHOW ON PIAN. ADDITIONAL SLT FENCE MAY BE NECESSARY IF I rcM CONDITIONS REOARE. SLT FENCE SMALL MAIN N -PLACE UNI THE FINAL SM9UZATION HAS BEEN ESTABLINED IN ACCORDANCE NTH PMT IV.d WE CONIFACTOR SHALL PERFORM STE CLAIMING ON AN AREA -BY -AREA BASE M MMMIZE UNSTAMI AREAS AS EACH AREA E COMPLETED. ALL IUPOSED SOLS MUST HAVE TEMPORARY MOSKN CONTROL PROTECTION OR PERMANENT CONER III FOURTEEN (!4) DAYS THE CONTRACTOR SHALL MCWDE ALL SDE, SEED, MULCH AND FERTIIZEA NIOH SWXL CONFORM WI IME MLLOWNO MDOT SPECIFICATIONS AS NGOIPEC RELOX. REMMATTOpI SPE(iFICATRIY/NOTES Sm s67a SEED •• 3878 • FOR TDTF ESTABLISHMENT LONNERCIAL TURP YNODT MIX 25-151 (210 LBS/ACRE) RESIDENTIAL TURF µDOT µX 25-131 (120 LBS/4CPE) TEMPORARY FALL COVER MIIDOT NIX 21-112 (100 LBS/ACRE) iPPoNG/SUMNER NIMX SI -111 (1011)IBS/ACRE) SOL -BUILDING COVER MI WI 21-113 (HD IHS/Amp 1-2 MEMS COVER MMDDT NN 21-111 (30.5 LBS/ACRE) 2-5 MEMS COVER MOOTMO 22-112 (40 LBS/ACiFa NULCX SBB2 TYPE 1 - CSC ANCHOREB FERTu2EN 3BB1 Vg00 FlEET BLANKET 3885 CATEGORY 2 • NOW A MMI— DF: RESDENTAL TRF - ONCE PER T WEEKS WNMETEAL TURF - ONLY PER 4 WEEKS 44 SEEDED AREAS SHALL BE ET,ER WLOIEO OR 00 E 03 EV FIBROUS BLANKETS TO PROTECT •IDDS MD LIMIT EROSION. TEMPORARY OR PERMANENT MULCH MUST BE wroRMLY APPUDO BY MECHA74CAL OR HYDRAULIC MEANS AND STM IZFD BY DISIrMCNORINQ m USE OF HYDRAULIC SEL STAMUZERS. ALL EROSION MD SEDIMENT OCNTROL MEASURES NOW ON ME PIMA OR IMPLEMENTED IN TME REND SNALL BE N ACCORDANCE WITH THE CITY AND MMES PHASE II PERMIT REQUIREMENTS, AND THE YPYAS'PROTECTING WATER 01 IN URBAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA' THE CONTRACTOR SMALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY LANES AND MAKE SURE ME ER UK CBNTRCL PRACTcES IMPLACE X 7106E ARFlS PR♦EMENT MIGRATION OF SEGMENT ONTO ADJACEUI' PROPERTIES ME CONTRACTOR SHALL MAKI ULT FENCE, INGJUDING NIL REMOVAL OF ACCUMULATED SEGMENT. TROUGH COMPLETION OF BULONG CXNSTRIUCTON SLT FENCE M BE REMOVED ONLY AFTER CWPLETIQN QF BUILONC CONSTRUCTION AND MON ESTAEUSFMENT OF VEGETATXIN. THE CONTRACTOR SMALL PROV.DE WOOD FIBER BLANKET FOR AIL AREAS OF CONCENTRATED ROW AND FOR ALL SLOPES 3:1 OR CEAMR, PROIECT ALL STORM WATER MANAGE NEM FACIUTl FROM CONSTRUCTION RUN -OT. CONTRACTOR M INSTALL AND CONSTRUCT SAID FACUUMES ONCE SITE HAS SEEN S1MAJgD. IF ANY SLOPES APPEAR TO BE FAMNG, ME CONIMCIOR SHALL PROVIDE ADDITIONAL SILT FENCE, SCROLLS MO EROSION CONTRX MONKEY AS NEEI THE CONTR+OTOR SMALL FINAL GRADE SWAIE AREAS JPON STABILIZATION OF UPSTREAM AREAS. IRON GRADING COMPLETION TIE CONWU SMALL PROVIDE MATNE TOPSOL. SEED. AND MAGI MOHORM wEM A STHAIGMT BET DEC XoTXN 48 HCURS OF FINAL GRADING. EXCESS SOL NCO ID BE TREATED LIKE OTHER EXPO® SOL AND STA9UZED TIIMRI 72 HOURS.ANY SOL STOGSPIES ME TD MAVE SILT FENCE PLACED ON OOYINSIREAM SIDES AND SHALL NOT BE PLACED IN SURFACE WATERS ADJACENT STREETS SAL BE KEPT CIEAN OF COIETRUCTIDN MAMMALS, ORT, ME OTHER UNOESINMLL MATERIALS WHEN MAMRMI OR OERRIS NAYS WASHED/FLAWED ONTD ADJACENT STREETS, IT 5 ME CMIRACICYS RESPONSEIITY TO SWEEP/SCRAPE STREETS AS NECESSARY OR AS DRECIM, BY TR[ CITY. NAP OF SUUFALEWAnill r I sm f MEAOEA LAKE IS M MPA'RED WATER ASSESSMENT UNE: 27-0051 INPAIRNI NUTRI"TICLITRIFICATON OODDDAL INUCA70RS BASS CREEK IS AN IMPAIRED WATER. ASSESSMENT UNIT. 07010200-704 IMPAIRMENTS: CHLORIDE, FISHES BIDASZMENTS NEMA LIAR C.1 TIIIRING CDNRTRI.CMFN A. ALL EXPOSED SOL REAS MST BE STMUZED AS SBO: AS POSSIBLE TO LIMIT SOL EROSION BUT IN NO CASE IAEEN THAN SEVEN ( DAIS AFTER TIE CON SRRCTION ACTIV.TY .N THAT PORTON OF WE SEE HAS TEMPORARILY OR ENT.Y CEASED, S. TEMPORARY SEGMENT BASH REQ116TYENTR DESCRBEO N PART ;IUY.1-5 MUST K USED FOR CCU MCN DRAINAGE LOCAMONS NAT SERVE M AREA WITH FIVE (5) OR M. ACRES DISTURSED AT ONE TIME. G2 PflST CBNSTTp[TOJ. TIE WATER QUALTY WILIAM MAT MUST BE TREATED BY WE PROJECT PERMANENT STEM MA MANAGEMENT S 111 DESCRIBED IN PART II.G WALL BE ONE (1) INCH OF RUNOFF FRCµ WE NEIN IMPERMCA SURFACES CREATED BY ME PROJECT. WHERE SITE CONDITIONS ALLEN, AT LEAST I INCH OF "TER OVAUTY VOLUME MUS[ BE INFILTRATED, SEE PART 11 .0.2 MIN MOPE MFTXMATON ON INNLYRAIIOH DESIGN MO APPROPRIATE SEE cMDTIDMS IF IT IS EETERNRED THAT SEE COMOTRNS ME N07 APPROPRIATE FOR INFLTRATION (CO. TACK OF S FL OF SEPARA'IOM 70 SASONALY SATURATED AROUND WATER, PROXIMITY EO BEDROOM, CONTAMINATED SOLS) ME REASONS NOU: BE DOCUMENTED M THE STORMWAlE1P MILL N PREVENTO4 PLAN lAPPP) FGR ME PRgECT. INFILTRATMN IS NOT REQUIRED M HTDROLOGC BDL CNDDP D 50 DRAM— I 61 C.M. G.W.P. CXOcp INR PNxUI CI 1&1555 OPCNALOAMI JUNE 11, 2015 O IL V O O PREPARED FOR: INDUSTRIAL EQUITIES G N BREPweIING d E'MClIFEPo14G PLOWE f�wtft 5 1E 110 LIMO DANES, YN 66014 PH011a(M)1W1d21p FMC RSI) 361dµ', STORM WATER POLLIPTION MIMMTION PORN NEW HOPE INDUSTRIAL CENTER I C5.2 M7171. INERAL MULCH ANCE STRIP L7. A� w z rz 3 z LU l ��krk bW.w.dk qkp 1� mmarurna mwr...dmmrwwr.am .mewaeama>anaerw.e .mrwneanwenm.ra.� �� � rmw.w..>s. "` ae{rm,vwp.anwr, - .xwr�n,rveawa. wva,WaeNpx,ewcanrieraep d"r . wxw w�`vre�ae�'�� [r�mwaWcw erwrr¢alen a�soearrmrwanroaraa., r cwrxwmnr.s,nmesvaxoW za+n� e ON �,., wor,o.� e,., DEC.P,n.awIDUOUS TREE PLANUNG SCIENCE CENTER DRIVE mommi K I A SCALE:1'40`13' NORTH Landscape Notes: 1.Tneoe- wldh b bet- hchoo(4")depth n.Wmlabgb4bmdraldwaadankhtortr u idear a pkN bad. bwMpm bee parNnp deWIL 2. Bywrb.Mp. Wd. the -oftom o1eebt thalthy p-ljwek.dthe.1.aW uWwand$w.pblkq mnd)pm8W they rekh:b She newInw-de.hoen Nn ch.rg..M.. rrr be rnnabwad fu abh. W M1mhmwn.bibp mr,aepr• or abraw, elder aortia. a N phoml reol"dNal mnpyelh is ileatedlhn of theAmwbw:8lertl.W br wmwy, Amedrm Aaeodalpn C. Nurserymen Iatla. rotes wwnrk., dedhm. NNhe abet h.re et IeaW s renes a: ew .P.dkd.nub h.lgW. Pbnl mi4.rkIM,Y b. d.lvwed..p.dbd. 4. Pinedmeproeedwmorrphr whoduleYdbvepard,,bgm,&J.,fdst S. N mqueod plmh shell be looted end WWW oe oh- a.AdJ.WwW bbmbn dprepr.tl phud meid.l they be n.eaetl bleb.Shm&madhwlmwebemqukedthedbntwlprmki ridswpmwd.$V*l.ntcWngoouwyrwMm Wyr.iwandeppn 1. 7. 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Am1dr awry 1w -lo, (nadmun). 3ubrrit umpb. 1LL-deco eCmtmdpr6 re.V..bkk-dirwlon%Rh ea Owner la locke:Me new and emdln, Ynpmkvrwno on and o#.jhp durbg bndmp. Werk wUddos. Repwteny tlanwge w dv 0- hr.mdi*. 14 hW 12"daptlr weird mrvtrR rock n.ddr n' W 1.d^ da] WN Woad mit In M Pbrd hada m march adednp neldl. Do mthvbi xwd met mdw pw.nrdel dpnkga BubmB sample. 20. PmW o&AopwnNlom m remain wd repel nip' damago mmb decd mrlagticden Lmhgto fes gareml mdracbr benadWWy. 21.A1 aW arae anal be prapw.d pdor b pWWbg wkn a %.W rob b Pmdd, a km phir ft bed tw of sknn elbas, mnkudlon debris, etc Anymh.rnaW peed mklures, tabes, a epplmtlm.mwhod m[ad Sha 1, s WOWmdrekndsmpe..htWfor.pprewt.Sodamm:wtsbepbwbedlhMdksyhedbywwkwhhheds w dmbp oclphoee. 22 flamer 11 d.mdllm =I." I= the dW ha sone c* rmewd cueuro. 9bc"lrg is net aloeed. 23. The Land -M C.n oh.lt.mbhoomploo dodIw,d.rap. wAarkW far epprorl pdw b ketakbn. 24. The Lwltlacepe Camredar.,N Include the andbprotidea new. compete twW+[o-lw.d cmv.rvpv Inilwlbr,.y.Wm krWk. hereglaetl brei rwWY sortletl aro. erd al mwshNbe, bv.,and pvrmrd... Inig.11m is roI mga.n b m n.*m red avec Subrrll.np dmetg. and "" mleh.is loft Lerltlsmpe AmNlecllw rerbw pbr b wort oommanrnranL Intluaa (t)wbwrGzedm w,a h) aprbg.kMrp b tlw bee bid b,irde RP[19arJmpwtledm, mnlNbr, gaW wehw, d.aud meet, aW baaekrwrry a n®..en'1. eppWkrNe btalrma and eledrlml rog4rommk Wlh ewrrol CWr,bacW. LocelBwlydaei mh pmrid roof in bode. ep'pwr YA NWs1, bel brdh Pr urdiwlk-edD, Owl,lnwSerw veM Qnwrd CanlmWw mdPavAgBpudtg cordmdom. DdPbmnu.&Permnoib�,POPUP spay lw.tlaF pwnrdd k drub betla, pepup Ql•,a 8 rota b tuAw.e. pdp rid dlowatl W phmd btls. 26. Thekndeeape cerIrockx dsated Gaphe.SW1,Ow Cal mise, 11.n4a hmmhvbmdgghgter Gold udhybceillom 26. The Wntl.cmpa wrMmr"be mWmWWo ter m clmd%l aft daghg bmtlan m9h Omwb rdrardw Wloeclm paMYg and ek.4,11oq. Vm TSwckg oma.e, 2DNutm.Fm poilcm#2Wo Lfte mftowid.dat+OgbNaue PLS.PrePereaA eeetlkg ereea.Ade•Ibdey Poserbin r8ke.Fkm the eeatl bed eW plen[b8tlbabir. ReWrb M,00T Seedbg Heriot, 2014 slim, br pedannenoe req Wa ae em nmheermnm 2K All see weed.0hep..md prbrm pbnlbg,h.h.dry Power box roem.quel b prpvbe. fkm plmbg bad Dee of moreq 006, mnwrudbn dobda, oft Any eW,otoemd mike We,b apploell. mNhod ro d shell be eakonbd to he bWe¢pe wditd f. pp -mL 2%5l m Be* Nw. 8..dng hM: Wel Badge Mood -Gree Mk WWBedlpM.kw W§r-rbh Rete: 401be. p.- Ne W: 10 be. paths Appkalkm: Dmp-ewwd ApplWkm Dmp-- vw,dpr: Areirle R.brab.. km Va due Prairie R.tpmll w W. Pmkb wedlrrglPkS mrwapmr Wed! prallda the Cmwof a Wopnol Fix (2) addtlorrot ymm of pmH, aoMwwnm, haddkm No the (1)yearwwmrdY. hahal be ew Owwle optionb wallreee m orloW cope ofthp n.Ihe prattle wee.. LbH* urpprwanm,y pw WDOTSeedhg Momuei. 2014 Will- 30.Thekndacapew cow a hot Nmkh and hatel.n I-Wpknb endI ZPdhg 90l b The wary pl..b-Mia. rnkd. Submit wnueis M to Oemw for app -W. 31. At mel o.wlbw dram b Wo,kWW.®pe cpnbadpr to Nmish a nd Wall 3'Wlda 5'Lon, tlp• pch.-ol of 4%W ds. Daaw Trap Pod, Lieelwlle bWw a "rp e. fpm 5P dbel a la och00% 0' .6 1' ENLARGEMENT AT ENTRY �j � 0 RAISED PLANTER AREAS: � L TYP, (4) SCALE:112'w1'-0' NORTH DETAILS NOTES AND SCHEDULES: Planting Palette: "FF;q- Qoy %'1' Srkae&Temr Cmwr Nan Yfae Root Nah„ 9 A ,etla,bi laprr.eT-e Lrnt Bae 5 8 %'Seeps 3o.d Spon Snot q.lrpplc lrnl so 4 C .aoadderNL Awedee¢Eldlrrry ZrnL f1kB I Nam Flvh Zr CAI BM Y a PW VNdew'Gnr,upire' d'am,4-14'dw. 2A'61. nab Z T Q-.ubw Nonh-AedOro ;lxc . G" $1'"Ns Q"R11RG Qly. I My jsdoddcKoeoe Onnrrpm Ne- 'k- 9„w Nmw 13 1 Dr IT -til. b Per Ll ) Tnrnsw.dn%be' TnuNm Spma&rrl Yew r3 P07 A % 'tees Nrm Flmh' Nam Flvh 4 PW' ,e L Wdgda6ndd.'Aurobu' lrwohe L P PJ3' ,3 N arl.tllb Wdrnw'Ahw,ek' Palw,e rddn,eh PWnellx n IVy a O rvNebdrevr )Twedp.,d, lyuryeudde A POr ld Y Yhr.VlemrY r]m,n.w Adr�q,3 ['wnPan - i5 POT PPRPM VTAT C. Qty. %e. Ntlanedc Nwoe C - Naw Site R,WI rCda N O ' sl &eve' .`dtlladeOmpayllly II Apr w v 1u39ar'Gdildumi Al.&Fyw sum. rt TOT W m"^"w••••••alepttur4d�` -W owed TaWlain Gr,ca pit lY1r a X edea.vadTh•A Poreaar' FeedeA,:4C tit PW1T y Nepebxfew,e•tl WaNwe Wap.® CWIWl al P,yy 4 Consubrit: Cd r Calyx Design Group, If Landific"Ard9t emre Simla! Ab;o Design Master P[bnnlrg 1583BWdmie !K ISb3eA PauWic Paul KN 561.5 ww .. 55334.5198 htprn.l: Awkedeegngrevpmm .'W: kom pc*mdedaw P.mm Devebper, Industrial Equities, LLP 321 Flat Avwwe Nonh h9nneepDK MN 55401 (612) 932-1122 Tele, I Project New Hope Industrial Center gtAg SCIENCE CENTER DRIVE NEW HOPE. MN I SCALE: AS NOTED .DATE. 09M0l20}5 LANDSCAPE PLAN L1.1 ❑ --�-_ o,g CUTOFF 4h. mmoGN cm 15r-0. POLE W/36- 80.5E 1 I nulgner� :o lio.e. ii6Aasrzms Beak ' ne.mmg No. II iSumm®ry r .. - + t b 4 M ,1 9 b •! 9 9 M t T M, ra V,rR 3. ,�ir !t •R� _10' r.,b iSrk a , - k. R i• t� -.1r :y r ar r ,4 *r'. 