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080614 Planning
I mots, T-11 Mr,77:7,; 7& M City Hall, 4401 Xylon Avenue North Wednesday, August 6, 2014 7:00 p.m. 4.1 PC 14-09, Request Preliminary and Final Plat, rezoning of certain property from CC, City Center District to PUD, Planned Unit Development, and a Site Plan Review, to allow the construction of a retail grocery store, convenience store/gai� station, and future retail/office building, known as Hy -Vee, Inc., 4300 Xylon Avenue North, Anderson Companies, Inc., petitioner 4.2 PC 14-07, Request for a Preliminary and Final Plat, Conditional Use Permit for a Planned Unit Development and a Site Plan Review to allow the. construction of a 4,600 square foot multi -tenant retail building with a drive-through and outdoor patio, known as Winnetka Commons, 3540 Winnetka Avenue North, Aric Lasky, petitioner 5.1 Design and Review Committee - next meeting August 15, 730 a.m. (if needeA) 6. NEW BUSINESS 6.1 Planning Commission dialogue with the City Council, September 15,2014 work session meeting 7.1 Approve April 10, 2014, Planning Commission Minutes 7.2 Approve June 3, 2014, Planning Commission Minutes The Planning Commission is an advisory body, created to advise the City Council on land use. The Planning Commission will recommend Council approval or denial of a land use proposal based upon the Planning Commission�s determination of whether the proposed use is permitted under the Zoning CAVPDMf *M*Xriyz rourrounding neighborhood. The.Planning Commission fiolc[S intorMal puoliuneari-igs 771 =17 -- first-hand, what such proposals are, and to permit you to ask questions and offer comments. Your questions and comments become part of the record and will be used by the Council, along with the Planning Commission's recommendation, in reaching its decision. e niniq on 4--Wrv�a Plan Commissi will utilize the following procedure: 1. The Planning Commission Chair will introduce the proposal. 2. City staff will outline the proposal and staff's recommendations and answer any questions from the Planning Commission. 3. The petitioner is invited to describe the proposal, make comments on the staff report, and answer questions from the Planning Commission. 4. The chair will open the public hearing, asking first for those who wish to speak to so indicate by raising their hands. The chair may set a time limit for individual questions/comments if a large number of persons have indicated a desire to speak. Spokespersons for groups will have a longer period of time for questions/comments. 5. When recognized by the chair, the person wishing to speak is asked to come forward and to give their full name and address clearly. Remember, your questions/comments are fort record. 6. Direct your questions/comments to the chair. The chair will determine who will answer your questions. 7. No one will be given the opportunity to speak a second time until everyone has had the opportunity to speak initially. Please limit your second presentation to new information, not rebuttal. 8. At the close of the public hearing, the Planning Commission will discuss the proposal and take appropriate action. A. If the Planning Commission recommends that the City Council approve or deny a request, the planning casse will be placed on the Cit -y Council agenda for the next regular meeting. Usually this meeting is within one to two weeks of the Planning Commission mee . B. If the Planning Commission tables the request, the petitioner will be asked to return for the next Commission meeting. 0t 1, * 10A 1 LIUME3=9 Meeting Date: August 6, 20Ef Report Date: July 25, 2014 Planning Case: PC 14-09 Petitioner. Kent Carlson / Anderson Companies Address: 4300 Xylon Avenue North Project Name: Hy -Vee Grocery Store Project Description: Construction of a new 90,000 square foot grocery store, convenience store and gas station Planning Request: Preliminary Plat, Rezoning of propew 1. Type of Planning Request A. Preliminary and Final Plat I B. Rezoning C. Site Plan Review Sec '(s) Chapter 13 - Subdivision and Platting 4-32 Administration - Amendments 4-35 Administration - Site Plan Review Zoning: Current: CC, City Center Proposed: PUD, Planned Unit Development Location: Northeast comer of Xylon Avenue and 42nd Avenue (Rockford Rd) Adjacent Land Uses: Senior/Disable Residential to the north, City Center to the east, R-1 Single - Family to the south, Open Space/Public to the west. Site Area: 13.41 acres Building Area: Vacant land Planning District: Planning District 11. A stated of of the City is to enhance and revitalize the City Center as a commercial location. The City Center and 42nd Avenue serve as downtown New Hope. In recognition of the City's commercial goals, one strategy for commercial In uses in District 11 is to aggressively Planning Case Report 14-09 Page 1 8/6/14 R• vation and redevelopment of the Winnetka Center and the Kmart Shopping Center. This includes undertaking efforts to enhance the physical appearance and tenant composition of the centers to improve the customer base in the area. A mixed land use that allows for a combination of commercial and medium to high density residential land uses may be considered in the redevelopment of the aforementioned sites. W. Background/H-istory The former Kmart Shopping Center and the surrounding area has been the main redevelopment focus for the City of New Hope for many years. The City began its focus on the redevelopment of this area early in 2010, when it initiated a visioning process for the City Center area. The vision statement for City Center expresses New Hope's goals for redevelopment of the area and how the area should look and function for residents, businesses and visitors. This statement is a key communication tool that the city uses to inform developers, businesses, and residents about its goals for the redevelopment of the area. After many months of input and discussion, the New Hope City Center Vision was adopted on June 13, 2011. ��ty.Jw7z vurchase -,Lwtf�, -inter Vision e Ci%A seized the opportunitr the abandoned Kmart Shopping Center building, and did so in July 2012. During this time, staff worked on the creation of a new zoning district that would encompass the J\Tew Hope City Center Vision, and tablish minimum code standards that would lead to the t�jtes of developments supported by the vision. In November 2012, the City Council approved the creation of the City Center Zoning District, and rezoned a number of properties along 42nd Avenue to be included in the district. The next step was for the City to begin the bidding process for the demolition of the building. The W4k0M?Z,-I and finished later that year. Because the City was aware that redevelopment of the site was primed to occur, staff conducted several interviews with potential land developers for the site. In December 2013, three developers proposed concept plans to the City Council. After some deliberation and discussion, the Council decided to enter into a Preliminary Development Agreement with Anderson Companies, who proposed the construction of a new Hy -Vee grocery store on the site. The Preliminary Development Agreement was approved in March 2014. At the June 23, 2014 Economic Development Authority (EDA) meeting, the EDA approved the term sheet and authorized the preparation of a Purchase and Development Agreement, formally accepting Anderson Companies as the developer for the site. Staff has had the opportunity to conduct an open house and offered two surveys related to this proposed development. In both cases, roughly 75% of the survey ttli - it on une 23 9014, the Ci�N Council ayroved Resolution 2014- 97, supporting the convenience store and gas station use in conjunction with the development of the Hy - Vee grocery store. The City is currently working with Stantec on designing new streetscape improvements along Xylon Avenue. The city has not updated any public utilities or streetscape elernents along Xylon Avenue or 45th Avenue in anticipation of the redevelopment of the Kmart Shopping Center. Now that the proposal for Planning Case Report 14-09 Page 2 8/6/14 Hy -Vee is on the table, the city will start to upgrade the public utilities along Xylon Avenue and will work on creating a new streetscape design that is consistent with the types of elements found throughout the New Hope City Center Vision. Staff will continue to work with Hy -Vee as much as possible to incorporate some of the same streetscape elements throughout their development, incorporating similar pedestrian - scale lighting, landscaping, etc. At this time, the applicant is requesting a preliminary and final plat, a rezoning of the property from CC, City Center District to PUD, Planned Use Development and a Site Plan Review. 0 The subject property currently consists of three lots. The first is 4200 Xylon Avenue, which was the location of the former Wells Fargo drive-through building. The second is 4300 Xylon Avenue, which was the location of the former Kmart Shopping Center building, and the third lot is a small If owned by the EDA and was once used for overflow parking for Applebee's Restaurant. Hy -Vee proposes to create four new lots. Lot 1 is where the 90,000 square foot grocery store will be located. Lot 2 will be the site for a 4,500 square foot convenience store and gas station. Lot 3 will be platted for future development. The site plan indicates that this lot could accommodate a future 12,600 square foot retail/office/restaurant building. The fourth lot will be platted as an outlot and will be dedicated to the City as a City Plaza area. WEE= The property is currently zoned CC, City Center District, which was newly created to establish performance standards consistent with the adopted New Hope City Center Vision. Throughout the proposal process, H -Vee indicated that along with th r Staff negotiated with Hy -Vee to remove the car wash from the plans, but Hy -Vee indicated that the gas station was an integral component to their business model because of a "Fuel Savers Program" that they offer to their customers. Hy -Vee stated that without the gas station, they would likely not be able to locate in New Hope. After much consideration and discussion, the City Council agreed to show their support of the gas station use by approvina resolutio gn at the June 23, 2014 City Council meeting. A copy of Resolution 2014-97 approving the gas station use is attached. By rezoning the property to PUD, Planned Unit Development, the City can allow the convenience store/gas station use and sfill retain the specific design standards as outlined mi the CC, City Center District. It should be noted that Section 4-34 of the New Hope zoning code outlines the PUD process which includes concept stage, development stage, and final stage. The applicant submitted a conceptual redevelopment plan in response to the city's request for proposal. Through City Council review and negotiations, the Hy -Vee concept plan was selected to proceed to development stage. With this development application, the city is reviewing the development stage PUD, which includes all the Planning Case Report 14-09 Page 3 8/6/14 site planning, grading, utilities and preliminary plat. This stage is a review of all the various design details and recommendations that must be resolved for the final stage. The final stage will include the final development plans, the final plat, all association documents, easements and a development agreement that will be recorded with the final plat. The final stage does not include planning commission review, rather the plan submissions are checked by staff against approval conditions and code standards and are approved with 'a development agreement and PUD agreement by the City Council. C. Site Plan Review Although the property will be rezoned to PUD, the Site Plan review will utilize the CC, City Center District as the basis for regulating all site planning standards. It should be noted that the PUD District allows for flexibility within the code in relation to setbacks, densities, and design elements throughout the development. I. Zoning Analysis #TIM WE M no The CC, City Center District incorporates specific setback requirements needed to fulfill the New Hope City Center Vision criteria. They are: The vision of the City Center District was to have all the buildings placed close to the front property line in order to achieve a downtown appearance. In this case, the applicant is proposing three buildings on the site, two of which will be placed close to 42nd Avenue, along the front yard of the property. Given the nature of the traditional stand-alone grocery store layout, it is not conceivable that the 90,000 grocery store building would be placed between 10-25 feet from the front property line. For this. reason, staff recommends utilizing Planning Case Report 14-09 Page 4 8/6/14 2. 0 the PUD District flexibility in allowing the grocery store building to be placed in its proposed location. The grocery store building meets all other setback requirements. The building setbacks are - Side Yard Setback Uses adjacent to non- Approx. 117 feet residential or multi -family uses or districts Comer, local or arterial street 143 feet Rear Yard Setback Uses adjacent to non- Uses .-Approx. Approx. 60 feet residential residential or multi -family uses s or districts The placement of the convenience store is pushed close to the intersection of 42nd Avemn eInt and Xylon Avenue, but still does not meet the build -to requirements of the City Cent District. Because the convenience store will incorporate a drive-through facilit, u f consideration had to be made to accommodate the drive-through lane and turning radii vehicles using the drive-through. For this reason, the building was placed approximatel y I feet from the front property line along 42nd Avenue and approximately 63 feet from - comer side lot line along Xylon Avenue. .IGZ0=$B= W�J The applicant is proposing to re -plat the property into four lots to accommodate the proposed uses. The preliminary plat shows all the proper drainage and utility easements. The CC, City Center District utilizes a parking ratio range for different uses throughout the district. The parking ranges for the Hy -Vee uses are: LN Commercial Retail 0 WMI016-1 FMILINJ 9 Commercial Office @- 1 1. of Restaurant, on -sale -liquor 911"No MIMENW-1 ALM City staff recommends approval of the •gas •station •use through the PUD zoning process. minimum parking requirements for gas stations are: [ Motor Fuel Station i, plus I per 300 SF of retail The following chart outlines the proposed uses, sizes and the minimum required number parking stalls for the Hy -Vee development: i Planning Case Report 14-09 Page 5 8/6/14 0 square Feet 1QMM1 I ii Retail ocer (gy210 - 420 stalls _y F Restaurant with liquor 60 - 120 stalls Gas Station with Retail1 I - Retai /Office future) 32 stalls - 42 stalls •322 - 602 stalls The proposed Hy -Vee plans indicate a total of 565 proposed on-site parking stalls, which falls within the range of acceptable parking standards in the CC District. In order for the City to approve a reduction in the required parking, the applicant is required to submit a detailed snow removal plan. The proposed plans indicate the location of a future 12,500 SF expansion of the grocery storit along the west side of the building. Representatives from Hy -Vee stated that the future expansion could either occur during the initial construction phase, or not occur for several years, if at all. The need for the expansion is directly related to the success of the store. With that said, the proposed plans also indicate 46 additional parking stalls that could be added along the west side of the building to accommodate the proposed expansion. The CC District limits parking lots abutting public streets or sia , - - VV no feet. The site plan indicates that initially there will be 350 feet of parking along Xylon Avenue, with up to 570 feet once the future parking lot area is constructed. Along 42nd �_nienoee_qforp_ with up to 280 feet of parking once the future office/retail building is built. The applicant is seeking flexibility from this standard through the PUD process, and staff agrees that this is reasonable based upon the grocery store use. BICYCLE PARKING. The City Code states that new developments shall provide I bicycle parking space for each 40 vehicle parking spaces. The proposed development requires 14 bicycle spaces using this calculation. The applicant has proposed 16 bicycle parking spaces on the submitted plans. - IM M iffami: LWAMM The proposed plans indicate that the development will utilize three access points off of Xylon Avenue and one access point off of 42nd Avenue. Along Xylon Avenue, the northern most access point into the development will serve as the loading and deliveries driveway, and will access the backside of the grocery store building. The applicant has designed a turnaround area at the northeast corner of the property, sized appropriately to accommodate the taming radii needs for delivery vehicles. The curb cut width in this area is 40 feet, which staff recommends approval of through the PUD process. The second access point into the development will accommodate a drive aisle located directly in front of the grocery store. This drive aisle will serve as one of the main access corridors through the site. Future plans for the redevelopment of the City Center District Planning Case Report 14-09 Page 6 8/6/14 would extend this corridor further east and connect to Winnetka Avenue. It is anticipated that this connection would be made during the Phase B redevelopment of the area. Through the PUD flexibility, staff recommends approving the proposed 40 -foot curb cut width, which is deemed appropriate to accommodate the anticipated traffic. -TBe proposed plans show that there will be nine parking stalls adjacent to the building, in front of the restaurant entrance. Staff initially had some concerns that these parking stalls would pose a considerable traffic circulation hazard, with patrons backing out of the stalls into the main drive aisle an I .7- - in order to find a parking spot. Staff made these concerns known to the applicant and requested for the parking stalls to be removed from the plans. The applicant indicated that they would like to be able to offer curbside %ick-uto, of restaur-mars,*Zap that a portion of the parking spaces would be devoted to the loading♦ g o•... f roceries fthose patrons who order on-line. Since staffs conversations with the representatives from Hy - Vee concerning parking in this area, West Metro Fire and Rescue Department indicated that they will require a Fire Lane in front of the restauranf s front doors for easier access into the building in case of a fire. The third access point lines up with the northern driveway entrance to the Wells Fargo Bank- property� per suggestions made by Westwood Engineering who conducted a traffic study for the project. This access point will serve as a main access corridor along the south side of the property and will help patrons gain access to w station and future retail building, There is only one access point off of 42nd Avenue. This access point will serve as the main north/south corridor throughout the property, and is controlled at 42nd Avenue by a right - in -right -out turning configuration. Along the eastern property line, there is another potential access point into the development. Currently, the developer is working on an access easement with the property owner to the east so that Hy -Vee customers can use a second access point off of 42nd Avenue. The applicant has provided for a turning plan for delivery trucks entering the property. The� applicant has designed a turnaround area at the northeast comer of the property, sized appropriately to accommodate the turning radii needs for delivery vehicles. However, the staff has concern-- Mga g the turning maneuvers in and around the gas station use. It appears that the turning motions would be extremely tight and very difficult to accomplish in this area. Staff recommends that the applicant shift the gas station pumps to the north and east to gain more room needed to make the turning movements. nmr#.` t I The applicant is proposing internal sidewalks to accommodate pedestrian traffic into and throughout the site. The main pedestrian corridor will extend from 42fid Avenue north to the front entrance of the grocery store. 'Me sidewalks will be wide enough to accommodate pedestrian traffic with allowable vehicular overhang. During the construction process, the City will be redesigning and reconstructing Xylon Avenue, including a complete update of the existing streetscape. New sidewalks will be installed along Xylon Avenue as part of this Planning Case Report 14-09 Page 7 8/6/14 pmrocess. The streetscape plans will also incorporate a decorative metal fence along Xylon Avenue to help screen the parking lot from the right-of-way. The city will continue to work with Hy -Vee to secure all necessary easements for the installation of this fence. Hy -Vee will be incorporating different types of concrete designs and pavement styles to help delineate the main front entrance of the store. Not only does this area serve as a Idwelcome mat", it also helps slow traffic and cautions drivers of pedestrians. Along with the main pedestrian connection from 42nd Avenue, the applicant has also incorporated multiple access points to the public rights-of-way. A sidewalk extends along ,&re.ftuf reU?zjj_e _�:V, -- -, i-71 rj*fR_P,7mYiMtT to an existing bus stop. A second pedestrian access point was included at the southem-most Xot Ion Avenue that would helAiLicedestrians ,.pin access to the gas station and convenience store. 7. Landscaping and Screening The submitted landscape plan meets all the city's requirements for landscaping within for this type of development. The applicant has used a vast array of over -story trees and shrubs to help screen the parking lot and add to the aesthetic appeal of the property. It should be noted that the applicant has bolstered landscaping along the northern property line to help screen the back of the grocery store from the residential uses to the north. '1he applicant has also included precast screening walls to screen the loading docks and trash equipment. These screen walls extend beyond the length and height of a semi -truck. Staff has been working on a new streetscape design along Xylon Avenue to help meet the on as outlined in the New Hope City Center Vision study. In order to achieve the most desirable City Center vision, Staff would like to be able to continue to work with Hy -Vee to see if they could work some of the same pedestrian -scale elements, such as lighting, f!,Iantings, etc., into their plan. For this reason, Staff recommends approving the landscape r�.lan with the idea that a formal streetscape plan will be approved by the City Councill that I ay include additional elements added to the Hy -Vee development site. The proposed lighting plan meets the requirements of the City Zoning Code in relation to the height of the parking light standards. The fighting plan needs to be revised to include a minimum of a 2.0 foot candle reading along all internal sidewalks. Again, in order to achieve the most desirable City Center vision, staff will work with Hy - Vee to see if they could accommodate some of the same pedestrian -scale elements, such as lighting, plantings, etc., in front of the store as being used along Xylon Avenue. For this reason, Staff recommends approving the lighting plan with the idea that a formal streetscape plan will be approved by the City Council that may include additional elements added to the Hy -Vee development site. Planning Case Report 14-09 Page 8 8/6/14 I The submitted plans show signage on the front of the grocery store that meets t appropriate scale and proportion to the building. In total, Hy -Vee is proposing 623 squa feet of signage on the grocery store building. The convenience store will also utilize signa 11 to denote the name of the store and the coffee carrier that win utilize the drive-th component. The plans indicate a total of 152 square feet of signage for the convenience sto building and 107 square feet of signage for the gas canopy. All wall and canopy signag- will be approved through the PUD process. Staff would encourage the Planning Commission to allow additional signagge alonthe it side of the convenience store in an attempt to make the rear of the building more aesthetically appealing. The site plan indicates the use of monument signs on lots 2 and 3. It appears that monument sign meets all city standards for height and size, but is currently located wi the allowed 10 -foot setback requirement from property lines on lot 2. Staff will requirie revised site plan indicating the proper placement of the monument sign. The City is currently working on upgrading the sanitary sewer line along Xylon Ave 1 and will provide three stub -in points for Hy-Vee's use. The public drainage and utili easements are shown on the plat documents. The final utility plan will be reviewed an approved by the City Engineer. 'Iron 0 1 4 0 0,1 The applicant is proposing an underground storm water retention facility in the raortheastern corner of the lot. This facility must be included in a drainage and utility zasement and the city will require a maintenance agreement for this facility as well. � L - =1 — M I R M ! M—MI WPM M. M a. Bufldhng Design, and Materials. '11-te building plan elevations are in general compliance with the architectural design guidelines pertag to building materials. The applicant has created visual differences on the building by using a combination of precast exposed aggregate, EIFS, brick, metal and glass with varying building articulations. Differing parapet heights also give the main grocery store the appearance of being a multi -tenant building. The window and door opening treatments on the front of the store also appear to be in compliance with the provisions of the Design Guidelines. These elements may be approved through the PUD process. Planning Case Report 14-09 Page 9 8/6/14 The site plan illustrates a snow storage area in the western parking lot. The City would like to and removal of the snow will be achieved. B. Zoning Code Criteria It is the purpose of the code to make certain regulations and requirements for the -.VUNW&i+n ;Tri 10�` - 6'17XgNn14 Stat. 462.358, which regulations the city council deems necessary for the health, safety and general welfare of this community. It is also the purpose of the code to safeguard the best interests of the city and to assist the subdivider in harmonizing his interests with those of the city at large. Fincangs. I Fe appucant nas suo-, - -P,1&P'7611:_:'_'_* I I - - I I & to the existing conditions and the preliminary plat. The applicant is also requesting both a preliminary and final plat approval from the City Council. 212= Any request to change the zoning classification of a property requires City Council approval. Criteria. The Planning Commission and City Council shall consider possible effects of the proposed amendment. Its judgment shall be based upon, but not limited to, the following factors: I character of the area has changed to warrant consideration of an amendment. Findings. The character of the area was defined by the City Council as being a City Center area when the property was rezoned to CC, City Center District in 2012. The on of the area was established and specific zoning criteria were adopted to ensure that the vision was upheld. The introduction of a stand-alone grocery store in the property to PUD, Planned Use Development, so that the developer could be given some flexibility in design and building locations throughout the property. Staff feels that the City Center on has not been compromised, and that the introduction of a grocery store to the area is a major component needed for the remainder of City Center to thrive. (2) The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official city comprehensive plan. Planning Case Report 14-09 Page 1.0 8/6/14 Fin The Comprehensive Plan specifically calls out this area as the City Center redevelopment project. The propo ' sed plans are consistent with the types of uses allowed in the PUD Zoning District, and are consistent with the intent of the Comprehensive Plan. Modification of or additions or enlargements to a building, or buildings, accessory site improvements, and/or land features of a parcel of land that result in the need for additional parking or increase the gross floor area of the building by 25 percent or more require site plan review. Criteria. In making recommendations and decisions upon site and building plan review applications, the staff, planning commission and city council shall consider the compliance of such plans with the following standards: I me 'Tarious elements and objectives of the city's long range plans, including, but not limited to, the comprehensive plan. Findings. The city"s long-range plan is for continued redevelopment, expansion, and renovation of redevelopment areas in the city. This proposal is consistent with specific goals of the Comprehensive Plan, calling for redevelopment of this land. Find The proposal is consistent with the purposes of the Code. The use of the LP UU�D�Z o n imn �VDi �si tr w - (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 former use of i was a Kmart Shopping Center and a Wells Fargo Bank drive-through building with very little natural elements on the property. The proposed plans introduce a vast array of landscaping and green space that is currently not on the site. (d) Creation of a harmonious relationship of buildings and open spaces with the terrain and with existing and future buildings having a visual relationship to the proposed development. Findings. Staff believes the proposal for site and building is adequate and will be of a harmonious nature. The need of the PUD Zoning District is to enable the applicant to incorporate the rocestore, &,, "-finn;i 1! 1 J I j, Planning Case Report 14-09 Page 11 8/6/14 (e) Creation of a functional and harmonious design for structures and site features including: 1. Creation of an internal sense of order for the various functions and buildings on the site and provision of a desirable environment for occupants, visitors, and the general community. Findings.,• The New Hope City Center Vision was created to help ensure that this type of environment was created. By incorporating some of the Xylon for the Hy -Vee grocery store, staff feels that this type of environment can be achieved. 2. Appropriateness of the amount and arrangement of open space and landscaping to the design and function of the development. Findings. The applicant has incorporated as much landscaping as possible with the creation of a stand-alone rocery store and associated parking lot. g The use of over -story trees and the parking lot island plantings will be appropriate for the site. 3. Appropriateness of the materials, textures, colors, and details of construction as an expression of the design concept of the project and the compatibility of the same with the adjacent and neighboring structures and functions. Findin The proposed building materials and colors are consistent with the intent of the New Hope Design Guidelines. The architects for the project made it a point to include features that make the building more interesting and architecturally appealing. 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 use of sidewalks throughout the development will ensure pedestrian safety. Sidewalks connect pedestrians from the adjacent street rights-of-way to the front of the grocery and convenience stores. Vehicular traffic circulation is a concern with the nine parking stalls adjacent to the south side of the building. Staff has health and safety concerns regarding the placement of these parking stalls, as it is anticipated that vehicular movement in this area will pose hazardous conditions to the public. Planning Case Report 14-09 Page 12 8/6/14 5. Creation of an energy -conserving design through design, location, orientati and elevation of structures, the use and location of glass in structures, and use of landscape materials and site grading. Findings. The proposed building will use modern building materials an technologies to maximize energy conservation. 