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POLE W/36- 80.5E 1 I nulgner� :o lio.e. ii6Aasrzms Beak ' ne.mmg No. II iSumm®ry r NEW HOPE INDUSTRIAL CENTER EXISTING DRAINAGE AREAS 1: 1 SCrACE CaVIM7 DOVE 'gf - ------ - - - - - - - - - - - - = - - - - - - - f no Mai 4" 1" 41 EASTION06 .. UNN LEW E - M&ft 4F LOWR LE 14 .14 A i /-7--ZT 4V i. Ae� NORTH ...... lip Ma W41PE M99 f X4 - 0 60 1 INCH= 60 FEET 6/11/2015 NEW HOPE INDUSTRIAL u"ENTER PROPOSED pWNR6EMFA NORTH A i 0 30 60 1 INCH - 60 FEET M 2015 Planning Case: Petitioner: Planning Request: I. Request PLANNING CASE REPORT City of New Hope Meeting Date: July 7, 2015 Report Date: July 2, 2015 15-12 City of New Hope Tree Preservation Ordinance As recommended by the Planning Commission, the Codes and Standards Committee (Committee) discussed a Tree Replacement Policy (Policy) at its March 25, 2015 meeting. Many other cities have such policies in place in an effort to protect and preserve trees when new commercial, industrial, multiple family, and institutional development takes place. Trees are often lost from privately owned land when development occurs and the city is unable to regulate replacement standards. The Committee was in favor establishing a Policy for commercial, industrial, multiple family, and institutional land uses. Trees provide value from an environmental and property value standpoint. They aid in reducing storm water runoff, soil erosion, and water pollution. Other environmental benefits include the improvement of air quality and conservation of energy. Trees have also been shown to increase property values and can help beautify neighborhoods. In developing the proposed Policy, the Committee made a conscious effort to balance the preservation of trees and economic development. The draft ordinance defines Significant Trees as healthy trees "measuring a minimum of six inches in diameter for deciduous trees, or a minimum of twelve feet in height for coniferous trees" and includes a list of Preferred Trees, by species. It requires replacement for the loss of any significant, preferred trees due to building construction, site grading, construction of parking lots, loading areas, outdoor storage areas, or stormwater management features. The replacement standard of 1:1 requires that the diameter of the tree in inches (rounding up) equals the total number of diameter inches required for replacement. The draft ordinance also calls for any replacement tree which is not alive or healthy, as determined by the City Forester, or which subsequently dies due to construction activity within two years after the date of project closure, to be removed by the applicant and replaced with a new healthy tree meeting the same minimum size requirements. As outlined in the draft ordinance, a landscape plan detailing on-site tree preservation measures would be required prior to the approval of a building permit. At the time of submission, the City Forester would conduct an inspection and identify significant, preferred trees that may be impacted or lost due to site improvements, grading, and/or utility work associated with the project. The applicant would be required to implement the Tree Preservation Plan prior to and during any construction and protection Planning Case Report 15-12 Page 1 7/7/15 measures would need to remain in place until all grading and construction activity has been completed. The following table outlines when the draft ordinance calls for the replacement of existing trees: II. Recommendation The Committee was in favor of adopting a Policy for commercial, industrial, multiple family, and institutional land uses. Staff recommends approval of the proposed ordinance, contingent upon review and approval of the Preferred Tree list by the City Forester. Attachments • Draft ordinance • City Planner memorandum (June 24, 2015) Planning Case Report 15-12 Page 2 7/7/15 Replacement Requixed Replacement Not Required Land Lyses i Commercial, Industrial, Multiple Family, Institutional ✓ Single famil ✓ Type of Vegetation & Location Significant, preferred tree ✓ Non -preferred tree ✓ Non-significant, preferred tree ✓ Invasive vegetation ✓ Nuisance plant ✓ i Diseased or dead tree ✓ Significant, preferred trees within 15' of building footprint of proposed building or addition ✓ II. Recommendation The Committee was in favor of adopting a Policy for commercial, industrial, multiple family, and institutional land uses. Staff recommends approval of the proposed ordinance, contingent upon review and approval of the Preferred Tree list by the City Forester. Attachments • Draft ordinance • City Planner memorandum (June 24, 2015) Planning Case Report 15-12 Page 2 7/7/15 ORDINANCE NO, 1546 AN ORDLVANCE AMENDING CHAPTER 4 (ZONING) OF THE NEW HOPE CITY CODE RELATED TO CHANGES TO SECTION 4-2(b), DEFINITIONS; SECTION 4-3(d)(4) GENERAL PROVISIONS LANDSCAPING — TREE PRESERVATION THE CITY COUNCIL OF THE CITY OF NEW HOPE ORDAINS: Section 1. Section 4-2(b), Definitions, of the New Hope City Code is hereby amended to add the following definitions: Tree, Preferred means a tree from the followinglist: Species Scientific Name American Elm Mmus Americana Basswood Tilia Americana Black Ash Fraxinus nikra Bur Oak Quercus macrocarpa Corktree Phellodendron species Freeman M_ple Acer xfreemanii Ginkgo (Male Only) Ginko biloba Hackberry Celtis occidentalis Honeylocust (Thornless) Gelditsia triacanthos var. inermis Ironwood Ostrya virginiana Kentuckv Coffeetree Gymnocladus dioicus Northern Pin Oak Quercus ellipsoidalis Ohio Buckeye Aesculus . glabra Red Ma able Acer rubrum Red Oak Ouercus rubra River Birch Betula nigra Sugar Maple Acer saccharum Swamp White Oak Quercus bicolor White Ash Fraxinus americana White Oak Quercus alba Tree, Significant means a healthy tree measuring a minimum of six (6) inches in diameter for deciduous trees, or a minimum of twelve (12) feet in height for coniferous. trees. Tree, Nuisance means any tree that is diseased, dead, dying. -invasive, or susceptible to disease, Tree Ratio 1:1 means the diameter of the tree in inches(rounding u equals the total number of diameter inches required for replacement. Section 2. Sec. 4-3(d)(4)b, Landscaping, is hereby amended to add the following underlined text: b. Required landscaping—Semi-public and all income producing property uses. Prior to approval of a building permit, all of the above uses shall be subject to a mandatory landscape plan requirement. Said landscape plan should be developed with an emphasis upon the following areas: The boundary or perimeter of the proposed site at points adjoining another existing or proposed site or sites: the immediate perimeter of the structure or building at points of its placement on the site; and the public boulevard areas at points of interface with streets or sidewalk areas of the city. Landscape plans must identify and protect significant preferred trees as defined in Section 4.2(b) whenever possible. The landscape plan shall include tree preservation measures to be used on the site. Section 3. Sec. 4-3(d)(4)c, Landscaping, of the New Hope City Code is hereby amended to add the following underlined text: c, Tree Preservation and Replacement. Landscape plans associated with commercial industrialmultiple family, or institutional uses shall include measures to reserve or replace significant, referred trees within ggy site development or redevelopment projects whenever possible. in accordance with this section of the New Hope Ci Code. 1. Inspection. With submission of a development application, the City Forester shall conduct a site inspection and identify significant, preferred trees that may be im acted or lost due to site improvements, adin and/or utilily work associated with the project. 2, Preservation Measures. The applicant shall include tree preservation measures on the landscape measures that will be put in place during site construction to protect significant, referred trees including: L Snow fencing or 12olygthylene laminar safety netting laced at the drip line or critical root zones. ii. Installation of sijZnage at all tree protection areas that instructs workers to stay out. iii. Erosion control methods. 2 iv. Tree removal procedures including directional felling away from existing trees to be saved and trenching to separate roots sterns prior to bulldozing trees or stumps. v. Coordination of utility lannin with tree preservation lan to strategically extend utility connections from the street to the building in a manner that protects trees intended to be saved. A. Measures for preventing es in soil chemistry due to concrete wash-out and leakage or spillage of toxic materials such as fuels or paints. vii. No soil disturbance shall occur within the lot until the tree preservation plan is approved and tree protection measures are in place. viii. Builders contractors or others working on site shall not fill stockpile materials, or store equipment or vehicles against the trunk of the tree, in the critical root zone, or under the drip line of a tree to be saved_ 3. Replacement. i. No tree replacement is required for the following_ 1 Removal of non-significant, referred trees. 22 Removal of non -preferred trees/invasive vegetation, nuisance plants or trees that are diseased or dead. 3 Removal of significant preferred trees within fifteen 15 feet of the building foot rint of a provosed building or building addition. ii. Tree replacement_ will be required for the loss of any significant, preferred trees from the site due to site grading, construction of parking lots, loading areas, outdoor storage areas, or stormwater management features. iii._ The City will require the replacement of all trees at a 1 inch to 1 inch ratio. iv. Replacement trees shall consist of trees from the preferred tree list as defined in Section 4-2(b) of the City Code and shall meet the minimum size requirements as set forth in Sec. 4-3(d)4).b.1 of this section. v. The site landscape plan shall identify tree locations, species, and sizes for replacement trees being planted on site. If the site plan does not offer space for the required number of replacement trees the City mqy pen -nit off-site replacement trees planted on public property. vi. An re lacement tree which is not alive or heLlthy, as determined by the Cit Forester, or which subsequently dies due to construction activity within two (2) years after the date of project closure, shall be removed by the applicant and replaced with a new healthy tree meeting the same minimum size requirements. 4. Compliance with Plan The applicant shall implement the tree preservation plan prior to and during any construction. The tree protection measures of the plan shall remain in place until allr�g_and construction activity is terminated, or until a request is made to and approved by the City. The City shall have the right to inspect the development and/or building site in order to determine compliance with the approved tree preservation plan. The City shall determine whether compliance with the tree preservation plan has been met. Section 4. Effective Date. This ordinance shall be effective upon passage and publication. APPROVED by the New Hope City Council this _ day of Kathi Hemken, Mayor ATTEST: Valerie Leone, City Clerk 2015 PaAttorneylsASll Client Filesl2 City of New Hope199-815I6 Tree Preservation OrdinancelNew Hope Tree Preservation Ordinance Draft.docx 4 N 0 Rk[ 1VVt ES1' A ail S O':A I T � i, 0014 V U LTA N TS, `NC 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 783.231.2561 pianners@nacplanning.com JI=1 J,1;L1\rvw� TO: Jeff Sargent FROM: Alan Brixius DATE: June 24, 2015 RE: New Hope — Tree Replacement Ordinance FILE NO: 131.00 15.02 BACKGROUND: With the recent SMP Inc. conditional use permit for outdoor storage, a number of mature trees were removed for the storage yard. During this review the planning commission asked if the city had any regulations for tree preservation or replacement when these significant trees were lost. Staff informed the planning commission that the current zoning ordinance did not include tree replacement standards. The planning commission requested that staff investigate and prepare an ordinance that protects or replaces significant, preferred trees for the planning commission to consider. ORDINANCE LANGUAGE: We have attached a draft ordinance for staff review, which addresses the preservation and replacement of significant, preferred trees for multiple family, commercial, industrial and institutional development projects. Before this proceeds to planning commission would like staff including the planning staff and the city forester.to determine if this addresses the city needs and is practical to implement and enforce. The draft ordinance attempts to balance the tree preservation with the city's goal of economic development and redevelopment. The ordinance components include; Definitions: We included definitions of both preferred trees and significant trees. The preferred tree definition is a tree list from the city. Significant tree definition defines trees by size. We are suggesting preserving and replacing only trees that fall within both definitions. Landscape plans: We included the new tree preservation and replacement requirements in Section 4-3. (d) (4) Landscape requirements. Under required Landscaping we include the need to prepare a landscape plan with attention to preserving significant preferred trees. This is puts the burden of the site designer to consider the location of significant, preferred trees in their site and landscape planning. Preservation and replacement: We drafted a new landscape section to address these issues. 1. These regulations will only be applicable to multiple family, commercial, industrial and institutional land uses. 2. The City Forester will be asked to review development applications and conduct a site inspection to field verify the location of significant, preferred trees and offer recommendations to protect these trees during the development process. 3. We outlined tree preservation measures. These should be reviewed by the city forester for comment and editing. 4. Replacement of significant, preferred trees will not be required for small preferred trees, non -preferred trees, diseased or dying trees. Significant, preferred trees located within 15 feet of the foundation of the proposed building or building addition will not be replaced. This last exemption is intended to prevent interference with building construction or in-place expansions. 5. We will require replacement of significant trees in areas away from the building used for ancillary uses such as parking, loading, outdoor storage or site grading. 6. We establish a replace ratio of 1 inch for 1 inch. This is based on the size of the significant tree measured per the definition. We may wish to discuss whether this ratio is appropriate base on lot sizes within the various zoning districts. 7. All replacement trees species must be off of the preferred tree list and must meet the City's minimum size standards. 8. With the replacement ratio at a 1:1 some sites may not be able to accommodate all the new replacement trees, in this light we established a provision for off-site planting on public property. We should discuss the ramifications of this requirement. (Do we have places for public plantings? Can we require plantings beyond the project site?) 9. All replacement trees must be healthy and warrantied for 2 years after installation. Generally the nursery warranty is for 1 year. We should discuss the desire length of warranty. 2 Compliance: We require all tree preservation measures to be in place prior to and during all construction activities. The city has right of inspection to ensure the approved plans are adhered to. CONCLUSION: I would like to meet with staff to discuss this draft ordinance to ensure that it covers the appropriate goals of the city. I would also like to know that between planning and the city forester that these regulations can be administrated within the current review process without being burdensome to the applicant or city staff. Cc. Stacy Woods Aaron Chirpach Jeff Alger Roger Axel 3 PLANNING CASE REPORT City of New Hope Meeting Date: July 7, 2015 Report Date: July 2, 2015 Planning Case: 15-13 Petitioner: City of New Hope Planning Request: Governmental, Park & Open Space Zoning District I. Request The Codes and Standards Committee (Committee) evaluated the possibility of creating a new zoning district for governmental, park, and open space properties (GPO) at its June 10, 2015 meeting. Open space and public land throughout the city is not currently associated with a specific zoning district and falls under the "OSP — Open Space/Public" overlay district. The Committee was in favor of the creation of the new zoning district and determined that public school properties should not be included in the district. Establishment of a new GPO zoning district involves the creation of performance standards, such as allowable uses and building, setback, and signage requirements. The attached draft ordinance states that the purpose of the district is to create a unified district for governmental operations, and civic uses. The draft ordinance does not have a minimum lot area or width and has 0 foot setbacks within the GPO zoning district. The attached spreadsheet lists Property Identification Numbers, addresses (when applicable), location description, and the owner of record, as recorded by Hennepin County, for each parcel that would be rezoned. Bodies of water were excluded from the list, as were city -owned parcels poised for redevelopment, including the land to the west of the New Hope Village Golf Course, the land to the north of the ice arena, and various scattered site housing properties. It is also necessary that the city's Sign Code be amended to address such a zoning district. The attached draft Sign Code ordinance categorizes properties zoned as GPO in the same grouping as those in the Limited Business (LB) and Community Business (CB) districts, allowing one free standing sign per lot with a maximum height of 30 feet and not to exceed 100 square feet per side. Independent from those regulations, freestanding and temporary signs in the GPO district have 0 foot setbacks. The creation of a new GPO zoning district satisfies the Assistant City Attorney's recommendation in regards to the proposed construction of a 24 -foot municipal freestanding sign at Xylon Ave N and 42nd Ave N, as part of redevelopment plans for the area. Such an approach would eliminate the need for an exemption and ensures that all types of signs in the new zoning district are treated equally, as outlined by the attached memo. Planning Case Report 15-13 Page 1 7/7/15 II. Recommendation The Committee was in favor of adopting a policy establishing a new zoning district for governmental, park, and open space properties and amending the city's Sign Code to address the new zoning district. Staff recommends approval of the proposed ordinance. Attachments Draft zoning ordinance • Draft Sign Code ordinance • List of parcels • Zoning map Assistant City Attorney memorandum (May 19, 2015) Planning Case Report 15-13 Page 2 7/7/15 ORDINANCE NO. 15-14 AN ORDINANCE ESTABLISHING THE GOVERNMENTAL, PARK AND OPEN SPACE ZONING DISTRICT OF THE NEW HOPE ZONING CODE The City Council of the City of New Hope ordains: Section 1. Section 4-4(a)(4) "General district provisions — Categories of districts" of the New Hope City Code is hereby amended to add the following additional special districts: Sec. 4-4(a)(4) Special districts d. CC, City Center district e. GPO, Governmental, Park and Open Space district Section 2. Section 4-18 "Governmental, Park and Open Space District" of the New Hope City Code is hereby established to read as follows: Sec. 4-18. GPO - governmental, park and open space district. (a) Purpose. The purpose of the GPO — governmental, park and open space district is to provide for the establishment of governmental, civic uses, and recreational activities which serve the residents from the entire community or subregion. The district is designed to: (1) Create a unified district for governmental operations and civic uses; (2) Encourage a sense of activity and liveliness among public open spaces and sidewalks; (3) Provide public gathering spaces and green spaces; (b) Permitted uses, GPO. The following are permitted uses in the GPO district: (1) Municipal government and utility buildings. Municipal government, publicly regulated communications, and public utility buildings and structures necessary for the health, safety and general welfare of the community (2) Public parks and playgrounds (3) Municipal recreational facilities including swimming pool, golf course and ice arenas (4) Municipal water towers (c) Permitted accessory uses, GPO. The following are permitted accessory uses in a GPO district: -1- (1) Parking. Off-street parking as regulated by subsection 4-3(e) of this Code. (2) Off-street loading. Off-street loading as regulated by subsection 4-3(f) of this Code. (3) Storage sheds. Tool house, shed and/or similar building for storage of supplies and recreational equipment used for municipal purposes. (4) Accessory antenna. Accessory antennas in conformance with subsection 4-3 (b)(6)h of this Code. (d) Administrative uses. Administrative uses are also subject to the following administrative use provisions: (1) Farmers' markets, festivals, and open/outdoor sales, seasonal products a. Hours of operation shall be limited to the hours between 6:00 a.m. and 9:00 p.m. b. The site plan must clearly demonstrate that adequate parking for the proposed event can be provided for the permit's duration without reducing the parking requirements of the principal use below minimum parking standards of this Code. C. Signage for the sales operation may be counted separate from the maximum allowed for the principal use otherwise occupying the site. However, this waiver shall be limited to a maximum of two signs per site not to exceed a total combined area of 64 square feet of signage; and one sign per individual vendor at a site, not to exceed a total area of 10 square feet of signage. d. Any use of an outdoor sound system in any connection with a farmers' market, festival shall not exceed fifty-five decibels at the property line. e. Farmers' markets, festivals and open/outdoor sales, seasonal products are otherwise subject to the detailed permit requirements of Chapter 8 of this Code. (e) Lot requirements and setbacks. The following minimum requirements shall be observed in the GPO zoning district subject to additional requirements, exception, and modification set forth in this Code, -2- Setbacks Front: Local Arterial or Community Rear Side: Interior Side Corner: Local Street Collector Street Yard Street 0 feet 0 feet 0 feet ! 