6. Protection of adjacent and neighboring properties through reasonabl provisions for such matters as surface water drainage, sound and si buffers, preservation of views, light and air� and those aspects of design, n adquately covered by other regulations, which may have substantial effect on neighboring land uses. I e Findings. The applicant has taken measures to bolster the landscaping along the north property line to help screen the back of the grocery store building from the residential uses to the north. Hy -Vee representatives also stated that the store is willing to work with surrounding residents in establishing specc delivery times to help control noise levels in early morning and late !-"light hours. The Design and Review Committee met on July 17, 2014, to consider the proposal. The committee was generally supportive. AMPT=- MEZM' O M� c. Site Plan Review a. Date Application Deemed Complete: July 25, 201.4 Planning Case Report 14-09 Page 13 8/6/14 Vill. Notification Property owners within 1,000 feet of parcel were notified by mail and a legal notice was published in the SunPost newspaper. OMBM�M The applicant has requested a preliminary and final plat for properties located at 4200 and 4300 Xylon Avenue. The applicant has also proposed the rezoning of the property from CC, City Center District to PLTD, Planned Unit Development to accommodate the construction of a 90,000 square foot grocery c,tore, a gas station with a convenience store, and a future office/retail building. A Site Plan Review is Aso required to ensure that the applicant meets the intent of the PUD and CC Zoning Districts. Staff recommends that the Planning Commission recommend approval of the proposed preliminary and final plat, rezoning of i located at 4200 and 4300 Xylon Avenue from CC, City Center ISMMi to PUD, Planned Unit Develo[o�ment, and the Site Plan Review, with the following conditions of approval: Prel' minaryXin.al Plat 3. The preliminary and final plat provides a drainage and utility easement over the underground storm water retention system. The applicant shall provide for city approval a maintenance plan for the long term maintenance and upkeep of the underground storm water retention system. 4. The site grading, drainage and utility plans are subject to review and approval by the City Engineer. Planned Unit 1. The City approves the land uses identified in the site plan. Any additional future land uses mus) be allowed under the CC, City Center Zoning District. 2. The City approves the building setbacks as shown in the approved site plan. 3. Site Access: The applicant shall address the following access issues in a revised site plan or other document as part of the final stage submission for city review and approval: a. Submission of cross access easements between the three lots in the subdivision. b. The right turn lane design from 42nd Avenue shall be subject to the review and approval of Hennepin County and the City Engineer. Planning Case Report 14-09 Page 14 8/6/14 c. The applicant must provide a cross easement in favor of the city to allow the extension private streets through the properties to the east. This must preserve the opportunity extend the main driveway at the front of the grocery store east to Winnetka Avenue. I :i. The site plan shall be revised to improve semi -truck access and egress through Lot utilizing recommendations as outlined in the Northwest Associated Consultants staff reporli 4. The city approves the curb cut locations and widths as shown on the site plan. 5. Parking: The applicant shall address the following parking issues through a revised site plan or other docurne-tts: a. Applicant must provide a comprehensive snow plowing, snow storage and/or snow removal plan for the entire PUD area to qualify for the reduced parking shall dimensions. b. Drive aisle serving 90 degree parking stalls must be a n-tinimum. of 24 feet in width. c. The city approves the parking lot lengths abutting public streets as shown on the site plan. d. All parking lots throughout the PUD shall maintain a minimum 10 -foot setback from all street rights-of-way. e. Parking lots abutting public streets shall be screened with landscaping approved by the city. The city will work with the applicant to incorporate streetscape elements from Xylon Avenue that may include such features such as wrought iron fencing along the Xylon Avenue and 42nd Avenue rights-of-way. Corresponding easements will be negotiated for the placement of these elements. The applicant must remove the nine parking stalls adjacent to the south side of the buildinT and located in front of the restaurant entrance. West Metro Fire and Rescue Deparbnent will designate the area in front of the restaurant as a fire lane to ensure adequate access to the restaurant in case of a fire. 6. Bicycle parking shall be provided on Lot 2. The convenience store entry and sidewalk detail must shM w the location and number of bicycle spaces. 7. Gas Sales: The plan set addressing the gas sale operation must meet the following condition! a. The fuel pumps and canopy must be shifted to the northeast of the current location to improve truck access and egress through Lot 2. b. The faqade of the gas canopy is limited to 3 feet in height. c. All canopy lighting must be recessed into the canopy. No light source may extend below the canopy ceiling. 8. Outdoor sales displays: The applicant shall revise the site plan to illustrate locations and sizes of anticipated outdoor sales displays. Said areas must meet city zoning standards. Sales displays shall be limited to approved locations. 5. The lighting plan and landscape plan shall be approved with the understanding that changes to both plans may occur given the final approval of the Xylon Avenue streetscape design. Planning Case Report 14-09 Page 15 8/6/14 10. Additional lighting shall be provided along the internal sidewalk to provide a minimum 2.0 foot candle light level. 11. Landscape plans: The landscape plans must be revised to address the following: a. Landscaping along both 42nd Avenue and Xylon Avenue must be coordinated with the ci streetscape designs. A wrought iron/decorative metal fence may be an additional eleme included in these plans that would require easements from the applicant. b. The L2 and L3 landscape details must identify the plant species and numbers by location. c. The landscape plan must provide additional landscape screening along the drive-throu service lane on Lot 2. 1 12. Building Design: The city approves the building designs based on the building elevations with the following flexibes and condons: a. The city approves the side wall window coverage of less than 20 percent based on tha- approved building elevations. b. The applicant provides details for screening of rooftop equiprnent from adjoining properties and public streets. c. In addition to screening, the rooftop equipment shall be painted to match the building. d. The applicant shall address the back of the convenience store facing Xylon Avenue by screening the drive service lane, increasing the parapet height to match the front faqade, consider tenant wall signs on the west side of the building. 13. Sign Plan: The city approves the comprehensive sign plan as shown on the building elevation, canopy elevation and the monument sign details as part of the PUD with the following conditions: a. The city approves the wall sign, locations, numbers and sizes as illustrated on the building elevations for the grocery store. b. The city approves the wall sign, locations, numbers and sizes as illustrated on the building elevations for the convenience store. c. The city approves flexibility to allow wall signs on the west side of the convenience store. d. The city approves the flexibility for the number and location of the gas canopy signs as illustrated on the canopy elevations. e. The applicant must provide additional information on the size and location of the proposed monument sign to ensure the sign can be located to meet the required setbacks, will. not obstruct traffic sight lines and will be coordinated with the streetscape landscaping. 14. As this PUD proceeds to Final Stage, the applicant will be required to provide a final plat and final development plans that incorporate the conditions of approval tied to the development stage. Additionally, the applicant must provide for city review and approval all cross access easements, association documents that outline the maintenance and shared costs for shard private streets, utilities and storm water facilities. The city will also require development and PUD agreements that will be recorded against the property along with the final plat. All elements Planning Case Report 14-09 Page 16 8/6/14 15. The applicant will comply with all requirements as outlined in the West Metro Fire and Rescue memorandum dated July 30,2014. 16. The applicant will comply with all requirements as outline in the Stantec memorandum dated July 31, 2014. Attachments: 0 Planning consultant memorandum (7/31/14) 0 Application 0 Applicant narrative * Site Plan Information 0 Westwood Traffic Study (7/11/14) a Design and Review -meeting notes (7/17,114) a West Metro Fire Memorandum (7/30/14) 0 Stantec Engineering Notes (7/31/14) 0 Resolution 2014-97 approving the as station use T Redevelopment timeline for Hy -Vee 0 Application to Planning Case Report 14-09 Page 17 8/6/14 NORTHWEST ASSOCIATED CONSULTANTS, 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 654= Telephone: . 763 .231.2561 plan ners@nacpla• r TO- Jeff Sargent II"AJuly 31, 2014 RE: Hy -Vee Planned Unit Development / Preliminary Plat FILE NO: 0 The New Hope City Council has selected Anderson Companies and the Hy -Vee Supermarket concept plan to redevelop the New Hope City Center site at 4300 Xylon Avenue North. ThisConcept plan divides "d *,gyp,into commercial redevelopmentthat are integrated in site design through share private streets, shared parking, pedestrian connections and an integrated landscape plan. This concept plan varies from the current CC district in term of use and some site design performance standards as such the applicants are requesting the following development applications to facilitate this o 1. Rezoning of the site fromt District to D/ CC D. land uses identified in the Hy -Vee redevelopment concept plan and to allow some flexibilities from select CC District performance standards. 2. Preliminary Plat that is intended to subdivide the current redevelopment site int* - three new lots and an outlot. The subdivision of land in New Hope in governed by Chapter 13 Subdivision a Platting of the New Hope City Code. Review of the proposed preliminary plat again the city subdivision andzoning code- results iniM comments. County Review: The plat abuts a County road and as such it is subject to the Hennepin County plat review. Any conditions imposed by the county must be incorporated inft the plat and site plan., Lot Size: The base district is intended to remain CC District, which does not have minimum lot area or width standards. The lot areas and widths of each new lot are shown below. Each lot has sufficient area and dimension for the anticipated level of development. Area Width Lot 1 10.2 acres 677 feet Lot 2 1.29 acres 142 feet Lot 3 1.80 acres 338 feet Outlot A* .05 acres 40 feet *Outlot A is intended to be retained by the City r a community plaza and community event sign location. Easements: The preliminary plat shows the required easements along all lot lines. It also illustrates easement over public utilities that run through the lots. The city engineer shall comment as to the location and width of these easements. The applicant is proposing an underground storm water retention facility in the northeastern corner of the lot. This facility must also be included in a drainage and utility easement. Other Easements. The Public drainage and utility easement are shown on the plat documents. As part of the PUD the City will require the submission of easements and legal description for the following easement that must be established and recorded separate from the plat. The applicant must prepare and submit these easements with the final plat submission. 1. The site design is reliant on a system of private streets and driveways to provide access to each lot. In this regard, the applicant must describe cross access and parking easements to insure long term access to each lot in the event that any of the lots are sold in the future. 2. The City's long range redevelopment plan for the City Center is to have an integrated street system that connects each of the shopping centers to promote business interchange between the various commercial sites. This vision includes private street connections that link the Hy -Vee site to the shopping centers to the east. To preserve this opportunity in the future the applicant shall prepare a cross access easement to be dedicated to the City allowing for the future extension of the private street in front of the grocery store to be extended to Winnetka Avenue. This cross easement may be assigned to the future property owners of adjoining properties if and when this private street is extended to Winnetka Avenue. N The applicant is requesting a change in zoning fromDistrictf r Planned Unit District. + Sections4-24 of as the combination or mixture of varying types of land uses. In this case the applicant is pursuing the inclusion of a convenience store with gas sale which is not allowed in the CC District but be includei PUD. Per Section 4-34 of the New Hope zoning code the PUD also allows the City to grant flexibilities from the CC District `- • •- •s that m.y not be applicable to the sharedHy-Vee use or design. The PUD also provides the zoning mechanism to address parking, private streets, private utilities, and drainage. The PUD requires submission of association documents for City review and to insure that these shared private systems are maintained, and kept in good condition. Section 4-34 of the New Hope zoning code outline the PUD process which includes concept stage, development #• , * • final stage. The applicantssubmitted conceptual -d_ _ wi -nplan in response to the City request •r proposal. • ;r to development .•- With this development application the city is reviewing the development stage PUD, which includes all the site planning, grading, utilities and preliminary Plat. This stage is a review of all the various design details and recommendations that mustbe resolved for the final stage. The final stagewill•. the final development plans,plat,1 ♦ documents, easements and development agreement that will be recorded with the final plat. The final stage does n include planning commission review rather the plan submission are check by '; staff against approval conditions and code standards and are approved with a development agreement and PUD agreement by the City Council Land Use. The Hy -Vee concept plan included the following land uses that were deemed to be acceptable by the New Hope City Council. The PUD zoning allow for a mixture of land use from the various city zoning districts. CC District Liquor Store it Pharmacy (retail) Florist (retail) Restaurant/ Office Drive r Outdoor dining CB District Uses: Convenience store /gas sales Outdoor sales, accessory ki • * f i Kim- Lots Area and Width: As noted in the preliminary plat review, all lots are dimensioned and have adequate land area to support the intended development. Building Setbacks: The CC District establishes a street side builds to range which is both a minimum and maximum building setback. The applicant is seeking flexibility from the CC District street side setback build to range. Each of the proposed buildings exceeds the maximum build to setbacks as illustrated below. Lot 2 Convenience Store w/ gas Required Proposed Lot 1 Grocery Store Street Side est 10-25 feet* Street Side West 10-25 feet* 143 feet Rear Yard East 10 feet 117 feet Side Yard North 5 feet 60 feet Side Yard (South) 5 feet 370 feet Lot 2 Convenience Store w/ gas Street Side South 10-25 feet* 57 feet Street Side est 10-25 feet* 38 feet Rear Yard East 10 feet 183 feet Side Yard North 5 feet 63 feet Lot 3 Future Retail/ Office Street Side South 10-25 feet* 48 feet Rear Yard North 10 feet 42 feet Side Yard East 5 feet 65 feet Side Yard West 5 feet 5 feet Site Access: Site access to three new lots is reliant on a shared private street system. In review of the site plan and traffic study we offer the following comments: 1. The applicant's traffic study recommended aligning the south Hy -Vee access onto Xylon Avenue with the Wells Fargo Bank entrance to reduce traffic confusion. The revised site plan shows this improvement. 2. The right turn lane from 42nd Avenue design and length must be approved by Hennepin County and the City Engineer. 3. Optimize the signal timing at the Xylon Avenue/42nd Avenue intersection to accommodate increased southbound traffic. 4 applicant4. The provide • between the three lotsfor submissioncity review with the of plan. 5. The applicant must provide i ir future extension of private streets through the properties • the east. The city . extension of the driveway at the front of the grocery store to extend from Xylon Avenue to Winnetka Avenue. The easement description must all# travel route. Site grading and improvements along the east property line must be designed and constructed to accommodate the future extension of the private drive east to Winnetka Avenue. maneuveringS. "'Through the PUD, approve the 40 foot curb cut width for Hy-Vee's two northern access points onto Xylon Avenue. In review by staff the wider curb cut widths are deemed appropriate at these two locations to accommodate the anticipated 7. In review of the trunk movement plan (plan C7) we find that the truck access ant egress through Lot 2 to be tight. The travel path for the semi -truck requires multiple turn adjustments and still brings the vehicle close to the fuel pumps, under the canopy, into parking stalls in front of the building and over curb islands as the truck exits the site. We offer the following recommendations to reduce truck conflicts. Examining flatten the southern curb radius of i `. • cut entering Lot north.Shift the gas pumps and Canopy to the northwest to reduce the turn movement around the gas pumps. This may be accomplished with in th - current design or if addition area is required for automobile stacking at t pumps the applicant may reduce the landscape island on the east side the property and / or reduce the private street width to 25 feet. Upon exiting Lot 2, we would recommend the reducing the grocery store parking by 4 spaces and relocating the landscaped islands 10 feet to the Parking. The CC District establishesboth a minimum and maximum parking amount standards.Based onthese standards{` ! 657 r layoutparking stalls for the entire PUD. The total number of parking stalls provided on the sitd plan is 565 spaces, which fall within the City's standards. In review of the parking lot " offer the followingcomments. 1 . The Dimension plan (plan C3) illustrates the dimensions of the proposed parking layout. The applicant has illustrated 60 degree parking spaces having 10 foot width and 18.5 foot depth. The depth dimension is below the city standard of 19.5 feet but is allowed by code with the submission of a comprehensive snow removal plan.`siteplan (C2) illustrates a snow storage area in the western 0 parking lot. The following additional information is needed in a snow remova, plan to qualify for the reduced parking dimensions. * Identify the snow plowing and snow storage plan for the entire site. Is snow removal and snow storage for Lot 2? Is this lot accommodated in lot * How is snow plowing and storage for the loading area behind the grocery ♦ ` addressed? How much of the parking lot is addressed in the designated snow storage area? This area covers 45 parking stalls, landscaped islands and cart storage. The snow storage area should be designed to exclude the landscape islands and cart storage areas. Are the on-site snow storage areas adequate for all the sites or will there be a need for snow removal? 2. The City requires a 24 foot drive aisle serving 90 degree parking stalls. The drive aisle serving the 90 degree parking along the east and west edges of the ppariking lot have only a 22.5 foot width. These drive aisles must be widened to 24 feet. 3. The parking lots meet the city design standards for surfacing, curbing and striping. The private streets and main drive aisles with have heavy duty bituminous pavement to better accommodate volume traffic and truck traffic. 4, The CC District limits parking o• abutting + • .. or r ` no more than 10 feet. The site plan is seeking PUD flexibilityfrom + site plan shows the following parking lot lengths along the public streets. Xylon Avenue Phase 1 350 feet Xylon Avenue Phase 2 570 feet Avenue• 42nd i feet • 42nd Avenue Phase2 .i feet 5. The parking lots along Xylon Avenue provide a 10 foot setback which meets th city standards and maintains a uniform landscape area. The parking lot setbac along 42nd Avenue vary from 7 to 10 feet. The 7 foot setback appears in lot 3 the future retail/office site. We would recommend a1O foot parking setback alo 42nd Avenue toestablishuniform.+e appearance along this street. I 6. The landscape plans (plans L1, L2, L3) show a robust landscape plan with street trees along 42n Avenue, a shrub hedge along the full length of the parking lot along Xylon Avenue and internal parking lot landscaped islands. 7. Per request of the Design and Review Committee the applicant has illustrat-414 shopping cart corrals within the parking lots. I 8. Cross parking and access easements shall be required to be submitted with t PUD final stage to ensure adequate parking and access to all the lots. i Bicycle Parking: The City requires one bicycle parking space per 40 parking stalls i parking stall / 40 stalls = 14 bicycle spaces). The Front Entry / Sidewalk i • # • i ♦ i • • #; • ♦ a ! provided. The detail of bike rack indicatestwo bikes #er rack � .accommodated. The grocery store site meets the city bicycle parking standards. store.The Design and Review also requested bicycle parking at the convenience • (planshows�bike rack locations #store, however,Front the Sidewalkir the Convenience store(plan6) does not # bike parking area. The Entry Plans be revised to illustrate the proposed bike parking location and number of racks. Pedestrian requires # commercial , links to available public sidewalks. The site plan illustrates an internal sidewalk system that connects the store fronts with the public sidewalks and provides pedestrian corridors between the lots. The site plan has extended the sidewalk! •o • Lot 3 and to its eastern I line to provide a future pedestrian connection to the New Hope City shopping center. i 2. The site plan provides an east- west si#+ + # between the Xylon Avenue and the Hy -Vee entrance. This sidewalk corridor is intended to provide a pedestrian connection to the shopping center's to the east, when the private street connection is provided. # #`.,# for northprivate street must be wide enough to also allow a sidewalk connection. # pedestrian ci i • proposed t link the Hy -Vee store to the other lotsand 42nd means Avenue. These sidewalks have been widened to 7 feet as a of insuring, 5 foot`, ` accounting for automobile overhang and placement of the disability parking signs on the sidewalk. 4The previous site plan proposed two north / south pedestrian corridors, the current site plan has eliminated the sidewalksecond raised curb area. crosswalksarea is only 7 feet in width and will not allow a five foot sidewalk with automobile overhangs and the disability parking signs. 5. The sidewalks have been designed to include necessary pedestrian ramps and marked where they intersect with private streets and drive aisle. Loading: plan indicatesloadingarea forgrocery • be located at the north side of the building. This area is segregated from customer parkila h and traffic. The loading area is designed with a heavy duty concrete pavement and is dimensioned to accommodate large truck maneuvering. At the Design and Review Committee meeting concern was expressed over the loading areas proximity to a multi -story apartment building. While the landscape plan provides a staggered row of coniferous trees to screen, this screen only provided 6 to 8 feet of screen height. To address the committee concerns the current plan provided precast screen walls to screen loading docks and trash equipment. These screen walls extend beyond the length and height of a semi -truck. To further protect the adjoining property we would recommend that no outdoor storage of pallets or other miscellanous items be permitted within the loading area. The Convenience store is only 4500 square feet in floor area; as such the city may waive the provision of a designated loading area. The applicant has provided a plan C7 to illustrate how truck deliveries would access the fuel filling area and the store. In our staff review of site access we find the truck turning movement to be tight and awkward. Staff offered recommendations for site chan-qes in the site access section of this report to improve truck access and egress through Lot 2. Convenience Store with Gas Sales: Gas sales are being allowed on the site through the PUD, in review of the gas sales we have applied the performance standards for the both gas sales and convenience store with gas sales. 1 . The proposed lot 2 is approximately 1.3 acres in area which exceed the minimum lot area for gas sales. 2. Motor fuel facilities must be designed to meet state standards and provide adequate space for maneuvering around the pump islands. In our review of site access we noted the tight truck maneuvering through the site and offer recommendations to shift the pumps and canopy to the north east. 3. All pumps are located on raised islands and protected by guard posts. 4. Sidewalks are segregated from the gas service areas. 5. The gas service area is setback a minimum of 15 feet from 42nd Avenue. This setback area will be landscaped to break up view lines into the gas pump area. 6. The gas pump canopy meets all setback and location standards. 7. The gas canopy is proposed to be 19.5 feet tall with a clearance of 16 feet. This meets city standards. 8. The city limits the canopy fagade to no more than 3 feet in height. The propose canopy is 3.5 feet in height. The canopy should be reduced to meet code. M 9. The proposed canopy elevation does not show any lighting extending below t canopy ceiling. All canopylighting must recessed into the canopyno exposed light source. I Outdoor Sale Displays: Outdoor sales displays are a conditional use within the C13 District by • i • permit.be allowedwithin this site through PUD. The Front ♦ Sidewalk plan forConvenience merchandiseran ice propane ♦ iinet at the north side of building. Be •+. ` • +« these items no other outdoor sales display areas are identified on the site plans.i••rs sales are common to both grocery st• - i gas sales. If the additional outdoor sales areas are anticipated for these uses they must be designated on plans • following 4 • o• outdoor display areas shallbe defined on plan andshall not exceed 1 percent of gross floorof principaldisplay Outdoorshall not occupy required parking or obstruct drive aisles or sidewalks. 2. display areas shall be • 'i on • `i on a clean, attractivil hard, useable C. Outdoor sales displays shall not be located outside of approved areas. Drive Through Service Lanes: Both the grocery store and the convenience store have proposed drive through service lanes. The convenience s service laneproposes drive• iservice lane around the back of building. This service laneprovides of before window. The site plan shows the location of the menu board and intercom approximately the menu board and intercom another 20 feet south to allow stacking of 4 cars before _, _ board to ,v • • stacking over the crosswalkor • a main drive aisle. The menu board , f intercom locationoriented • the west toward Xylon •''se levels from• • `• 55 decibels at the • •i` rty line. The location of the menu board and intercom will noti, i `" properties. The zoning code requires screening of the drive through• `i between building landscaping • screen the service lane from• The grocery store proposes t• have a double drive thru service lane to allow for pick up. A double service lane is required to have 60 feet of • •istacking; proposed I • Outdoor Dining: Outdoor patios are proposed for both the grocery store and convenience store sites. The applicant has provided details on the patio seating layouts, WE sizeddetails on the furniture, lighting, refuse receptacles and fencing, The patio areas are I to meet city standards.review of - outdoor dining area we offer the • i i 1f City code requires• inch aisle widthbetween tablesoutdoor • areas. The convenience store dining area show approximately 11 feet betweer the building and fence, with a 42 inch table diameter and ., 36 inch aisle width ,toes not appear that this dining area can support nine tables with seating. This 2rea will be further crowded with the inclusionof table umbrellasi i foot fiameters.-table arrangement in both the conveniencei i grocery location must be adjusted to reflect the tablespacing and aisle widths. 2. The patios will be surrounded with a 42 inch tall black steel fence. Fence details been provided. The fencing meets City coderequirements. 3. The applicant has provided the details on the type of outdoor furniture. As noted .iii i+, $ patios f of . furniture and comfortable seating. Outdoor Lighting: The applicant has provided lighting details and a photometric pl::v 1. All lightpoles have been reduced to 25 footg• complyl.ri s. 2. The parking lot light fixtures are Pureform P32 which is energy lights. .i i lighting. .�f of contemporary design th« intrast with the city's streetscape lighting choices. At this time we recommend that the light fixture approval be delayed and coordinated with the City's streetscape designs. 3. The building will also be illustrated with wall packs that offer 90 degree cutoff lighting. The light source is to be recessed into the light fixture hood. 4. ` gas canopyf! be recessed into the iii no light source.i; extend below canopy. Examination5. of `' photometric plan showsproposed lighting meet required lighting levels for parking lots.. city requires. minimum of ii candies! i -walk extending fromnd to the Hy -Vee store front.Portions f of the sidewalks extending from Xylon Avenue into the Lot 1 and 2 fall below the 2.0 foot candle standard. Addition lighting must be provided along these pedestrian corridors. • Light levels at the property also meet the city maximum light requirements. Hl Landscape plans: The Landscape plans (plans L1, L2, 1-3) illustrate an aggressi planting ♦for the sites. I 1. Plan Ll shows the tree plantingalongthepublic and private streets as well as the parking lotislands.•tree typeson preferred list, the tree sizes and locations comply with our zoning standards and the New Hope design standards. 2. All landscaped areas including the parking lot islands will be irrigated. 3. ►• will be reestablished in undeveloped areas of ro (dark brown) i inches deep is proposed ground ` ` planting areas. 4. Plans L2 and L3 provide the planting details for parking lot islands. The plant schedule identifies • perennials and grasses that are acceptable in Minnesota climates. The planting details do not identify location, species, and number of planting in each area. Type 6 planting island detail show a shrub hedge along the entire western edge of the parking lot and Xylon Avenue. 