0 feet 0 feet Section 3. Properties to be rezoned as GPO. The real properties which shall be re- classified e- classifed as being located in the GPO district as shown on the Zoning Map of New Hope are as follows: Address Property Description Identification Number NIA 05-118-21-33-0295 Elm Grove Park N/A 06-118-21-11-0006 Dorothy Mary Park 8400 Meadow Lake Rd 06-118-21-13-0074 Meadow Lake Park E NIA 06-118-21-13-0082 Meadow Lake Park 8130 Bass Lake Rd 1 06-118-21-14-0003 Golf Course NIA 06-118-21-14-0004 Golf Course NIA 06-118-21-24-0004 Liberty Park NIA 06-118-21-24-0084 Liberty Park 5550 International Pkwy 06-118-21-31-0019 Victory Park 5700 International Pkwy ' 06-118-21-31-0020 Victory Park 5500 International Pkwy 06-118-21-34-0020 Public Works NIA ' 06-118-21-41-0001 Golf Course NIA 06-118-21-44-0053 Begin Park 4965 Yukon Ave N 07-118-21-13-0050 Little Acre Park NIA 07-118-21-23-0001 West of New Hope Lighted -3- N/A 07-118-21-24-0003 Lighted Field (West half) NIA 07-118-21-24-0004 Lighted Field (East half) N/A 07-118-21-31-0107 Holiday Park 4648 Aquila Ave N 07-118-21-43-0002 Water Tower on 47th N/A 07-118-21-43-0004 Civic Center Park (North portion) N/A 07-118-21-44-0054 Corner Park N/A 07-118-21-44-0055 NE of Civic Center Park 4949 Louisiana Ave N 08-118-21-24-0006 Ice Arena N/A 08-118-21-32-0042 Sunnyside Park (East portion) N/A 08-118-21-32-0043 Sunnyside Park (West portion) ! N/A 08-118-21-33-0072 Sunnyside Park (South portion) N/A 08-118-21-33-0073 Sunnyside Park (Center portion) 4350 Nevada Ave N 17-118-21-21-0023 Fred Sims Park 4424 Nevada Ave N 17-118-21-21-0024 Fred Sims Park (Northwest portion) N/A. 17-118-21-21-0025 Fred Sims Park (North portion) 3810 Oregon Ave N 17-118-21-31-0080 Lions Park N/A 18-118-21-11-0011 City Hall (East portion of north parking lot) N/A 18-118-21-11-0022 Xylon & 42nd N/A 18-118-21-12-0002 City Hall (Northeast portion) 4401 Xylan Ave N 18-118-21-12-0005 City Hall & Pool 8816 Northwood Pkwy 18-118-21-34-0082 Northwood Lake & Park (West of Boone) N/A 18-118-21-43-0001 Northwood Park (West portion East of Boone) N/A 18-118-21-44-0002 Northwood Park (North portion East of Boone) N/A 18-118-21-44-0003 Northwood Park (East portion East of Boone) N/A 18-118-21-44-0039 Northwood Park (East portion East of Boone) N/A 19-118-21-24-0050 Hidden Valley Park (East portion) 8800 32nd Ave N 19-118-21-24-0051 Hidden Valley Park (North, West, South ortion) N/A 19-118-21-32-0113 Jaycee Park 2801 Hillsboro Ave N 19-118-21-33-0004 Water Tower on Hwy 169 N/A 20-118-21-33-0125 Terra Linda Park 0 Section 4. Effective Date. This Ordinance shall be effective upon its passage and publication. Attest: Dated the 27`h day of July, 2015. Valerie Leone, City Clerk Kaafti Hcmken, Mayor (Published in the New Hope -Golden Valley Sun -Post the -5- day of 2015.) ORDINANCE NO. 15-17 AN ORDINANCE AMENDING SECTIONS 3-500)(1),3-500)(8)c.5, 3-50(k)(1)d, 3-50(k)(1)d.3 AND 3-50(k)(3) ADDING GOVERNMENTAL, PARK AND OPEN SPACE DISTRICT TO SIGN CODE OF THE NEW HOPE CITY CODE The City Council of the City of New Hope ordains: Section 1. Section 3-500)(1) General regulations is hereby amended to add the following underlined text: -All permanent freestanding signs requiring a permit shall be set back ten feet from any property line. No permanent freestanding sign may be placed in the traffic triangle of any corner lot. The traffic triangle is defined as the corner formed by the intersection of two streets or the rights-of-way of a railway intersecting a street. The 20 feet shall be in the form of an isosceles triangle with the two equal 20 -foot sides formed by and measured along the property lines and the third side formed by a straight line connecting the corners of each 20 -foot point as measured along the property line. Nothwithstanding the other language contained in this section there shall be a zero foot setback for all freestanding signs located in the GPO district and the other restrictions cont -fined herein shall not be applicable to freestanding signs in the GPO districi. Section 2. Section 3-500)(8)e.5. Temporary sign standards are hereby amended to add the following underlined text: No temporary signs allowed by this section shall be erected or temporarily placed within a public street right-of-way or upon public lands, easements or rights-of-way. Temporary signs must be located on private property. Freestanding signs shall be set back a minimum of 15 feet from the street curb. The setback shall be measured from the back of curb to that portion of the sign nearest to the curb. Nothwithstandinp, the other Ian gua e contained in this section thare shall b.: a zero foot setback for all sipans located in the SPO district and the other restrictions contained herein shall not �be applicable to signs In the GPO district. Section 3. Section 3-50(k)(1)d District regulations are hereby amended to delete the following text that is stricken: 3-50(k){ 1 }dGovemmeal 7LS 1i4�-ice Qquasi-public or private recreation buildings, ''i ate, public and private educational institutions limited to accredited elementary, middle or senior high schools, and religious institutions such as churches, chapels, temples and synagogues shall be allowed the following signs: Section 4. Section 3-50(k)(1)d.3 District regulations are hereby amended to add the following underlined text: ix. Nothwithstanding the other language contained in this section., there shall be a zero foot setback for all sians located in the GPO district and the other restrictions contained hcr:in shall not be applicable to signs in the GPO district. Section 5. Section 3-50(k)(3) and 3-50(k)(3)a District regulations is hereby amended to add the following underlined text: 3-50(k)(3) Within the LB, CB, CCS ard-1 and GPO districts, the following additional regulations shall apply: cr. In the LB, CB.' e -+id -I and GPO districts, one freestanding sign .is allowed per lot. The area of a freestanding sign may not exceed 100 square feet each side, exclusive of base or frame, with a maximum height of 30 feet. Freestanding signs abutting a freeway or freeway frontage road shall not exceed 200 feet in area. Section 2. Effective Date. This Ordinance shall be effective upon its passage and publication. Dated the day of . 2015. Kathi Hemken, Mayor ATTEST: Valerie Leone, City Clerk (Published in the New Hope -Golden Valley Sun -Post the day of , 2015.) 2 City of New Hope Governmental, Park $ Open Space Zoning District List of Parcels, July 1, 2015 N/A - - - . 05-118-21-33-0295 .. E uun Elm Grove nark Owner Name (Henn i N/A Qb-118-27-11-0006 Dorothy Mary Park I C Of New Hope city Of New Hope 8400 Meadow Lake Rd E 06 17 -21-73- 074 IMeadow Lake Park Vil Of New Hope N/A L6 118-21-13-0082 I Meadow Lake Park Vil Of New Hope 8130 Bass Lake Rd 06-118-21-14-0003 GO. f Course Vi: Of New Hope N/A 060621-74-0004 Golf Course Vil Of New Ho e N/A 06-118-21-24-0004 Liberty Park City Of New Ho NIA 9.6-118-21-24-0084 Liberty Park pe Vil Of New Hone 5550 L+�ternationa: Pkw 06-118-21-31-0079 Victory Park City Of New Hope 5700International Pkw D6-118-21-31-0020 Victory Park City O. New Fo e 5500 Irternationa: Pkwy 06-118-21-04-0020 Public Works Ci, Of New Hope N/A 06-718-27-41-0007 Golf Course Vii Of New Hope N/A 46-118-21-44-0053 Be in Park Vil Of New Hope 4965 Yukon Ave N 07-118-2_ 1� Little Acre Park Cit Of New Hove N/A 07-118-21-23-0001 West of New Hope Li hted � Vil Of New Ho e N/A 071-21 8"0 eField (West hal_� 'City Of New Hope N/A 07-118-21-24-0904 Lighted Field (East half) City Of New Hope N/A 07-118-21-07 -0107 Holiday Park Ci O' New PT--. 4648 A ,.A a Ave N 07-116-21-43-0002 Water Tower on 47th Vil Of New Hope N/A 7-'18-2143-0004 Civic Center Park (Northportion) Vil Of New Hope N/A Q7-718-21114-0054 Corner Park Vil Of New Hope NIA 07-118-2_ 1=44-0055 NE of Civic Center Park Vil Of New 4949 Louisiana Ave N 08-118-21-24-0006 Ice Arena -Hope N/A 08 1 ] B-21 32-0042 Sunnyside Park (Eastportion) Vil Of New Hope I Vil Of New Ho N/A 8-118 21-32-0043Sunn side ParkWest portion) ) Vil Of New Hove N/A 08-118.21-33-0072 Sunn side Park/South Portion} _ope Henn to Forfeited Land N/A 08-178-2__ _ 1- 3� Sunnyside Park (Center portion) Henn in Forfeited Land 4350 Nevada Ave N 77-x18-21-21-0023 Fred Sims Park Ci Of New Pope 4424 Nevada Ave N 17-118-21-21-0U24 Fred Sims Park (Northwest portion) Ci Of New Hope N/A 77-17 -21-21-0025 ds Park (North portion) FaLions Hennepin Forfeited Land 3810 Ore on Ave N 17-118.21-31-0080rk N/A ]S 7 i B -2111Q071 (East ortion ofnorth arkin lot) Vil Qf New I?o e Vil Of New I -Io N/A 18-11 271142nd Econ Dev At'r. CiPe ty N/A 18-11821720002NVil Of New Ho e 4401 X Jon Ave N 18-118-21-12-0UD5 &Pool City Of New Hope 8816 Northwood Pkwy 7 &716-21-34 U082 Northwood Lake & Park (West of Boone) Ci Of New Hope N/A 16-118 21 43-0001 Northwood Park (West portion East of Boone) Vil Of New Hope N/A 18-118-27 -44-nn Z Northwood Park (North portion East of Boone) Hennepin Forfeited !and N/A 7 -118-27 44-0003Northwood Park (East portion East of Boone) IVil Of New Hope N/A 8-118 21 440039 Northwood Park (Eas: portion East of soon) Ci Of New Hope N/A 19-118-21-24-0050 Hidden VaRey Park (East portion) Vil Of New Hope 8800 32nd Ave N 1 -118 27-24-0051 Hidden Valley Park (North, West, Southportion) Vil Of New Hope N/A 1q-118-21-32-0113 }a cee Park Vil Of New Hope e 2801 Hillsboro Ave N 19-118-2_ 1-33-0 4 Water Tower on Hw 169 Vil Of New e N/A 20-] 3 8-21-33-07 25 Terra Linda Park City Of New Hope iLT�r Iii I • f�; of -- _ }} �T_: Lil I T:YT 1_ — +, '�7 � _-- _ _' II,- 134 _ F — I I � — !'. j—•-- �' � Avv F�7'.r(-l1 _�—... ' r __ - - � 1_i'�._ �.— � � LL�11� : �L� � ~� _.�I �- _ _. I•- -1 H _R I !'FT_II t �� - l .rF--• �_.__ i h. { j—� iL""1 I 1 LL _ � � _1 •-, j j��'r��7 ._.I 177- F — 11L --•--' � ]_fir _1� — pr � -rf -- � �' � F I , �.'��! Ir �J-L�•��T?I �I J�u�Y,c,�ti'- �J '�J!—I-- T - 'I- } - _ ,�l1��41 r • -1 ` -- r I FHS--'' r ' �_ 1�_ .L�� �a� + ry • r--1 I - ..- -- �, JT-L I -L i r N 69L AWHOIH f a c r LL ~r � d �uoo 4J>s�= 3 ti O O .0 O E y U m m t d �E £ I g ni a6°'m°S S� �� `> �a --. 'r20 €�Q= m ib bg T Lc_O .2V ;'pp P ` ➢ O m 6 aaBtaEt �� a aO 'd Rij T j r1 a CL zCC G _ ID V/ E- p�pLL O ("J I r r 0 N Z s �5 L JENSENSONDRALL PERSELLIN&WOODS P.A., ATTORNEYS AT LAW 8525 EDINBROOK CROSSING, Sr E. 201 BROOKLYN PARK, MINNESOTA 554431968 TELEPHONE (763,1424-8811 M TELEFAX (763) 493-5193 VMW.j5PWaWC0M Wiftei's Dimct Dial No.: (763) 201-0265 e-mail 88WQSPW/aW.00M May 19, 2015 KirkM cDonald _00 ... . ...... City Manager OR Lr & 'illlE16 A Jeff S argent -TA -0 go.:. Community Development Director City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 RE* Ordinance No. 15-08/Exempt Official Sips from Sign Code Our File: 99.81508 Dear Kirk and Jeff: The purpose of this letter is to address the proposed amendment to the Sign Code to exempt Official Signs from the Sign Code requirements, Carving out this exemption "Official" for or "Governmental" signs puts the City at risk of legal challenge.By providing this exemption for Official or Governmental signs only, the City opens itself upo a t challenge that governmental speech is being favored over commercial or other non-governmental non-commercial speech. This could be considered content -based discrimination- Exemptions may be based on valid time, place, or mamer restrictions, tri ns, .5 such as exempting all signs under a certain size from permitting requirements. We must determine if the exemption to the sign code regulation is reasonable. Is it reasonable to treat governmental signage different than commercial or even other non- commercial signage? This is Particularly important given the fact regulation of signage always raises the specter of governmental infringement on the First Amendment en ent right to freedom of speech. In analyzing this issue a determination must be made whether the regulation is "content neutral" In other words, does the ordinance attempt to regulate the message conveyed in the sign or does the "trine, ordinance simply regulate the place and manner" of the signage without regard to the message conveyed in the signage. If the sign regulation is content neutral it will be upheld as a reasonable and constitutionally permissible regulation of speech. (-see Goward v. C ityin of Minneapolis, 456 N.W.2d 460 (Minn. App. 1990)). In the Goward case the court held a sign ordinance will survive constitutional scrutiny only if. 7 ty MW Dke? I. it is justified without reference to the content of the regulated speech, 2 *lk 2. it is narrowly tailored to serve a legitimate governmental interest, and 3. it leaves open alternative channels for communication. Page 2 The type of sign the City is proposing for the corner of Xylon Ave. and 42nd Ave. is not related to traffic safety, street signs, or road repairs. The proposed governmental sign here is more for informational purposes. It would be challenging to list a legitimate government interest for treating this particular govermnental sign different than the adjacent City Center commercial signs. The risk is treating Governmental signs more favorably than private or commercial signs without a legitimate reason. This could invite litigation or challenge to the Sign Code. For instance, if there was a bond referendum, the City would have the ability to advertise the pro -referendum information on its taller sign and those who oppose the bond referendum would not have that same right. After discussions with Steve Sondrall and Jeff Sargent, we came to the resolution of creating a separate zoning district for governmental, park and open -space property. The sign, code requirements in the newly created zone will permitthe 24 foot sign that has been contemplated for the City Center parcel. This way, all types of signs in the new zoning district would be treated equally. Of course, another way to resolve this would be to simply amend the sign code in the City Center to allow for 24 foot high signs. My understanding is that the planning stall did not envision those taller signs to be permitted in the City Center District. The focus was on a more pedestrian -scaled area. SUMMARY In light of the potential for legal challenge, it is not advisable for the City to exempt Governmental or Official Signs from the Sign Code regulations. It is recommended that we create a new zoning district for governmental, park and open -space property. In this way, the proposed 24 foot sign at Xylon and 42nd Ave. will comply with that specific zoning code, and no exemptions need be created. The City Planner should also be involved in this discussion. We shall wait for your direction. Thank you_ Sine rely, Stacy A. Wo s, Assistant City Attorney City of NewHope PAAttomeylSAS11 Client Filesl2 City of New Hope199-81508 Municipa: Sign Code AmendmentlMemorandum regarding amendment to sign code to exempt official Signs.doc PLANNING CASE REPORT City of New Hope Meeting Date: July 7, 2015 Report Date: July 2, 2015 Planning Case: 15-16 Petitioner: City of New Hope Planning Request: Trade Schools & Specialty Schools I. Request The Codes and Standards Committee (Committee) discussed amending the city's zoning code to better define and regulate trade schools and specialty schools and where they can locate within the city at its June 10, 2015 meeting. City staff receives frequent inquiries about the possibility of locating schools with young children within the city's Community Business (CB), Industrial (I), and City Center (CC) districts and would like the City Code to more clearly define trade schools and specialty schools. The introduction of schools with young children into a commercial or industrial zoning district would raise a number of concerns, including the following: 1. High traffic volumes, truck traffic, noise, and emissions. Commercial and industrial operations are typically segregated from less intense uses such as schools, churches, and residential neighborhoods. The introduction of a school within the CB, I, and CC zoning districts would raise concerns for both the school use and potential encumbrance on adjoining commercial and industrial operations if nuisance concerns arise. 2. Commercial and industrial sites are not typically designed for typical school uses. They generally lack outdoor play areas as well as cafeterias and kitchens that are typical of school operations. 3. Potential loss of taxable commercial or industrial properties if buildings were to be converted to school uses. In an effort to clarify types of businesses, as defined by the city's zoning code, the proposed ordinance defines the following: Health Club. A business that offers equipment, facilities, or trained personnel for exercising and improving physical fitness of its clientele. Sports Training Center. A business with equipment, facilities, or trained personnel that offers specialized training, education, and fitness for a specific sport or athletic activity. Trade School. A school or teaching unit that provides training, apprentice education, or continuing education in manual, technical, and mechanical skills to post secondary education students. The proposed ordinance eliminates any potential confusion in regards to the allowance of schools that serve school-age children within the CB, I, and CC districts by removing the "Training and Specialty Schools" definition from the City Code. It also specifies what size Trade School, Health Club, and Planning Case Report 15-16 Page 1 7/7/15 Sports Training Center is required to obtain a Conditional Use Permit (CUP) within the CB and CC districts. The following table lists proposed changes outlined by the ordinance: The draft ordinance limits the size of Trade Schools, Health Clubs, and Sports Training Centers as permitted uses, requiring a CUP when in excess of the square footage shown in the table. It also requires proof of adequate parking and a traffic study for Health Clubs and Sports Training Centers within the I district in the following instances: • The use generates traffic beyond the existing traffic level and resulting in more than one hundred (100) trips in any peak hour. • The City Engineer determines that the site location, access, or traffic generation may result in traffic conflicts, safety issues, or a reduction of the street service level classification. The CUP must address all issues identified in the traffic study and the property owner shall be assessed for costs associated with improvements deemed necessary to mitigate traffic issues generated by the proposed use. II. Recommendation The Committee was in favor of adopting a text amendment that would better define and regulate trade schools and specialty schools. Staff recommends approval of the proposed ordinance. Attachments • Draft ordinance • City Planner memorandum (October 16, 2013) Planning Case Report 15-16 Page 2 7/7/15 Industrial (I) Communi Business (CB) City Center (CC) Training & Specialty Schools Repealed N/A Trade Schools Permitted I Not exceeding 10,000 sq ft - Permitted Exceeding 10,000 sq ft - CUP Not exceeding 5,000 sq ft - Permitted Exceeding 5,000 sq ft - CUP Health Clubs CUP (Traffic study may be required) i Sports Training Centers The draft ordinance limits the size of Trade Schools, Health Clubs, and Sports Training Centers as permitted uses, requiring a CUP when in excess of the square footage shown in the table. It also requires proof of adequate parking and a traffic study for Health Clubs and Sports Training Centers within the I district in the following instances: • The use generates traffic beyond the existing traffic level and resulting in more than one hundred (100) trips in any peak hour. • The City Engineer determines that the site location, access, or traffic generation may result in traffic conflicts, safety issues, or a reduction of the street service level classification. The CUP must address all issues identified in the traffic study and the property owner shall be assessed for costs associated with improvements deemed necessary to mitigate traffic issues generated by the proposed use. II. Recommendation The Committee was in favor of adopting a text amendment that would better define and regulate trade schools and specialty schools. Staff recommends approval of the proposed ordinance. Attachments • Draft ordinance • City Planner memorandum (October 16, 2013) Planning Case Report 15-16 Page 2 7/7/15 ORDINANCE NO. 15-15 AN ORDINANCE AMENDING CHAPTER 4 (ZONING) OF THE NEW HOPE CITY CODE RELATED TO CHANGES TO SECTION 4-2, DEFINITIONS; SECTION 4-16, CB, COMMUNITY BUSINESS DISTRICT PERMITTED AND CONDITIONAL USES; SECTION 4-17, CC, CITY CENTER DISTRICT PERMITTED AND CONDITIONAL USES; AND SECTION 4-20, I, INDUSTRIAL DISTRICT PERMITTED AND CONDITIONAL USES THE CITY COUNCIL OF THE CITY OF NEW HOPE ORDAINS: Section 1. Section 4-2(b), Definitions, of the New Hope City Code is hereby amended to add the following definitions: Health Club. A business that offers a ui ment facilities or trained personnel for exercising and improving physical fitness of its clientele. Sports Training Center. A business with equipment, facilities or trained personnel that offers specialized training, education and fitness for a specific sport or athletic activity. Trade School. A school or teaching unit that provides training, a rentice education or continuing education in manual technical and mechanical skills to post secondary education students. Section 2. Section 4-16(b), CB, Community Business District Permitted Uses, of the New Hope City Code is hereby amended to repeal the strikeouts and add the following underlined text: 4-16(b) Permitted Uses. (11) Training md spee ally s„,-, els Trade schools not exceeding 10,000 square feet in area. (12) Health Clubs not exceeding 10,000 square feet in area. (13) Sorts Training Centers not exceeding 10,000 square feet in area. Section 3. Section 4-16(e), CB, Community Business District Conditional Uses, of the New Hope City Code is hereby amended to add the following underlined text: (11) Trade schools exceeding 10,000 square feet in are rovided that: a. Access. The site of the proposed use has direct access to a minor arterial street as defined in section 13-2 of this Code without utilizing public streets of a lower traffic - handling classification to reach the minor arterial street. b. Compatibility. The primary recreational facilities are enclosed such that the architectural appearance and functional plan of the building and site shall not be so dissimilar to the existing buildings or areas as to cause impairment to property values or constitute a blighting influence. C. Access. Vehicular access points shall be limited and designed and constructed to create a minimum of conflict with through traffic movement. (12) Health Clubs exceeding 10,000 square feet in areaprovided that: a. Access. The site of the proposed use has direct access to a minor arterial street as defined in section 13-2 of this Code without utilizing public streets of a lower traffic - handling classification to reach the minor arterial street. b. Com atibilit . The primga recreational facilities are enclosed such that the architectural a earance and functional plan of the building and site shall not be so dissimilar to the existing buildings or areas as to cause im airment to property values or, constitute a blighting influence. C. Access. Vehicular access points shall be limited and designed and constructed to create a minimum of conflict with through traffic movement. 