5. The landscape plan must be revised to address include additional landscape screening of the Drive through service lanes at the back of the convenience store. Additional understory planting shall be provided to screen this drive through service lane. V. The Landscaping along 42nd Avenue and Xylon Avenue must be coordinated with the City Streetscape planning and design. L'--uilding Design: The building design and materials must comply with New Hope's lesign Guidelines. Fagade treatments: The Design Guidelines require new building facades to define its base, middle and top, to break up long walls in to distinct modules, and to ` awnings or other treatmentsto provide o ` architectural changingbuildings on both lots 1 and 2 attempt to meet these fagade guidelines through variable building materials, patterns, ♦ awnings. 2, Ground Level Expression / Entries: The Buildings use windows, entries, awnings and canopies to define the buildings ground level. This is complemented with the sidewalk design, and the proposed outdoor patios, 3. Window and Door Openings: Within the CC and CB zoning districts the New Hope design Guidelines recommends the following window and or door coverage. Front facades window and door shall comprised 30 percent of the primary street fagade. The Front of the grocery store does not front on a public street through the PUD the city may consider this as the primary fagade. The IM frontmoi` appears to meet the 30 percent windowcoverage• •however the building ' i does notoffer a scale• confirm this standard. applicant must provide an estimate of window coverage for the front fagade of the grocery store. The Design Guidelines also requires a min1m1=f-Z+ 't 'fir rear facades at ground M of • • and door openings. grocery store includes window elements on both sides of the building. These windows complementbuilding design. The City mayrequire the applicant demonstrateiiiws represent 20 percent of or i • h the PUD it may make a determination that the building shown are acceptable and approve them as shown. The Convenience Store has windows and an entry on the south side of the ined wall area ., _ fF bu, ding this window coverage I. of both sidesof building. determine if this amountof • ow coverage is adequate or if additional window coverage will be required. 4. Roof Design:applicants have illustrated the roof top mechanical equipmen on the building ' •ns. The roof top equipment on - grocery store stand above the provide parapet walls and be visible along the sidesand rear f" the building. The applicant must demonstrate what efforts will be made to scre this equipment fromadjacentproperties • public streets. Screeningwill not fully prevent • from the adjoining apartment building; respect in addition to screening we recommend that the equipment be painted t match the building to reduce the visual impact of this equipment. The Roof top equipment for the convenience store is shown on the front building elevation but not on the side or rear elevations. The parapet on the side and rear of the building are lower• . i • i licant must illustrate the rooftop equipment on •- and rear elevations to determine if the equipment screened.is fully 5. Building Both Buildings cf i building materia recommended in the New Hope Design Guidelines. i i In examining the Building •` • " f• have concern with the••' of convenience store facing the •Avenue intersection.The back of building only offer the drive up window as an architectural amenity. To enhance this i;` of building ♦ give a store front appearancewould offer the following options. Provide a landscape hedge to screen the drive through service lane and to provide some landscape amenity at the base of the building. 19 * Provide taller parapets to provide a storefront image. Allowtenant wall signsboth i west sideo the buildino.1 7. Trash Enclosures: grocery ♦ handling equipment -•i 4 the screen wall from property t• the north. material and design as the principal building. The trash enclosure for the Convenience store will be of brick construction tit, match the principal building gates.♦sure is located i i' the north lot line Sign Plan: Through the PUD the applicant is requesting approval for a comprehensive sign plan for the grocery store, the convenience store, the gas canopy and a freestanding monument sign. The signs being requested go beyond the City sign code with regard to the number of wall signs and gas canopy signs 1. The Hy -Veer it include i te uses and as such the multipl signsi ; Hy-veerill a'Food 16 sq. ft. Pharmacy 32 sq. ft. Pharmacy rocery drive up 72 sq. ft. Wine ii The sign areas are estimates scaled from the building elevation and must be confirmed • applicant. ♦ i of 623 sq. ft. is only • signspercent of the front building face this is fall below the City standard of 15 perce The i. `i reflect different • ii of i i 2. The Convenience imultiple size • location code requirements. Ry -Vee Gas Caribou Coffee With the rear of the building • i Xylond also recommend allowing tenant wall signson of building. 3. The applicant is requesting signs on three sides of the gas canopy. The city ordinance iiiy signs to 16 sq.and gas price signsi• sq. area. The applicant is requesting the follow♦'isigns. Front • is • sq. 13 * Left canopy * Left rr ..s prices 25 sq. Right •r * sq. Is Right canopy/ gas prices As shown above the propose canopy signs exceed the sign code standards the City may approve ♦ry signs as part of - .D. 4. The - plan showproposed r rn locations on • and 3. Freestanding signs must maintain a 10 foot setbackproperty - r on r to meet this setbackbe relocated to comply i setback. The monument♦ detail showsign base g a 14 foot width, the site plan monumentsigns r.r not match the sign detail dimension. The 14 footwide sign may notthe boulevards anr' meet the required setb_ monument5. The detail showmonument - that is 1141feet wide _ high.nd 8 feet r 1 sq. ft. in area. The sign dimensions comply r. °• provided i be located on-site r meet the required setbacks. In siting the r g.rr licant must also consider the streetScape landscapingand traffic sight lines. The proposed project of r- r_ rrment efforts in its history. plan sets provide r detailser .r review. Based on .r ur review we offer recommendations and list of conditions that must be addressed as this project proceeds r PUD final stage �♦ plat. City staff will review all the final plans r documents r icompliance with approval r r rnd city codesprior actioncouncil r approve the final ■ iD and development agreement. BasedPreliminary Plat: on our of - preliminary plat we recommendapproval of r.t findr that the newly created lots and blocks r - base CC zoningdistrict and the subdivisionand platting regulations of r- of the New rr- City Codeprovided r r; + conditions are satisfied. 2. The city engineer approval of the width and location of all drainage and utilities 3. That the preliminary plat provides a drainage and utility easement over the underground retention system. 4. That the applicant provide r r rmaintenance plan for the long maintenance • upkeep of - underground storm waterretention RE 5. City Engineer review commentson The city approves the Land uses identified in the site plan. Any additional futur(; 'and uses must be allowed#` 2. The city approves the building setbacks as shown in the approved site plan. 3. Site Access: The applicant address o # r access issues in a revised site plan or other document part of . ♦ ` submission r approval. Submission of oss access easements between the three lots subdivision. ` right turn lane design from and approval of Hennepin County and the city engineer. The applicant must provide #ss access easement in favor of allow the extension of private streets through the properties to the east. This must preserve the opportunity to extend the main driveway frontof the grocery storeto Winnetka Avenue. w The Site plan shall be `# to improve semi- truck access and egress through Lot 2, utilizing the recommendations of this report. 'he city approves the curb cut locations and widths as shown on the site plan. 5. Parking: The applicant shall address the following parking issues through a revised site plan or other documents. * Applicant must provide a comprehensive snow plowing, snow storage and/or #w removal plan forPUD area to qualify for width.reduced parking stall dimensions. * Drive aisles serving 90 degree parking stall must be widened to a 24 foot M * The city approves the parking lot lengths abutting public streets as shown on -• setback* All parking lots throughout the PUD shall maintain a minimum 10 foot •m all street rights of a Parking lots abutting public streets shall be screened with landscaping approved by the city. 6. Bicycle parking shall be provided on Lot 2. The convenience store entry and sidewalk detail must show the location and number of bicycle rack. 7. Gas Sales: The plan set addressing the gas sale operation must meet the following • • • * The fuel pumps and canopy must be shifted to northeast of location• improve truck access and egress • r • .•- of gas canopy is limited to 3 feet in height. All canopy+ ♦ must be recessed into the canopy.No light extend below the canopyceiling. 8. outdoor sale displays: The applicant shall revise the site plan to illustrate locations and sizes of anticipated outdoor sales displays. Said areas must meet City zoning standards. Sales displays shall be limited to approved locations. 9. The city reserves approval of the light plan to allow the city and applicant to coordinate lighting between the site lighting and streetscape lighting. 10. Additional lighting shall be provided along the internal sidewalk to provide a minimum 2.0 foot candle light level. 11. Landscape plans: The landscape plans must be revised to address the following: Landscaping along both 42nd Avenue • Avenue must be coordinated with the City Streetscape designs. The L2 and L3 landscape details must identify the plant species and numbers by location. The landscape plan must provide additional landscape screening along - drive through- on 12. Building design: The city approves the building designs based on the building elevations with the following • conditions The city approves the side wall window coverage of less than 20 percent based on the approved building elevations. R The applicant provides details for# of r# # equipment adjoining properties # public In addition to screening, the rooftop equipment shall be painted to match ~ building. building.The applicant shall address the back of the convenience store facing Xylon Avenue by screening the drive service lane, increasing the parap height to match the front fagade, consider tenant wall signs on this side the 13. Sign Plan: The City approves the comprehensive sign plan as shown on the building #n, canopy elevationand the monument# details r. thi.- PUD with the following conditions The City approves the wall si! locations, f #' sizes as illustrated on the building ~ - #nr the grocery store. The Citv ar)r)roves the wall sign, location on building elevationsfor s store. The city approves •ility to allow wall signson • ` of the convenience store. * The city approves r for #- location of the gas canopy signs-# on #pelevations. applicantprovide .## #.. # on s location of the proposed monument sign to insure the sign can be located to meet the required setbacks, will not obstruct traffic sight lines and will be coordinated with the streetscape landscaping. 14. As this PUD proceeds to Final Stage the applicant will be required to provide a final plat and final development plans incorporate - conditions of r # #; *# to the development stAdditionally,applicant must provide f# r city review ♦ approval all cross,r documents outline the maintenance and shared costs for shared private streets, utilities and storm water facilities. The City will also require development and PUD agreements that will be recorded against the property along with the final plat. M I -WA 9 1011 iNLc]6WJMELVI wig Noun= L4"j TJ I & I I I il I Irac zj'% Case No.- Basic Fps DeDos' . . ..... WD Date Filed ev --IA)hq b Lmc F -T- Receipt No. J;ie Pun Received by --3) V* Name of Applicant: Anderson Companies PID 1811821110013 Street Location of Property: 4300 Xylon Avenue North � (See Attached) OWNER OF RECORD: Name: Economic Development Authority of New Hope Address: 4401 Xylon Ave. N. Home Phone: Work Phone: 763-531-4110 Fax: Type of Request: (pertaining to what section of City Code) Zoning amendments, subdivision and platting, building plan review (See attached) A, Redevelopment of old Mart site Why Should Request be Granted: im s. i-mcludina the ftT 3-- Ur7mE V-W,172r, M- iight to require additional payment. -.q I tV, ygmLcAueTt review be comDleted completed within 60 days, regardless of the reason, tne city snall exteno Me 190,1107; compietiorl toW an additional 60 days as also permitted by state law. Development review shall be completed within 120 days unless additional review extensions are approved by the applicant in wrng. The Community Development Department will notify you of all meetings. Signed: Economic Development Authority, New Hope Fee Owner (print or type name) Anderson Companies, Kent Carlson Applicant Other than Owner (print or type) Certified Lot Survey: Legal Description Adequate: Legal Ad Required: M= By City Council on: Subject to the following conditions: I iuo :141 t fa 111-1 44J : I Yes- No- Required Yes No- Required Yes No- Required yeS No- Required- Approved: Denied: Anderson C« /. and plan to redevelop the New HopeR . t' at 8200 42 ri Avenue North. The site is ideal for redevelopment and retail use. Anderson Companies and Hy -Vee pl to build r stand-alone 90,000 square foot retailon - north portion • of property, conveniencei on i portion of property closeto 42 Avenue,Ind • a supplemental building 4' the 3rd it.. acrossHY-Vee is the 2nd largest employee owned company in the United States. They are also the 50th largest private company in the United States. Hy -Vee currently operates 235 stores and 120 convenience stores cht Midwestern states, making them a ,«: 25 grocery chain. With existing stores in southern Minnesota, «!e store would be one of ! the MinneapolisPaul metropolitan HY-Vee is knownfor service, «e . i «, delicatessen,and expertise. The New Hope Hy -Vee store will be a full-service supermarket with a bakery, i department,i d carryout food service, wine and spirits,pharmacy, HealthMarket (natural ♦ organic i«i and coffee fisks. New Hope will alsohave station conveniencewith a «r. where v.e will offeri Fuel Avenue ftorth is consistent with the City's vision of City Center. Hy -Vee intends to work with the City to design appropriate fnter-connection between adjacent properties. • r i r ♦n7fffl—ais inciucung precast, OnCK, stoner' aluminurr storefront glass. Clear and visible signing of entrances to the main grocery store, restaurant area, and health ! wellness areas are thoughtfullyplaced. Accessible stalls are locatednear the front and offers parking stalls for Present Site Conditions The site is presently vacant with the old K -Mart building footprint being covered with granular soil materials. Most of the remaining site is the remnant of the bituminous parking lot that served building. There are existing curb cuts that used to serve the property, however most curb cuts are currently blocked to impede access to the site. There are some existing utilities serving the property and other utilities have been • `i from property Grading/Drainage The current property generally drains towards the center of the site and into an internal storm sewer piping that remains on the property. Most of the storm sewer piping on the site drains north towards 45th Avenue and into a public stormwater system. A smaller portion of the site drains via internal storm sewer towards 42rd Avenue and a public drainage system within that roadway. During significant storm events that exceed the capacity of the internal storm sewer system, drainage from the property will drain south and discharge onto 42 nd Avenue. The site grading proposed with the project will attempt to balance the earthwork on the property to minimize off-site hauling; however, the final site elevations and required earthwork has not yet been m Wminr--maqLbe some imoortin,�xLg n of materials with the If Me i-iodw-Wn. On the south side of the proposed Hy-Vee Store (in the main parking field) stormwater will be directed south from the building and captured in an internal storm sewer system. Portions of the C-Store and Outlot building will also include storm sewpr nipinEr that will connect to the main storm sewer lines in the parking field. That stormwater will be directed in pipes north and east towards a proposed below- geround infiltration/filtration gallery. Discharges from the gallery will be directed north into a storm S&Ai i int conditions. gallery will be designed to meet city and watershed requirements for rate control, water quality and infiltration/filtration. X" -r ititilitt, lines part of this project the city will be upgrading both those lines in Xylon and i project will extend utties into the site and to each of the buildings. The watermain will be looped through the project site to provide the required watermain service and fire flows. it is anticipated that at least portions of the watermain and sanitary sewer lines within the property will be considered public lines and covered with drainage and utility easements. There are currently service lines in the area available to the property for electricity, natural gas, Ved i-tito Vte site as Dart of t Lush landscaping will be provided throughout the site welcoming visitors and encapsulating a f` f" feel. Street trees have been provided along the drives and the parking lot islands will be bermed with heavily planted shrubs, ornamental grasses and flowering perennials minimizing the appearance of the parking field. Along the main pedestrian spine from 42 nd Avenue North, a heavily planted planting bed will have ornamental trees, grasses and flowering perennials. The north property line has been planted with a double row of evergreen trees providing visual screening for the adjacent properties. a40Pr4 Wnt000d Prolmi.vol 5-ime. bre I Ae['14B / s A A A I. IVLYY C7Va L_ IY exwr®kms' I I .A w x®n...r rbatw d 3�. va T•a rva kp.. se I a al Lot Arm the SmM 77156 Jmf of IA. N.af I➢0 teal ®f Me Ww Hol/ of Me Nl Mmt o/ Me Nelb-I Ihlafe o/ Sedan to 70."+4 1f4 ReNw 7f. Hoe pk emeeeeNeeeeeeee C-Im M—f. Lof t. Wer* / mrk ®141,976:91 24R, w rano xm Let $ r mm - 54116.93.4 H. a 1.76➢ arra AN LOP l 1 ons � 743/46 .4• 1. Me reef 3 Rem' 0f the Smfh 10 Rods X! 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Wer* / mrk ®141,976:91 24R, w rano xm Let $ r mm - 54116.93.4 H. a 1.76➢ arra AN LOP l 1 ons � 743/46 .4• 1. Me reef 3 Rem' 0f the Smfh 10 Rods X! Me ft f Hdf v/ /he Nmthmf G-fe of the Nmihkmt 0 -Ir o/ Sed0n /a Tb -.MP 1/4 Rm90 71. H --ph Ik11k0 A vrw ® 1.777.61 1,111, 6037 em. CounPp NNn P F�ht o1 y mm ®37,1,14.67 .4 R. w r.5t9 nmw Bounkery 63a3D507 p. !f. a tA6% eam AND Mvf Pal el Me .f r/7 ➢/ h. NeMem1 1/1 0/ Me NwMml I/1 0/ seclkn /a 8b Ira 71. M-Wh Cmm1y1 H P4 ek➢ m Me [int R.e o/ mm aeebo5riekn vl v Pahl m 9mld Km I6S� t NmM erW ahm9 adtl Kw I the 5welheoXt renin f -M wbdh* ; ft— N°esf P"w to Me S.M the er .dd evbal'Wka 63.5 h.f: Phonal Sm/h peaYd to M0 ml R,. v/ edd wbdeuhf.e. 76500 MI Po Me SovM Kla flrwbC thmN Rbaf d.n➢ rok amrM lfn. f0 Me _M_f conn vl .aid to .ham: IPomm .NCM dmep the Wet Kee Meeer m Me nalhvml emnm of soW be9mk9; esrplh➢ MenNmn the NaIA 35a9D Ret.f X m-,tkgt Meekmn the %.fh 771581 f-9 -f the -I I feet IPC. Ihm0/ M the pokf 01 Call 48 Hoye b.f- ®!glhvc est or wllffitcom Cm.noe Gana MI.- ro y � I n I = I` II I I f� pI I I I I I �;7 I Lt' CS I iia :e I (37 CSI Kll I ( y I C7 .1 - 9. Me d me Mag acv / IM wkmx wear qq,, !M Pwm.ar sera. ii m. 9a >m ars Xw st I I I I I 's craw n �I f I I I �I I� CIVIL ENGINEER WESTWOOD PROFESSIONAL SERVICES, INC. 7699 ANAGRAM i"Vi� EDEN r; 1, • BRAUNINTERTEC 1826 BUERKLE - r, i TAST. PAUL, MINNE 1 —SCAPE ARCHITECT 1 WESTWOOD PROFESSIONAL SERVICES, INC. 7699 ANAGRAM DRIVE EDEN (952) 937-5160_ CONTACTSUTILITY MINNESOTA ONE CALL: 811 OR CALL 81 I.COM OWNER / DEVELOPER i 4 I� STOWN PARKWAY WEST DES MOINES, 267-2800 1 Jeff �I +i Christopher r i 651-604-4808 INDEX OF SHEETS C1 EXISTING CONDITIONS C2 CIVIL SITE PLAN C9 DIMENSION PLAN C4 GRADING, DRAINAGE & EROSION CONTROL PLAN C5 UTILITY PLAN C5 DETAILS i :d�rrl3 r•]I�TfI�i"KI OVERALLPLANTING PLAN L3 SHRUB PLANTING ENLARGEMENTS r r ffil Sallh 223L58 feet of the rl"t 190 root or the W Noir of 0. N'thaeat woiff of Me N"Oml of 5th. 14 r.-.bfp 114 Range 21, Ho -.FM c-fA Nun -I' AK9 riwi PEwl 5 Re* of Me South 70 ftds of 6. Vkt HOf of the Wlhoeof QAaW If the No'the-t C..Iw of Soollaa 'a 7awship Ito Ran" 21. H-Wj, C-tA im-ta I-ept read AND Not pwi of the VAwt ?A of the AWM-ot 114 If Na NWO"al 114 Of SOC"O' 14 to= TV8L Rona/ 24 N-ftv*- GWMX Nh. ga da-bod . —109 - the E-1 I'll 11 -11 AV&Wdh*'=' Se . fMOO 01-1 North fa Ma M" of 82. -w= f- V. sawh000f — or -to --baywofaw. th- w 3 loaf; fhww South parufle) to the .Zlotlne rd,=6Nm= FS&60 fed to the 5-th #k- Meeeat "O"oe net of "'.Z h Phe to the ver to the ..M -t told o-M-1 — of h ak" the W-1 Me Msver M. f 11 ffh'. pow! Of gg.,'p Me _lh Em _f to the _Meal _ or eaw aebafjf - Soulk 0-9 the met fib, lh= aft 23138 f M I , sat. 9, Zlft M -ft. the Narlh MaO foal. - aeO4PtJWl fh-"- IA. South -1 of - / "I ... ........ - ------- ........... . ........ ... . .......... . . 111 , NJ . ..• Lot A- = 311420117 sq. ft. Or 15.389 IA//W IW IP�Tr>>+A IAIr`^r I / /v ------------------------ ----------------- 1 ------ F) Th. V~ doh- 6 At& VA W Z) ff_ch I-A b . Speed 'Jr h —ta F.Nk Stpd Sam aouff:acat M -W or 4Z A -m W1 and IV - A— Mat% lb.fll. - 617-12 (N—fah MW) YM -dffg-d ul9Rrm A.- ho. b- &,-#ad k- AW — ead -bfig d..kq. mdw 7 9=lawr HOLM, mdlrgmLmd UlAWks ohm, coarprbe ouch uffiRlm h the r mlhw Pi=lr abo.b , ther db- -I —f that the -diag-d utAlff. Ao- - h ft -1 A-11- A,*~ dM -0 he dost -11f, Mat 11.), - wmfd - —Wy . P -a" ft- lhf-lk- mmbk the -I. haer not pbpkaly Amled Mew utiffilem (GWbw State One COW llaOaf ft141M2M.X EWAY fifts'o AAAI I I I VL- FV 1`7v1 vl7"I '_L. —90 Ldg, If Btfumhovr ti s"t pwpoeos par Doe IY&k5734142 Mom yO, SWM 22138 rw of Na flat 190 1-9 of the Weal Hail of ft AWO-1 Water of the Nath -1 0 -do' Are - 42.497.39 sq. IL - 0.973 ?he Eat a Rate or the s-th rD Pm, of the Met Hdf of the Aferthearl 0 -lar of Me Na ft -1 Q -tar A.. 1 14612.511 1* N. or 0.342 Door ?hot Raj of Me W.1 012 .1 the Northeast 114 of the t4orlhaeat F14 Area sq. 11. or 413 Daae Boundary - 6JASM03 sq. N. Or 14678 a - Lot Arev42,487.M sq. N. .0.973 I. i. Lot A- 73,612.50 ao ft. Or 0512 — i i�� f+ YA Lot Arev42,487.M sq. N. .0.973 I. ®2014 VANH,aa4 Pmfl llmal Nato W 1. ALL SIGNS. PAVEUENT MARKINGS, OTTER TRAFFIC CONTROL DE SHALL CON TO TME STANDAPGeS OF THE FlHWA MANUAL ON LN TRAFFIC CONTROL DEVICES (MUTC4 2. PARKING LOT SWEEPING BE 4' CODE YELLOW. TWO COATS OF PAINT VAIN AN APPUCATICN DE CLASS 6EAOS CGNTR OF /WITH XR MCNAL T TRACN FFIC MASS BREADS. ORN IN YELLOW (TCO COATS') $ ACCESSIBLE PARKING FRONDED PER ABA CONTRACTOR SHALL PANT THE INTERNATIONAL SYMBOL OF AC BIU7Y W EACH CLE ATE® ACCESSIBLE STALL IN BLUE BACK"" WITH YELLOW DER (TWO COATS OF PANT). CONTRACTOR SHNL PLANT THE 3 'NO PARKING' IN EACH ACCESSIBLE ISE ADJACENT TO AN 5981E !PACE IN YELLOW 5 MNNUM 12' IN HEIGHT. ~ ALL REQUIREED. NS GNCON ALL IE CASING EW LOCATIONS oome WHERE PCASINOST ISNOT PROTECTED BY CURB. S. AL STOP SCIS SINAL INCLUDE A 24' WIDE PANTW STOP BAR IN PANT (TCO GNATS) Atm CTH AN CAn1XN CE S LOGATED AT AL INE STOP SDN L®CATI- A YIN OP 4° ER_4 CROSSWALK. ALL STEN S STALL E%TEND 11 QRECTIONAL TRAISnON BETWEEN LANES TO TIE B. AL SIGNS SMALL BE BE PLACED 16' BEHIND THE BACK OF CURB UNLESS OTHERWISE NOTE). Ll Gmffal We NOW I' "O" MCK ND INEFORMATECS FON TMS PROJECT PROVIDED BY WESTWOOD pROFESUNAL SERVICES, INC. MEN PRAIRIE. MINNESOTA, MAY 22. 2014. 2. LOCATIONS AND ELEVATIONS or EXISTING TOPOGRAPHY AND UTILITIES AS BROWN am THIS AMO UTILITY LOCATIONS PRION TOACION STALL FIELD VERIFY SITE CONDITIONS XCAV R COONANY DISCREPANCIES ARE FOUND. TIE E 0 IMMEDIATELY. 3. REFER TO BOUNDARY SURVEY FOR LOT BEINGS, DIMENSIONS AND AREAS. 4. ALL DIMENSIONS ARE TO FACE OF QNB ON EXTERIOR FACE OF OULDNG UNLESS OTHERWISE INCYCE11. S. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCAWO/S OF EXITS, RAMPS. AND TRUCK DCKXM 6. ALL. WPB NASI SIAL BE 4.0 FEET (TO FACE OF CUBE) UNLESS OTHERRSE NOTES. 7. ALL CURB AND GUTTER SIAL BE 0612 UNLESS OTHERWISE NOTES. 8. THE CONTRACTOR SIAL BE RESPONSSUE FON PROVIDING AND MAINTAINING TRAFFIC CONTROL DEMO SIGN As BARRICADES. WARNNG SIGNS. COREAL S. AND LKiITS TO CON1RU. THE MOVEMENT OF TRAFFIC NECESSARY. PL ENT OF THESE DESHALL BE APPROVED BY THE CITY AND PRIOR TU PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONTO APPROPAATE MENDER STANDARDS. 9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE N ACCORDANCE WRH THE RECOMMENDATIONS OF THE GEOTECHUCAL ENGINEER. 10, CONTRACTORURING SIRUCTIW AND TAKETALL PRECAUTIONS NECAIN FULL ACCESS TO SSY ADJACENT0 VOD PROPERTY DAMAGE TO ADJACENT PRGPERTIES 11. STE URRIERc BRUNEI ON PLAm IS FOR TO LIGHTING PLAN PREPAY BY 07HERS FOR LIGHTING HTDETAILS ANENCE ONLY. D ER AND M TRIC& 1 6612 CURB t GUTTER 2 INTEGRAL CURB At WALK J FLUSH CONTE CURB i GUTTER 4CONCRETE DRIVEWAY APRON 5CRETE GROSS GUTTER 6 PEDESTRIAN CURB RAMP 7 ACCESSIBLE DW PEDESTRIAN RAMP TRUNCATED SES) B ACCESS LE PARKING LOGO. SYMPNG. B SIGNAGE I CRON WAN STRIPING 10TRAFFIC ARROW 11 PANTED STOP BAR Y STOP SIGN POW BASE 13 BOLLARD 14 CONCRETE WHEEL STOP 15 STANDARD DUTY IN NWS PAVEMENT 16 HEAVY DUTY BITUMINOUS PAVEMENT 17 CONCRETE SIDEWALK 10CON PAVEMENT 19 CONCRETE PAVERB 20 PERWWS PAYERS 21 SWERIAE IBIS RAGS 22 TIME CRAZE 23 RASED PLANTER 24 BENCH 25 UNDERGROUND STOW VAULT 26 CONCRETE HEAVY DUTY PAVEMENT SETBACK UNE EASEMENT LINE CURB AND GUTTER TIP WT CURB AND GLITTER POND NORMAL WATER LEVEL RETAINING WALL FENCE CONHEAVY DUTY PAVEMENT CON'TECME SDEWALK HEAVY DUTY snummaTEES PAVEMENT NORMAL DUTY NTUML4MB PAVEMENT NUMBER OF PSAKING STALLS TRANSFORMER SITE UCiTNG TRAFFIC SCK POWER POLE B / POST ID Site ent S ®'Wa'a,or .-a'l°`�°a , 1 w u� T OC - CITY CENTER 1 P.U.D. i I 551,072 SF.1$35 AC) Lm 1: Nato W 1. ALL SIGNS. PAVEUENT MARKINGS, OTTER TRAFFIC CONTROL DE SHALL CON TO TME STANDAPGeS OF THE FlHWA MANUAL ON LN TRAFFIC CONTROL DEVICES (MUTC4 2. PARKING LOT SWEEPING BE 4' CODE YELLOW. TWO COATS OF PAINT VAIN AN APPUCATICN DE CLASS 6EAOS CGNTR OF /WITH XR MCNAL T TRACN FFIC MASS BREADS. ORN IN YELLOW (TCO COATS') $ ACCESSIBLE PARKING FRONDED PER ABA CONTRACTOR SHALL PANT THE INTERNATIONAL SYMBOL OF AC BIU7Y W EACH CLE ATE® ACCESSIBLE STALL IN BLUE BACK"" WITH YELLOW DER (TWO COATS OF PANT). CONTRACTOR SHNL PLANT THE 3 'NO PARKING' IN EACH ACCESSIBLE ISE ADJACENT TO AN 5981E !PACE IN YELLOW 5 MNNUM 12' IN HEIGHT. ~ ALL REQUIREED. NS GNCON ALL IE CASING EW LOCATIONS oome WHERE PCASINOST ISNOT PROTECTED BY CURB. S. AL STOP SCIS SINAL INCLUDE A 24' WIDE PANTW STOP BAR IN PANT (TCO GNATS) Atm CTH AN CAn1XN CE S LOGATED AT AL INE STOP SDN L®CATI- A YIN OP 4° ER_4 CROSSWALK. ALL STEN S STALL E%TEND 11 QRECTIONAL TRAISnON BETWEEN LANES TO TIE B. AL SIGNS SMALL BE BE PLACED 16' BEHIND THE BACK OF CURB UNLESS OTHERWISE NOTE). Ll Gmffal We NOW I' "O" MCK ND INEFORMATECS FON TMS PROJECT PROVIDED BY WESTWOOD pROFESUNAL SERVICES, INC. MEN PRAIRIE. MINNESOTA, MAY 22. 2014. 2. LOCATIONS AND ELEVATIONS or EXISTING TOPOGRAPHY AND UTILITIES AS BROWN am THIS AMO UTILITY LOCATIONS PRION TOACION STALL FIELD VERIFY SITE CONDITIONS XCAV R COONANY DISCREPANCIES ARE FOUND. TIE E 0 IMMEDIATELY. 3. REFER TO BOUNDARY SURVEY FOR LOT BEINGS, DIMENSIONS AND AREAS. 4. ALL DIMENSIONS ARE TO FACE OF QNB ON EXTERIOR FACE OF OULDNG UNLESS OTHERWISE INCYCE11. S. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCAWO/S OF EXITS, RAMPS. AND TRUCK DCKXM 6. ALL. WPB NASI SIAL BE 4.0 FEET (TO FACE OF CUBE) UNLESS OTHERRSE NOTES. 7. ALL CURB AND GUTTER SIAL BE 0612 UNLESS OTHERWISE NOTES. 8. THE CONTRACTOR SIAL BE RESPONSSUE FON PROVIDING AND MAINTAINING TRAFFIC CONTROL DEMO SIGN As BARRICADES. WARNNG SIGNS. COREAL S. AND LKiITS TO CON1RU. THE MOVEMENT OF TRAFFIC NECESSARY. PL ENT OF THESE DESHALL BE APPROVED BY THE CITY AND PRIOR TU PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONTO APPROPAATE MENDER STANDARDS. 9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE N ACCORDANCE WRH THE RECOMMENDATIONS OF THE GEOTECHUCAL ENGINEER. 10, CONTRACTORURING SIRUCTIW AND TAKETALL PRECAUTIONS NECAIN FULL ACCESS TO SSY ADJACENT0 VOD PROPERTY DAMAGE TO ADJACENT PRGPERTIES 11. STE URRIERc BRUNEI ON PLAm IS FOR TO LIGHTING PLAN PREPAY BY 07HERS FOR LIGHTING HTDETAILS ANENCE ONLY. D ER AND M TRIC& 1 6612 CURB t GUTTER 2 INTEGRAL CURB At WALK J FLUSH CONTE CURB i GUTTER 4CONCRETE DRIVEWAY APRON 5CRETE GROSS GUTTER 6 PEDESTRIAN CURB RAMP 7 ACCESSIBLE DW PEDESTRIAN RAMP TRUNCATED SES) B ACCESS LE PARKING LOGO. SYMPNG. B SIGNAGE I CRON WAN STRIPING 10TRAFFIC ARROW 11 PANTED STOP BAR Y STOP SIGN POW BASE 13 BOLLARD 14 CONCRETE WHEEL STOP 15 STANDARD DUTY IN NWS PAVEMENT 16 HEAVY DUTY BITUMINOUS PAVEMENT 17 CONCRETE SIDEWALK 10CON PAVEMENT 19 CONCRETE PAVERB 20 PERWWS PAYERS 21 SWERIAE IBIS RAGS 22 TIME CRAZE 23 RASED PLANTER 24 BENCH 25 UNDERGROUND STOW VAULT 26 CONCRETE HEAVY DUTY PAVEMENT SETBACK UNE EASEMENT LINE CURB AND GUTTER TIP WT CURB AND GLITTER POND NORMAL WATER LEVEL RETAINING WALL FENCE CONHEAVY DUTY PAVEMENT CON'TECME SDEWALK HEAVY DUTY snummaTEES PAVEMENT NORMAL DUTY NTUML4MB PAVEMENT NUMBER OF PSAKING STALLS TRANSFORMER SITE UCiTNG TRAFFIC SCK POWER POLE B / POST • PROPOSED SITE ID Site ent S ®'Wa'a,or .-a'l°`�°a 170,X83 SF. (25.0 w u� • ENSTNG ZONINS OC - CITY CENTER •PROPOSED ZGNNa P.U.D. •PROPERTY AREk 551,072 SF.1$35 AC) Lm 1: 444.937 SF. 10.21 AC) Lm 2: 56,147 SF. (1.25 AC) Lm 3: 78.511 SF. (1.60 AC W7LOT A 4277 SF. (0.05 AC) • EWSTWG SITE Hy -VEE X 0: PERVIOUS SURFACE 67,626 SP. (11.7 IMPERVIOUS SUVACE: 514,046 Sr. (m.A • PROPOSED SITE 1 SPACE/200 �. (6/1,Q00) LOT 1: PERVIOUS SURFACE: 170,X83 SF. (25.0 IMPERVIOUS SURFACE: 334.084 SF. (75.0X} Lm 2: PERVIOUS SURFACE: 15,7X1 SF. (28.1X) INPERWOUS ACE- 56 40.3SF. (71.9X) Lm PERWOUS SURFACE 69.658 SF. (66DX) IMPERVIOUS SURFACE: 8,655 SF. (11.2X) OVERALL TOTAL' PERVIOUS SURFACE: 196.290 SF. MGM) IMPERVIOUS ACC 363.305 SF. (78.00 BUILDING CROSS SZM107.100 W. Hy -VEE X 0: 90,Eb0 S. NY -IEE OAS: FUTURE NY -IEE EXPANSDN: 4.50 S'. 12,E SF. PRIME RETAIL/CEHCE: 12.60D SF. . PARKING SPACES/ORIVE TWO WAY AIME 225' (MIN.) ONE WAY A NC 1B (NUN.) 90a PARKING STALLS 19' (WN.) 80® PARKING STALLS: 165' (MIN.) • CITY PARKING RATIO REQUIREMENT: RE 1 SPACE/200 �. (6/1,Q00) RESTAURANT W/ U 1 SPACE/°A 11 (20/I, jj C-SME/CAS STATION 5 SPACES A 1 SPACE/Z00 I (5/1,000) OFFICE 3 SPACES k 1 APACE/.IOO (33/I,DW) HY-VEE FOOD S (64Kf OO 420 SPAS NY -VEE REST. W/ (6K )T20 S.GES ITV 1r GAS (544.x/290] A [7290/3901 26 �AQS 42 SOAOS RE TOTAL SPACES REQUIRED°. 657 SPACES • PARKING PROM HY-VU FOOD MAE A, ROT. 451 SPACES (60/1.00D) HY-WEE CAS 31 BPACES (6.9%I,WO) RETA0./OFIBE •• ®ACES (68/1.00D] IOTA. SPACES PROVIDED: BES SPACES (63/1,000) • BICYCLE PARKING T RACK/40 VEHICLE SPACES 4565/40 - 15 RACKS) . BICYCLE PARKING PROVIDED: 15 RACKS A 4' DWSIE YELLOW LANE STRIPE (TVP.) BC YEE= DIAGONAL STRIPE C NATCN EBS'RNC CURS • CITIES D MACH EXISONG PAVEMENT E MATCH EXHSRNG CONCRETE OR DRIVE) F AIR COMPRESSCIR G CONCRETE FLUSH VAIN PAVEMENT H SANTA, MATCH EXISTING BITUMINOUS IBITUMINOUS PAVEMENT NORMAL DUTY J STHEDHWS PAVEMENT HEAVY DO - K CONCRETE GREWA.K AND `IGNITING (REFER ARCH. PLANS) L CONCRETE PAVEMENT (SEE STRUCTURAL PLANS) M 10" TRANSITIONTO FLUSH N STEPS AND MANDRAL (SEE ARCH. PLANS) 0 PLANTED AREA P TRASH UtCLORM 0 HENCE R pnm Slag SMONUMSINT SON CDP 3) T MONLWW SIGN (LOT 2) IIITRANSFERRER SWATCH PAD VTRANSFORMER PAD W PATIO %SCPEM WALL [SEE STRUCTURAL PLANS) YLOADING DOOECI Z EM"C ON CTE CURB AA EXISTING CONCRETE PAVEMENT AS EXISTING LIGHT AC EXISTING SIDEWALK AD EXISTING TRAFFIC SIGNAL AE TE HEAVY DULY PAVEMENT AF UGHT LOCATION AS AMEMSTAN MAGESTIC FENCE AH MENU BOARD A INTERCOM AJ HEIGHT CLEARANCE BAR AN FRE LANE AREA A FUEL TANK AM FDG LOCA1'90J AN CHAT CORRALS AO'CAR-_SIDE PICKUP PARKING ONLY SIGN AP USITYS AO ROW TTY UMTS AR TRASH RECEPTACE AS MASH/ASN RECEPTACLE 'A ��.... SE, /_'_____ / ' -- Ll i v! -_ ............. MIR BLOCK I HY-VEE FOOD STORE t 90,OW SF 10,190! 451 STALLS ri tt�%,fi LOT I switw 12,5W SF EXPANSION 46 STALLS 0 =a Legend Enowm PROPERTY LINE SETBACK LINE TIP OUT CURB AND CUTTER POND NORMAL WATER LEM0. RETAINING WALL FENCE CONCRETE HEAVY DUTY PAKM CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAYMEM NORMAL DUTY GITUMI OUS PA NUMBER OF ARKING STALLS TRANSFORMER TRAFFIC SIGN POWER POLE �3A 02014 Wgt,wd PmfNIoV I SAM"'. Inc. c `+..... ... ..... r .._ _® ..® .®.. �. _ - ..... .. ,r N � . A I a ( PRRTY LINE r t\ M { -Oft- r Ar c `+..... ... ..... r .._ _® ..® .®.. �. _ - ..... .. ,r N � . A I a ( Grading Notes 1. LOCATIONS ANO aEVAWU NS or EXISTING TOPOGRAPHY AND UMUDES AS SHOWN ON INS PLAN ARE APPROXIMATE, CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR 70 EXCAVATIONCION THE ENGINEER SHALL RE NOTIFIED IMMEDIATELY Or ANY DISCREPANCIES ARE FOUND. 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND BMERSIOKS GE VISOBULE, SLOPED PAVEMENT, ERY PORCHES, RAMPS. THICK D tNTEdSE NO dNEN9ON5. EXACT BUILDING U7Ntt EN L A .ANO THINS AND NUMBER or DOWNSPOUTS 3. ALL EXCAVATOR SHALL BE IN ACCORDANCE NTN THE T W70 OF ®STANOANGFICATIONS PONT N WENCH EXCAVATION AND BACKFILLAIX RMCRAIUN' AS PREPARED BY THE CITY ENGINEERS ASSUMPTION OF MINNESOTA. ®. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FAIR INCHES OF TOPSOIL AND SOU OI SEES. THESE AREAS SHAM BE WATCHED UNTIL A /EALTNT STAND CE GRASS 15 OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TNF ESTABLISHMENT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROWNNG AMD MAINTM41NG TRAFFIC CONTROL DEVICES SUCH ASS , WARNING SIGNS. RO NAL SIGNS, FL EN AND LIGHTS To CONTROL THE MOVEMENT GE TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY NE E14MEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL ONFORM TO APPA ATE MNOOT STANDARDS B. ALL SLOPES 94AL BE GRADED TO 3:1 OR FLATTER. UNLESS OTHONSE INDICATED ON THE SHEET. 7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS NTHN UMTS OF GRAINIS AND PROVIDE A SMOOTH FINISHED SURFACE W7H UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ME SHOWN OR SETVEEN SUCH PUNTS AND ENSNG GRADES. 0. SM ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS A GUTTER FLOW LINE UNLESSOTHERWISE NOTED. PROPOSED CONTOLATS ARE TO FINISHED SURFACE GRACE. S. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS 10. CONTRACTOR SHALL D W ANY EX SOL MATERIA. THAT PARTS AFTER THE BTE GRADING AM UTILITY CONSTRUCTION IS COMPLETED. WE CONTRACTOR 94ALL DISPOSE OF ALL EXCESS SOIL MATERIAL N A HAAER ACCEPTABLE 10 THE OWNER AND THE REPAA71NO AGENCIESS, 11. CONTRACTOR SINAL PROVIDED A STRUCTURAL RETAINING WAR. RESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12. A1. CONSTRUCTION SHAM CONFORM TO LOCAL STATE AND FEDERAL NINES HICLUDDIS, THE NATIONAL POLLUTMT USCIIARCE ELIMINATION SYSTEM (HADES) PERMIT PROCUREMENTS. PRIOR TO PLACEMENT OF MY STRUCTURE ON PAVEMENT, A PROW ROS, AT PRRTY LINE - LOP LINE -Oft- r INDEX CONTOUR ..........., ..... j942— INTERVAL CONTOUR --....-...._ . _. CURB AND GUTTER ..._.. ... _ _... — ... —POND NORMAL WATER LEVEL EMBANKMENT MATERIAL BENEATH BUILDINGS AND STREET OR PMRN6 SILT PENCE STUN SEVER H. ► FLARED END SECTION (NTH RIPRAP) ._..._.., ..... ._ _—H— WATER MAN METHOD AS WTUNEO N N T 2105.51 AND WE REUAREMENTS OF THE SANITARY SEWN RETAINING WALL Grading Notes 1. LOCATIONS ANO aEVAWU NS or EXISTING TOPOGRAPHY AND UMUDES AS SHOWN ON INS PLAN ARE APPROXIMATE, CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR 70 EXCAVATIONCION THE ENGINEER SHALL RE NOTIFIED IMMEDIATELY Or ANY DISCREPANCIES ARE FOUND. 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND BMERSIOKS GE VISOBULE, SLOPED PAVEMENT, ERY PORCHES, RAMPS. THICK D tNTEdSE NO dNEN9ON5. EXACT BUILDING U7Ntt EN L A .ANO THINS AND NUMBER or DOWNSPOUTS 3. ALL EXCAVATOR SHALL BE IN ACCORDANCE NTN THE T W70 OF ®STANOANGFICATIONS PONT N WENCH EXCAVATION AND BACKFILLAIX RMCRAIUN' AS PREPARED BY THE CITY ENGINEERS ASSUMPTION OF MINNESOTA. ®. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FAIR INCHES OF TOPSOIL AND SOU OI SEES. THESE AREAS SHAM BE WATCHED UNTIL A /EALTNT STAND CE GRASS 15 OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TNF ESTABLISHMENT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROWNNG AMD MAINTM41NG TRAFFIC CONTROL DEVICES SUCH ASS , WARNING SIGNS. RO NAL SIGNS, FL EN AND LIGHTS To CONTROL THE MOVEMENT GE TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY NE E14MEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL ONFORM TO APPA ATE MNOOT STANDARDS B. ALL SLOPES 94AL BE GRADED TO 3:1 OR FLATTER. UNLESS OTHONSE INDICATED ON THE SHEET. 7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS NTHN UMTS OF GRAINIS AND PROVIDE A SMOOTH FINISHED SURFACE W7H UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ME SHOWN OR SETVEEN SUCH PUNTS AND ENSNG GRADES. 0. SM ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS A GUTTER FLOW LINE UNLESSOTHERWISE NOTED. PROPOSED CONTOLATS ARE TO FINISHED SURFACE GRACE. S. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS 10. CONTRACTOR SHALL D W ANY EX SOL MATERIA. THAT PARTS AFTER THE BTE GRADING AM UTILITY CONSTRUCTION IS COMPLETED. WE CONTRACTOR 94ALL DISPOSE OF ALL EXCESS SOIL MATERIAL N A HAAER ACCEPTABLE 10 THE OWNER AND THE REPAA71NO AGENCIESS, 11. CONTRACTOR SINAL PROVIDED A STRUCTURAL RETAINING WAR. RESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12. A1. CONSTRUCTION SHAM CONFORM TO LOCAL STATE AND FEDERAL NINES HICLUDDIS, THE NATIONAL POLLUTMT USCIIARCE ELIMINATION SYSTEM (HADES) PERMIT PROCUREMENTS. PRIOR TO PLACEMENT OF MY STRUCTURE ON PAVEMENT, A PROW ROS, AT MINMUM, TILL BE REWIRED ON THE SUSGRADE PROOF ROLLING SILL. HE GRAIN TRE AcCompuSHED BY MATING MINIMUM GE 2 COMPLETE PASSES NTN NILLY -L T M -AXLE UMP TRUCK. OR APPROVED EW M, N EACH OF •- - - BREAK UNE THE INDEPENDENT TESTING LABORATORY. AREAS OF EXCAVATED AND REC AS SPECKED HEREIN. f g i GRADING UNITS EMBANKMENT MATERIAL BENEATH BUILDINGS AND STREET OR PMRN6 WD W WIARlIl ROCK CONSiRUITON ENTRANCE AREAS SIAL BE COAPAC'EO N ACCORDANCE RAW THE VEOFFO MEMORY am EROSION CONTROL BLANKET METHOD AS WTUNEO N N T 2105.51 AND WE REUAREMENTS OF THE _Em TURF T MAT E„• -M ww jum SPOT ELEVATION L GROW. JAIL FLOW DIRECTION mmuntRNLI W Y TOP AND BOTTOM OF RETAINING WALL 1 w SS F. EMERGENCY dEWRENCY OVEREI.OW Typ Turf Profile MERU O.—If SOL TING LOCATION Fool . ... 0 INLET PROTECTION Grading Notes 1. LOCATIONS ANO aEVAWU NS or EXISTING TOPOGRAPHY AND UMUDES AS SHOWN ON INS PLAN ARE APPROXIMATE, CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR 70 EXCAVATIONCION THE ENGINEER SHALL RE NOTIFIED IMMEDIATELY Or ANY DISCREPANCIES ARE FOUND. 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND BMERSIOKS GE VISOBULE, SLOPED PAVEMENT, ERY PORCHES, RAMPS. THICK D tNTEdSE NO dNEN9ON5. EXACT BUILDING U7Ntt EN L A .ANO THINS AND NUMBER or DOWNSPOUTS 3. ALL EXCAVATOR SHALL BE IN ACCORDANCE NTN THE T W70 OF ®STANOANGFICATIONS PONT N WENCH EXCAVATION AND BACKFILLAIX RMCRAIUN' AS PREPARED BY THE CITY ENGINEERS ASSUMPTION OF MINNESOTA. ®. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FAIR INCHES OF TOPSOIL AND SOU OI SEES. THESE AREAS SHAM BE WATCHED UNTIL A /EALTNT STAND CE GRASS 15 OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TNF ESTABLISHMENT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROWNNG AMD MAINTM41NG TRAFFIC CONTROL DEVICES SUCH ASS , WARNING SIGNS. RO NAL SIGNS, FL EN AND LIGHTS To CONTROL THE MOVEMENT GE TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY NE E14MEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL ONFORM TO APPA ATE MNOOT STANDARDS B. ALL SLOPES 94AL BE GRADED TO 3:1 OR FLATTER. UNLESS OTHONSE INDICATED ON THE SHEET. 7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS NTHN UMTS OF GRAINIS AND PROVIDE A SMOOTH FINISHED SURFACE W7H UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ME SHOWN OR SETVEEN SUCH PUNTS AND ENSNG GRADES. 0. SM ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS A GUTTER FLOW LINE UNLESSOTHERWISE NOTED. PROPOSED CONTOLATS ARE TO FINISHED SURFACE GRACE. S. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS 10. CONTRACTOR SHALL D W ANY EX SOL MATERIA. THAT PARTS AFTER THE BTE GRADING AM UTILITY CONSTRUCTION IS COMPLETED. WE CONTRACTOR 94ALL DISPOSE OF ALL EXCESS SOIL MATERIAL N A HAAER ACCEPTABLE 10 THE OWNER AND THE REPAA71NO AGENCIESS, 11. CONTRACTOR SINAL PROVIDED A STRUCTURAL RETAINING WAR. RESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12. A1. CONSTRUCTION SHAM CONFORM TO LOCAL STATE AND FEDERAL NINES HICLUDDIS, THE NATIONAL POLLUTMT USCIIARCE ELIMINATION SYSTEM (HADES) PERMIT PROCUREMENTS. PRIOR TO PLACEMENT OF MY STRUCTURE ON PAVEMENT, A PROW ROS, AT MINMUM, TILL BE REWIRED ON THE SUSGRADE PROOF ROLLING SILL. HE F AcCompuSHED BY MATING MINIMUM GE 2 COMPLETE PASSES NTN NILLY -L T M -AXLE UMP TRUCK. OR APPROVED EW M, N EACH OF 2 PERPENOMLAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECSM OF FAILURE SNAIL IE f THE INDEPENDENT TESTING LABORATORY. AREAS OF EXCAVATED AND REC AS SPECKED HEREIN. f g EMBANKMENT MATERIAL BENEATH BUILDINGS AND STREET OR PMRN6 d� AREAS SIAL BE COAPAC'EO N ACCORDANCE RAW THE VEOFFO MEMORY - METHOD AS WTUNEO N N T 2105.51 AND WE REUAREMENTS OF THE GEOTECHNICAL ENGINEER. EM BA APHSAENT MATERIAL NOT PLACEDN THE BUILDING PAD. ST 1D PARKING AREA, SHALL BE COMPACTED N NTH REHAB TS OF THE ORDINARY COMPAC710M NETNW AS OUTLINED N MNDDT 2105.52 AL SOILS AND MAWAINIA TESTING SHALL HE COMPLETED BY AN INDEPENDENT CX'A7ECMICAL ENp EXCAVATION FOR THE PURPOSEGE REMOVING UNSTABLE OR UNSUITABLE ASKS SHALL BE AS REOURM IW THE TECHNICAL ENd THE CONTRACTORSHAM BE RESPONSIBLEFOP COORDINATING ALL REWIRED SOUS TESTS ANO INSPECTIONS NTN THE CEDZCHMICAL ENGINEER. 1. SILT FENCE WALL BE INSTALLED ARGUING STE IN ALL FILL AREAS AND LOCATIONS WHERE TC WATER RUNOFF MAY LEAVE THE S. PRICE R ANY EXCAVATION N ACBWTIES. 2. ROCK CONSTRUCYTow ENTRANCE WILL BE INSTALLED AT ALL CONSMUNIN ENTRANCES. 3. SILTATION AND EROSION CONTROL: THE CONTRACTOR SHAM ASSUME COMPLETE RESPONSBUTY FOR CONTRdLNG ALL SILTATION AND EROSION OF THE PRO.ECT AREA THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT UNITED CATCH BASIN NSERTE, BOX CONSTRUCTION ENTRANCES ERCONTROL T.. AND SILT PENCE CONTROL SHALL COMMENCE WITH GRADING AND C M E THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE BY THE OWNER. THE CONTRACTOR*) RESPGRSNIUTY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO (VENT EROSION AND THE DEPOSITING OF SILT. THE OWER MAY DIRECT THE CONTRACTORS METHODS AS DEEMED ET TO PROW PROPERTY AND mmmyURGHTs. ANY REPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR N ERSONG BT DESIGNS NN BERMES SIAL VE REMOVEDAFTER EACH RAN AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER. ALL AT INE EXPENSE OF THE CONTRACIDIL ALL TEN Y EROSION 9HAL WE REMOVED BY THECONTRA= AFTER THE NSF IS ESTABUSHOL A. CONTRACTOR SWM INSTALL TEMPORARY INLET PROTECTION (WNW OR EQUIVALENT) ARGUING ALL CATCH BASIN GRATE INLETS, AFFECTED BY TNS CONSTRICTION. 5. ALL DISTURBED MEAS SHALL NATE TEMPORARY PROTECTION OR PERMANENT COVER OWN "'POSED SOL AREAS IF NOT BEND ACTIVELY GRADED WNN SEVEN (7) DAT. B. FOR AREAS WTH ALONE OF V.1 OR GREATER. RESTORATION PATH SM DR WOOD FIBER BLANKET 15 REWIRED. 7. PUBLIC STREETS USED FOR HAULING SHALL BE REPT FREE OF SOIL AHA DEBRIS STREET SWEEPING SHALL BE COMPLETED DAILY. llJ GRADING, DRAINAGE EROSION CONTROL ......................... v i CSN 48 wow• be— •ieVMW: REVISION . 4„ ......................._ 811 or ctb1611.com •N�°^^�^ ,2014 W■■t•oo0 ProfmVi 9I Su•i—, M -- C-- G,..• AN General el Utility Notes ® „,,._ _.._•�-_ _ a-�' - _- 1 f. THE COPoTRAGTOR 15 SPECIFICALLY CAUTIONED THAT THE 6d'AYOR AND/OR rr•■0i■.r ��^.�t.� ®sem+m"�._.'-"- _______________ _ BASED _____________ I ELEVATION EXISTING UTILITIES AS S10WN ON THESE PLAN ARE -.... ,. IY 59rY ____-" _ ...... SETH VARIOUS ...._.. .... - r F @ I._._.,r.._..... --•13' n ... r.• -- ._.. _ CONSTRUCTION AND NOTIFY TIS OWNER OR FORMATION SMALL N d0 •a .. Tr — R.lO3 — _...- — -- . -- .._- . 5■YI 11 MEASUREMENTS BOORNC EP 7 TO 1M COI : PLETE.NTE CORTRACTOfl SHALL NTWY nd-rW - ..-. 16r- ORNYITBE 41M6Aq - - : •. Isrrl'r OF OSCREPANCE . .. -, AE.mia• � ENGINEER 5 I IErv•r.•• • n• .. ® N 1■ . I _ _ _ _ I ;' 2 SANITARY MINNESOTA STORM SEWER AND WATER MAN ORDAWTIATH . ...,, _-___-__-_,._ -_ _-- SHALL BE PER MINNESOTA PWMBINC COPE AND IN ACCORDANCE PATH THE ON OF 'STANDARD S■Nw 30 : �'�..� - . a' IF'•9co-OR WATER MAIN AND ______ ____ II .. ._. ! __.. _.__. II _.... i - , SEQURN�TLINE'INSPALLATIXI µ SANITARYCASENIESRFN� 5TMrA ' r -®m •3 I .. ___-__-__- 1 I 1 1 INSTALLATION' AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF ,,A IE .9D148 0 )• r �y5-._______________ ____ _� �r I --, Ih��U NI TA. I raT y I .. ..... ....^„Y.m•••.-- � :-.,. y�_ • � I i__, II.• �$ E �I [ I 1 A PRIG TO CONSTRUCTION, THE CONTRACTS SNARL OBTAIN OR NECESSARY WRWFY I- P. c •r �N BT ^ T I M}IR• I pA�I II I 1 4 IRII" ° f �•xqY 0.W1.� II I ` FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED W WWFY o ,I I VISMFED THE DRIVEN N ENGINEER THAT PERMITS HAVE BEEN TINED. wL1 (NATE W'DP CITY FOE I ' • I 1 + I� • ` 1 I 07HER FEES SMALL BE THE RESPONSIHE OMEBLITI' O' THE CONTRACTOR UNLESS OTMFAWSE ARRANGED WITH THE OXN�. EXACT I. S2E OF TI °.I I„IY w•-� II 9 p O R-M0.w L__:_' 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS (� E1GCT LOCATION 57CNN SEWER 'MA'r VY.1. BE C •.� g • .I ❑ • E- i t I RAM 71WCX BOWS, PSE BUILDING INSTALSTORM SE ER PARE O' 4B'01 !:. S n ',I, F'-------'-•”---?-'� I 1 AND DIMENSIONS a DOORWAYS' P5, AVE NOEDH PR w I I w _ DIMENSIONS AND EXACT BOLDING UTUTY CONNECTION LOCAIKAIL Ir^ yy-1 + , -I L ' I y F i o -v -i Zvi �vvi i = I I T ( 5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED N ACCORDANCE WITH THE •.j L . '1 D ® I 1 F° I vi 6®I e,•�'� a 1,._-�1 SAECIFTCATIO/S OF THE APPROPRIATE UTILITY COMPANY- THE CONTRACTOR I L ''.v II :I SHALL COORDINATE THE SENNFE LME CONSTRUCTION MTN IME UTILITY ® I ® I j nMrt NO) V u¢ -{I I COMPANIES. f �' ! I . J" •`•r/ I I 6. CONTRACTOR SMALL OBTAIN ALL NECESSARY CRY PERMITS FOR UTILITY g•, . j•P. • I • 1 CONNECTIONS, O AND UTILITIES SHALL BE HOURS P AND BY THE I, I. ►g'+.`t„ P 1 Irt+l1� NTY. H THE UmITY CONSTRUCTION SBI�iION OR 45-HOURS Y R WMm TESTING. CONTRACTOR P P P _ I , SHALL 007 OPERATE. INTERFERE WIN. CONNECT ANY RIPE OR OWE T0. f .. al : "- LJ .. . 'r 'Y `•.. ' • • •. • TAP ANY WATER MABH BELONGING TO UNE CITY UNLESS OXY I •1 AUTHORIZED TO 00 SO BY THE CITY. ANY ADVERSE CONNSEWENCES,OF THE ..'"/ .... - f '.vl• } - - 'TNA-'$ SCHEDULED UNSCHEDULED DISRUPTIONS Or gRNa Y I CLT LJ-- .. 1 p' TO Ti PESPOU O ML CO+TRAL'NN. /1 r� 4: li I I i f y T ARE APPROXIMATEALLING � 5 W MiNNGTNS. ALLOW FOR A.. 1 ..' • . i -toj 'MnB •� I DEFLECTIONS ACRE REQUIRED. THE JOINT DEFLECTIONS SHALL NO' EKED • rI TIONAL PIPE WHEN 6 d� .� - ... ^ . GIA! • IE-mSAo HY-VEE FOOD STOW, !. a. •� `® I ' S` ® j. THE MAXIMUM RECOMMENDED BY TUE PIPE MANUFACTURER OR BY LOCAL ........,� 90000 $F I Iv •N N' ; �j - :. QI ® mmc SPEOITCATIONA FITTINGS REQUIRED TO CONSTRUCT WATER MAIN . ' i jj ' : !�! Z SMALL BE INCLUDED IN WATER MAN CONSTRUCTION. P . IHIM 451 STALLS •Q......... ....._. _ _..._.... rY® 18 I .:•s'. lW—T 5.0(9.000 r 1 •� I 'L jy_-� W i ® I I¢, s_i r 9j m' ' B. PROVIDE WATER NAW THRUST RESTRAINTS PER CITY STAROARO II I K.mSA �,'______-_ 1 REOmEMEN15. * L r 1 = I - p i o U. A MINIMUM VERTICAL SEPARATION OF 1B INCHES IS REWIRED AT ALL n - -- -- ---r .® d I WATER MAIN CROSANGS MM sAH1TMr SEWER sTORN SEWN. Ns 1 TERMINATE S OUTSIDE BU16D•1e PULL uNlE55 10. OTHERWISEOWN OR NOTED. pGE' }pa ..... _ .'� __. _ L ; •' 00 , .• - - I i' •• nEd ®4::. E 91, ALL MATERIALS SHALL COMPLY WITH IN �OUMEMENTS OF THE CITY. 000 •P ® .... ..... _ .. N I IN OL 12. ALL WATER LINES SMALL BE PVC C �........_. . ..... .. ....,-...,. .....,"•.�.}5A fEI .'1g@. •`-. : • BLWx6Y N.r .. ®a T N \ !'.., HI r_�_,®• -900 WRAPPED IN POLVEIHMENF. NS' NINWUM COVER. PROVIDE YIN SPAR•fl(OF FROM SANITARY SEVER tSPORM R INSULAE WATER NMB LESS SS-yy F �Ag W TB' 111 THAN 6sOi COVER. ej I & t F' •: •1; , '.,I j I I • • % I • IJ. i °'9� VR ( s I .-II •` II .. ,•Yr -II! I _.•.II -•®_' '®'.•®• •i• II I ON SHALL BE STYROOM NI BRAND 35 OR EQUIVALENT, WITH 4INCHES OF THICKNESS. 11. SAITARY SEWN PIPE OITSOE THE BUILOINCENVEL� SHALL W __-_._- POLYVINYL CHLORIDE (PVC) MR 35 OR 26. � 25 IS �WWE9 FOR '-"'• II ! ° ® ® �. �" yD ! VVIV,I of )_YIi 2 I ^- I ITEMS CREAMER THAN IS FEET. SANITARY SEWER PIPE WIMP L 80. STORM sENER PIPE MAIL HE REINFORCED Co. PIPE (am FEET OF I ; I _ Bull AND UNDER FWTN(M RPE SMALL BE PVC SMF7IUIE 9 0 {I -�y u a I, IL -Il Imo..! I Y I pl N99FMa1 d' I 90. Pik PPE DIAMETERS 8' AND SMALLER. CLA.•i. 3 F R PIPE EXAMINES 21' AND 4 .I I LARGER UNLESS 01HERMSE MOTTO) HIM R-4 GASKETS. OR S ST 1�5W SF EXPANSION ? I ' �• ' I - 1 SEWER RPE PLO AMD BY THE CITY. NOPE STORM PPE SMALL MEET f I I REQUIREMENTS OF ASN F2648. PIPE SHALL BE WATER TIGHT MCORDMG P _ Y ■ .61". •I ` 48 STALLS ' R.®w.r I ' I I . I Q• 1 . i - : ; • I TO ASPM D3292 REQU�]MEMTS. SEE PLAN F LOCATIONS WOE RUP R !• I 4.7j1°000 I f �". ,6• PNC r 4 I `•. I REE ., Pit STOP SEXIER PPE SIAL 0E SCHEDULE N - . BARED j . IY■TM, NY 6m 4m A END SEGTOdS SHALL BE ROP WTI1 TRASH GUARDS t WP RAP. L R:F. I_• •!; I• ' -.-______r_____„ - ® I ; 4 1 p -(w -- - --�_ -�'!I }• V CLI® I • + • -.. I. g >mIVQ 4=GP �" 31 _ �ANIVSNI I H■'IuM.rU Mw F I E�ior I 16. POST MCATOR VALVES SHALL BE CLAW f-5750 (OR EQIVALVIT) YFBTNG AWWA STANDARD FADE AND CITY STANDARDS. VALW W NYE RESIDENT GAZE VALE. POST T9 BE "STABLE -. T ..g.• 1 ., __•-- _•: + w .;.. I 1 . I AIOE . ,CE FORMECHANICALFEET WANE SHALL F B FEET WATER MAIN PTI. THE ELECTRICAL ALARM 5WR01 SHALL BE t al a 5.,i : •' f&T OATA1 t4W t_ SAY 5 I i i EOJ MEAT} N IV PART Q PON52 (OR qq A II �^ 't d■rA4 �yA1 ON Min T'v�x ___ __ •Y JE®•84P------.___ __-•'.! - ✓�`9T�ID .. _ .. 0° . RFrmar 1 � � F i 1 AFTTHEER CONSTRUCTION 6 {AAPIETFD, THE C PRHACTOR SHA: VIDE 7• 7NAS-81.11® YR 111 CTAL CHµQS ._. 1 ,f.. L•_ ------- ¢. - PNc '" _ — ' — — ' '- '4-" •. "uNY ..AS-BUILToWN91WALI. NCLUAND LENGTH Mss ENGIw1ET11A OWNER •^ ' _ _` �--'• � -- -- � �v-----------J �'A - ary CONTR - PLAN NSR CON EL wM O TED. ELEVATORS IS WNW. .. r - ' _i_ J�li-i-+ - I - - _ •',I OST -C A VAIN POST -CONSTRUCTION rj 1 •sAeRxpr'NAN'iWAT WLd•912 ....... ........ ♦.`; _ -...........-. .._.„.... F. T+Q_. .••_. ___ ... •.,: .. . . -MANVSETAILILDYHAT$RDpA£BC]P. �"' ..• 1_. -_•_ ;._ ir I'J IN ERTY INE .._ .,, _' •• . ... _ ::.., _ • IAT LINE__"_ _.._________-EASEMENT I LINE CURB ANDGLITTER n • SANITARY SEWER 6b {M4R EH•. ►Ip lm•.6 W• e• c•sw;; Piw PIP• RImIH-11n lM8 "m3 ..-' . FM SANITARY SEWER FOC MAN 570PoN SEER N0. Y • IM.. T % I. 1 a F U•w _ _ WATER WAIN ■ CWMN IW M■W4nD • •A5 MOLT r R1p •SCOT ■91p •91r •90.0 •910 O1L■I ■ •920 0 •Mir 020 ; .. �1�� HYDRANT E 0 COYN OYN gr R4WB6/0 90 O.M SCOT ■■ wY 4■` R•9N■SPG 99 ■.r 89.r 11 Wm H0.r •H,P N9.r •99.0 W •99.0 19 mlr 094w •19A■ �, : ". - r' .., ........_. ............_ �W— GAS 91 WMX ®■' R9®W6J0 91 •.M 190 r 09■N •99.r ' - QUND ELECTRIC OHO. u�' ©[b17�irFl4 ��l .T.'�WERIZ 7A� ...- Em mogi� mi ormn 151 /iii,,.::, Sml i— Inc. ACCEPTABLE FILL MATERIALS: RMTECH M 500 C MBERSYSTEMS ENOTE. GTdON FPMW48 SPATE: L TY�6%T€® t8 19NATI�Bf I� TKKiGO3'AY.BNE RN6fMb4C dW841®.AfWheM.FOP. le eeEAN,cNu ,aa naae+.sNmNuslaTm�•. NYa tae OPEN 0 .STOIYMPECN NbIRE NIEMETfOPi'LOtaYNBn MAR"d 8d 2NAN KTER%IaeE mFmcTOA TL8YIN6i 1®®£N51fYR-. MIfiN NYamPCBaRM kRaN^•4 1v'ETa TNB il4ACOV YW4RAN TE WN MC -4500 ACCEPTABLE FILL MATERIALS I ^13:ix4iH 0 INRLTRATION VOLUME REOUIRED=0.777 ACRE-FEET VOLUME O RIO. 0(M0.797 ACRE-FEET TOTAL VOLUME SYSTEM-1.3BO ACRE-FEET STORMTECH MC -4500 2 ROT15 O 50.1 LF (I. CHAMBERS) 9 ROW O So LF (S9 CHAMBERS) aw. re u a.€xurN aY mss raE mcwa voc EOwY C •rr IS .; ; [100 mm] SCHED 40 SCREW-IN CAP CONCRETE COLLAR 4` [100 mm[ SCHED4O PVC: 4' [100 mm] SCHED 40 PVC COUPLING 4"[IORm -4 SCHED 40 PVC [203mm] Ij t 6 rOft 4.5-1114 mm] 0 HOLE IN CHAMBER (4 5" 1114 Rm1] HOLE SAW REQTJ) I II ;I I ANY 1 C1F(2)VALLEY L TI CONTAINING STIFFENING RIBS gQMECTlQN DETAIL Rm M04500 INSPECTION PORT DETAIL i. CHAMBERS SHALL BE STORMTECH MC4509 ORAPPROVED EQUAL. 2. CHAMBERS SHALL BE MADE FROM VIRGIN, IMPACT DIKED POLYPROPYLENE COPOLYMERS. B. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THAT WORLD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 4. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL AND THE I TIONUI NTS SHALL ENSURE THAT THE LOAD FACT SPECIFIED IN THE FOTO LRFD BRIDGE DESIGN SPECIFICATIONEL SECTION 12.12 ARE MET FOR: 1) LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESKIN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. S. CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F 2787,'STAN D PR,=CE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGAWALL STORMWATER COLLECTION CHAMBERS'. 7. ONLY CHAMBERS THAT ARE APPROVED BY THE ENGINEER WILL BE ALLOWED. THE CONTRACTOR SHALL SUBMIT IS SETS) OF THE FOLLOWNG TO THE ENGINEER FOR APPROVAL BEFORE DEL(VERING CHAMBERS TO THE PROJECT SITE: A. A STRUCTURAL EVALUATION BY A REGISTERED STRUCTURAL ENGINEER THAT DEMONSTRATEST THE FACT SPECIFIED IN THE AASHTO LOPE) BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12 ARE MET. A STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL CROSS SECRON IS BASED. B. THE INSTALLATION OF CHAMBERS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S LATEST INSTALLATION INSTRUCTIONS. MC4,10 CHAMBER SPECIFICA71ONS IT INSTALLED 1100' e , imIr cmiCORRUGATION XMINT � LEY STIFFERRIG ME imwr LOWER M) INSTALLED Al FOOWT 32A OM 'ULDRoWWIsDmW�_ 35.1: (891 nvn� COMEINTOM) BOX SIX, WX ml IND m -4 rr it l - r; f� �y[FI. m a s 11HSI1�3`��III�I pY� jI .I. CFH +Jif+...]III]BIIrSIti u-+TIIMI ..r l llsfl{%knTwTowAlll ; 12014 WmwPMI pmN,Mijwd Sa,,ims. Inc. Ll MF LOT URE SMACK LINE EA ENT LINE . . ... ................ 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TMGE EATERALS L*L�M.ANDVERIPYNGQ�MAND�M�OFTHESE�n��OT �PA�UF.REXIERIM�EeEFow�cAR�LF.AWS�ESnE.A11) NONTHESHIFIAENT.RETUR"A OR REPRESENIK� WnH KF0 1401nFf OWNEITS REPRESENIK� WnH KF0 Mpy W TM FAcO*G LET To 14Y41EE yn%gN BEVER IDAYS AMR REMPTOF SEE MATERIALB WM NOTES pEodxEB Aiqy DAilAgeu aODS OR TW LAOIC OF DANAGE. BE RESMANKE PER SKINABE T ANDPROTEcToll w ALL SITE LWIMIG IdATERIAL& AM FOR WSTALIA'11014 M A FLE�NNS BY37EM W� WETS lff� APPROVAL. I DC04aff Ald) Wine: GDNDU1T AND, WIRE FORBITE LUMIG 9� BE SUED "nIE MWERAILCONTRACIDNANDAPPROAH)BYWWEE I :r r.' 7W5XFE'8QRAW0PENW _f7 "a TW7E.T.FTW. 111 HY-VEE FOOD STORE GO,= Sr - 451 STALLS E3 5.0m,wo 4. LOT I pPAiiq 1:3 aR . 711; f jt 09 ae ON '2"%SF EXPANSION 6 STALLS 4.711,ODO Illuminance (Fc) Average - 3.30 Maximum ® 7.2 Minimum - 0-5 Avg/Min Ratio - 6-60 Max/min Ratio ® 24.40 EnlEww AgTFEOWItH TIE 3, MEMMOFTHETEBTASBWNM�AHDEWNENf MWREPL�LIEWMATEM�MM OBTAIWIDIFNECESBARY. O.WINFD TKW:WESHMTEIFMCOWWMDP AMID AWFINS A anonaid FOR YMPARONO LOT LOME SECURED FORFU7URE REFEREKE.EUKE .,j E -0146 - AN --PLANDRE-70—ligift'"A"'ATD 4f r3 b JS sffi Sas 'slaw BARCM -Bend wo, FABEE mamUde.01W RAE, Raw ons BE BE, Fwa, "Ex IV low Rox. %gEz ownw,— Uad"" 2.2 Q9 av j 2 Fbium Pole Ma=tW rm 2 ji5 ;i J A .1 BERM j Aid lj& Pda Foatmg L4W&tWn 81110k Of CkA& Im Pi dnlad—� r — EIFS e i 3 SOM FjLFVATION do doorr pre -cast panes with exposed aggregate rrr, 77 Roof top unit with exposed aggregate Pre -cast screen wall Architectural pre -cast panel with exposed aggregate - with exposed aggregate New , op 4011�jym*ftl '"D9 1,14ot to Scale My MASONRY UNITS: (D DVCOTr. THINSET BRICK 60% RED BLEND, 40% MEDIUM JORONSPOT 77 VELOUR MODULAR COURSING: RUNNING BOND ENDICOTT. THINSET BRICK WORY WIRECUT MODULAR COURSING: RUNNING BOND @ENDICOTT: TH14SET BRICK IVORY WIRECUT MODULAR COURSING: SOWER ENDICOTT-.THINSEr BRICK IVORY WIRECUT MODULAR COURSING: DOUBLE SOWER ARISCRAFt THIN SE' STONE ENDICOTT: 8'x4'x12' STRUCTURAL BRICK BOX RED BLEND, 40x MEDIUM RONSPOT 77 VELOUR MODULAR COURSING: RUNNING BOND E.I.F.S. COLORS: Of COLOR #1 LIGHT COLOR SENERGY #T-4958 = T-01-0806-421 COLOR #2 DARK SENERGY T-5641 = T-01-0709-421 F.W.I.F.S. EXPANSION JOINTS: SAME LOCATION 0 MASONRY JOINT ., AS M07ED ON DRAWINGS GLASS & GLAZING: VISION GLASS: I" CLEAR ANNEALED INSULATION GLASS, LOW -E #3 SURFACE VISON GLASS: f CLEAR TEMPERED INSULATION GLASS, LOW -E jj SURME OSPANME CLASS: I' ANNEALED INSULATION GLASS, SPANDREL PAINT #4 SLWACE <8> SPANDREL GLASS: 1' TEMPERED INSULATION GLASS, SPANDREL PAIRT #4 SURFACE OVISION GLASS: 5/B' CLEAR TEMPERED INSULATION GLASS. LOW -E 13 SURFACE METAL PANELS AND TRIM: STANDING SEAM META. ROOF WITH SNOW GUARDS COLOR: HUNTER GREEN PREFINISHED METAL CAP COLOR TO MATCH DARK OFS (s) ON ALUMINUM CffGO WHITE PANELS A (1) .050 ALUMINUM WRISCO RED PANEL GENERAL NOTES: PAINT ALL EXTERIOR HOLLOW METAL DOORS AND FRAMES TO MATCH ADJACENT WALL COLOR. Ag I GLASS TO BF LOW E. CLEAR ALUMINUM FRAME COLOR TO BE CLEAR ANODEZED PAWING STRIPPING To BE PARKING. LOT YELLOW W/ GLASS BEADS. pAIW aDUMDS. GAS ISLAND CURBS AND CANOPY COLUMNS WHITE TO MATCH CANOPY SOFFM SEE PAINT NOTE ON DRAWING A1.0 PAINT GAS PIPING TO MATCH ADJACENT BUILDING WALL COLORS DOWNSPOUTS To MATCH COLOR OF WALL BEHIND THEM 3V HIGH 'HYVE' CHANNEL LETTERS, RED FACES. RED CANS. OFT WHITE EDGE TOM. 2'0r HIGH "GAS'_ ----------------------------------------------------- L----------------------------------------- G— ------------------ - - - -------- - -- A(Z� I I L-------------------------------------------- (REAR ELEVATION WA' 11101-A I ----------------------------------------------J I I I L-------------------------------------- LEFT E6EVATI 35CALE'. 'w L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 RIGHT ELEVATION SCALE: W1w = 1W 7New Hope Kmart O'l C C_Sto -Store Elevations FRONT CANOPY ELEVATION REAR SlIM—ILAR) .......... .... SO—ACE �-.,IGHT CANOPY ELEVATIO L- — — — ----- — --J TRASH ENCLOSURE TRASH ENCLOSURE ERONT ELEVATION SIDEELEVATION 4 5 SCAUR. 3116 -l' -w LEFT CANOPY ELEVATION 3 <. ga mzaz cd z2 1-1/2' X a STEEL HEAVY DUTY ANGLE STRIKEE SLAM LATCH TUIAE STEEL FRAME PRIEFINISHED METAL CLOSURE H.D. 12 VALV. TUBE �-9/2' STEEL FRAME H -STRENGTH CANE MW DOLT CONSEALM FAWNER METAL PANEL 7 gGAT, TCH QUAIL INTER/MEDIATE ANGLE 6 GATEPANELDETAIL SCALE: 3" ®tlQ` 8.4.12 SMUCTURAL BRICK NORTH ANCHOR '. EXPANSION —1/2- BPM ION .11 y SPACE MSP MODEL 851) HIKE JOINT PREFINISHED METAL CLOSURE SI /GRADE /2'INTERMEDEATE ANGLE SUPPORT EXTERIOR METAL PANEL —..--CONCRETE POSTING CANOPY COLOR: BRONZE 2' PERIMETER SEE STRUCTURAL ELEVATIONS MULA71ON �2X4 H.D. 12 GALV. TUBE STEEL FRAME FINISH • COLOR TO BE BRONZE 4X8.16 STRUCTURAL bob MAY 16. 2014 STOCK WALL > 7. GROUSED CELL W1 2-#5 BASS TRASH ENCLOSURE WALL SECTION 9 GATE HINGE DETAIL Aa 8 su -- <. ga mzaz cd z2 MIF ®Layer 01-.1 i c) O Oa. Z 6 GATEPANELDETAIL SCALE: 3" ®tlQ` 8.4.12 SMUCTURAL BRICK NORTH ANCHOR '. EXPANSION —1/2- BPM ION .11 y SPACE MSP MODEL 851) HIKE JOINT PREFINISHED METAL CLOSURE SI /GRADE /2'INTERMEDEATE ANGLE SUPPORT EXTERIOR METAL PANEL —..--CONCRETE POSTING CANOPY COLOR: BRONZE 2' PERIMETER SEE STRUCTURAL ELEVATIONS MULA71ON �2X4 H.D. 12 GALV. TUBE STEEL FRAME FINISH • COLOR TO BE BRONZE 4X8.16 STRUCTURAL bob MAY 16. 2014 STOCK WALL > 7. GROUSED CELL W1 2-#5 BASS TRASH ENCLOSURE WALL SECTION 9 GATE HINGE DETAIL Aa 8 su -- ivp� GPIERS LIJ N 72 7Z -E 6 _0RO-8UE-1311 6-aPICAL _FENCE E—ATIQNL PATIO SITE P -N 0- I P A tlGMM La . &ffioummw__ e.. a®ea and wmmY, erp¢• �.: Jr-1 ®� ® CAST STONE BASE MATCH- '®* SILLS ON BUILDING. SEE SHEEr A6.0. _ SIGN PANEL AND VID0CAST INSTAUA'nON BY STONE E C', , _ __ __ ___ O MATCH ®I...... a _ I SILLS ON BUILDING. SEE SHEEr A.0® ® TENANT A 1 - _ 'TENANT B J- 7 TENANTC CAST STONE BASE. COLOR TO MATCH SILLS ON BUILDING. GoO. SHEET GRADESEE GSE FIELD BRICK. FIASH #530( I O LD ®1 ( G{ 2 CHEM. SINC.)O OF C.O 13 O 7C DE SHOP G IOWA CONTACT DAVE LAWSON 0515.453.8565. TO ORDERING° 1 Re: HyVee, New Hope, Technical Memorandum: Study File ,0 , ! r' www.westmocips.com store and gas station north { �1 , N. a; ", r` east of XylonHope, Minnesota (see Figures 1 and 2). The p. of the projectd • Determining Weekday AM and PM Peak Hour Traffic Counts at study area intersectionj • Calculating Trip Generation Estimates for the Proposed Hy -Vee Site; • Determining Distribution • Establishing background traffic for one design years, 2016 (one year after build out); • Adding development traffic to background traffic to establish Build conditions for the These counts were used to model the existing traffic conditions of the immediate roadway network. The PM peak hour governs for the study because it has the highest traffic volumes. Al' existing intersection levels of service were found to be acceptable for urban conditions. Westwood modeled the 2016 No -Build scenario, and found that intersection LOS will be the same as existing condition. These results were expected due to the fact that the growth rate is minimal (one percent per year). For the 2016 Build scenario, predicted volumes and growth of traffic were 'd, Nine intersections Vee complex. The resulting 2016 Build levels of service are projected to be acceptable for urban conditions. Land ili EnUff DEV111OPMENT CONSLUANIS ' 11 ,)IT 111 VVI 0, WE, 01 " Was"', <z» \Prairie, m\/x / < - Site � \.w711 Anagram ) \ ft Eden a. : \ ::. � . Hope FAX 952 -937 -SM TOLLFREE 1486-937-5190 Westwood ::..-aaL—!M�7 A uuuuU agg, / iii ca" sft mu � x r ding the proposed Hy -Vee site: Align f entrance on i to minimize traffic confusion af allow for easier f Optimize 42ndAvei order 1 accommodate increase in southbound Establish dedicated for alongii f'. 42n' Ave Existing Conditions Currently, the site if the proposed ire is unoccupied. There are no direct access !1 in'i to the site, althoughone on f Avend i will �f r f Nii `ii Video fir capture1 ofthe traffic movementsthrough intersectionsiy area. Those intersections • i. Avenue North w Xylon Avenue North • i Avenue Northout i `f • i Avenue Northi Full Site Access • 42nd Avenue North • 45th Avenue irth & Xylon Avenue North • Xylon Avenue NorthAccess • Xylon Avenue Northi Wells Fargo/SiteAccess intersectionsThe of 4nd & Winnetka and 42 nd c: Xylon are signalized, are f 1 stop controlled, althoughf onto 42 nd Avenue North is blocked 1 concrete barriers. Fromfootage,peak AM and hoursPM i f for the intersections.f peak hourdetermined to be 1 7:15AM to 8:15PM while the afternoon peak hour was from 4:30PM to 5:30PM. PM peak hour :f f • f f ii • system. Figure 3 shows i • AM and PM conditions ...y......., \$rj E gG A \O ~ � & HOUR E PEAK HOUR E X NA Ge W CQ ON UNSIG ALIZED + R c7O } HrVee k . Ckdoft - v ^� ■ < . . : . . am , Fabmv ...y......., \$rj zed e studv rea were analy us hig wMWrBM1m4 ses the dat? and methodology contained in the 2010 Highway Capacity Manual, published by the Transportation Research Board. The software model was calibrated to replicate existing conditions as accurately as possible before being used to assess future conditions. K xtg it'f d intersections and roundabouts, are evaluated based on the relationship of the theoretical capacity of a facility to the actual traffic volumes an that facility. Various factors affect capacity, including travel speed, roadway geometry, grade, number and width of travel lanes, and intersection control. The current standards for evaluating capacity and operating conditions arc contained in the Highway Capacity Manual (HCM). The procedures describe operating conditions in terms of a Level of Service (LOS). Facties are given letter designations from A, representing the best operating conditions, to F, representing the worst. Generally, Level of Fervice D represents the threshold for acceptable overall intersection operating conditions f... `g a peak hour. At intersections, the lettergrades are assigned differentlyfor signalizeu or uns.gnal zed intersections (which include Two -Way Stop Control [TWSC1, All -way Stop Control [AWSC] and roundabouts). For signalized intersections, the Level of Service for the intersection is calculate by taking the total Intersection Delay and converting it to a letter grade as shown in Table 2. F an unsignalized intersection, the Level of Service for the intersection is calculated by taking th Intersection Delay and converting it to a letter grade, as shown in Tab ntrle 1. While similar, the signalized cool delay totals are higher than that of unsignalized intersections. In any condition, when the LOS by Volume to Capacity Ratio exceeds 1.0, the LOS is always F. I Tablel: Level 0TbeF4fcU-1?