13 Sorts Training Centers exceeding 10,000 square feet in area rovided that: a. Access. The site of the proposed use has direct access to a minor arterial street as defined in section 13-2 of this Code, without utilizing_ public streets of a lower traffic - handling. classification to reach the minor arterial street. b. Com atibilit . The primM recreational facilities are enclosed such that the architectural appearance and functional plan of the building and site shall not be so dissimilar to the existing buildings or areas as to cause impairment to property values or constitute a blightigg blightinginfluence. C. Access. Vehicular access oints shall be limited and designed and constructed to create a minimum of conflict with through traffic movement. Section 4. Section 4-17(d), CC, City Center permitted, conditional, temporary, and administrative uses, of the New Hope City Code is hereby amended to repeal the strikeouts and add the following underlined text: TABLE 4-17(d)-1 Cond- Use Permitted Temporary Admin Permit itional 3 Residential Uses k :Multi -family housing (10-50 units per acre, net) I C 7- Live -work building C Mixed-use, residential and commercial P PUD, residential j C Residential care facility (7-16 persons) I { C I Licensed day care facility I I C I I I Senior/disabled housing I I C I I I Civic and Public Uses I Community centers P - Government buildings P Essential services P i Farmers' markets, festivals C �— T A Park and ride facility, structured P — Public parks and playgrounds P i j Recreation facilities, public P Commercial Uses I Appliance and furniture sales X10,000 SF P—�� Clinic P ' Conference center P Daycare and adult daycare C �— r Financial services and other fine finance P I� Grocery, supermarkets P i Health clubs under 5,000 SF P Health clubs, over 5,000 SF� C 1 Hospitality business P -- Hotel j P Internet publishing, broadcasting ! 1 Office business P-- T Personal service businesses P Printing, publishing, engraving, SF r -- P PUD, Commercial C Recreational business, under 10,000 SF P Recreational business, over 10,000 SF C Restaurant, bakery, coffee shop P Retail business P Service business P Sports training centers, under 5,000 SF P Sports training centers, under 5,000 SF C Structured parking facility P Studios - dance, health, art P Theatre P Trade schools, under 5,000 SF T-faining and Trade schools over 5,000 SF C Veterinary clinic C Accessory Uses Auto parking P ---� Drive-thru service lane I A Entertainment, live, as accessory to restaurant C Home occupations, permitted_ �P— I A Newsstand 7 Off-street loading P— P _ Open/outdoor sales, seasonal products ! T A Outdoor dining, patio T µ— �I A A Outdoor dining, rooftop Radio and television receiving antennas P Section 5. Section 4-17(d)(2), CC, City Center Conditional Uses, of the New Hope City Code is hereby amended to add the following underlined text: (1) PUD, Commercial. Commercial planned unit development as regulated by section 4-34 of this Code. 1. Health clubs. Health clubs exceeding 5,000 square feet in areaprovided that: 2. Location. The site abuts a minor arterial street as defined in the cit comprehensive plan. 3. Com atibilit . The primary recreational facilities are enclosed such that the architectural appearance and functional plan of the building and site shall be similar to the existing buildings or areas and shall meet the architectural gWdelines of the New Hope Design Guidelines. (m) PUD, Commercial. Commercial planned unit development as regulated by section 4-34 of this Code. 4 1. Sorts training centers. Sports training centers exceeding 5,000 square feet in area, provided that: 2. Location. The site abuts a minor arterial street as defined in the cit comprehensive lan. 3. Compatibility. The prim@a recreational facilities are enclosed such that the architectural a earance and functional plan of the building and site shall be similar to the existing buildings or areas and shall meet the architectural guidelines of the New Hope Design Guidelines. (n) PUD, Commercial. Commercial planned unit development as regulated by section 4-34 of this Code. 1. Trade schools. Trade schools exceeding 5,000 square feet in area provided that: 2. Location. The site abuts a minor arterial street as defined in the cijy comprehensive plan. 3. Com atibilft . The primpa recreational facilities are enclosed such that the architectural a earance and functional plan of the building and site shall be similar to the existing buildings or areas and shall meet the architectural ggidelines of the New Hope Design Guidelines. Section 6. Section 4-20(b), I, Industrial District Permitted Uses, is hereby amended to repeal the strikeouts and add the following underlined text: (3)Trade schools. Section 7. Section 4-20(e), I, Industrial District Conditional Uses, of the New Hope City Code is hereby amended add the following underlined text: (17) Health Clubs,rroov_ided that: a. The facility has adequate parking for the use per section 4-3(c) of this Code. b. A traffic study shall be required under the following conditions: 1 The use generates traffic beyond the existing traffic level and resulting in more than one hundred 100 trips in gay peak hour. 2 The Cijy Engineer determines that the site location access or traffic generation mqy result in traffic conflicts safety issues or a reduction of the street service level classification. 3 The conditional use permit must address all issues identified in the traffic study and the property owner shall be assessed for costs associated with improvements deemed necessary to mitigate traffic issues generated by the proposed use. (18)Sports Training Centers, provided that: a. The facility has adequate parking for the use per section 4-3(e) of this Code. b. A traffic study shall be required under the following conditions: 1 The use generates traffic beyond the existing traffic level and resulting in more than one hundred (100) idps in any peak hour. 2 The City Engineer determines that the site location access or traffic eneration may result in traffic conflicts safety issues or a reduction of the street service level classification. (3) The conditional use pennit must address all issues identified in the traffic study and the property owner shall be assessed for costs associated with im rovements deemed necessM to mitigate traffic issues generated by the proposed use. Section 8. publication. APPROVED this ATTEST: Effective Date. This ordinance shall be effective upon passage and day of 2015. Kathi Hemken, Mayor Valerie Leone, City Clerk PAAttomey15As11 Client Filesl2 City of New Hope199-81515 Trade Schools, Health Clubs and Training Centerslordinance 15-15.doe M ` NORTHWEST ASSOCIATED CONSULTANTS, I NC. 4800 Olson Memorial Highway, Suite 262, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 plan ners@nacplanning.com MEMORANDUM TO: Curtis Jacobsen FROM: Alan Brixius/Emily Shively DATE: October 16, 2013 RE: New Hope — Zoning Amendments FILE NO: 131.00 —13.07 BACKGROUND In the past several years, the City of New Hope has had a number of requests from churches and charter schools to locate within New Hope's commercial, business and industrial zoning districts. The introduction of charter schools with young children into a commercial or industrial zoning district raises the following concerns: 1. The City's commercial and industrial districts have intense land uses with high traffic volumes, truck traffic, noise, and emissions. Commercial and industrial operations are typically segregated from less intense uses such as schools, churches, and residential neighborhoods. The introduction of a school within a CB or I Zoning District raises concerns for both the school use and potential encumbrance on adjoining commercial and industrial operations if nuisance concerns arise. 2. The commercial and industrial sites are not typically designed for typical school uses. They generally lack areas for outdoor play, and cafeteria and kitchen areas that are typical of school operations. 3. The City is also concerned about the potential loss of taxable commercial or industrial properties if these buildings are converted to school uses. These land use concerns have also been discussed in the past related to churches interested in occupying the City's industrial buildings. This issue is also affected by the Federal Religious Land Use and Institutional Persons Act (RLUIPA) of 2000. This act does not allow a government agency to adopt or enforce regulations that would treat religious assembly use any differently than non -religious assembly uses within the same zoning districts. An ordinance amendment has been drafted to offer some options for addressing the aforementioned concerns. The following is a summary of the draft ordinance provisions: ORDINANCE SUMMARY Section 1 — Definitions. This section of the amendment proposes to add the following new definitions: Health Clubs. Health club is currently included in the definition of commercial recreation, which also includes other recreational uses such as pool halls, bowling alleys, and dance halls. We are proposing to eliminate the broader range of commercial recreational uses from the 1, Industrial District while still allowing a health club. Sports Training Centers, New Hope has allowed gymnastic schools within the I, Industrial District. These schools need the high ceilings and large floor spaces to operate the training facility. The sports training center definition replaces the term "specialty school" which is currently undefined in the New Hope Zoning Ordinance. • Trade Schools. The City intends to allow vocational training within its commercial and industrial zoning districts. Currently, a beauty school is a tenant of the Winnetka Center. The vocational training schools are intended for post secondary education and have different land use needs than elementary education. To avoid introducing school age children into commercial and industrial environments, we are suggesting the definition of trade school. This will then replace the term "training and specialty schools" which are not defined in the City's Zoning Ordinance. Section 2 — Community Business District. Within the CB, Community Business District, we are proposing to repeal "training and specialty schools" and add "trade school" as a permitted use. This should eliminate the schools that serve school age children within the CB District. The trade school definition is more in keeping with the purpose statement of the CB District and the Comprehensive Plan commercial goals. The CB District will continue to allow commercial recreation, theaters, and other assembly uses. As such, we will continue to have some exposure to church requests within the CB District. Sections 3 and 4 — Industrial District. The changes within the I, Industrial District include: Replace trade school/training school/specialty school with just "trade school" in the permitted uses. This should avoid issues of introducing school age children into an industrial area. 2 • Within the I District conditional uses, we are suggesting repealing restaurants and motel/hotels as conditional uses. In the past, the City believed that the Highway 169 corridor would be a prime location for these hospitality uses. If this type of redevelopment opportunity would present itself in the future, the