-M0RffUr1_ AWSC & Roundabouts) I Control Delay per LOS by Volume to i I Vehicle Capacity Ratio f Per the 2,1110A100�1LO * NOTE: When LOS by Volume to Capacity Ratio >1.00, LOS Is F. W7UM=#1MNE3j= Source: 2010 Highway Caog��� published by the Transportation Research Board The proposed plan is to build a 90,000 ft2 Hy -Vee grocery store and a -4,500 ft2 gasstation with 16 fueling positions. There is also the potential for expansion of the grocery store to 102,500 ft2 as well as the addition of a 12,600 ft2 office/retail building in the southeast corner of the property. There are four proposed site accesses -- one existing full access on 42'Id Ave N., and three new accesses. The new accesses will bout on " Ave, Wells Fargo on XylonAve For the 2016 No Build scenario, all the intersections are assumed to remain as they exist currently (i.e., it site accesses would be opened). Th e growth rate of the traffic ., the roadw. Em .. . :::...:--------- . .�! � 2 > 2� OWN ; � M= 7 :2 MMIUM A. Trip Generation -4 Moo 7TfT.r#Jus_0e right- in/right-out access currently barriered, and three new site accesses along Xylon that would be added for the Fly -Vee store and gas station. Trip generation estimates for the AisaY strre aril gas statitii were •,etermh%eM usixg t%e ITE Ninth Edition.' There are no unique requirements for the proposed building; therefore it is assumed the trip generation rates would provide viable results. The resultant trip generation estimates for the proposed development are shown in Table 3. Table 3: Trip Generation Estimate: Proposed Hy -Vee and Gas Station Sour Trlo Generation anual, Ninth Edition, published by ME, 2012 "f,Y 9# , h _2%x jm&�ftmwl qWwt it % of traffic in the area is one percent per year. Therefore, all trip generation values added to the roadway system were added to the 2016 No -Build scenario so as to account for the yearly growth. r f a fV must consider factors such as internal trip reduction and pass-by/diverted trips at the site in order to get a realistic representation of future traffic in the system. Forthe internal trip reduction the ITE Trio -Gene ration Handbook was used to determine the percentage of trips that would visit the site and go to both the supermarket and gas 2 station thus reducing the total amount of trips on the network. the supermarket traffic, the following percentages can be assumed: III iiiiiiiiiiii IIIII 11111111111111111111 T 0 . I . i• -MrMn. = . *iR HIT, MFIRVOTAIM:71 Engineers, Washington, DC, 2012 0' ofthe tripsifand from f`will beexisting trips diverted -linked trips coming oandfroman adjacent f , f . and 4' of f be new tri:.ois to a ndIrma"i1` f!1 `f r� roadwayr The percentage of pass -by and diverted trips was estimated using the Trip Generation Handbook. These tripsones that are alreadyr f be If proximity totheproposed Mwillonly path. pass-by/diverted fi new f added i thesystem,"it willonly :M on 'movements. station. Directional distribution oftripsgenerated Mand from based on patternstraffic Figure 1sare proportionally 11 M based on the ex ffi f f ♦ i M i r i iIM i f fl expansion,If the future i ` A above itakeplace,f f be an 21 hythe in the PM Peak Hour.f r / be distributed throughout similar pattern as indicated above. The additional trii would not in level of B. Analysis i Under thBuild Condition,intersection .. an increasethe amount of traffic on t Aveth on the west side Winnetka. This is due to the fact thatthe majority rfsouthbound r. i1u Winnetka Ave bound r Aveth r XylonAvef then turn southr percentage will continuei r f r; on o 42nd Ave N, and then use one of points on the sout side of on Aveth i level of service of f PM peak f 9 i. e . queue length was 86 feet. It is recommended to leave the intersection as it is f LANE DESIGNATION AM PEAK PM PEAK SIGNALIZED INTERSECTION UNSIGNALIZED ri' ECTION FEE LANE DESIGNATION AM PEAK HOUR VOLUME xx PM PEAK HOUR VOLUME xx SIGNALIZED IN"lrERSEC'nON UNSIGNALIZED INTERSECTION .......... IT, =7W7 . ........... .... .. ...... = BuM Pak Hm 7kow vohvnm The 42 Id Ave N right in/right out o the proposed : bl. a three quarter access which would allow left turns into the r., the eastbound direction on 42 nd Ave N. After modeling this scenario it was determined that the left turn would k'a of traffic heading o' on 42 nd Ave N. This was due to the fact that there is insufficient distance point d the intersection o: 42 nd Ave N & Xylon Avemodel 'x 95th percentilew..eue : the west bo', w . x-Xylon would be 347 feet while thepoint 85 feet from the intersection. y queue of that length wouldblock the access point for left hanr, turns causing the left turn queue to protrude thoughlanes causing a safety hazard. The 951h queuepercentile contributing - for the proposed implementation of a right turn lane on westbound 42 nd Ave N. This turn lane would allow cars to turn, by-passing the queued vehicles that would otherwise block the entrance. For o' Ave accessby the Wells Fargo bank recommended that the two: trap" at overlapping r : ,understood that the majorityo, turns into recommendedthe site access will be right hand turns but to avoid potential conflicts it is still toalign the entrances. If the intersectionsaligned, flow will maintain a LOS -A, but there is still the potential for left turn conflict. 1 yn __J i Ovedapping Aligned 42 nd Ave N & Xylon Ave N is the intersection that will be most impacted by the new Hy -Vee store and gas station. After analyzing the intersection it will still be able to accommodate need to b':.. The intersection of 45 th Ave N & Xylon Ave N does not require any change. The increase in traffic volume Ro,.; 'not affectfunctionality ' o, x operation. 0 The full site access on Avedrop f ',: a O A toLOS-B. This is the result of in traffic leaving the site frompoint. no recommended changes to this intersection The;kylon Ave F%7rffMrffftWM---- "I M2 be free flow on Xylon Ave N. There will be a dedicated left and right turn lane leaving the site. This will f facilitate the movementsthrough# 1nd Ave N is the largest intersection in the study i PM peak hoursfor +n were the governing peak hoursfor the simulation. Winnetka Ave & 42 nd Ave N will be able to accommodate the increase in traffic 1 differencef # will maintain the same LOS as the existing conditions. optimizing that there is as little delay as possible for traffic. showsThe LOS's for the intersections discussed above are shown in Table 4. The table also the delay pervehicle. The three additional# bolded in the table. T2hiP a- 2nis Ruilel Scenario PM Peak Level of Service Winnetka Me • 45th Ave N Delay per Critical Queue Length , Winnetka Ave & 42nd A N . M 42nd Me r r ii Ave:, .. 1 Source: published by the Transportation Research Boar W "t following conclusions: Min the mz?** y*, : Optimize z signaltiming 7<+»~ ©® © * y . . . . the �»,v»2+r±<r<«� ¥w to accommodate increase « southbound traffic. DESIGN & REVIEW COMMITTEE July 17, 2014 Committee: Houle, Nir i The Development Review Team met on July 16 to consider a request for a preliminary and final plat, Rezoning of property from CC, City Center District to PUD, Planned Unit Development, and a Site Plan Review for the construction of a 90,000 square foot grocery store, a convenience store with a gas station, and an outlot for future development. Staff: Sargent, Chirpich, Axel, Paschke, Weber, Korth, Rader, Sargent, Wolf Consultants: Brixius, Long I PROJECT: Preliminary and Final Plat, Rezoning and Site Plan Review ADDRESS: 4200 and 4300 Xylon Avenue ZONING: CC, City Center District PROPERTY OWNER: City of New Hope APPLICANT: Hy -Vee Grocery Store DESCRIPTION: The applicant is requesting a preliminary and final plat, Rezoning of property from CC, City Center District to PUD, Planned Unit Develo and 90,000 square foot grocery store, a convenience store with a gas station, and an outlot for future -ievelopment. The Development Review Team was supportive of the request and had the following comments: Existing Conditions * Former Kmart Shopping Center site * Vacant land. The former building has been demolish] Comments The following issues must be addressed by the applicant and shown on revised plans as appropriate: SUBDIVISION/PLAT Establish 10 foot drainage and utility easements along all lot lines. Establish drainage and utility easements over all public utilities within the plat. County review and recommendations on the plat. ♦I! W-WIR ".M.1111111 . . a A - i♦i Association documents outlining maintenance, repair and upkeep of all conunonly owned or shared private streets, utilities, and stormwater facilities. Said agreement shall outline terms for repair and/or service work as well as distribution of costs for each lot. Cross access easement dedicated to the City to allow for the future extension of the private street in front of the grocery store to be extended to Winnetka Avenue. This cross easement may be assigned to the future property owners of adjoining properties if and when this private street is extended to Winnetka Avenue. Wral"T M2 1XION -1 a il WVJIA�., Drive through service lanes: 0 The grocery store is up lanes have less than 60 feet of stacking. PUD flexibility is requested. 0 The convenience store drive through lane must provide the location, size, and orientation of the menu board and intercoms. Outdoor dining: 0 Concept plans for both outdoor dining areas must be provided illustrating table arrangements, seating, aisle width, and fence details. 0 Fencing is required around the convenience store patio to segregate it from the drive through lane. 0 The applicant must identify type of patio furniture and its seasonal storage. Access: 0 Align the south Hy -Vee access onto Xylon Avenue with the Wells Fargo Bank entrance to reduce traffic confusion. 0 The right turn lane from 42.d Avenue design and length must be approved by Hennepin County and the City Engineer. 0 Optimize the signal timing at the Xyl on Avenue/42nd Avenue intersection to accommodate increased southbound traffic. 0 Provide cross access easements between the three lots. 0 Provide cross access easements for future extension of the private streets through the properties to the east. 0 Through the PLID, approve the 40 foot curb cut width for Hy-Vee's two northern access points onto Xylon Avenue. 0 Site grading and improvements along the east property line must accommodate the future extension of the private drive to Winnetka Avenue. Building setbacks: 0 Approve the building locations identified on the site plan through the PLJD. Parking — automobile: 0 Approve the parking lot frontage and location along public streets as part of the PUD, 0 Require the 60 degree parking stalls to provide a 19.5 foot depth measured from the sidewalk, curb or interlock to the drive aisle. 0 Increase the setback of the future parking west of the grocery store to 10 feet to maintain a uniform parking lot setback along Xylon Avenue. 0 Demonstrate a location within the parking lots to accommodate the New Hope Farmer's Market. 0 The drive aisle in front of the grocery store shall be designated fire lane. Staff is recommending the elimination of the eight parking stalls along the north side of the drive aisle to accommodate an unencumbered fire access. Bicycle parking - 0 Provide a detail of bicycle racks to demonstrate 15 bicycle parking spaces. 0 Provide bicycle parking at the convenience store and Lot 3 buildings. Pedestrian access: 0 The sidewalk along the 42nd Avenue turn land must at the width of the public sidewalks along 42nd Avenue. 0 The concrete no sidewalk through the parking lots are six feet wide. This raises issue with car overhangs and the location of the disability parking sign, further narrowing the sidewalk. The City requires a five foot clear pedestrian passage. 0 The site plan must provide for the future extension of the sidewalk along the no side of Lot 2 into Lot 3 and future extension to the shopping center to the east. 0 Pedestrian ramp must be added at the crosswalks crossing the grocery store drive through lanes. Loading area: 0 No outdoor storage of equipment, materials, or pallets she occur within the loading area on the north side of the grocery store. 0 The grocery store shall illustrate and screen trash enclosure areas. 0 The convenience store must illustrate fuel tank filling locations and truck movements through the site for tankers, and delivery truck access and egress throughout the site. Usable open space: 0 The site plan should show a location of a usable open space (i.e., plaza or sitting area equal to 1,025 square feet for Lot 1). Outdoor lighting: ® Freestanding lights shall not exceed 25 feet. 0 The lighting plan must be coordinated with the landscape plan to avoid lighting conflicts with tree canopies. 0 Light levels at store entries she achieve 5 footcandles. 0 Ninety degree cutoff light fixtures are required. 41 Landscaping, buffering, screening: 0 Location of mechanical equipment both ground mounted and rooftop, must bei en ' °e and screened. 0 Trash enclosure details will be required and must match the building exterior finishes. 0 Location of fire hydrants must be coordinated with landscaping to insure ready access. 0 Lighting and landscape plans must be coordinated to insure proper light locations and parking lot fight levels. WM, * Number of hydrants required for project: -5 hydrants are required for grocery store /s c' of 300 feet/4, 875 gpm for flow. -4 hydrants are required for as station w/spacing 350 feet/4,425 gpm for flow. • Each building shall have a hydrant at minimum 100 feet from the fire department connection on the building. • There shall be a fire lane along the front portion of the building where main door is located. •Depending on where fire department connection is located on each building a fire lane may be required. •Depending on where fire hydrants are located on the property additional fire lanes may be required. •Where fire hydrants are located there shall be a 5 foot clearance around the hydrant from any bushes. ATTACHMENTS: * Application * Narrative * Plans Planning Commission, Wednesday, August 6, 7 p.m. City Council, Monday, August 25,7 p.m. Hma�� Re: Revised Hy Vec plan review for a P.tJ,D. Application dated 07/11/2014. West Metro Fire -Rescue conducted a plan review on plans for new building(s) at VVI.,C11 the above mentioned address, which will be located at 8200 42"d Ave North, New NAL, I RO Hope. The following iterns that are listed below are either comments or FIR VA" requirements per West Metro Fire -Rescue Districts Policies, City Ordinances and DbTlU I the'2007 Minnesota Fire Code and NFPA Standards: 4251 Nylon A-, c N. Ncw Hope, AIN 55-428 Voice 76323UIOOO 6 3 2.3 3 0.'/ ()_? 9 5. Provide two fire department lock boxes one at the front main entrance, and the other box back by the Fre department connection. If there is any question you can contact me at (763) 230-7006 Sincerely. Y, Shelby Wolf Deputy Fire Marshal Sheet C2, JC Cilies 0 After further looking over the plans further it was noted that there is -Nev, tApe separate egress to the restaurant. For better access to the restaurant area of the building the fire lane shall be CoutinUed on to the east roughly about 80 feet to the end of the sidewalk where the restaurant is located, 2. Sheet C5: The hydrant(s) located on the back side (Nortliside) of the building drive are too faraway front the fire department connection. Per West Metro Fire - Rescue District policy at minimum one hydrant shall be located within 100 feet of the fire department connection. At minimum one hydrant shall be 1110ved closer to the -fire department connection, 3. Sheet Q5 and 1.1,01: There are it few hydrants that will be obstructed by bushes at the north end of the side behind the Hy Vee building and the south side of the Hy Vee Neigbboi-s building close to main door, At minnnum at 5 foot clearance shall be around a hydrant at all times. A'ei�rbboi-s 4. Sheet C6,0; It appears that the patio seating area has over 50 peol3le. Currently there is only one exit, You will be required to add another exit gate in the patio area. 4251 Nylon A-, c N. Ncw Hope, AIN 55-428 Voice 76323UIOOO 6 3 2.3 3 0.'/ ()_? 9 5. Provide two fire department lock boxes one at the front main entrance, and the other box back by the Fre department connection. If there is any question you can contact me at (763) 230-7006 Sincerely. Y, Shelby Wolf Deputy Fire Marshal Star itec July 31, 2014 iW4AIh&I% Attention: Jeff Sargent 47 City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 2335 Highway 36 West St. Paul MN 55113 Tel: (651) 636-4600 Fax: (651) 636-13111 We have reviewed the revised redevelopment plans for Hy -Vee as submitted by Anderson Companies on July 25, 2014. The previous comments provided during the initi review were either addressed, or are shown with the following comments and/or -ecommenclations. The City shall further discuss the easements shown on the preliminary plat. a. The future City owned water main connecting Xylon Avenue to Winnetka Avenue requires a 20' easement, from Xylon Avenue and to the connection L Easements are required for the proposed two hydrants shown alo the City water main. b. No easements are needed for privately owned utilities. c. Either additional County right of way or a trail/walkway easement is required along the north side of 42nd Avenue to all for a 10' trail/walk d. The drainage and utility easements, excluding the first 10', are not required as the City water and sanitary sewer mains will be located within the City right of way. e. The proposed 30' right of way on Xylon Avenue requires further review, as future streetscaping improvements may require additional boulevard and trail/walk space. The current minimum state aid requirement for the typical Design wff,,r comrnunity iri rnind street section appears to be 28' face of curb to face of curb (due to the projected new trip amounts). Sheet C1 - Existing Conditions I . Identify the existing driveway locations alongthe west side of Xylon Avenue (Wells Fargo, Fire Station). 2. Label abandoned utilities and bulkhead/plug locations as shown on the former Kmart demolition plans. 3. Revise existing water valve locations and water main alignments on Xylon Avenue. We will provide drawings in regards to the needed revisions. KIM I . Commercial concrete driveway aprons shall be installed at entrances adjacent to Xylon Avenue. 2. The east boulevard on Xylon Avenue North, crosswalk striping, pavement markings, pedestrian ramps, driveway aprons, lighting, and landscaping shall be coordinated with City streetscaping improvements. 3. Review right turn length into redevelopment on 42nd Avenue North with Hennepin County. 4. Install 10' shared trail/walk on 42nd Avenue. Existing sidewalk is located on the back of curb with no boulevard space in between the curb. The new shared trail/walk shall provide as much boulevard space as possible to allow for proper snow storage, as well as a safer pedestrian facility. 11154f, - I . The parking lot low point north of the Hy -Vee building should overflow to Xylon Avenue. The Emergency overflow (EOF) from this low point should be set a minimum of 1 foot below the building finished floor elevation and 0.5 feet below the overflow to the north. 2. Internal site EOFs should be identified on the grading plan. 3. Additional proposed spot elevations on the center apron access to Xylon Avenue N should be shown on the grading plan. 4. The site should limit the drainage discharging from the north apron access to Xylon Avenue N and the apron access to 42nd Avenue N. 5. In addition to the Erosion Control Notes, erosion control syrnbols should be shown on the grading plan. ZMVUEMM��Ml i. Inlet protection needs to be identified on the existing catch basins located on Xylon Avenue and 42nd Avenue. mim Design with communfty in rnnd a, July 31, 2014 Mr. Jeff Sa W ent Sheet C6 - Details 1. City standard details and specifications will be provided. 1 . As this project disturbs more than 1 acre, a NPIDES Construction Stormwater Permit and SWPPP is required. 2. As the redevelopment project is on a site greater than 5 acres in size, a submittal to the Shingle Creek Watershed Management Commission (SCWMC) is required. Please provide the City with a copy of any correspondence with the SCWMC. 3. The City will provide a sample maintenance agreemenT speciTying The scope and frequency of inspection and maintenance activities for the underground site storm water system. This maintenance agreement meets the requirements of the City's MS4 permit [Part 3.D.5.a.(5).(a)-(c)1 as follows: • Allows the [City of New Hope] to conduct inspections of structural storm water BMPs not owned or operated by the [City of New Hope], perform necessary maintenance, and assess costs for those structural ston-n water BMPs when the [City of New Hope] determines that the owner and/or operator of that structural storm water BMP has not conducted maintenance. • Includes conditions that are designed to preserve the [City of New Hopel's right to ensure maintenance responsibility, for structural storm water BMPs not owned or operated by the [City of New Hope], when those responsibilities are legally transferred to another party. • Includes conditions that are designed to protect/preserve structural storm water BMPs and site features that are implemented to comply with Part III.D.5.a (2). If site configurations or structural storm water BMPs change, causing decreased structural storm water BMP effectiveness, new or improved structural storm water BMPs must be implemented to ensure the conditions for post -construction storm water management in Part III.D.5.a(2) continue to be itet." R I orl 1MV1, no I . Storm sewer design calculations should be provided for review. 2. The proposed conditions rate control model should incorporate the underground chamber system to properly size both the chamber and the outlet pipe. 3. The proposed plans show no pre-treatment of parking lot runoff prior to discharging into the underground chamber. To allow proper function of the chamber and minimize the frequency of maintenance, pre-treatment of runoff (20 July 31, 2014 Wr, JeWapiI from the parking lot is recommended. The Minnesota Stormwater Manual provides guidance for proper pre-treatment of runoff. 4. The City will defer to the Shingle Creek Watershed Management Commission for review of the water quality benefits of the underground chamber system. 5. The Storm water Analysis should clarify that the proposed impervious area includes the future buildings and parking lot expansions. wm_nw�� I Prnwir4m cr%il Kr%r�ir%e-i infor—^+.;^_ 2. Provide a Removal and Demolition Plan. a. Existing utilities within the property need to be removed, with bulkheads at the appropriate locations. 3. Clearly indicate all drainage and utility easements on the plans. Private and Public utilities need to be clearly identified. 4. Provide record plans or auilt drawings following project completion, with as construction elevations and locations. 5. Hennepin County needs to review the plans as there is work within the County right of way on 42ndAvenue No, (County Road 9), Coordinate all landscaping, trees, lighting, and fencing along Xylon Avenue with City streetscape improvements. i-: IN III: III Christopher W. Long, P.E. c. Aaron Chirpich, Roger Axel, Bob Paschke, Bernie Weber - New Hope; Alan Brixius - NAC Planning; Brad Schleeter, Adam Martinson, Jeremy Hauser, Chad Davison - Stantec. Design vlh cornmudty in mind �00 oil • CENTER AREA BE IT RES r #11 11 . 1 1111101 WHEREAS, the City of New Hope (City) has solicited proposals for the City Center redevelopment, and WHEREAS, the current City Center Zoning District does not allow the gas station or car was use; and WHEREAS, the City Council requested the elimination of the car wash use and reconsideration of the gas station; and WHEREAS, the City Council feels that the new grocery store development is ar important component for the Phase I City Center development and agrees they will suppo,-4 the gas station/convenience store use in conjunction with the development of the new grocery store and will make the necessary zoning code changes in the future to accommodate the gas station use. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of New Hope as follows: 1. That the City Council supports the gas station/convenience store use in conjunction with the development of the new grocery store and will make the necessary zoning code changes in the future to accommodate the gas station use. Adopted by the City Council of the city of New Hope, Hennepin County, Minnesota this 23 day of June, 2014. 1 01 kathi emlken-, Mayor . ........ ............... Attest: Valerie Leone, City Clerk 0=5 CC work session on improvements for City Plaza, streetscape and infrastructure and changes to liquor license ordinance Date of publication of hearing notice and map Date of publication of hearing notice for sale of EDA property so= 8 . . ....... .. . /""- ' - " "' - T30 PIVI -Sep CC approval of TIF Plan 8 -Sep EDA approval of Purchase and Development Agreement TOO PM 8 -Sep EDA approval of TIF Plan TOO PM N/A 9 -Sep Closing on property TIF Approvals PA 2 xo-� Devel-ij*xikent ag. re perient JZ I�rovqls HyVee 77 7 7777' :'1 77' 7 77777-�7777/777' . ...... .... . ..... . ....... ... 0=5 CC work session on improvements for City Plaza, streetscape and infrastructure and changes to liquor license ordinance Date of publication of hearing notice and map Date of publication of hearing notice for sale of EDA property so= 8 . . ....... .. . /""- ' - " "' - T30 PIVI -Sep CC approval of TIF Plan 8 -Sep EDA approval of Purchase and Development Agreement TOO PM 8 -Sep EDA approval of TIF Plan TOO PM N/A 9 -Sep Closing on property TIF Approvals PA 2 xo-� Devel-ij*xikent ag. re perient JZ I�rovqls HyVee SCITY OF NEW HOPE EALM�,:%, A B C D E F G H Appli- Applicant to Deadline for Date 60 - cation Date 60- Date Deadline Date city Date city number Name application required day time day Applicant for city approved or sent response received information limit extension was notified action denied the to Applicant Address by city Phone Date Applicant expires expires of under application sent notice of extension extension information or waiver missing 14-09 Kent Carlson 7/11/14 Anderson Companies 7/25/14 9/9/14 11/10/14 4220 Park Glen Road St Louis Park MN 55416 952-230-6006 (D) 612-360-3229 (C) 952-927-5400 (Main) Boxes A -C and E -F will always be filled out. Whether the other boxes are filled out depends on the city's procedures and the date of a specific application. A. Assign each application a number. B. List the Applicant (name, address and phone). C. List the date the city received the application. D. List the to the city sent the Applicant notice that required information was missing. If the city gives such notice, it must do so within 15 business days afterthe date in Box C. If the time clock is "restarted" by such a notice, assign the application a new number and record all subsequent deadlines on a new line. E. To calculate the 60 -day limit, include all calendar days. F. To calculate the 60 -aye si n, begin counting from the day following the first 60 -day limit, include all calendar days. G. The city will notify the Applicant by mail that a 60 -day extension period applies to the application. (The date in Box G must come before the date in Boxes E and F.) H. List the deadline under any extension or waiver. I. The city must act before the deadline. (The date in Box I must come before the to in Boxes E or F, or, if applicable, Box H.) J. List the date that the city sent notice of its action to the Applicant. It is best if the city not only takes action within the time limit, but also notifies the Applicant before the time limit expires. G: \ Commdev\PLANNING\ REPORTS\ PC 14-09 Plat. Rezone, Site Pla-, v,,A-zp,.