City could consider a change in zoning for the sites involved. • Repeal commercial recreation as a conditional use. This term includes a broad range of recreational uses that may not be appropriate within the City's I Districts. Include health club and sports training centers as conditional uses in the I District. This more limited range of uses will reduce the City's exposure to a RLUIPA ruling. We have included conditions that reflect the parking and traffic concerns for these types of uses. The City may wish to expand the conditions through the review process. Preliminary Review of the Draft Ordinance The Codes and Standards subcommittee reviewed the draft ordinance at their October 8, 2013 meeting and recommended the following changes: Definitions. In the definitions for Health Club and Sports Training Center "and" was changed to "or". The Trade School definition was changed as follows: Trade School. A school or teaching unit epwaRlzad_ L, ,,provide .training, apprentice education, or continuing education in manual technical and mechanical skills to past secondary education students. Conditional Use Criteria. In Section 4 amending conditional uses in the Institutional District, a clause was added under the Health Clubs/Sports Training Centers related to the requirement of a traffic study under certain conditions. The clause reads as follows: The conditional use permit must address all issues identified in the traffic stud and the property owner shall be assessed for costs associated with improvements deemed necessa to mitigate traffic issues generated by the proposed use. CONCLUSION The options presented in the draft ordinance may be further revised through review by City staff, the Planning Commission and the City Council. M PLANNING CASE REPORT City of New Hope Meeting Date: July 7, 2015 Report Date: July 2, 2015 Planning Case: 15-16 Petitioner: City of New Hope Planning Request: Trade Schools & Specialty Schools 1. Request The Codes and Standards Committee (Committee) discussed amending the city's zoning code to better define and regulate trade schools and specialty schools and where they can locate within the city at its June 10, 2015 meeting. City staff receives frequent inquiries about the possibility of locating schools with young children within the city's Community Business (CB), Industrial (I), and City Center (CC) districts and would like the City Code to more clearly define trade schools and specialty schools. The introduction of schools with young children into a commercial or industrial zoning district would raise a number of concerns, including the following: 1. High traffic volumes, truck traffic, noise, and emissions. Commercial and industrial operations are typically segregated from less intense uses such as schools, churches, and residential neighborhoods. The introduction of a school within the CB or I zoning districts would raise concerns for both the school use and potential encumbrance on adjoining commercial and industrial operations if nuisance concerns arise. 2. Commercial and industrial sites are not typically designed for typical school uses. They generally lack outdoor play areas as well as cafeterias and kitchens that are typical of school operations. 3. Potential loss of taxable commercial or industrial properties if buildings were to be converted to school uses. In an effort to clarify types of businesses, as defined by the city's zoning code, the proposed ordinance defines the following: Health Club. A business that offers equipment, facilities, or trained personnel for exercising and improving physical fitness of its clientele. Sports Training Center. A business with equipment, facilities, or trained personnel that offers specialized training, education, and fitness for a specific sport or athletic activity. Trade School. A school or teaching unit that provides training, apprentice education, or continuing education in manual, technical, and mechanical skills to post secondary education students. The proposed ordinance eliminates any potential confusion in regards to the allowance of schools that serve school-age children within the CB, I, and CC districts by removing the "Training and Specialty Planning Case Report 15-16 Page 1 7/7/15 Schools" definition. It also shows what size business is required to obtain a Conditional Use Permit (CUP) in the CB and CC districts. The following table lists proposed changes outlined by the ordinance: Training & Specialty Schools Trade Schools Health Clubs Sports Training Centers Industrial (I) Permitted Permitted - Proof of adequate parking & traffic study requirec Community Business (CB) City Center (CC) Repealed N/A Not exceeding 10,000 sq ft - Permitted Exceeding 10,000 sq ft - CUP iNot exceeding 5,000 sq ft - Permitted Exceeding 5,000 sq ft - CLT II. Recommendation The Committee was in favor of adopting a text amendment that would better define and regulate trade schools and specialty schools. Staff recommends approval of the proposed ordinance. Attachments • Draft ordinance (Stag-) • City Planner memorandum (October 16, 2013) Planning Case Report 15-16 Page 2 7/7/15 CITY OF NEW HOPE 4401 XYLON AVENUE NORTH NEW HOPE, HENNEPIN COUNTY, MINNESOTA 55428 PLANNING COMMISSION MINUTES Jane 2, 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: Tom Schmidt, Steve Svendsen, Christopher McKenzie, Wade English, Greg Gehring, Roger Landy, Bill Smith, Scott Clark, Jim Brinkman Absent: None Also Present: Jeff Sargent, Director of Community Development; Aaron Chirpich, Community Development Specialist; Stacy Woods, Assistant City Attorney; Alan Brixius, Planning Consultant; Jeff Alger, Community Development Assistant; Emily Becker, Recording Secretary PUBLIC HEARING Planning Case 15-09 Chair Svendsen introduced Item 4.1, request for a variance and site plan Item 4.1 review to allow construction of a sandwich shop, 7820 42"d Ave N, Patrick Sarver, petitioner. Mr. Aaron Chirpich, Community Development Specialist, stated that Java Capital Partners wishes to redevelop the site located at 7820 42nd Avenue by removing all existing site improvements and constructing a 2200 square foot sandwich shop with a drive-through and outdoor dining area. The name of the shop was not disclosed due to the request of their client. 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. He elaborated that the City has Iong 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. The proposed building, Mr. Chirpich explained, fails to meet the CC District front yard build -to setback requirement of 10-25 feet. The applicant is requesting a variance to allow a 48.7 foot setback from the south lot line. Approval of this request would require a 23.7 foot variance. Mr. Chirpich clarified that the site plan met zoning code criteria in the following ways: it is consistent with specific goals of the Comprehensive Plan that direct the City to pursue the redevelopment of marginal commercial sites along 42nd Avenue; it is generally consistent with the purposes of the Code; the preservation of the existing site conditions is not desirable as the site is nearly completely covered by hard surfaces with little landscaping, and the proposed project will improve the site in total by reducing impervious coverage on the property by 14.1°/x; the proposal for site and building improvements is adequate and will be of a harmonious nature; the proposed site plan creates a good internal sense of order, delivers a desirable environment for occupants, visitors and the general community; 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; the proposed building materials, textures and construction details are found to be appropriate and compatible with neighboring structures; there is adequate vehicular, pedestrian, and cycling circulation shown on the proposed site plan; the proposed new construction of the building will comply with all current building code standards that relate to energy efficiency; proposed grading and drainage plan will maintain existing drainage patterns and meet the requirements for surface water management, and the proposed project will not interfere with the views or limit access to light and air of the adjacent properties. Mr. Chirpich went on that staff has found that a variance is warranted in this case as the site poses the following practical difficulties in complying with the city's zoning code: physical conditions of the subject lot such as shape, narrowness, and size limit its redevelopment potential; the limiting size and physical configuration of the lot existed before the applicant's interest in the property; the adjoining commercial sites to the property have setbacks greater than the applicant's proposed 48.7 feet so will not alter the essential character of the locality; the increased setback will not impair light or air to adjoining properties, contribute to increased traffic congestion or increase the danger of fire or endanger public safety; the requested variance is design -driven and not prompted by economics. Chirpich then described the proposed site plan. He explained that the proposed curbing and pavement would be replaced and meets the minimum specifications set forth by Public Works. A pedestrian access will be provided via a sidewalk connection between the sidewalk along 42nd Avenue and the building entrance. The proposed site plan provides 13 parking stalls, two of which have restricted hours for parking availability and two for disable motorists, meeting City Center District standards. The amount and type of bicycle parking proposed is also compliant with City requirements. Chirpich elaborated that in response to staff concerns regarding employee parking, the applicant is working to arrange an employee parking agreement with a neighboring property. There will be no delivery service. In response to staff concerns regarding ample customer parking, the applicant responded that 65% of the business will be operated through the drive-through service lane, which meets all requirements of the CC District as planned. Additionally, the original site plan's outdoor dining area was decreased to five tables and ten seats in order to help reduce parking demand. Delivery and loading traffic will be handled in the morning before the store opens and the drive-through will facilitate truck movement. Mr. Chirpich then presented other design attributes of the site plan. The landscaping plan, Chirpich said, is generally well conceived; the proposed project will increase green space on the site by 14.1%. The increase in this impervious surface, along with the best management practice of the Planning Commission Meeting 2 June 2, 2015 installation of the three feet wide sump catch basin, provides the storm water treatment required. The lighting plan meets City Code requirements. Although the applicant has not yet provided information on the signs so as to not disclose the business name, the comprehensive sign plan should include all site signage including: wall signs and location; freestanding signs size, location, height and design; on-site traffic directional signs; drive-through service Iane menu boards. The City Fire Marshal has required that the plan include address numbers on the street side of the building at least six inches tall. The building materials used will include a combination of stucco, brick, and glass as well as metal canopies and metal rail features. The