� !gku Meeting Date: August 6,2011 Report Date: July 31, 2014 Planning Case: 14-07 Petitioner. Winnetka Commons Holdings LLC. Address: 3540 Winnetka Avenue or Project Name: Winnetka Commons Project Description: Construction of a multi -tenant retail building with drive-through and outdoor patio. Planning Request: Preliminary and Final Plat, Site lar► Review, and Conditional Use Permit for a planned unit development. ® Type of Planning Request A. Preliminary and Final Plat approval EM= HWWOW Chapter 13 - Subdivision and Platting Zoning: CB, — Community Business District Location: Southeast corner of Winnetka Avenue N. and 36th Avenue N. Adjacent Land Uses: ®, High Density Residential to the east and the west. CB, Community Business District t® the west. 1, Industrial to the South, The City of Crystal to the north. Site Area: 4.9 acres total .83 acres for proposed new lot Building Size: 1 story, 4,656 sq/ft Planning Case Report 14-07 Page 1 8/6/14 Lot Area Ratios: Impervious area: 0.66 acres, 28,840 sq/ft (79.4%) Pervious area: 0.17 acres, 7,477 sq/ft (20.6%) Planning District: Planning District 15N. The Comprehensive Plan states that the City wishes to promote private reinvestment, renovation, and in-place expansion within district 15N. Available land for commercial development is limited in the city. The proposal promotes efficient land use through in-place expansion given this limitation. Another commercial goal of the City is to attract new traffic generating business that are complementary to existing businesses and will contribute to the customer attraction and business interchange of the local commercial areas. Winnetka Commons Holding LLC wishes to add a 4656 sq/ft multi -tenant retail building to the Winnetka Commons Shopping Center at the corner of Winnetka Avenue and 36th Avenue North. The applicant is proposing to subdivide Lot 1 Block 1, Winnetka. Commons Addition into two lots and construct the new retail building on the newly created lot. The requested conditional use permit for a PUD would allow the applicant flexibility in implementing shared parking, storm water storage, and access arrangements with the existing Winnetka Commons retail center. As part of the proposed retention ocond would be filled in to make sG#ace for the new builftV. Storm water previously directed to the existing pond would be captured in a newly created underground retention system to be located on the new parcel. mmut;M1 The property is zoned CB, Community Business District. The setback requirements for commercial buildings located in this zoning district are as follows: Required: Proposed: Front 10 feet 31 feet Rear 30 feet 107 feet Side, interior 10 feet 54 feet Side, street 20 feet 27 feet Parking Curb: 5 feet *13 feet *The parking lots are located away from the street. The setbacks shown above refer '[o the minimum setback of the drive through service lane from Winnetka Avenue. M =01 I M Planning Case Report 14-07 Page 2 8/6/14 In the original plan submission the drive through service lane was located 10 feet from both Winnetka and 361hAvenues. The revised plan has increased this setback to 13 feet along Winnetka Avenue and 18 feet from 36fl, Avenue. In the original staff review Planning and Public Works raised concern over this small setback citing the following issues. According to ordinance the drive through lane must be screened from public streets. The proposed landscaping and retaining wall is located within the setback area. Ten feet of setback area consists of easements. The easement along Winnetka Avenue is already occupied by a variety of utilities. The landscaping may interfere with these utilities with regard to access and maintenance. T-Tinnetka Avenue is a two lane County road with a sidewalk and 3611, Avenue is also a wide street with a sidewalk along the south side of the street. The current pond area within a public easement offers snow storage for street and sidewalk plowing. The applicant has increased the setback of the drive through lane slightly but the setback between the drive through lane and these streets and sidewalks is not sufficient for snow removal and storage. In staff review, we suggested the elimination of six parking stalls east of the proposed building and shifting the building east by another 7 to 12 feet. The applicant has already shifted the building south by 8 feet over the original site plan, this will be adequate along 36thAvenue. Shifting the building to the east will eliminate the competition between the City and property owner for snow storage along the streets and sidewalks. M�00 Un"If MoOMMMIQ The applicant is proposing to subdivide Lot 1 Block 1, Winnetka Commons Addition intti, two lots in order to create a new parcel for the development of a multi -tenant retail building. The proposed new parcel will have the legal description of Lot 2 Block 1, Win.netka Commons Addition. The new parcel will be located in the Northwest corner of the site and has a planned area of .83 acres. The proposed development will be located on its own lot, and will share existing access points on 3611, Avenue North and Winnetka Avenue with the Winnetka Commons shopping center. Cross access and parking easements will need to be provided over applicable areas on both lots and a maintenance agreement outlining the terms for sweeping, snow removal, parking lot maintenance, and repair must be submitted for City review and approval. ;Nur-�_-wieft ikwkrug&-aTTi atihty easement on the NW` corner of the site. This area of easement must be officially vacated and vacated easements must be recorded with the County. Additionally, the vacation of any public easement requires a public hearing before the City Council. Ten foot drainage and utility easements will be maintained adjacent to or centered on property lines as required. The City will also require an easement to be established over the Planning Case Report 14-07 Page 3 8/6/14 proposed underground storm water storage system to give the City right of access for periodic inspections. The location of the proposed drainage and utility easements must be approved and recorded with the County. The City will require as part of the PUD a storm water underground facility maintenance and upkeep plan from the applicant that outlines the terms for maintenance, repair, and cleanin•g of this facility, as well as the distribution of costs between the two lots. This agreement shall be recorded against the properties. PARK DEDICATION. Due to the increased density that this project involves, the city will require a park dedication fee that will go towards improvements to the city's open spaces and park land. The park dedication fee will be determined according to the process outlined in the ordinance, which requires a maximum of $2,500.00 per acre of land for commercial subdivisions. The proposed development is located on .83 acres, which would yield a park dedication fee of $2,075.00 Circulation,- Access, Loading, Traffic and Emergency Vehicle Access The proposed development will share existing access points on 36th Avenue North and 0MAinnetka Avenue with the Winnetka Commons shorgit-�W center. Cross access and parking easements will need to be provided over applicable areas on both lots. Commercial buildings smaller than 7,000 sq/ft may be exempted from providing 2 a desinated loading are g . Staff recommends not requiring a designated loading area. Truck maneuvering details for fire and delivery trucks have been provided by the applicant illustrating acceptable site circulation for these larger vehicles. DRIVE-THROUGH SERVICE LANE. The drive-through service lane is an administrative use in the Community Business District. The design of the lane is subject to the review and approval of the City Engineer. I The applicant is proposing internal sidewalks to accommodate pedestrian traffic into and throughout the site. The proposed development will incorporate a new parking lot with curbing. All new curbing areas andparkiing surfaces will Meet. the M-Lini-Mum specifications as set forth by the Public Works Department. nA= public walkways. The site plan shows a three foot wide sidewalk connection between the sidewalk on Winnetka Avenue and the building. Review of the pedestrian access raises the following issues. M Planning Case Report 14-07 Page 4 8/6/14 2. The sidewalk from Winnetka Avenue crosses the drive through lane just after the service window; this location raises concerns for distracted drivers moving away from the service window without looking for pedestrians. The site design limits the available locations for a pedestrian access along the west side of the site. To reduce safety concerns the following options may be considered. Provide a wider sidewalk and crosswalk to offer more space for pedestrians to be seen, five foot minimum. Redesign the landscape plan to open sight lines where the sidewalk enters the drive through lane crosswalk. Add signage for the crosswalk Elevate the pavement within the sidewalk to act as a speed bump The planning commission in considering this pedestrian connection must determine if the aforementioned design features are sufficient to insure safe pedestrian access. If not, the city may forego this sidewalk connection from Winnetka Avenue. The site vlan does not Drovide a sidewalk connection from 361h Avenue. if the building is shifted to the east and the head in parking at the driveway entrance is eliminated this area T4 Wr-&-te, front of the building. The site plan provided by the applicant indicates that the overall shopping center site will have parking in excess of City requirements. The total site as designed will provide 241 -�2�ng syaces when ly, 212 and recorded to ensure that proper parking agreements are in place. All parking stalls and drive aisles are properly dimensioned on the new site plan. Excess parking can be utilized for snow storage. BICYCLE PARKING: Bicycle parking is required for all commercial land uses within the CV district. City Code requires a minimum of 4 bicycle spaces plus 1 additional space per 34 automobile parking stalls. There are currently no bicycle parking spaces in the existing shopping center. The applicant is proposing to provide 12 new bicycle parking spaces to be disbursed through the entire site. When applying the bicycle parking standard over the entire site, 12 bicycle spaces meets City Code requirements. The applicant must provide f.gn details on the bike racks. Landscaping, Fencing, and Screening Seven mature trees that line Winnetka Avenue and 36th Avenue will be removed as part of the proposed project. One of the seven trees appears to be either dead or dying. The submitted landscape plan shows a utilization of newly planted deciduous shrubs along the North and West property lines that will grow to an approximate height of 9' when mature. Planning Case Report 14-07 Page 5 8/6/14 There will be a section of retaining wall on the north side of the property to accommodate steep grades in this area. The applicant has proposed the planting of seven new deciduous trees on the site (honey locust). These trees will be planted in all four of the parking islands, near the 36th Avenue entrance, and near the trash enclosure. Various other shrubs, grasses, and perennials will be planted throughout the site to compliment the larger landscaping elements. will be constructed of materials that are also found on the principle structure to ensure cohesive design throughout the site. The enclosure will be tall enoo ugh tfully screen the waste containers , from view of adjacent p'!perties and the public right of way. The site plan shows an 18 foot setback from Winnetka Avenue for the enclosure. The required setback is 20 feet in the Community Business District. The applicant will have. to adjust this setback for approval. Roof top equipment will be screened by parapets that range in height from 6' to 4'-3". The elevation drawinw-.c*mY.--&wuatescreenin,(�--��aeraq�-t ur:u height for rooftop equipment is between 42" and 44". • for such fencing meets the requirements of the City. 6. Liglifing-Man The Zoning Code limits light intensity along a street not to exceed 1.0 foot candles at the right-of-way line. The photometric plan indicateslight readings well below the maximum allowed along Winnetka Ave, and 3611, Avenue. The photometric plan indicates the placement of four pole mounted lights serving the parking areas of the site. The specifications given by the applicant for the height of the pole mounted lights meet City Code requirements with the plan indicating a maximum height of 25'. The Zoning Code also states that lighting for open parking areas in medium activity community shopping centers will maintain a minimum of .6 foot candles. The photometric plan indicates that lighting in the open parking areas meets this standard. The Zoning Code states that a minimum of 5.0 foot candles will be maintained at arl commercial building entrances. The photometric plan submitted by the applicant indicates that this standard is being met with the designed lighting. 7. Signage Me submitted plans indicate the use of one monument sign that will be located near the Winnetka Avenue entrance to the site. The applicant proposes to relocate the existing Planning Case Report 14-07 Page 6 8/6/14 monument sign located on Winnetka Avenue that currently serves the shopping center to the new location indicated on the site plan. Once rented, the individual retail spaces (3) will have wall mounted signs on both the front (south elevation) and back (north elevation) of the building. It is worth noting that the wall mounted signs on the rear of the building (north elevation) will improve the overall aesthetic of the building by creating a "storefront" appearance facing WhAvenue North. There is also a proposed wall mounted sign on the northwest elevation "clipped corner" of the buildin . The preliminary site plan shows this sign to read innetka Commons" to 9 identify the shopping center as a whole. The City Fire Inspector shall determine the required number and location of hydrants to serve the facility, to be installed at the cost of the applicant. The utility plan shall be subject to final review and approval of the City Engineer and Fire Inspector. 5', Stormwater and Draina The applicant is proposing to remove an existing surface level stormwater detention pond on the northwest comer of the site, and implement an underground CMP detention system to replicate the existing on-site capacity. The storm water and grading plan must be approved by the City Engineer and meet watershed district requirements. The applicant has contracted with an independent consultant and Certified Wetland Delineator to assess the existing stormwater retention pond. The pond appears to have been excavated in upland soil "man made" and not subject to Wetland Conservation Act (WCA) regulation. The applicant has provided a copy of the full report to City staff. a. Building Materials. The applicant has created visual differences on the building by usinb a combination of EIFS, gl+ o♦ ording to New Hope Design Guidelines. However, for final approval the applicant must indicate on the plan the percentage breakdown of each material on each elevation to ensure full compliance. b. Building De�jjo. The proposed building is one story in height and uses a commercial architecture consistent with the existing retail buildings on the site. The proposed colors blend with the surroundings as the applicant is replicating the color scheme of the existing on-site retail. The placement of signage, trellises, and false windows on the north elevation (rear) create a "faux storefront" effect facing the public street and enhance the overall aesthetic of the building. Articulations in the roof line help break up the faqade and provide appeal to the front of the building. Planning Case Report 14-07 Page 7 8/6/14 The building design has done a good job of defining the base, middle and top of the building faqade. They have used vertical design elements to provide distinct modules, and used go lass canopy to prvide architectural amenities. 11. Outdoor Dining Area An accessory outdoor dining area is and administrative use in the Community Business district. The proposed outdoor dining area includes three tables and a screening fence. The design of the area generally meets the outdoor dining requirements. To receive the permit for this use the applicant will have to provide additional details regarding the storage of any removable outdoor furniture and provide outdoor refuse containers if the patio is self I The applicant is proposing to designate 10 percent of their parking lot for snow storage. The site In indicates the specific areas. The required parking for the site is 212 stalls. The applicant is proposing 242 stalls, which is 30 stalls in excess of what is required. These additional 30 spaces will be used if necessary catch basins or fire hydrants will be utilized before taking up parking stalls. If there is the use of a commercial snow melter. An access manhole will be provided into the CMP -4 4#, t0utr &xns. The snow melting option will be reviewed against the capacity and operation of the underground stormwater system to insure the snow will melt and that depositing snow in this facility will not compromise its operation. Additionally, the applicant's narrative shall include a description of events or benchmark that may trigger the need for snow melting or removal. IMMM41ii` It is the purpose of this chapter to make certain regulations and requirements for the Mkliv�in andfif I attirr-f �Iand �within �the ci� & pursuant to the authority contained in Mirm. Stat. 462.358, which regulations the city council deems necessary for the health, safety and p b i,-m*HXra-1 ity-a Wr.-, bisLthe ie x♦sef ft�scha�cter to �saf eguard the be*q interests of the city and to assist the subdivider in harmonizing his interests with those of the city at large. Findings. The applicant has submitted all of the necessary paperwork and plans related to the existing condons and the preliminary plat. The applicant is also requesting both a preliminary and final plat approval from the City Council. Planning Case Report 14-07 Page 8 8/6/14 2. Site plan review Modification of or additions or enlargements to a building, or buildings, accessory site improvements, and/or land features of a parcel of land that result in the need for additional parking or increase the gross floor area of the building by 25 percent or more require site plan review. Criteria. In making recommendations and decisions upon site and building plan review applications, the staff, planning commission and city council shall consider the compliance of such plans with the following standards: (a) Consistency with the various elements and objectives of the city's long range pla including, but not limited to, the comprehensive plan. Findin . The city's long-range plan is for continued redevelopment, expansio Zs renovation, and development within in the city. This proposal is also consistent wi specific goals of the Comprehensive Plan, calling for efficient land use through i I place expansion as land for new development is limited. The proposal will al f generate new traffic to the shopping center and create new retail space I businesses that are complementary to the existing businesses of Winnetka Commo and the surrounding area. Find* dir�q The proposal is generally consistent with the purposes of the Code - ,E. (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 applicant is replacing existing trees that are removed with new trees on a 1:1 ratio and saving any trees that they can. Additional shrub plantings that line the north and west sides of the building and property lines will enhance the view from the public right of ways. Grade changes that result from filling in the existing stormwater pond will not degrade the overall appearance of the area. 1-1 (d) Creation of a harmonious relationship of bui-ldincrs and open spaces with the terrain and with existing and future buildings having a visual relationship to the proposed development. Findings. Staff believes the proposal for site and building is adequate and will beA� a harmonious nature. The proposed building is designed to blend in with zxisting retail center by using similar architecture, design, and color pattern. 0 (e) Creation of a functional and harmonious design for structures and site features including: Planning Case Report 14-07 Page 9 8/6/14 1. Creation of an internal sense of order for the various functions and buildings the site and provision of a desirable environment for occupants, visitors, and t general community. Findings. The proposed project includes the construction of a single story mult tenant retail building. The placement of the building near the public right(s) of w is desirable and provides screening of the shopping center parking lot. If o redesignel- tmeet code and safety recommendationso , the pedestrian access frm Winnet Avenue will provide a welcoming entrance to the entire shopping center for no vehicle traffic. 2. Appropriateness of the amount and arrangement of open space and landscaping to the design and function of the development. Findings. The landscaping design and layout function well for the property. The proposed plantings along Avenue and 3611, Avenue will help screen the building and parking from the public right(s) of way. Tree plantings in the parking islands will enhance the aesthetics of the parking area in total. Open green space along Winnetka Avenue and 36t', Avenue will provide for future utility access, and help with snow storage while contributing positively to the appearance of this corner. 3. Appropriateness of the materials, textures, colors, and details of construction as an expression of the design concept of the project and the compatibility of the same with the adjacent and neighboring structures and functions. Findings. The proposed building materials and colors are consistent with the intent of the New Hope Design Guidelines. The materials and colors chosen are similar andcomplimentary to the existing retail center. However, for final approval the applicant will have to provide the percentage breakdown of each material used on -ach elevation to ensure compliance with New Hope Guidelines. 4. Adequacy of vehicular, cycling and pedestrian circulation, including walkways, interior drives and parking, in terms of location and number of access points t4l 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 use of sidewalks throughout the development will help ensure pedestrian safety. If revised to meet City Code and safety recommendations the yro*�o,*T-Z#V,idewalk connection to Winnetka Avenue will invite pedestrian traffic into the site. Existing vehicle access to the site is adequate with three main entrance points to the shopping center for customer use. The parking provided in the site plan Planning Case Report 14-07 Page 10 8/6/14 exceeds the required amount. Maneuverability for emergency vehicles has been studied and designed appropriately. 5. Creation of an energy -conserving design through design, location, orientati and elevation of structures, the use and location of glass in structures, and t] use of landscape materials and site grading. Finding—s. The proposed building will use modem bung materials an technologies to maximize energy conservation. The horizontal axis of the buildi runs east to west and the south elevation contains several large windows, there maximizing solar heat gain in the winter months. 6. Protection of adjacent and neighboring properties through reasonable provisio for such matters as surface water drainage, sound and sight buffers, preservati of views, light and air, and those aspects of design, not adequately covered other regulations, which may have substantial effects on neighboring land uses. Findings. The proposed underground storm water retention system will 'rep e lica I thfunction and pao cacity f the existing opo strm water nd providing adequa control of surface water drainage on the site. I] 0 f i1, -11, 1 `f I I =0ifs - The purpose of this section of the zoning code is to provide for the grouping of lots buildings for development as an integrated, coordinated unit as opposed to traditionri parcel by parcel, piecemeal, sporadic and unplanned approach to development. This secti is intended to introduce flexibility of site design and architecture for the conservation land and open space through clustering of lots, buildings, and activities, which promote t - goals outlined in the comprehensive plan or serve another public purpose. It is furth intended that planned unit developments are to be characterized bycentral managemen integrated planning and architecture, joint and common use and maintenance of parkin open space and other similar facilities, and harmonious selection and efficient distributio of uses. The PUD process, by allowing deviation from the strict provisions of this Cod. related to setbacks, heights, lot area, width and depth, yards, etc., by either conditional us permit or rezoning to a PUD district, is intended to encourage the following standards: ERE = '0 a 3� . . - 0 . � 11 �14 a Findings.. The proposal is consistent with specific goals of the Comprehensive Plan. The Comprehensive Plan states that the City wishes to promote private reinvestment, renovation, and in-place expansion. Available land for commercial development is limited in the city. The proposal promotes on-site expansion given this limitation. The proposal will also attract new traffic generating businesses that Planning Case Report 14-07 Page 11 8/6/14 are complementary to existing businesses and will contribute to the customer attraction and business ihterchange of the local commercial areas. (b) Innovations in development to the end that the growing demands for all styles of and by the conservation and more efficient use of land in such developments. Findiggs. Given the limited land available for new development, the proposed project promotes efficient land use through on-site expansion by increasing the system is an innovative way to make the expansion possible. (c) The preservation and enhancement of desirable site characteristics such as existing f f,Inrl C revention of soil erosion. Findin-gs. Mature trees that are removed ud1l be `# 'f1 for I with like trees. Diseased and dying vegetation will be removed to accommodate new plantings. The overall landscaping plan introduces new types of vegetation to the site. Site grading 1.0ans will ensure the prevention of soil erosion. (d) A creative use of land and related physical development which allows a phased and orderly transition of varying land uses in close proximity to each other. Me proposea project prom(cres a caw - existing storm water pond underground to make room for the new building. fowering development costs and public investments. Findingsi The project promotes efficient use of land through on-site expansion. N�f., new streets or roads will be created and no new public utilities will be extended as id ma aAp����d thr2_jVJ'i"2 strict application on zoning and subdivision regulations of the city. I Findings. The requested conditional use permit for PUD will allow the applicanlj flexibility in implementing e shared parking and accss arrangements with the existing Winnetka Commons retail center. Planning Case Report 14-07 Page 12 8/6/14 The Design and Review Committee met with the applicant on July 17th. The committee was in favor of the proposed development. MMZM�■� a. Subdivision and platting — quasi-judicial b. Site Plan Review — quasi-judicial 2. Timeline a. Date Application Deemed Complete: July 25,2014 b. End of 60 -Day Decision Period: September 23,2014 V1. Notification Property owners within 350 feet of parcel were notified by mail and a legal notice was published in the SunPost newspaper. Staff has received some questions regarding the development. QWEr� The a licant is Nro�#.osing to subdivid,11, develop a multi -tenant retail building on the proposed newly created lot. The requested condition It' use permit for a PUD will allow the applicant the flexibility in implementing shared parkin I stormwater retention, and access arrangements with the existing Winnetka Commons retail center. 1 proposed project promotes on-site expansion to create higher commercial density on the parcel. new development will generate increased consumer traffic to the site and promote ■us2e 1 interchange. IX Recommendation This proposal provides an opportunity for new commercial development in the City. The propos building and site design generally meet the objectives of the City's Design Guidelines a os [ a] Comprehensive Plan. However, in our review of the conditional use permit for a planned u development, staff recommended that the building be relocated to increase the setback from Winit - Avenue by a minimum of 7 additional feet. The applicant feels strongly that this adjustment is n justified. Therefore, in this rkgard the y ing ,,lann commission mai!, choose to recom, application without this adjustment, recommend denial of the application, or table the applicatio pending the submission of a revised site plan. If the commission recommends approval of t 2pplication Staff recommends following conditions: Planning Case Report 14-07 Page 13 8/6/14 Preliminary and Final Plat &Zff recommends approval subject to the following conditions: 1. The applicant shall pay a park dedication in the amount of $2,075.00 prior to recording the final plat. �111111• . 1 0 19 M- INIIIIIIIIIIIIIql I 111 11 4. The existing drainage easement for the stormwater pond that is being filled in will be officialy v,?,c,?.ted and the vacated easement will be recorded with the County. 5. The City Engineer and Public Works Director will review and approve the location and widths of the proposed new drainage and utility easements. SitePlI an 'Review In conjunction with the preliminary and final plat approval, staff recommends the site plan be approved subject to the following conditions: 1. The grading, drainage, and stormwater treatment plans shall be subject to review and approval of the City Engineer and Basset Creek Watershed District. 2. A cross easement for drainage must be created and recorded against the properties for the underground stormwater storage system. 3. The applicant must submit for review and approval by the City, an underground stormwater facility maintenance and upkeep plan that outlines the terms for maintenance, repair, and cleaning of the facility, as well as the distribution of costs between the two lots. This agreement shall be recorded against the properties. 4. The City Fire Inspector and City Engineer shall review and comment on the acceptability of the utility plans, hydrant location and fire connection location. 5. The applicant shall provide lighting cut sheets illustrating the light fixtures, pole heights, of wall exterior light fixtures. All light must comply with the cutoff standards of the New Hope City Zoning Ordinance. 6. The applicant shall enter into a development agreement prepared by the City Attorney that outlines all conditions of approval and secures all site improvements. 7. The applicant must obtain all required permits and inspections prior to opening. Planning Case Report 14-07 Page 14 8/6/14 Conditional Use Permit for Planned Unit Development In conjunction with the preliminary and final plat approval, and site plan approval, staff recommends the conditional use permit for PUD be approved subject to the following conditions: 1. are access and parking easements will need to be provided over applicable areas on of lots and such documents shall be approved by the City attorney and recorded against the properties. 2. A maintenance agreement outlining the terms for sweeping, snow removal, parking lot maintenance, and repair must be submitted for city review and approval by the City attorney and recorded against the properties. 3. The applicant must submit a detail on the selected bicycle racks. 4. The applicant must provide revised site plan addressing the pedestrian access recommendations of this report. 5. Building materials must comply with the standards of the New Hope Design Guidelines. 6. Trash enclosure must be setback 20 feet from the west lot line. 7. Applicant will agree to paint the extPrinreled-f-rical utility box on the elevation east '- match the L I III LU building. Attachments: ® Application * Planning Case Report 14-07 * Planning consultant memorandum Uuly 0, 2014) * Response letter from applicant regarding increased setback request (August 1, 2014) * West Metro Fire and Rescue memorandum (July 31, 2014) * Stantec (City Engineer) Letter (July 31, 2014) * Design and Review Committee notes (July 17, 2014) * Applicant narrative * Location map * Plans with Preliminary and Final Plat * Application to Planning Case Report 14-07 Page 15 8/6/14 ASSOCIATED w INC. 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763,231.2561 plan ners@nacpla nning.com M11 11-CWTHT" Sargent TO: Jeff DATE:FROM: Alan Brixiuc July 30, 2014 RE: New Hope — Winnetka Commons Plat — Ordinance review summary Commons N ,d " i LLC wishes to add ; 4656 ,qbuilding ti the Winnetka Commons Shopping Center at the corner of Winnetka Avenue and 36 th Avenue north. To facilitate this development they have re M, e 1 considerationfolloweM o ! , applications. lot will contain the new 4656 sq. ft. retail building. Conditional Use Permitfor PUD. The proposed development currentlyo", to the CB, Community Business District.op g Center was approveas a conditional planneddevelopment.Cpl are requestingamendmentCUP/PUD allow the subdivision of the property and to integrate the new building with the shopping cent site. The CUP/PUD pr d flexibilityp,,rg shared parking, d access and Vacation.share storm water facilities. Easement applicant also o: 7f existing drainage CountyThe applicant is requesting approval of both preliminary and final plat approval. The propose plat is a two lot subdivision. In review of the plat we offer the following analysis. Any plat that abuts a county road #jo county review and -4-fir Any local approval oo county review comments. Lot area: The site is zoned CB Community Business district does not have minimum lot area or lot width standards. Proposed lot 1 contains the larger shopping center will have a land area of 4.1 acres. Proposed lot 2 will contain the new building will have a land area of .8 acres, Access: The access to - subdivision will remainunchanged. - lots" shared access. Separate cross access and parking easements must be prepared by the applicant and approved by the city. These easement must be recorded against the property or insure long term access is available to both lots via existing driveway system. Easements: The existing survey shows the extent of the existing drainage and utility easement covering the property. The applicant is requesting the vacation of the existing easement r dedicating new property line easements in its place. * dr„ g the vacation of the existing easement the city must weigh the following considerations. 1. Will the underground storm water facility offer the capacity and operations to address the site's storm water management needs? The city engineer and Bassett Creek Watershed District will provide analysis and recommendations on this system. 2. Does the new development fit the site and function compatibly with the shopping center • adjoining streets. 3. The existing utility easement at the corner of Winnetka and 36 th Avenues contains other utilities and traffic control boxes. Does the new 10 foot property line easement offer sufficient width to access and maintain this in-place equipment. 4The current pond provides snow storage area for the shopping center. Can the applicant provide adequate snow plowing, storage or removal plans to compensate the loss of - *o vacationThe public easement requires a public hearing before approvals of the Subdivision will be conditioned on Council approval of the easement vacation. If the existing easement is vacated the plat will dedicate property • sufficient to cover in-place utilities? The plat shows easements at a width of 10 feet consistent with city standards. The City engineer and the Public Works Director must review the new easements to determine if they are adequate to address existing conditions. 0) The site plan locates the new building in the extreme northwest corner of the Winnetka Commons shopping center site. This location is intend to take advantage of the sight lines along two majorstreetsd integratethebuilding with., balanceof the shoppingcenter with least amount of disruption.,, ng ans M: offer ., , -1- he site is zoned CB district. Thefollowing setbacks will apply; it appears that the site plan .neets these buildingsetbacks: streets.In the original plan submission the drive through service lane was located 10 feet from both Winnetka and 36 0 Avenues. The new plan has increased this setback to 13 feet along Winnetka Avenue and 18 feet from 36t" Avenue. In the original staff review Planning and Public Works raised concern over this small setback citing the following issues. 1. According to ordinance the drive through lane must be screened from public The proposed landscaping and retaining wall is located within the setback area, Ten feet of the setback oof easements. The easement along alreadyis -r by a variety of utilities. The landscaping utilities with regard d '+w access and maintenance. public2. Winnetka Avenue is a two lane County road with a sidewalk and 36 th Street is also a wide street with a sidewalk along the south side of the street. The current pond area Within a street applicant - setback removalbetween the drive through lane and these streets and sidewalks is not sufficient for snow rag In staff review, we suggested the elimination of six parking stalls east of the proposed buildii!�g ' shifting the building aby anothero 12 feet. The applicant has already -d the building south by 8 feet over the original site plan, this may be adequate along 36th Avenue. Shifting the building to the east will eliminate the competitionbetween the City d property owner for snow storage along the streets and sidewalks. 3 Required r Front. 10 feet 31 feet Side, interior. 10 feet 54 feet Side, tr t, 20 feet 27 feet Rear. 30 feet. 107 feet Parking r streets.In the original plan submission the drive through service lane was located 10 feet from both Winnetka and 36 0 Avenues. The new plan has increased this setback to 13 feet along Winnetka Avenue and 18 feet from 36t" Avenue. In the original staff review Planning and Public Works raised concern over this small setback citing the following issues. 1. According to ordinance the drive through lane must be screened from public The proposed landscaping and retaining wall is located within the setback area, Ten feet of the setback oof easements. The easement along alreadyis -r by a variety of utilities. The landscaping utilities with regard d '+w access and maintenance. public2. Winnetka Avenue is a two lane County road with a sidewalk and 36 th Street is also a wide street with a sidewalk along the south side of the street. The current pond area Within a street applicant - setback removalbetween the drive through lane and these streets and sidewalks is not sufficient for snow rag In staff review, we suggested the elimination of six parking stalls east of the proposed buildii!�g ' shifting the building aby anothero 12 feet. The applicant has already -d the building south by 8 feet over the original site plan, this may be adequate along 36th Avenue. Shifting the building to the east will eliminate the competitionbetween the City d property owner for snow storage along the streets and sidewalks. 3 The City requires o p p g center parking f of a per 1000q estimate that considering the combined floor space of the existing shopping center (42,476 sq. k 4,656 6 q the following parking ; required, bse current standards (47,132 sq. ft. x .9 = 42,418 sq. ft. / 200 = 212 required parking spaces). The site plan suggests that with the build out of the new building the entire site will have a total of 242 parking stalls available. Parking r drive areas meet Ordinance- odesign of off-street parking commercial Bicycle parking is required for all commercial land uses within the •, District. The site is building,required to provide a minimum of 4 spaces plus 1 space for every 30 automobile parking stalls. Based on this formula the Winnetka Commons Center and new building require 12 bicycle parking spaces. The site plan illustrates bicycle parking in the following locations: 2 spaces at the new r .ces at the hardware store. spaces near Tires Plus. The applicant Applicantsmust provide design details on the bike racks. The r"storage areas for r in excess parking stalls. They indicateto manage snow effectively they have the ability to provide snow melting within the 72 inch diameter CIVIP underground detention meltingThe snow option be e against the capacityany operation o f the underground o # and that depositing snow in this facility will not compromise operation. Additionally,applicant'sinclude description of e o benchmark that may gr„ the _r for snow melting or removal. The city may r loading or waive the provision of r.: d : r area for buildings smaller than 700 sq. applicant has provided d.g,► r how buildingwill res truck turning movements in the parking lot serving the newbuilding. ►diagramsdeliveries present no maneuvering problems. %" trucks will require additional turning movements but appear to be able to navigate the site without compromising automobile parking. � r t Drive through service lanes are an administrative ;ite plan and layout of the drive through lane we offer the following comments. 0 requirements.1. The service lane provides approximately 160 feet of automobile stacking which exceeds city 2. The applicant proposing d of a►*, Cotoneasters, which is a hardy, dense growing shrub that will adequately screen the service lane and contribute to the appearance building. 3. The - and building -. od e ne location of the menu x board and intercom on the north of the building. The locationd orientation o the street. The menu board is showno be approximate 6.5 feet in height4' 24 square dimensions the menu board will be partiallyscreeno" the street. The intercom not exceed 55 decibels measured at the property 4. The applicant has provided a diagram showing automobile maneuvering through the service lane. 5. Sta4 is recommending that the building and drive through service lane be shifted east 7 to `12 feet to afford space for snow storage from both the public streets and sidewalks and the service lane. The New Hope Design Guidelines directs that primary building entrances be designed to link to public walkways. The site plan shows a 3 foot wide sidewalk connection between the sidewalk on Winnetka Avenue and the building. Review of the pedestrian access raises the following 2. The sidewalk from Winnetka Avenue crosses thedrivethrough lane just after the service window, this location raises concerns for distracted drivers moving away fro the service window without looking up for pedestrians. The site design limits the available locations for «pedestrianaccess alongthewest sideof the site. To . d. , I safety concerns the following options may be considered. Provide a widerw^ • crosswalk to 6 -f -r more spaceopedestrians e Redesign the Landscape plan to open sight lines where the sidewalk enters the drive though lane crosswalk. 5 Signage ocrosswalk. planningElevate the pavement within the sidewalk to act as a speed bump. The commission in considering this pedestrian c+ r determine foregothe aforementioned design features are sufficient to insure safe pedestrian access. If not, the city may dewalk connection from shiftedThe site plan does not provide a sidewalk connection from 36 th Avenue. If the building is to the east and the head in parking at the driveway entrance is eliminated extend this area will provide space for a sidewalk along the west side of the driveway that may o the front of the building. closerThe front yard setback in the CB district was reduced to 10 feet to bring building storefronts * the street. This site plan designof the building oriented to the street. This raises concern with building appearance, facades VA eq This is a PUD amendment and the applicant must demonstrate a quality building and streetscape appearance at this major intersection to gain approval. They will ne- d to appearance,demonstrate how the building meets the New Hope Design guidelines with regard to buildinov, ation, streetscape, pedestrian amenities and landscape amenities. The ocompareswing review proposed building to the New p- Design rµ finishes), glass, and CMU block. The exterior finishes do not appear o meet material standards of the design guidelines. The Applicant must provide a percentage breakdown to demonstrate compliance with the New Hope Design Guidelines. 5. Entrance and secondary emergency exit doors are provided for suites 1 and 3 of the proposed retail development. Suite 2 (center bay) only has one entrance; this will result in some occupancy restrictions. 6. The building elevations show that rooftop equipment will be screened from adjoining streets and properties by the building parapets. The applicant has extended parapets around all sides of the building. Electrical equipment will be located in a cabinet on th'_'.�, east side of the .t.:.4- We recommend that the cabinetpainted to match the building. w� 11 1111 rif 1 setbacks.The site plan shows a trash enclosure located south of the proposed building, with an 18 foot setback from Winnetka Avenue, this must be increased to 20 feet to meet required CB District indicateTrash enclosures must be constructed with walls of architectural elements (type, quality and appearance) similar to the principal structure, and must be tall enough to fully screen waste containers from view from adjacent properties and the public right-of-way. The trash enclosure details 1".sq.area,height. constructed of rough finish CMU to match the building. The proposed gate will be standing seam metal. This structure meets the City's design Storm vvater Ii Landscaping,The project is proposing to remove an existing surface level stormwater detention area on the NW corner of the site, and implement an underground CMP detention system. This proposal is subject to review & approval from the city engineer and watershed district. gandScreening. our - ofthelandscape p a .. offer 1. The select plant list chose plantings and tree that are hardy and appropriate for Minnesotaclimate. TheHoneyLocuston p' preferred 2. Cotoneaster is being used to screen the service lane; this is a hardy shrub that grows dense,forming r #off landscape 3. The landscape plan indicates that the irrigation will be installed to the landscaped areas. Irrigation d ` # to landscaped parking l oislands. u a If the Winnetka Avenue sidewalk is installedlandscape plan must berevised to illustrate the sidewalk and how landscaping would be installed to open sight lines at the service lane. PRELIMINARY PLAT: In review rliminary plat we can recommend rvl with the followingconditions. 1. Approval of the undergroundto r storage system by the CityEngineer Bassett Creek Watershedisict, Submission a maintenance n for the underground systemry it. City in r and Public Works Director Review and approval the location an its of the proposednew drainageutility ° nto. 3. Subject v ite and buildingIn. 4. Subject to CityCouncil vacation of exis i t, FINAL PLAT: The approval the final plat is subject to the followingconditions. 1.. City Council vacation c i i . 2. Submission cross c cross parking nentire subdivision to be reviewed r v the city attorney. 3. Submission cci ti documents that outlines maintenance,repair, and financing shareof riv taccess, parking, utilities, i nd storm water facilitiesto be reviewed and approved the city attorney. 4. City t rney review of the final plat, title and recording dcc , 5. The applicant enters into v l t agreement that outlinesterms development. In our review of the Winnetka Commons CUP/PUD, site and building specifically conditions or table the application depending submission of a revised site plan. We recommend the following conditions !' n any rpp f; l o, this application. 1, Shift the building and drive through service lane east 7 t® 12 feet to accommodate snow storager both the public street and sidewalkprivate is lane. 2. Submission cross cc n parking c two lots. ieasements are ject to review n ry the city attorney, 3e Submission of a detail on the selectedbicycle 4. Provide revised it l addressing trian access recommendations of this report. 5. Building materials must comply with the standards of the New Hope Design standards. 8. City Engineer + Bassett Creek Watershed District approvalof the site gradin +� drainage, and underground ,�,:waterdetention 9 R a r I . . A Sto Firlir�� mm Suite 513 Anneapolis, IVIN 55401;-- zz= City of New Hope 4401 Xylon Avenue North New Hope, IVIN 55428 M Td: 612-252-9070 Fax: 612-252-9077 www.landform.net 111W Design Guidelines, which is a guiding document included as Appendix E of the Comprehensive Plan. We have worked with the City to balance our private property rights with the City's goals for a vibrant community. This is a redevelopment site in an urban area and, as such, the site area is restricted by existing conditions. Our original submittal complied with the City parking and building setbacks. However, after meeting with the City, we redesigned the site to increase the setbacks and provide even more green space adjacent to the public right-of-way as requested by City staff. However, we cannot increase these setbacks any further without severely restricting the functionality on our site and the larger shopping center. The ordinance requires a 3 -foot setback (Section 4-3(e)6(c) of the Zoning Ordinance) for parking and our current plan provides a 17+ foot setback along Winnetka and a 13 - foot setback along 36th Avenue. In order to accommodate this change, we also shifted the building south and east to continue to accommodate the needed parking and drive aisles. These concessions resulted in a considerable loss of developable area and amenity space for the proposed project. The request for additional space beyond the required setbacks outlined in the code seems to be driven by the desire to create areas for the storage of snow from the public right-of-way. We do not r7tTIM Me iantoliner to preserve space lor puDhc snow 04-1110 A L storage. While we understand the challenges of maintaining public streets in Minnesota and we have worked to provide some accommodations, we simply cannot provide any additional space for public snow stonage. Landform"', Sensibly: —,`end Sit® 1. Firtl.h` are registered service marks of Landform Pmfessiona I Be r,hms, LLC. M H M M The City has previously stated that the request is reasonable because "the City enjoys ample room for snow storage in this area with an existing easement over the whole pond area". As we have stated, that pond was designed and constructed solely for the purpose of managing the drainage from this private site. Its design did not account for any contributions other than the drainage from this site. Any contributions, stormwater or snow, from the public right-of-way diminishes the capacity and ability of this private pond to function. The easement placed over this facility was to grant access for maintenance and repairs only and never contemplated additional contributions. Regardless of this project, the owner requests the City cease any operations that reduce the ability of the pond to manage our internal stormwater volumes. In our current proposal, we have provided more space than would typically be provided adjacent to a public street. Our plan as currently proposed provides 13-17 feet (4 to 6 times the required setbacks) tf private property to accommodate your request for public street snow storage. We are pleased that we were able to revise our plans to increase this setback while maintaining the viability of the site. We hope that with these changes, the City will support our development proposal. We look forward to beginning construction and being part of the New Hope business community. M= I M i rd . # . Re: Parking and Building Setbacks at Winnetka Cornmonz 08/01/14 c,tant, C M-Pi9of 010,11101 Attention: Jeff Sargent t-Meft,r #f-C*sTrr-rmmty City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 2335 Highway 36 West St. Paul MN 55113 Tel: (651) 636-4600 Fax: (651) 636-1311 0 We have reviewed the revised redevelopment plans for Winnetka Commons as submitted by LS Reality Group on July 25, 2014. Th -p # omments provided during the al review were either addressed, or are shown with the following comments and/or recommendations. 1. Wet protection needs to be identified on the existing catch basins located on Winnetka Avenue and 36th Avenue. Verify symbols on all catch basins. 2. Internal site EOFs should be identified on the grading plan. Sheet C4.1 - Uffiffies 1 - identlf," a!-' utility Cowasements. Y a. The underground storm water system will require an easement and maintenance agreement. 2. Wet tap connection to existing water main is not allowed. Connection to water main shall be via tee and sleeve, and the valve shall be installed at the property line. a. Show existing water valve details for when the water shutdown occurs. 3. This property is located in the Bassett Creek Watershed and does require a Commission plan review. Send plans and storm water calculations as required. D&91-1 WMCL 'nu;u*, �r nnL)d 4. Connection to the sanitary sewer manhole on 36th Avenue shall be completed via outside drop, if required. A sanitary sewer inside drop is not allowed. Either install a new outside drop manhole or core drill and install an outside drop. The existing invert may require reconstruction. 5. Underground Storage Tank a. The 72" diameter CMP detention system storage volume (0.81 AC -FT) does not match the supporting HydroCAD analysis and should be updated. b. Additional details about the underground storage systems should be provided to the City for further review. c. Maintenance access points should be included on the plan sheets. d. The proposed plans show no pre-treatment of parking lot runoff prior to discharging into the underground chamber. To allow proper function of the chamber and minimize the frequency of maintenance, pre-treatment of runoff from the parking lot is recommended. The Minnesota Stormwater Manual provides guidance for proper pre-treatment of runoff. Wlq= I . Provide record plans or as -built drawings following project completion, with post construction elevations and locations. 2. The City will provide a sample maintenance agreement specifying the scope and frequency of inspection and maintenance activities for the underground site storm water system. This maintenance agreement meets the requirements of the City's MS4 permit [Part 3.D.5.a.(5).(a)-(cfl as follows: * Allows the [City of New Hope] to conduct inspections of structural storm water BMPs not owned or operated by the [City of New Hope), perform necessary maintenance, and assess costs for those structural storm water BMPs when the [City of New Hope] determines that the owner and/or operator of that structural storm water BMP has not conducted maintenance. * Includes conditions that are designed to preserve the [City of New Hope]'s right to ensure maintenance responsibility, for structural storm water BMPs not owned or operated by the [City of New Hope], when those responsibilities are legally transferred to another party. * Includes conditions that are designed to protect/preserve structural storm water BMPs and site features that are implemented to comply with Part III.D.5.a(2). If site configurations or structural storm water BMPs change, causing decreased structural storm water BMP effectiveness, new or improved structural storm water BMPs must be implemented to ensure the conditions for post -construction storm water management in Part III.D.5.a(2) continue to be met." Design with carnmunif,,! ii,) rAnd July »<«« Mr. Jeff ar 'so- >* k. Hennepin County needs to review the plans as there is work adjacent to the County right of way on Winnetka Avenue (County Road 156) If you have any questions or require further information please call me at( 7yf . A0 , LAAQ,O� Christopher W. Long, P.E]. c. Aaron Chirpich, Roger Axel, Bob Paschke, Bernie Weber - New Hope; Alan Brixius - NAC Planning; Brad Schleeter, Rob Monk, Adam Martinson, Jeremy Hauser, Chad Davison - Stantec. Design w > c'crnrnuqy h rnind Servhg the Cities oj' ®Crystal New Hope 4251 Xylon Ave K New Hope, MN 55428 Voice 763.230.7000 Fax 763°230.7029 Re: Revised plan review for Winnetka Commons dated 07/25/2014. West Metro Fire -Rescue District conducted a revised plan review for a new building located at Winnetka Ave and VhAve North, New Hope, At this time all issues have been addressed on the plan. If there is any question you can contact me at (763) 230-7006 Shelby Wolf' Deputy Fire Marshal ik.,Nvw. westnietrofi re, coni I'- U LLM U V LL= 0MR91M CITY OF NEW HOPE sty, LIUMI " . RMOT-8,71M4 Case No. Date Filed '7h /114 Receipt No. Received by Basic Fee _3 �5106 !SkW q905�' Name of Applicant: Winnetka Commons Holdings LLC PID 2011821220012 V &v�'Vzva Legal Description of Property: Lot 1, Block I winnetka Commons Addition OWNER OF RECORD: Name:Winnetka Commons Holdings LLC Address: 13949 Ventura Blvd #300 Sherman oaks, CA 91423 Home Phone: (818) -922 -2200 Work Phone: (818) 922 -2200 —F(818) 922-2201 Property Owner Type of Request: (pertaining to what section of City Code) 1' Application prowl, Preliminary and Final Plat Approval, Site Plan Review Please outline Description of Request: (use additional pages if necessary) Please refer to the attached narrative Why Should Request be Granted: Please ref er to the attached narrative im, Tate. -ircludina the Ine city ana trial, waourflonal YeTUS are rreq.1 rig-riuIre additional r)avrn-ent. The city hereby notifies the applicant that state law requires that the development review be complet within 60 days from the citys acceptance of this application. If the development review cannot completed within 60 days, regardless of the reason, the city shall extend the review completion deadli an additional 60 days as also permitted by state law. Development review shall be completed within 1 days unless additional review extensions are approved by the applicant in writing. The Communi Development Department will notify you of all meetings. 611,14r W%A%4% -ct Cc4",-uwL-.i, PJAio�3, LLC- WA V UJAM FOR 01' —111- —USE OWLY Evidence of Ownership Submitted: Yes— No— Required Certified Lot Survey: Yes— Nc— Required— Legal Description Adequate: Yes No— Required— Legal Ad Required: Yes— No— Required Date of Planning Commission Meeting: Approved: Denied: Approved: Denied: — By City Council on: WINNETKA. COMMON'S 2ND ADDITION KNO 'V ALL PERSONS BY THESE PRESENTS: 114A7 WINNETKA COMMONS HOLDINGS, LLC, l. DELAWARE LIMITED LIABILITY COMPANY, PEE OWNER OF THE rOLLOWNC OSSC910EO PROPERTY SITUATED IN THE COUNTY OF HENNEPIN, STATE OF, MINNESOTA, TO WIT: LOT 1, BLOCK 1, WINNIETKA COMMONS HAS CAUSED THE SAME TO DE SURVCYEP AND PLATTED AS WNNETKA COMMONS 2NO ADDITION AND DOES HEREBY PEOCATE TO THE PUBLIC POP. PUBLIC USE FOREVER THE EAS NTS POP DRAINAGE AND UTILITY PURPOSES AS SHOWN ON THE PLAT. IN WITNESS WHERE -Or SAID WINNETKA COMMONS FULLING% LLC, A DEL,'.WARE LIMITED LIABILITY COMPANY, HAS HEREUNTO SET HIS HANP, THIS - DAY OF , 20- STATE OF COUNTY OF TI -r, rORCCOWC INSTRUMENT WAS ACKNOWLErCED L39POPE ME TWO - 0;,Y OF 20 . BY WINNETMA COMMONS HOLPINCS, LLC, A DELAWARE LIMITED LIABILITY COMPANY, ON BEHALF OF THE COMPANY. NOTARY PUBLIC, COUNTY, PRINTED NAME, MY COMMISSION EXPIRES 1, MAX L. STANISLOWSKI, 00 HEREBY CERTIFY THAT THIS PLAT WAS PQ6PArED BY ME OR U lle DIRECT SUPEPVIFL24; THAT I AM A DULY LICENSED LAND SURVEYOr IN THE STATE OF MINNESOTA; THAT THIS PLAT 15 A CORRECT REPRESENTATION OF THE BOUNDARY SURVEY; THAT ALL MATHEMATICAL PAT,,, AND LIBELS ARE CORRECTLY DESIGNATED ON THE PLAT; THAT ALL MONUMENTS DEPICTED ON THIS PLAT HAVE BEEN, OR WILL M CORRECTLY SET WIT14N ONE YEAR; THAT ALL WATER BOUMOAPICS AND WET LANDS, AS DEPNEO IN MINNESOTA STATUTES, SECTION 505.0SUED. 3, AS OF THE Oi:TE OF THIS CERTIFICATE ARE FAOWN AND LABSLED ON THIS PLiT; AND ALL PUBLIC %,j'AYS ARE SHOWN AND LABELED ON THIS PLAT. DATED THIS - DAY OF - 20 MAX L. STANISLO4',ISCI, LICENSED LAND SURVEYOR '194NESOTA LICENSE NO. 48488 STATE OF COUNTY OF THE FORECOINC INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS - DAY Or 20- BY MA.X L. STANISLOWSKL NOTARY PUBLIC, COUNTY, POINTED NAM MY COMMISSION EXPIRES THIS MAT OF WINNETKA COMMONS 2ND ADDITION WAS APPROVED AND ACCEPTED BY THE CITY COUNCIL OF NEW HOPE, MYNE50TA, AT A REGULAR MEETING THEREOF HELD THIS - o,',Y OF - 20_ r- APPLICABLE, THE WRITTEN COMMENTS AND RECOMMENDATIONS OF THE COMMISSIONER OP TRANSPOCTATION AND THE COUNTY HIGH'?'AY ENGINEER HAVE SEEN RECEIVED iY THE CITY OR THE PRESCRIBED 30 DAY PERIOD HAS ELAPSED WITHOUT RECEIPT OF SUCH COMMENTS AND RECOMMENDATIONS, AS PRO/VEO BY MINN. STATUTES, SECTION N505.03, SUDP. 2. CITY COUNCIL OF NEW HOPE, MINNESOTA By BY MAYOR CLERK TAXPAYER SERVICES DEPARTMENT, HENNEPIN COUNTY, MINIIIESOTA: I HEREBY CERTIFY THAT TAXES PAYABLE IN 20® AND PRIOR YEARS HAVE BEEN PAID FOR LAND DESCRIBED ON THIS RAT, DATED THIS _ PAY OF _ 20_ MARK V. CHAPIN, COUNTY AUDITOR BY. SURVEY DIVISION, HENNEPIN COUNTY, MINNESOTA: PURSUANT TO MINNESOTA STATUTES, CHAPTER 3030365 (n69), TINS PLAT HAS BEEN APPROVED THIS . 20 - WILLIAM P. SPOWN, COUNTY SURVEYOR COUNTY RECORDED, HENNEPIN COUNTY, MINNESOTA: I HEREBY CERTIFY THAT THIS PLAT OF WINNETKA COMMONS 20 ADDITION WAS PFCORCX�'P W THIS OFFICE THIS . 20 Af _ O'CLOCK _m, MARTIN rtCCRMICr,, COUNTY RECORDER DEPUTY F 0 M M M Im N89"56'52"E 574.11 -----160.86 — 413.25 ------- ---------- I I I +ORAwAfE ANO UYB.A'fY EASEMENT'.. '1 ........., I I 40 50 I 15 51 I 75 1 15 I f 94.25 I T ` I e Ems., j I 1 j j 2 z°I I 1` z I t I V I f I 15 51 1 1 � I ro I L '�• I „ A. Q ccB? f �7—DRAINAGE AND UTILITY EASEMENT—':i-1 I I I I ko C w s' ll�------------1=r----------- —J i c it o ®' r-- — — — — — — — — — — y -------------� ---J I 6 IQ 188.29 N89'56'52`E fl � bd sD 1 E I -'- -- 0 1 1 1 -- I •e I I 1 1 '-- 1 I I I I e 1 1,41 p .'s - d CZ V 101 P t5 I 40 �I ^+ORAINACE AND UTXITY EASEMENT- p k j5 y------------ `------------- ......................_...............®®®®------._.._.._.._....�— ry.l_..� N I 605.30 A S89'56'52 W dl 1 I FOR TFE: PURPOSES OF THIS PLAT, THE WORTH LINE OF LOT L BLOCK I, WWAETKA COMMONS 15 AS TO BEAR NORTH 59 DEGREES .'5 MVM 52 SECONDS Fi ST. NORTH 0 ES I/2 WCH BY K INCH PON V.OMMNT SET O,: 70 BE SET WHIN ONE YEAR OF RECORONG OF THIS PLAT AND MARKED N7F4 LICENSE WAR R 48438. I� DENOTES FOLM I(2 WCH OM PM M Ni � 0 30 50 0:rMY1.Sale to Finish MARENUMM 1 R i M M M Im N89"56'52"E 574.11 -----160.86 — 413.25 ------- ---------- I I I +ORAwAfE ANO UYB.A'fY EASEMENT'.. '1 ........., I I 40 50 I 15 51 I 75 1 15 I f 94.25 I T ` I e Ems., j I 1 j j 2 z°I I 1` z I t I V I f I 15 51 1 1 � I ro I L '�• I „ A. Q ccB? f �7—DRAINAGE AND UTILITY EASEMENT—':i-1 I I I I ko C w s' ll�------------1=r----------- —J i c it o ®' r-- — — — — — — — — — — y -------------� ---J I 6 IQ 188.29 N89'56'52`E fl � bd sD 1 E I -'- -- 0 1 1 1 -- I •e I I 1 1 '-- 1 I I I I e 1 1,41 p .'s - d CZ V 101 P t5 I 40 �I ^+ORAINACE AND UTXITY EASEMENT- p k j5 y------------ `------------- ......................_...............®®®®------._.._.._.._....�— ry.l_..� N I 605.30 A S89'56'52 W dl 1 I FOR TFE: PURPOSES OF THIS PLAT, THE WORTH LINE OF LOT L BLOCK I, WWAETKA COMMONS 15 AS TO BEAR NORTH 59 DEGREES .'5 MVM 52 SECONDS Fi ST. NORTH 0 ES I/2 WCH BY K INCH PON V.OMMNT SET O,: 70 BE SET WHIN ONE YEAR OF RECORONG OF THIS PLAT AND MARKED N7F4 LICENSE WAR R 48438. I� DENOTES FOLM I(2 WCH OM PM M Ni � 0 30 50 0:rMY1.Sale to Finish MARENUMM rb. 36TH AVENUE NORTH 7:,w N89'56'52 WE 574.10 To a U.N. 01ti094 CANOPY / OVERVAX�" __lE —ACE SP DITUNWOUS 5UP,PAC6 cc 'T" PROPOSED RETAIL 5"'07 ELEAATIow EXISTING RETAIL 42,476 SF co— CURB MxsfrAm RAS!^ 056 SF GUjRD RAL NEW vom `W 55427 CORCMTF 'MrMW %.,LL 31RUD exrTNC MITI -TENANT McE5 FFE492.5 NQPME CENTaR BULDINIC L 0 F� pf - 995.70 Hei`W= 13.0 FT. O LET CONTROL 5TkaCTM* ROOF DRAW CURANCJr FIRE HYDRANT WATER VALVE / CUIQB 5TOP WE me Dept cohm=24 UCw POLE ajy WAD PoweepoLe TRAAXeW-,jTR AIR CONDW-,,ek UlL-rY BOX (TV, TEL, ELM) RAND -ROLE ELECTPC METER VAULT El TRAFFIC DCX M CA5 PETER Cl A CAS VALVE CUAM POST TRAFFIC 54N vYYFE NOW llPPA_*w FOUND I--,! . > 571"m sgwE�l UNE 3ANTAeY 3EWCQ LINE WATER MAN c— Ul)ERC-.OLWV :;AS MAN 'jT— LWRrROUWO TELEPHONE _Ue— UwoAWVouEv R=Talc ---0'----- OVERNEAD UTILITY LWE5 --F"— U.100FIGRCAD WEEK my1c 5 .45 N Q km � vo AGE N Un A E0 IRI �' 'z . L F I rl- - - _ - - - - - - - _J -I - z - - ................ . . ................ ... . ------ -------- _W.Vl_6rl_V4 F -1-88-25- N To a U.N. T PROJECT NftGK _- A4701 CW STATM 911.6 'd% W , "W FoPa' N SOUTHEAST COR*2 OF _'O." POW :,.- (MacRE a RIP Me WN3ER 7M36 UVEB T H WAY M '.a PLO; svuqH ON 'guNk "�HWAY 69 V= " � C' TgLAK HCHWAy M AAD ft,-AFORO ROAD, AT JJWCTlOW 01 T2,,WK AOYWAY 611 AM 26TH AVE" W. TH YEOMR I.AK0 ROADICOUMYWAD 707. ELEVATION - 940.35 (NAVO Be) 5MLlENQknML YOP NO' OF FQ& WO AM LOCATION, SOU7N WE M 36TH AVENUE Pt::RTO 65 FEET WEST ''F M NORTH ENTRANCE 10 lw SUR.K.-Il PR TY. TOTAL PARCEL Ann,: 20,328 W. FT. OR 4A0 ACRES P2FMSD LOT t 177.024 SO, 11 OR 1.01 ACRES PROPOSED Lor n 36,04 50. FT. C. r83 ACRES �11 � N~ SOF YAer 10 MET OR 20 FEET POP C0.41M MW NEAR YARO: 30 PUT DUE 10 TR cw.ln Y 0 THE aly OF NEW Hoserowc RECO"VKWO69 THE CITY MAN" PePARMEM M MMA_TW AT (952)4B5-4400 OR 61 11* klt, A- WM11WWW.6T,0WHVPEl0L0 TO e.- AEW " C_ coo N FS 0WRETY. ! ME RKROWS40WOVI I ............ 11 141 NUMMIN32MM3011110M NEW HWF_ MN LS REALTY GROUP L OX '2' AVENUE 4419 VAN HUY& BLVD SUITE 203 SWRIAAN OAK% CA 914M holl0q,111 lEwTNG PIESCRFTL4 01ti094 CANOPY / OVERVAX�" __lE —ACE SP DITUNWOUS 5UP,PAC6 cc 'T" 5"'07 ELEAATIow EXISTING RETAIL 42,476 SF co— CURB MxsfrAm RAS!^ GUjRD RAL NEW vom `W 55427 CORCMTF 'MrMW %.,LL 31RUD exrTNC MITI -TENANT McE5 NQPME CENTaR BULDINIC FLARED END BECTON pf - 995.70 Hei`W= 13.0 FT. T PROJECT NftGK _- A4701 CW STATM 911.6 'd% W , "W FoPa' N SOUTHEAST COR*2 OF _'O." POW :,.- (MacRE a RIP Me WN3ER 7M36 UVEB T H WAY M '.a PLO; svuqH ON 'guNk "�HWAY 69 V= " � C' TgLAK HCHWAy M AAD ft,-AFORO ROAD, AT JJWCTlOW 01 T2,,WK AOYWAY 611 AM 26TH AVE" W. TH YEOMR I.AK0 ROADICOUMYWAD 707. ELEVATION - 940.35 (NAVO Be) 5MLlENQknML YOP NO' OF FQ& WO AM LOCATION, SOU7N WE M 36TH AVENUE Pt::RTO 65 FEET WEST ''F M NORTH ENTRANCE 10 lw SUR.K.-Il PR TY. TOTAL PARCEL Ann,: 20,328 W. FT. OR 4A0 ACRES P2FMSD LOT t 177.024 SO, 11 OR 1.01 ACRES PROPOSED Lor n 36,04 50. FT. C. r83 ACRES �11 � N~ SOF YAer 10 MET OR 20 FEET POP C0.41M MW NEAR YARO: 30 PUT DUE 10 TR cw.ln Y 0 THE aly OF NEW Hoserowc RECO"VKWO69 THE CITY MAN" PePARMEM M MMA_TW AT (952)4B5-4400 OR 61 11* klt, A- WM11WWW.6T,0WHVPEl0L0 TO e.- AEW " C_ coo N FS 0WRETY. ! ME RKROWS40WOVI I ............ 11 141 NUMMIN32MM3011110M NEW HWF_ MN LS REALTY GROUP L OX '2' AVENUE 4419 VAN HUY& BLVD SUITE 203 SWRIAAN OAK% CA 914M holl0q,111 lEwTNG PIESCRFTL4 D F 0 R M SIN ZE Wish 105 Soulb FM Awwo Yet 512-2M.00 Sub 513 Fw 012-2%077 NRm,,pdk MN SM watc landf-Ox"d FIU� NAKE PP[d-ZM&9 PROJECTIN0. 42ZIM 'M� 01ti094 CANOPY / OVERVAX�" __lE —ACE DITUNWOUS 5UP,PAC6 cc 'T" 5"'07 ELEAATIow co— CURB MxsfrAm RAS!