proposed building uses a commercial architectural style and will be one story tall with a roof that will include variations in height. Mr. Chirpich stated that the Design and Review Committee met with the applicant on May 14 and was in favor of the proposed development and request for variance. Property owners within 350 feet of the parcel were notified by mail and a legal notice was published in the SunPost newspaper. Mr. Chirpich concluded that staff recommends the Planning Commission recommend approval of the site plan and outlined conditions of the approval. Commissioner Clark inquired if there was discussion of the elimination of one of the two access points to the business as this is a high traffic area and he believes two access points may be problematic. Mr. Chirpich replied that both access points are critical to the function of the site and that they were narrowed as a revision of the originally submitted pian. Mr. Alan Brixius, Planning Consultant, added that the west curb cut will be egress and right turn only. Commissioner Brinkman was concerned if the vast amount of items that needed to be addressed with the site plan would in fact be able to be accomplished. Mr. Brixius asserted that there are still a number of items that still need approval and indicated that had this been an existing business in the area, the site plan would have been reviewed administratively and not by the Planning Commission. Chair Svendsen wanted clarification on whether or not there would be a pedestrian door in the rear of the building and if there would be lighting above this door. David Knaeble, Civil Engineer of Civil Site Group, came forward and clarified that the architect would have to include this feature in the final design of the building. Commissioner McKenzie wanted clarification on where employees who utilized the shared parking would cross from the neighboring business to the sandwich shop. Mark Krogh, Principle of Java Properties, replied that they are still unsure as to which business they would have the shared parking agreement with, so was unsure as to where employees would cross. Mr. Aaron Chirpich stated that the shared parking situation has not been factored in to this assessment and would need to be dealt with independently. Planning Commission Meeting I June 2, 2015 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 to close the public hearing. All voted in favor. Motion carried. :Motion :Motion by Commissioner Landy, seconded by Commissioner Brinkman, to Item 4.1 approve Planning Case 15-09, request for a variance and site plan review to allow construction of a sandwich shop, 7820 42nd Ave N, Patrick Sarver, petitioner, with the following conditions: 1. 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. 10. Additional lighting above the rear door near the trash enclosure will be included. 11. The rooftop equipment will be painted to match the building. Voting in favor: Schmidt, Svendsen, Mckenzie, English, Gehring, Landy, Smith, Brinkman Voting against: Clark Absent: None Motion approved 8-1 Mr. Jeff Sargent, Community Development Director, requested rationale for the dissenting vote so that the City Council could be informed. Planning Commission Meeting 4 June 2, 2015 Commissioner Clark replied that he believed a new site should not ever be allowed dual access, or that there should at least be a detailed explanation as to why a single point access is not plausible. Chair Svendsen stated that the City Council would consider this planning case at its June 22nd meeting. Planning Case 15-10 Chair Svendsen introduced Item 4.2, request for a site plan review to allow Item 4.2 construction of North Memorial Health Clinic at 8100 42nd Ave N, Patrick Giordana, petitioner. Mr. Jeff Alger, Community Development Assistant, gave background information on the potential development. The proposed site plan would be located in the New Hope City Center, an area that has been the focus of city staff, consultants, and community stakeholders to redevelop since 2010. During this process, the lot where Kmart formerly existed was bought and sold by the City to Hy -Vee for the construction of a grocery store on the condition that the project include construction of an office or retail space at property located at Lot 3, Block 1, 8100 42nd Avenue North begin by October of 2017 and be completed by the end of October 2018. The proposed site plan would satisfy this requirement, including a 14,740 square foot North Memorial primary care medical clinic which would continue to be owned by Hy -Vee. Mr. Alger went on to describe the site plan, touching first on accessibility. The vehicle access points will be located at the southwest corner of the parcel along 42nd Avenue North and at the corner of the parcel adjacent to the New Hope City Center Mall/Applebee's. There are three proposed entrances to the parking lot and no anticipated issues from an emergency access or turning radius standpoint. The parking lot will be paved with curbs and striped accordingly. The location, design, and paving materials used for sidewalks and crosswalks are consistent with the PUD Master Plan. The proposed parking arrangement meets the City Center district standard with 67 stalls, four disability parking stalls and four bicycle parking spaces. The proposed loading area will be utilized during the clinic's after -hour timeframe. Alger then presented the design elements of the site plan. The proposed site plan includes 25.1% green space coverage, which meets the City Center District standards. The landscaping plan includes a variety of trees, shrubs, perennials, and fencing consistent with the Hy -Vee grocery store parking lot. The parking lot light fixtures will also match the styling of the nearby Hy - Vee. The signage will include two wall signs and a proposed monument sign. The address numbers are to be visible to 42nd Avenue North as requested by the Deputy Fire Marshall The storm water would be treated by an underground storm water retention facility and is required to be cleaned annually. The nearby Hy -Vee grocery store parking area will be utilized for snow storage. The majority of the proposed building design meets the city's Design Guidelines, but the west fagade does not, exceeding the 10% maximum of accent materials allowed. Requiring compliance with the architectural standards is a policy decision for the Planning Commission and City Council. Planning Commission Meeting 5 June 2 2015 AIger explained the site plan met zoning code criteria in the following ways: the proposal is consistent with specific goals of the Comprehensive Plan to redevelop this land; it is generally consistent with the purposes of the City Code; the proposed plans introduce a vast array of green space not currently on the site; the proposal for site and building is believed to be adequate and of a harmonious nature; it creates an internal sense of order as it incorporates design elements from PUD Master Plan; the landscaping is approved with the PUD Master Plan; the majority of proposed building materials and colors are consistent with the intent of the New Hope Design Guidelines; the vehicle access points, three proposed entrances to the main parking lot as well as parking lot design are sufficient; the proposed building will use modern building materials and technologies to maximize energy conservation; the storm water will be treated with an underground tank, and the impact to sound and sight buffers will be minimal as will alterations to views, light and air. Mr. Alger stated that the Design and Review Committee met with the applicant on May 14, 2014 and 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. 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 or opposition regarding the development. Alger concluded that staff recommends that the Planning Commission recommend approval. of the site plan review and outlined conditions of approval. Commissioner McKenzie inquired if the first condition of approval from the staff recommendation as stated by Alger was administratively valid. Ms. Stacy Woods, Assistant City Attorney, clarified that the site plan could be approved with the outlined condition. Mr. Jeff Sargent added that the Planned Unit Development (PUD) District allows for flexibility in design requirements. Chair Svendsen motioned for the applicant to come forward to address the Cornnussion, Mr, Patrick Giordana of 877 Kingsway Road in Hudson, Wisconsin stepped to the podium. Chair Svendsen questioned the reason for the amount of metal on the building. Mr. Giordana clarified that this design element is believed to make the building distinctive from the future neighboring grocery store. Chair Svendsen invited interested parties from the audience to come forward to address the applicant or staff. No one carne forward to address the applicant or staff. Svendsen opened the case up to further discussion. Being that there was no further discussion, he opened for a motion. Motion by Commissioner Landy seconded by Commissioner Brinkman to Planning Commission Meeting 6 June 2, 2015 close the public hearing. All voted in favor. Motion carried. Motion Motion by Commissioner Landy, seconded by Commissioner Schmidt, to Item 4.2 approve Planning Case 15-10, request for a site plan review to allow construction of North Memorial Health Clinic at 8100 42nd Ave N, Patrick Giordana, petitioner, with the following conditions: 1. Determination of acceptability of building materials on west fagade by Planning Commission, which may involve reduction of percentage of metal or approval of design as proposed by applicant. 2. Applicant must identify any rooftop equipment and meet all screening requirements. 3. Parking lot Iight 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. 8. 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 landscaping 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. Voting in favor: Schmidt, Svendsen, Mckenzie, English, Gehring, Landy, Smith, Clark, Brinkman Voting against: None Absent: None Motion approved 9-0 Chair Svendsen stated that the City Council would consider this planning Planning Commission Meeting 7 June 2, 2015 case at its June 22nd meeting and welcomed the applicant to New Hope. COMMITTEE REPORTS Design and Review Chair Svendsen stated the Design and Review Committee was held on May Committee 14, 2015 and that the next potential meeting was scheduled for June 18, 2015. Item 5.1 It was stated there was potential for two cases to be reviewed at this meeting. Codes and Standards Chair Svendsen stated that the next Codes and Standards Committee was Committee scheduled for Wednesday, June 10, 2015. 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 May 5, 2015. All voted in favor. Motion carried. ANNOUNCEMENTS Chair Svendsen announced that he and Commissioner Landy are serving on the Space Needs Committee that will be reviewing the need for a change to City Hall, The committee will determine if City Hall should be remodeled, relocated, rebuilt, or if no change is needed. Chair Svendsen requested that members of the Commission reply to meeting invitation or reminders conveying whether or not they will be in attendance. ADJOURNMENT The Planning Commission meeting was unanimously adjourned at 8:20 p.m. Respectfully submitted, r.., a�'- �. •,Lap. -n , Emily Becker, Recording Secretary Planning Commission Meeting ° June 2, 2015