^ GUjRD RAL GATE CORCMTF 'MrMW %.,LL 31RUD McE5 MAXWOUS CATCH Ce'M FLARED END BECTON Igo O LET CONTROL 5TkaCTM* ROOF DRAW CURANCJr FIRE HYDRANT WATER VALVE / CUIQB 5TOP WE me Dept cohm=24 UCw POLE ajy WAD PoweepoLe TRAAXeW-,jTR AIR CONDW-,,ek UlL-rY BOX (TV, TEL, ELM) RAND -ROLE ELECTPC METER VAULT El TRAFFIC DCX M CA5 PETER Cl A CAS VALVE CUAM POST TRAFFIC 54N vYYFE NOW llPPA_*w FOUND I--,! . > 571"m sgwE�l UNE 3ANTAeY 3EWCQ LINE WATER MAN c— Ul)ERC-.OLWV :;AS MAN 'jT— LWRrROUWO TELEPHONE _Ue— UwoAWVouEv R=Talc ---0'----- OVERNEAD UTILITY LWE5 --F"— U.100FIGRCAD WEEK my1c D F 0 R M SIN ZE Wish 105 Soulb FM Awwo Yet 512-2M.00 Sub 513 Fw 012-2%077 NRm,,pdk MN SM watc landf-Ox"d FIU� NAKE PP[d-ZM&9 PROJECTIN0. 42ZIM 'M� 36 [A ATENUE NORTA — — — — — — — — — — — — — W'i 1 0611111111 "Aii ilow, P.— Ii I ' mm �Tff EXISTING SHOPPING CENTER BUILDING SQ. FOOTAGE = 42,476 3520-3566 Winnetka Ave. No. aur —NSP E—entu'We d..—t N. PID: 20-118-21-22-0004 I PID: 20-118-21-22-0004 Owner. Jonathan S. MinerOwner lifinpark Drive LLC 1 NA lill—HuSiRum— F -A.— I 49 New Haft. LL) Z Mxz on. N n ..ar,. F. vn+e•Ps. rn F' at, Vie. U Z G 'den, a.j;ly 0� e; 4 - 36 [A ATENUE NORTA — — — — — — — — — — — — — W'i 1 0611111111 "Aii ilow, P.— Ii I ' mm �Tff EXISTING SHOPPING CENTER BUILDING SQ. FOOTAGE = 42,476 3520-3566 Winnetka Ave. No. aur —NSP E—entu'We d..—t N. PID: 20-118-21-22-0004 I PID: 20-118-21-22-0004 Owner. Jonathan S. MinerOwner lifinpark Drive LLC 1 NA lill—HuSiRum— F -A.— I HEIGHT RESTRICTION = 35 FT. AS PER CITY OF NEW HOPE HEIGHT OF BUILDING ZONING = CB—COMMUNITY BUSINESS PER CITY ZONING LETTER. The property dowerlb.d an thl. a DDEJM Ile within a special Flood Retard Am as defined I the Federal Emergency Mma=t Ation.je the Property It. within Z". X of a Flood Insurance Rate M beer ow Geermunfly Pon.] No. 270177 0104 E, b—Ing an fl—Al" dote ofambo' 2, zorrek E DATE: FEBRUARY 25, 1993 REV.: 6/6/95, 6/12/98, 6/24/98, 10/22/98, 4/10/13, 5/9/13, 6/27/13 TOTAL EXISTING HEIGHT RESTRICTION = 35 FT. AS PER CITY OF NEW HOPE HEIGHT OF BUILDING ZONING = CB—COMMUNITY BUSINESS PER CITY ZONING LETTER. The property dowerlb.d an thl. a DDEJM Ile within a special Flood Retard Am as defined I the Federal Emergency Mma=t Ation.je the Property It. within Z". X of a Flood Insurance Rate M beer ow Geermunfly Pon.] No. 270177 0104 E, b—Ing an fl—Al" dote ofambo' 2, zorrek E DATE: FEBRUARY 25, 1993 REV.: 6/6/95, 6/12/98, 6/24/98, 10/22/98, 4/10/13, 5/9/13, 6/27/13 –Note: We have shown buried structures and utilities on and/or serving the site to the best of our ability, subject to the following restrictions. A. Utility operators do not consistently respond to locate requests through the Gopher State One Call service for boundary purposes such as this. B. Those utility operatons that do respond, often will not locate services *am their main line to the customer's structure or facility – they consider those segments priecte Installations that go. are outside their jurisdiction. If a private service to an adjolner's site crosses this site or a service to this site crosses an adjoiner, It Pay not be located since most operators will not I mark such Pr vote services. il 13t & C. Snow and ice conditions during winter months may obscure b a otherwise visible evidence of a buried structure or utility. cl� D. Maps provided by operators, either along with a field locadlon or in lieu of such a location, are very oD Bften inaccurate or E inconclusive. CL g E EXTREME CAUTION MUST BE EXERCISEEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE 0 REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 411 HOURS IN ADVANCE AT (651) 454-00(12" LEGEND Existing Concrete 111 = Existing Catch Basin a me Existing Catch Basin Existing FES N = Existing Gate Valve )X = Light Pole = Hydrant V = Power Pole = ^a• Pedestal = Electric Transformer (g) = Cable TV Pedestal I _ST— = Storm Sewer —SS—SS— = Sanitary Sewer _wm— = Watermain _UG = Underground Gasline Underground Telephone Underground Electric —SBL— = Building Setback Line Retaining Wall Plot Easement Title Commitment Items * = Denotes Monument Set * = Denotes Monument Found PE = Plat Easement Ki I 40 a 40 so 120 Scale in Feet LEGAL DESCRIPTION Lot 1, Block 1, VVInnellars Com mons, according to the recorded plat thereof, Hennepin County. Minnesota. First American Title Insurance Company Commitment for Tide insurance No, NCS- 612518-LA2, darted May 31, 2013, was used In the preparation of this survey. Comments for Commitment, Schedule B-11 Items Nw 10- Shown on Survey 11 - Shown an Survey 12 - Shown on Survey 13 - Shown an Survey 14 - Shown on Survey per plat filed 2112/90 as Dom No. 5626083 Comments for ALTA Requirements, Table A, Items No: 10 - None were designated, and it does not appear there are any such walls to show. 116 - No observed earth work or building construction 17 -No recent street or sidewalk construction, no proposed changes to right of way 18 - No observed evidence of use as a dump, sump or landfill 20(s) - One arthritis easement Is show at the southeast corner of the property. ?i1roperty Area = 213,331 Sq. Ft. = 4.897 Ac. ALTA/ACSM LAND TITLE SURVEY for WINNETKA COMMONS HOLDINGS, LLC To: Winnedra Commons Holdings� LUD, First American Title Insurance Company and American United Life Insurance Company: This is to certify that this map or pat and the survey on which it is based were made In accordance Win the 2011 Minimum Standard Detail Requiremerits farALTAACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items Do. I la, 13, 14,16.17, 18, aid 20 of Table A thereof. The field work wag completed on April 4.2013. Date of Plat or Map: February 25, 1993, Rev: June 27, 2013•. HEDLUND PLANNING ENGINEERING SURI"NG 2005 An Oak Dive, Eagan MN 55122 (651) 405-6600 *3_0- g"F«_ Jeffrey D. Lindgren, PUS Minnesota License Number 14376 Jeffl.@HedlundEng.carn Note: Official Copies are tramped with a RED seal. Fill f. If ffl HEDWND JOB Nm— 93C-036 New Haft. SITE- on. N n ..ar,. F. vn+e•Ps. rn F' at, Vie. U G 'den, a.j;ly 0� e; –Note: We have shown buried structures and utilities on and/or serving the site to the best of our ability, subject to the following restrictions. A. Utility operators do not consistently respond to locate requests through the Gopher State One Call service for boundary purposes such as this. B. Those utility operatons that do respond, often will not locate services *am their main line to the customer's structure or facility – they consider those segments priecte Installations that go. are outside their jurisdiction. If a private service to an adjolner's site crosses this site or a service to this site crosses an adjoiner, It Pay not be located since most operators will not I mark such Pr vote services. il 13t & C. Snow and ice conditions during winter months may obscure b a otherwise visible evidence of a buried structure or utility. cl� D. Maps provided by operators, either along with a field locadlon or in lieu of such a location, are very oD Bften inaccurate or E inconclusive. CL g E EXTREME CAUTION MUST BE EXERCISEEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE 0 REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 411 HOURS IN ADVANCE AT (651) 454-00(12" LEGEND Existing Concrete 111 = Existing Catch Basin a me Existing Catch Basin Existing FES N = Existing Gate Valve )X = Light Pole = Hydrant V = Power Pole = ^a• Pedestal = Electric Transformer (g) = Cable TV Pedestal I _ST— = Storm Sewer —SS—SS— = Sanitary Sewer _wm— = Watermain _UG = Underground Gasline Underground Telephone Underground Electric —SBL— = Building Setback Line Retaining Wall Plot Easement Title Commitment Items * = Denotes Monument Set * = Denotes Monument Found PE = Plat Easement Ki I 40 a 40 so 120 Scale in Feet LEGAL DESCRIPTION Lot 1, Block 1, VVInnellars Com mons, according to the recorded plat thereof, Hennepin County. Minnesota. First American Title Insurance Company Commitment for Tide insurance No, NCS- 612518-LA2, darted May 31, 2013, was used In the preparation of this survey. Comments for Commitment, Schedule B-11 Items Nw 10- Shown on Survey 11 - Shown an Survey 12 - Shown on Survey 13 - Shown an Survey 14 - Shown on Survey per plat filed 2112/90 as Dom No. 5626083 Comments for ALTA Requirements, Table A, Items No: 10 - None were designated, and it does not appear there are any such walls to show. 116 - No observed earth work or building construction 17 -No recent street or sidewalk construction, no proposed changes to right of way 18 - No observed evidence of use as a dump, sump or landfill 20(s) - One arthritis easement Is show at the southeast corner of the property. ?i1roperty Area = 213,331 Sq. Ft. = 4.897 Ac. ALTA/ACSM LAND TITLE SURVEY for WINNETKA COMMONS HOLDINGS, LLC To: Winnedra Commons Holdings� LUD, First American Title Insurance Company and American United Life Insurance Company: This is to certify that this map or pat and the survey on which it is based were made In accordance Win the 2011 Minimum Standard Detail Requiremerits farALTAACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items Do. I la, 13, 14,16.17, 18, aid 20 of Table A thereof. The field work wag completed on April 4.2013. Date of Plat or Map: February 25, 1993, Rev: June 27, 2013•. HEDLUND PLANNING ENGINEERING SURI"NG 2005 An Oak Dive, Eagan MN 55122 (651) 405-6600 *3_0- g"F«_ Jeffrey D. Lindgren, PUS Minnesota License Number 14376 Jeffl.@HedlundEng.carn Note: Official Copies are tramped with a RED seal. Fill f. If ffl HEDWND JOB Nm— 93C-036 I Offim SYMSDI. DESCRIPTION SEDIMENT CONTROL FEN -'e A, NOD %.1 11,LeT MOTECTLIf SYMBOL DESCRIPTION CITY PLANNER 00.1 CNIL TITLE SHEET RL 10re PLANA MP�QTHEOT .CV REFERENCE CID OVERALLEXISTINSCONDITIONS O PARKING STALL COUVT C9.1 C�2 EXISTINGCONDITIONS DEMOLITION OUSTING DESCRIPTIO NEW DESSRIPTICIII D & As A JT. L.F.L J-1 rd F.,-- GAS MIRROR - ADOBWU I BLO LEIN ETC. - - - 1111 - - - - -- --1 CONTOUR a 100 YR. AL 10 Y- P- 0-1- LP 11 Lan P-/ LAW P-1- Pawl 233 R -WAY SE WEST REVISED PREA (TIRS 155te) 12.1 LANDSCAPE A.D.45 A.D. k- "L L A- D- LQV LOW. - L.W C.IM, L --.L -- INAKI SPOT E-EVN SPOT ELF;ATM %c A, C.4 -A T LI�L / L-Al� l. APD- AddAWN, A",-, ITINT . M Mu ..... . M. C-AR-OPY / OVERHANG ADJ. Ad'oP- AP,t MAIL. HIP - CA: JPY/O`,'LWA4GC PRO h Wn MAX. MIF -A CONCRETE ALT. Aft-- AN- 'RCN rw tww� .1 tbd� SIRLatURP NCO. dad MFR. NVwrn UTL",;OIM A AFROX ARCO A- - A- P, A,, A -W IN MI MA*N- M dl MAIL' AVMY. A% a Autunmtx A- Hoc. IV601 Mecellmnm.e L LANOSCAPRIC CON CORE B.C. a.. .1 Curb Baum r W., Nlv. WL. F., GRAVEL EDGE OF P,,VWI Ww - B. -I. Ac- N. FE CNG BIT B -P, D PRO:,) W. . N,% OR RE, h C.- R DEEM-- PAVNC BLOCK BLOC ROM Cp 006", 5-- C� P- NOM "Iffs -`A` N. j rhX. '. SPPA PAVING BLOM CUAW MAL CONCRET AtIA14-4C WALL CPS. Cub-, F- P., 5-d Nb"' NX -1 IV= R- a - C C.U. C-, Cd C-.,vI J.. IVL O.C. N . L.0 OV `V- STORM SEWER LINK MOVULAR RETAW.Z WALL C . C. -In op- Oe & ,Fffi, O. -heed B.- 9AMARY SEWER LINE MLO5TOVE RETAIRINC WALL CHU Co. C.O.E. C -N, M-, �L CI.- V.S.A,., C- or EN -'aura ON. OAWL O.�Pd Od.... Ifih WF- I -I WATER MAN ROT L CAT.O.14 LEFT STANDARD ce C C 'd, a.. GPwr am Op =,z 'I - OVERHEAD ELECTRIC 0 RIVER rare C" CA,A a.. 16d- PIC PW P- .1 CV,.- Pael I ® UPPIPGROUND TeLePiKAE L�?x SLOPE oww"ON "M Or C- C N� P PW NA Ad- Y- - LRMQCRCM ELECTRIC CHIP C: -.d MAI P" .1. OR PA P.O.B. F c - CAS LNE M CATCH EASIN CONC. C-- Ps C ITPSAawNv r CONCRETE CURB 0 Ilk MILE C � ". C-.- Pune ar V., I C - COOT C -1u, CZFI V -I kA-- BULLARD Cap. cu� C . V.T P- r T--, 4.1.1, TIM N&N,,XC D.S. N. a.. Re MO. --1- 0 0 5 SYC .,i4 SEMY, DEC.R--l".171 OC 10. D -P. D-1- NIwh MAP R.kp. 991,14PIC WALL �>V4"` DEPT' V Maj. P, -&SVMCl- SAWARY 01 I. CIA. v?. D.- PROP. 1 0 96T le �K 14- PRE -6 >- FORM Mw VC P.4-y"l-ch- (PMH CAP SIR 4426-07H Oki. w P.- 9-* bon Ppe Uri,- mauve IPA. po"I'MINT Fla -0 -6-%IO->>- ROOF, pi.uX SYSTEM ON UP. Cry. CWC. E, Or- e... R RAr. RectusAl RPdP SuRvey VSK (xACRITIM) Eepmnaan ,lent RD. re. RPw 0- R.- ft... x PC deRPOLIF -17NM� ME I.M. (F SWARMS) B.O.K.E.J. S- Q.01 Rp. 2.0 %-F, A GUY wk� LOS EFF", SLP RVw-d C- ppAl CLARA POSTIII'.... ...... FIFA vkpf° CO LN E0. EL. Each Berman s" P.fAS. R.01- CAR METER CD "C. a -PW OFI C -XWD - - - SOL 5� � MIR. EW... ...... RN,I-NI [13 TW dpoemg -cis- - - - am E . L- R RECID R -d EMIR. E -P. VXFI1 RGL` U111t NATER SuICT- Or - ALVe SOUP I NOW OR R/W 5 RRR, .1 5.0 Te"APIC SCIr 1 OLEV, I,= IF =%t- --CATV--- UANEQUIRKABO rAAWTV EXIRT: EAF, R-. OF—- SIR G- REM POLE =LSS= LAWN SPRINKLER SLEEVE P & P -h - W.1 CT. III- I. PF. y LurNT POI ARLO. N, 00- N-PIP.. "I Cb ikWo SK $6 en WFA a., S.L FD, Fl- P- SIM. 5- TREES' C. F.V.FWdR Fl V= C. -I. A.,r SLAT. SA. 3f.XF. AS Fewo A.,, - PVI Bks- W.1k 0. Sr.C. Sr ISO S- - 9=1draa Twit LIKE MIT Fr FwI 0-- L- 0. P..& - BY Sir, %- 3- M.,ho. 5 MAIV�" FES Hared &W 5,LI. 'W-- SIRUCT, =rd 5 -LYd I �R FLR FPIA.d PI- F- SYN. 5 rzo CAT�. 5,51, PT CA T T=ruP I of PUT API" i& 1:1P Ito 19 PRO N)T1,ART C:B. G.C. C. c,,RIP B.PR G -I C.L.- DAL T CAL. C,1. Tw I A M I I`Nk- WATER VJLVE, CAL". CFE CAIN..d C;- P., S-,- CMaa TYP. LEN.O� LI: 6 Noted OU -W PLARIN2 KING :aCTIOM H.B.CL. V. vr=V4. I Gwen VIP V�, 6 MARS, 21 RI HUREP R* P- ft PP -1 PSOPAYIew pot M: . T. VZY V- NCT. FPV�, VE I V yamNORR, .;PC R� -N N- Y,-- Act C,.d-W, W w % u. WPPPI P- (D ",OTE LUMBER NY IT, HV, 1,.d. D- V W .P W, W,, P.IP,i WA Ikd (M) MEASURED DISTANCE R1. OR 0 'a 6 WO Vak- W.h OV, Wn" (P) DISTANCE PER QECVOtP PLAT " It F'J.- v- WP WT. W' F t O. Te. 1. d -44;F- Ste. 0009 Y Y- SYMSDI. DESCRIPTION SEDIMENT CONTROL FEN -'e A, NOD %.1 11,LeT MOTECTLIf SYMBOL DESCRIPTION PPO a%PT DER MOODY- CND ATKI, 531166AIAMSI531166STATION R 77534 N MW 'WE OA All CNNe OF COUNTY ROAD 7C DIFVVHAR LAKE ROW) INVOCT, I.. ".; ',�C10KI VBRTa"M IMAY 161 La HOO' 50" " `E T""W ""WAY Nig FROM I T OF MW HCOWAY III AND ROCKFORD ROAD, AT JUNCTION OF TRUNK HIS%�,Y 169 AND 26TH AVENUE PAIN (FIRDICAR, VU MADICIANTY RGAP 70)° EILOPATON - 1140,35 (MAP 00) wkAINCIDAM TOP WT OF FIRR HYDRANT LOCATIC4. SOON SIX. OF 36TH AYNWE MOMTH 65 FEET WEST OF 11111T RURTHEAll ENTRAIVRE INTO TAE LUOJECf PRQ&:'RTT, CNA ARCHITECTURE - PROJECT ARCHITECT OF RECORD MDV'MMNGMNAVEN SUITE m HNNIAPOLIS,WNS59 4141 TEL PDDIXI FAY' B1215174301 ACT, PHIL DAVID HIDALGO ARCHRECTS, INC. - PROJECT DESIGNER 3?BSWMNSP AVENUE ARCAMP, CA Blow TEL DIM :ONIHB FAL STS 462M Or"TACT, DAVID HOALGO LANDFORM PROFESSIONAL SERVICES- CIVIL & LANDSCAPE DESIGNER 105SCUTHSTHAVENUE GUITEMSIS MINN EAVOUS, ON 5W TEL FISGUNI FAX MIAZZLIEFT CONTACT MIKEBULTMAR BUILDING INSPECTIONG CITY PLANNER 00.1 CNIL TITLE SHEET RL 10re PLANA MP�QTHEOT .CV REFERENCE CID OVERALLEXISTINSCONDITIONS O PARKING STALL COUVT C9.1 C�2 EXISTINGCONDITIONS DEMOLITION MI .1s„ MN SSW LP -?Ge INERT MIAL Cil DOVERALL C2.1SITE SITE PLAN PLAN 7 TEL: 7(2- 531-5A, COORPi4AIE, POW C22 C3.1r SITE PHOTO RICE GRADING , DRAINAGE, PAYING & EROSION CONTROL GAS MIRROR - ADOBWU I BLO LEIN ETC. ,4.1 C7.1 UTILITIES CIVIL CONCION DETAILS STANTIC C72 CIVIL CONSTRUCTION DETAILS 233 R -WAY SE WEST REVISED PREA (TIRS 155te) 12.1 LANDSCAPE PPO a%PT DER MOODY- CND ATKI, 531166AIAMSI531166STATION R 77534 N MW 'WE OA All CNNe OF COUNTY ROAD 7C DIFVVHAR LAKE ROW) INVOCT, I.. ".; ',�C10KI VBRTa"M IMAY 161 La HOO' 50" " `E T""W ""WAY Nig FROM I T OF MW HCOWAY III AND ROCKFORD ROAD, AT JUNCTION OF TRUNK HIS%�,Y 169 AND 26TH AVENUE PAIN (FIRDICAR, VU MADICIANTY RGAP 70)° EILOPATON - 1140,35 (MAP 00) wkAINCIDAM TOP WT OF FIRR HYDRANT LOCATIC4. SOON SIX. OF 36TH AYNWE MOMTH 65 FEET WEST OF 11111T RURTHEAll ENTRAIVRE INTO TAE LUOJECf PRQ&:'RTT, CNA ARCHITECTURE - PROJECT ARCHITECT OF RECORD MDV'MMNGMNAVEN SUITE m HNNIAPOLIS,WNS59 4141 TEL PDDIXI FAY' B1215174301 ACT, PHIL DAVID HIDALGO ARCHRECTS, INC. - PROJECT DESIGNER 3?BSWMNSP AVENUE ARCAMP, CA Blow TEL DIM :ONIHB FAL STS 462M Or"TACT, DAVID HOALGO LANDFORM PROFESSIONAL SERVICES- CIVIL & LANDSCAPE DESIGNER 105SCUTHSTHAVENUE GUITEMSIS MINN EAVOUS, ON 5W TEL FISGUNI FAX MIAZZLIEFT CONTACT MIKEBULTMAR BUILDING INSPECTIONG CITY PLANNER NSWNo-If NI A, MD RL 10re PLANA MP�QTHEOT .40, �nllm A .'.,L* WAIT" NEW Hoft� MINESMA 554?6 From SIR N R.kh Y,CVq V- NORTH 440' ANION ANOXIA WORTO IT EOIAMEZ4." NEW WFE, MININESCIA 5l4la : ROGERARE- TIRE 612.2"M JILPP SA".CEW Fail, 61245211 MI .1s„ MN SSW c ONUNIfy DEVELOPMENT SM=9r SPAL TEL: 'a,-"1-5136 COI 7 TEL: 7(2- 531-5A, PNC GAS E1dGINEERING FREI 11, STANTIC ICISO-POINT goo LA SA" AVOFUR 233 R -WAY SE WEST P.O. BOX MGM MIRAPOLS. MH 154'r9 ST, PAVL° MN 5510 WUF)41w1Qz F*11�GPIIANH "Y"'T"'I - RAN FW NEW a_ _C, AHE VIAL FZU� REW 55476 ELECTRIC CENTERPON, ENERGY NO. 000 LASALLE V&AA, P.O. 6;'.: 59053 MINERAPOLS, PIN 5195E 'TEL: 612-34--5173 FAX LS REAL W GROUP 4419VAN NUI SUITE = SHE RMANOAKS,CASIRA 7RV2B3QD=.KA QHS) 46H1M 15 DAVID JUDAII.40 ARCHITECTS -R: 06A1,6A I f.H- 62,6 446,2�705 D EET M 0 ML F 0 R M From SIR N R.kh 105 soull FOR Aftnue TIRE 612.2"M sub al a Fail, 61245211 MI .1s„ MN SSW Web: landUSTOLIUM FILENAME COI PROJECT NO M713294 ML a ( I I ( ( ( LS REALTY GROUP PROJECT: C” Or -NEW OWE• M RECORD ORAWWS^ AM UTUTY SER'u PROMM. 0RM 40 WARRANTY, E SED FORTm 4412VM1 NUYS BLVD. BY AWM.EYISTW PROJECT COWMIWNS SHALL BE VERFBD TO BORE 12MCSIs . E , W TENCES, avAu. Be TED TO TWOTELY. of RMAW OAKS.CAa1153 7. LCCA AREA ATE AND INF Tlpd rB. p20} 3-Fm(810)4014379 PRUVID D W T PRA W YFE. CALRT 4 REPORT P019. 0 BY M1R7 S, M. M. ON MENDOTA iEGNTS, M. RJ NOVE i, 20U. y Q5 Sim rr RE=B87A 85MH� '.E-889.1 E=883.7(N) y E®Ps�E(s} - NW} ( BI DEAD HC LOCUST RE=688.4 n CB SW9W RE=888.1 REn889.7a E=88S.7N �B®^9"..0 G9- A CB y RE_PdB.I i ? RE=688.0 7iy, ( "`Ak° ®_FEY ,0 38TH A�l�� ��jU/Is�TH ' Y -99M N89'56'52 ~E ®* RE=890.23 'S° APPLE E®8'45 574.10 .. RE=Ba9A m E®B81A(N} • Ea•BB3 HEI lA 1 3(B) EaE1B1.3 1 IP=8843(N) 1.0 ; EsBB,.z(W}zr°RCP I ® � E ) 1 tag zrR A ffi� , h� ELec N -6 5 Baa s BBa ` �Aa _ m. Sad° Ergaa ®a• a ` 6 0 •, BBBa "�"-;'sO _ ®y:� __ _ __®Fa _ _ _ _ _�,�„„®t5 ___ __ _ _ _ _ _ _ _ ___ __ _____ __ F`--J,-4� 1t �®_®. A�� ,. .�g�TP_ �,® �q_.._ ___ Ui5,0 PDA.% I. BA AMN SHOWN Ei FROM 91RVEY BY AL SERVICES. LLC. APg6. M, ON 7 Y 3. 7089,E Y FLP THIS LS REALTY GROUP PROJECT: C” Or -NEW OWE• M RECORD ORAWWS^ AM UTUTY SER'u PROMM. 0RM 40 WARRANTY, E SED FORTm 4412VM1 NUYS BLVD. BY AWM.EYISTW PROJECT COWMIWNS SHALL BE VERFBD TO BORE 12MCSIs . E , W TENCES, avAu. Be TED TO TWOTELY. of RMAW OAKS.CAa1153 7. LCCA AREA ATE AND INF Tlpd rB. p20} 3-Fm(810)4014379 PRUVID D W T PRA W YFE. CALRT 4 REPORT P019. 0 BY M1R7 S, M. M. ON MENDOTA iEGNTS, M. RJ NOVE i, 20U. AX TPN PPC4eMNiYM u 86u RA N9W^AT.M Re S it WY RO A4P� Pm °. A �� F � SIM' M 105 SDuih Filth AYena TN: 512-252-M sub 519 Fm 812-252-9D77 Min BOMa MN554DI Wb: IBn .mN FIENAME ..... c9 oozm PROJECT NO.,.. 2213291 � ee.11144 1-6 AX TPN PPC4eMNiYM u 86u RA N9W^AT.M Re S it WY RO A4P� Pm °. A �� F � SIM' M 105 SDuih Filth AYena TN: 512-252-M sub 519 Fm 812-252-9D77 Min BOMa MN554DI Wb: IBn .mN FIENAME ..... c9 oozm PROJECT NO.,.. 2213291 4 rn'-------- -- IL c, 13" H,-. If y �-S 2 r., EQ4 POND llj Iz co AND UTILITY EASEMENT PER V.-NNETKA 12 'vcp P� ko ka IZ N 0� ko,_ 2. 2 ICE ELEV=884.0— FIELD LOCATED 64 4 50 � HCi 8" :;E p 4,lr•p,ll - ce--II Iq ca b- X DECEMBER .31 2013 �usT — .35N 4 N89'56'52"E --- - . Rr;=a!3E5.I --- c� 36TH AVFNUE NORTH RE -17 q0 "3 15' HOT IP'. 01131 IE'=,='A '0. ID -81545574.10 2 7`kC 4 GW > 7 ep"p Ck, I e-1........ _ -®_33t 10 1 ----------- - - - ------- "o ------------ - A . ............... ---------- IF" HOWE, 4 rn'-------- -- IL c, 13" H,-. If y �-S 2 r., '-DRAINAi;E AND UTILUTY EASEMENT PER .,'1INNETXA I IV P,)l IF IST IW EQ4 POND llj Iz co AND UTILITY EASEMENT PER V.-NNETKA 12 'vcp P� ko ka IZ N 0� ko,_ 2. 2 ICE ELEV=884.0— FIELD LOCATED 64 4 50 � HCi - ce--II Iq DECEMBER .31 2013 �usT '-DRAINAi;E AND UTILUTY EASEMENT PER .,'1INNETXA I IV P,)l IF IST IW EQ4 POND 4b Iz co AND UTILITY EASEMENT PER V.-NNETKA 12 'vcp P� ko ka IZ N 0� ko,_ 2. 2 ICE ELEV=884.0— FIELD LOCATED 64 4 50 � HCi ENd r. '-DRAINAi;E AND UTILUTY EASEMENT PER .,'1INNETXA I IV P,)l IF IST IW L T : POND 4b C, AND UTILITY EASEMENT PER V.-NNETKA 12 'vcp P� r 2. 2 ICE ELEV=884.0— FIELD LOCATED 50 � HCi DECEMBER .31 2013 �usT e.,3 15' HOT IP'. 01131 S89Z6S2"W ep"p Ck, I e-1........ _T 10 1 + '-DRAINAi;E AND UTILUTY EASEMENT PER .,'1INNETXA I IV P,)l IF IST IW ----- - ----- LOCI 7 L0fU_-,T I f ------------ - ------------------ NEW HOPE, MN 554 eXISTINC MULTI -TENANT 514OPPINC CENTER Outowc PK= qL3530 H�XHT= 13.0 FT MEMEEMMKMEMOMEMEWASOMMM ONOMEMMUMMM EACKCRCVID �FORIJAIHON SHOWN IS FROM SMVEY MY L/;WFOM WfSSVHAL SikVMS ' LLC. MMEAPOUS. MN. ON DECEMBER, 2 & 3 7013, ft"MLY POR THIS P2"Cr; OTY 6� NEW HO�E. M RECOW D�,WWS; �� UTLrry SMMXE ROVOW,LS REALTY GROUP LAWDPOkl OFFERS �O WARRA.4ry, EMOSSED OR WMTTE,� pOR NNMBHAjION MVao 4418 VAN NUYS BLVD By OTKRS. kMfW PRO.ECr CONPITM5 SHALL M VMMD PM TO MCk"C CONSTRUCTION. Emoes. WON56TENces. OR amsms DMWERE7 S,%LL ME SUITE #ZG p -MTELY. . Ppm TED TO THE EWNE61Z FrX SHERMAN OAKS, GA 91403 2 'BOTECK,CAL BMW LOCATC,15 ARE APF90Y,1�1& AND A-E. BASED ON kpDNN�T� MMUDDIS3 FV(918) 4614= PV.OW.W IN TIRE CEOTK�W�AL r&PORT "APPARED BY NORTHERN TbCMOLt ��5, W. MNDMA tcws, r.,!, ON NOVEMR, 12, 2019 City of NewHope mmoffiffAmmmmmmm WINNETKA •COMMONS NaW "CN -EE, MN ESI�xNE mmm oft DAVID WDALGO ARCHITECTS 160 mrsum, A, eslg T=77 i t.�' h26.446.4148 ft.: ,526.446.2765 D:bi d�lg.Q DR.— mwmmmmmt:�7 am, ROJECT PANAGER R L T : 4b .--DF?AINAGE AND UTILITY EASEMENT PER V.-NNETKA COMMONS r N89'56'52"Ee� I L ep"p Ck, I w4 V 10 1 + �L =Eq3 A') 3 P, 6a, 1.:r I., IEJ IT R 51 -5u-..5 51rN o -)l -,,0 5. Ev,.35) 9,3 f?cc„ �;`jai i;e,., -ikk" v, 13 V5 E 3 m , 3 PD, ba ",3:6• 7• ----- - ----- LOCI 7 L0fU_-,T I f ------------ - ------------------ NEW HOPE, MN 554 eXISTINC MULTI -TENANT 514OPPINC CENTER Outowc PK= qL3530 H�XHT= 13.0 FT MEMEEMMKMEMOMEMEWASOMMM ONOMEMMUMMM EACKCRCVID �FORIJAIHON SHOWN IS FROM SMVEY MY L/;WFOM WfSSVHAL SikVMS ' LLC. MMEAPOUS. MN. ON DECEMBER, 2 & 3 7013, ft"MLY POR THIS P2"Cr; OTY 6� NEW HO�E. M RECOW D�,WWS; �� UTLrry SMMXE ROVOW,LS REALTY GROUP LAWDPOkl OFFERS �O WARRA.4ry, EMOSSED OR WMTTE,� pOR NNMBHAjION MVao 4418 VAN NUYS BLVD By OTKRS. kMfW PRO.ECr CONPITM5 SHALL M VMMD PM TO MCk"C CONSTRUCTION. Emoes. WON56TENces. OR amsms DMWERE7 S,%LL ME SUITE #ZG p -MTELY. . Ppm TED TO THE EWNE61Z FrX SHERMAN OAKS, GA 91403 2 'BOTECK,CAL BMW LOCATC,15 ARE APF90Y,1�1& AND A-E. BASED ON kpDNN�T� MMUDDIS3 FV(918) 4614= PV.OW.W IN TIRE CEOTK�W�AL r&PORT "APPARED BY NORTHERN TbCMOLt ��5, W. MNDMA tcws, r.,!, ON NOVEMR, 12, 2019 City of NewHope mmoffiffAmmmmmmm WINNETKA •COMMONS NaW "CN -EE, MN ESI�xNE mmm oft DAVID WDALGO ARCHITECTS 160 mrsum, A, eslg T=77 i t.�' h26.446.4148 ft.: ,526.446.2765 D:bi d�lg.Q DR.— mwmmmmmt:�7 am, ROJECT PANAGER R I. OBTAIN PERMIS FOR DOMOUTON. CLEARINC. AND OSM3AL PRIM TO 95CmwC. LS REATY GROUP . . . . . ......... . .. ....... . ..... ® ® — — ® ® — POOR TO BECIMAX DEMAXON AND aEARIC. 4419 VAN NUYS BLVD 2. CONTACT UTWY SE,�Cg PROVIDERS FOR MO LOCATEM OF SERVO5 72 HRLe3 3. SEE Waff C11 FOR EROSION PREVENTION AND SEDIMENT CWTR0-%ASLNC5 TRAT MNM SU17E =3 AN OAK% G"1403 Ca MOST BE N RAZE POOR TO OSTURB.LNCFA TO SITE. TL(M 360-M 4AX(1118I 461-2370 551 IFI 4BLLLDNG VENOLMOM. VEMPY MTH OWNS' THAT B� HAS BEEN C,EARED OF 5-1 REOLATED MATEk �5 MOLRINC WECPIL WAV -PIC BE ,AID L. REMOVE STIJCTV1E, COWINS, CANCIPIS, FOOTE :5, POUWATONS, AID M' ASSOCIATED IN 13 ON11RETY. IE=::�O.G(E /w) 5. DIMENSIONS SPERO, FOR RMU,7.� AEL. APF-,OXMTE. C702"TE V H 61-W E=bs�I,F(5; LC:, c"TeCcmi To &NOME AFPO"%Ta rgmavAL or eSETw F,,;zves. -4 wc [C>R% Q TO OSTALS PON IAVEMSW BAWDY. RP.1,W CONCRETE VktS AW CLQBL; TO THE NEAREST E*T,� JOINT BEYOK C&aT7UCTM LIMITS TB r C -1361`5.c 7 C(�LRTR MIOUTIN MTH MINIMAL DISRUPTION! OF ITAPFC. COO27AM LANEt 36TH AVENUE IYORTH pc"� , CFOOO�S WffV THE �OM NIS.71CATVA TO IF -564.5 ATORY AUTPMTY AND PROVM ADVA�- 1r;=F5F4.3(I1) I I AFFECTED EM.RLENCY rMSPON54t 'Al ('it of NewHope =E E;3.5:5) 11!k 0 8. FROM OMWAMS, LZVTS, SIGNS, TRAFFIC CONTROL, AND O`.'HeR MEASURES �!. ra ;IN > P 2 VROXH NECESSARY FOR, KOFECTIC.J AND SB 0,' THE FJOUC �W MAW OUT Fi5` er') Fj C"TRUCTION. -+''t J., E>PRO1bCT STRIXTURES. UMIT6% TRN&9, PLANT MA16ML, Sx. AW ADJACENT -1 7 7 PQ�PERTY FRO 17AMACE OLP CONSTPAXTIZ N U•LESS NOTED PC,! r,�MOVAL. DAMACS SHALL BE REPARBID TO 60J;d, OR Bk CONCITM AT %; A0011fNAL COST. WINNETKA 10. ABANDON Wg� 5 AN� ON STS SE FACILITIES FWR TO ;NY 01-42 MINOUTON W 'MENTS OF RECOLATORY COMMONS 7 4 1,- '-s r 0 I/xx .71 q-1 . X� Ili 27E R. getmove Taes NOTED, k�%uvrw Rour Srewrmes, Haul THE we NEEW HCDF-a. MN COCWNATO /I -A MTN OWFLA TO M,,.A PRESS TO BE SAVED 09 TRANSM.AFTED FRa TO CLEARING. I "I tv _ NJ I e.✓ A: FT 2, ViZ;E FE>MM0VE UJTe.,� 5110 PEATV,,VS NCUJOW. BUT NOT I 1T.P YO, ORk. AND UTILITY EASEMENT PER MNNETKA IM . - I --- III I A f, UTUTE3, PAYING, CVAC. WALWAYS, FUZING, WTANR WALLI. 50 STARWAYS WTM THE Ca.�TWCTION LMT5 LALESS ACTED OfPOP 44 APROW. LIOWWC� RELATED POONDATIONS. 51CHACE. 301-LAEDS. LAIZ AND 24 -Cp •P._ Hc.4F. 'I -584.7ke) �:-j q v : � f I . . I I 53.6 I-OCIO."T' -EYVAL. MLOCATOPh TE"awlym. �1110 RE -LITE OF "STINC PWATE 0 IE •46,':.' COOR00.115 RE POND♦ JIFITY SkeWES AND AP"TeNAMIES WITH TW UTILITY COMPANIES 05TORE k ECTRIC AIVIUMS, PLUDCARS, POWeRPOLES, CUYL.PS, AND 51`1r�'VRES, OSTILI.EtO DAVID HIDALCO ARCHrrECTS 15 OL p Y CON91RUCTION IN ACCORDANCE MT. UTILITY OWNER RCOLINEME ♦J 962 ICE ELEV=8154.0— W. EW57M AND CONIA -75 MAY Be ABANDONED N -PLACE P KU7 MTM SAW fM FIELD LOCPTE:0 I JWTIES F T IN LOCArM OF KDPSED BLILDINC OR. IN CV'T-LM MTN ��S`IOHP 17F :7 HOI I DECEMBER 3, 2013 OV. WIRUCTURES. TERM�IAM 0',STWC W7-= AT THE SLPPLY ;M H CONFORh;•N, I �-IJST WITH PROVIDNS STANDARDS. 3 ....... IIP T 2:-,281.4 e" �4 . I I It d A c 61 PAUL OSMOU D-005 OF(-SffE TO A FACILITY APP9040 BY C9V.ATORY 1. 13. 9 36, (E) W..awws F -R IF* HAPaw OF ORNOLITM, miars, MESS Now ar"ws'. 626 446,4HR 0— 626,4461WS 589'56°52"W IS 1, d . I 1 0 a D H t, 0 LT C13 p C� :ca e1Ns -map— .<jb . 01 1 NIA b�, - �� � 11 DRAINAGE AND UTILITY EASEMENT PER WNNETAA COMMOK'S0, x TAM AND SW, JB RLAOV-�,cra 91'"a're no an A— A TM PROTEMN REFER TO ORTAL C7.1111. 1j CURB REMNAL '313 '56'52 o 0, 10 t PAVEMENT SA`1CUT 50 y. 7- L x 2phm LICHT Pole. Ixmxk.:dx OUST UK-- REMOtAL Ly :0-3 ') �p� jC1 �j 9ALVA'S AND NEW' TE 3 -'r mamursPIT 3:7 nA .0 -Z I Zi -I Ily 0 5w,. -T C2.1 QI I.: pit JI.I.. ZEN'.' I --- ,OQ Npw OCA�,• q S Y 14 13'� ('.3 u fin, 5".4-1 J c- ;;7 ------------------------ �� 1 L---- `OLt�-, 6 L ----------- L Y` � ----------------------- —81 71111. 01 4, FD: 20-118-21-22-0012 t. III 3520-3566 WINNETKA . ............ . . . ....... . ........ .. . .. . . .. ...... KEW HOPE. 1`114 55427 10I Ic Y 111' I L CUSP EXISTING MULTI -TENANT SHOPPING CENTER 15LILOING REVISED PUD APPLICATION FFE= 995.70 HEIGHT= 110 FT 07125114 o F 0 R M RAM Site to MIA E WA $r et Im E I L0 F 2 l PLC K I X01 PROVIROP CWP 1,51;- TIT U-SwaV IOTA- BCYC.E STALLS MWVEO 12 eA PICICL, FCK (2 599M') LT P"WUS KIN S.F. 3 .'PWv)5 S A. 53A (,.d, Acp A,3 7 SP. 100°4. I. II c:1 PROPMW Q Ai 2vi us -,4.- sk 21} IF LC; 2a,a45 rp. �'I L 1, 11 �A�JIC I I I I DX IT] cli N5j -6'52'E e"I. 29 T(. PROPER _y 5 �:P cm' r "I"ss DISK— -c ICU) BULONIC 4 TBP .1 IWOPMATON S .15 KI.W.5 AFr v 31 AT 71- OPP j 1A ,W 1E11AC1 WV'All, I AS 101.10::3 EXISTING RETAIL 42,476 SF FROWr - - P, REAa 5 Fr • '-W)TAL, (3) U-51'APEC. mki" LOT CCP/AP'-Ck 11 09 AlVq 5 AS IX1. 'Or 91'C A* 36.317 SP � 00% awea emm,T 'S PIE- W45 7 RE'AU E'1, 4!" C .61 12.b:. PC -US WA 1. K17HT. 0.0 Py. 1 5 low symma :reA m IM 01 ASPHALT S89'56'52"W 605.30 I LMkEAL'I" 01 4419 VAN NUYS km IlUrrEJ203 SlIERLU-N OAKS. CA9103 TEL J72011 L A N D F 0 K M Eu B 106 South F& A- Td 012-252-M70 310.513 Fm' 612-2524077 Minn. 'a, MN 66401 W& briudkirITIM qsTAN ALL Aeassxey PeFm-s FTP co,syr rylc I k.T op I% i At-mr. PROPOSED RETAIL 2 "'Atcm , vTA%w �vl r-6•.,-A_(o une2 ole F� ALLE. STA�LD (0,22) 11 EA 4l656 SF EPC 116 AAC..S (4 S" 51W VL,;iiPk'.C5 BVkll THE I:PAY:40 To 'I:s &CITAL AV -l-ALL A'_ ACC -'5501-0 -'r;i to 1� FFE=892.5 I WED 10 IK "aiEeR r.* PILLOW P101PRm" AS TOTA, 'T LL1221LIC2 tie, lrzd Be,[! 7WEP IACsALILE V.ALL BE Celle, 160 10 11., 31ITU'TP L P-, 't," ,'r Fc. 5r4t,.i SIACKW REQUIREF"M PEE --MLE SER -KI L-1 -v;. I 3UL 17 LAY.Ar Xjr-kS A..k 9 KITH 1. 51, 714a MTFw�e wl),7Ep FEET L r: -- r z _IIE AT "a Ickc.TE, scycLe PAREDW RE ffvum 'Oe ?iI'Ffifiq 40,0'? SF A D 80. S-. BICCLE WACES PLUS I BIC)_E CPA.E r�P 30 STALLS 4 ;V11SICCI NOWIt I TO PACE a CM PAS F TEC6PAC" e� M _'Lo ' ". "" k P�. N 5Y ;EJWEAlk PARMC STALLS WISH A 4-NCk .0 1"W" Cass Aj�s WH I ::. WITE Mfg PIED 579FES 18 WCK�s :fre2 'W EAC ,c. 51A AT 5 XSREE WLE -0 MEnOW TTkAYSL q— — — — — — — - — — - -- — — — — — — — — ----- — — -- — — — — — — — — — — — — — — — — - ---- — — —. — — — — — — -- -- — — — — — — — — — — 6. NA314,1,CYCL r; ARCL°. Aft AWPU`SC-1.AAL V, Wwj, IOTA, 5TALL5 QE%,eED PA. CP.'- srAcE (L WCSCAPR AL -A) or N89'56'52"E 367'8 A VENUE NORTH VINCLE PAWNG Reaw'"mm ACT WI& 0. STEFRACE 574.10 5iSTALLS PeP 000 SA CPA 0.9 12 All a S.F Apr" PW CITY OF *. 4741871 5��LLS "P Tom PAP.rN-. STALLS Ww.^_v 21? L'. 6XISTAIC VOWU PAWIL2 ST WON -0 STALLS (F. 75.1q.) 225 E'. PAIA LE_ STA.L5 (Bl2 Ile, A CC� -552, _" -TPL-5 P�q L0 F 2 l PLC K I X01 PROVIROP CWP 1,51;- TIT U-SwaV IOTA- BCYC.E STALLS MWVEO 12 eA PICICL, FCK (2 599M') LT P"WUS KIN S.F. 3 .'PWv)5 S A. 53A (,.d, Acp A,3 7 SP. 100°4. I. II c:1 PROPMW Q Ai 2vi us -,4.- sk 21} IF LC; 2a,a45 rp. �'I L 1, 11 �A�JIC I I I I DX IT] cli N5j -6'52'E e"I. 29 T(. PROPER _y 5 �:P cm' r "I"ss DISK— -c ICU) BULONIC 4 TBP .1 IWOPMATON S .15 KI.W.5 AFr v 31 AT 71- OPP j 1A ,W 1E11AC1 WV'All, I AS 101.10::3 EXISTING RETAIL 42,476 SF FROWr - - P, REAa 5 Fr • '-W)TAL, (3) U-51'APEC. mki" LOT CCP/AP'-Ck 11 09 AlVq 5 AS IX1. 'Or 91'C A* 36.317 SP � 00% awea emm,T 'S PIE- W45 7 RE'AU E'1, 4!" C .61 12.b:. PC -US WA 1. K17HT. 0.0 Py. 1 5 low symma :reA m IM 01 ASPHALT S89'56'52"W 605.30 I LMkEAL'I" 01 4419 VAN NUYS km IlUrrEJ203 SlIERLU-N OAKS. CA9103 TEL J72011 L A N D F 0 K M Eu B 106 South F& A- Td 012-252-M70 310.513 Fm' 612-2524077 Minn. 'a, MN 66401 W& briudkirITIM TOYA_ P.:4&!:' 5T.W IEWMEO PROWDED VEOMe PARKING: 5rAFIO,Q0 SPALLS PROPOSED RETAIL F� ALLE. STA�LD (0,22) 11 EA 4l656 SF EPC 116 AAC..S (4 S" ACC -'5501-0 -'r;i to 1� FFE=892.5 I TOTA, 'T LL1221LIC2 tie, SIACKW REQUIREF"M PEE --MLE SER -KI L-1 -v;. 1. 51, 714a MTFw�e wl),7Ep FEET L r: -- r z scycLe PAREDW RE ffvum 'Oe ?iI'Ffifiq 40,0'? SF A D 80. S-. BICCLE WACES PLUS I BIC)_E CPA.E r�P 30 STALLS EAC ,c. 51A IOTA, 5TALL5 QE%,eED PA. L0 F 2 l PLC K I X01 PROVIROP CWP 1,51;- TIT U-SwaV IOTA- BCYC.E STALLS MWVEO 12 eA PICICL, FCK (2 599M') LT P"WUS KIN S.F. 3 .'PWv)5 S A. 53A (,.d, Acp A,3 7 SP. 100°4. I. II c:1 PROPMW Q Ai 2vi us -,4.- sk 21} IF LC; 2a,a45 rp. �'I L 1, 11 �A�JIC I I I I DX IT] cli N5j -6'52'E e"I. 29 T(. PROPER _y 5 �:P cm' r "I"ss DISK— -c ICU) BULONIC 4 TBP .1 IWOPMATON S .15 KI.W.5 AFr v 31 AT 71- OPP j 1A ,W 1E11AC1 WV'All, I AS 101.10::3 EXISTING RETAIL 42,476 SF FROWr - - P, REAa 5 Fr • '-W)TAL, (3) U-51'APEC. mki" LOT CCP/AP'-Ck 11 09 AlVq 5 AS IX1. 'Or 91'C A* 36.317 SP � 00% awea emm,T 'S PIE- W45 7 RE'AU E'1, 4!" C .61 12.b:. PC -US WA 1. K17HT. 0.0 Py. 1 5 low symma :reA m IM 01 ASPHALT S89'56'52"W 605.30 I LMkEAL'I" 01 4419 VAN NUYS km IlUrrEJ203 SlIERLU-N OAKS. CA9103 TEL J72011 L A N D F 0 K M Eu B 106 South F& A- Td 012-252-M70 310.513 Fm' 612-2524077 Minn. 'a, MN 66401 W& briudkirITIM 5 ME ff c I m I I JOE 0 OCI 0 0 z EXISTING RETAIL 42,476 SF NEW HOPE, MI 55427 EXISTING MULTI—TE-NANT 5HOPPINC CENTEP BULDINC FFF= qq5.70 HEIGHT= 13.0 FT. "Xil PR A —4 'ROJECT SEASU n INGANOFARKINCiSUMMA OJECTMANAGERREVIE '0 M�, Al 7 a z A. I -a An F. L- F. 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UC PO a.. 50527 ll.wxlcma, MN 5560-0877 651-394'-7760 me k SU ELECTRICAL TO BE MWW BY 0149S. 7 ANY DEVAIM FROM TM PLM OR U30 OF LUWM9 OTP*R TOM IMM BOSOM BY LCWW RKADAMWALS, LLC WILL ZBOLm SUMITAL OF A LICWW PLAN TO TM EMIM Poe APPROVAL Poroe To CONsTRx;wN. 3. TWN CMCULATIOta AM W' VALID FOR O"R OR CITY APPROVAL UBWC ANY "N -Mom P-AADAPIEWMALS, U.C. REMsel" PRODUCT' OR MATURE WT 3WWtJ ON THS PLM PlICYLIRES "UST M PROVIDED BY LCHTIC RMPRIENTAla :LC. 4LAYOUT PREPARED BY UCWW FLWAMNIALS. UW. S. 19PWRARY STREET SOS. LCWtM, MD ADDRESSES SIALL 09 FW11DED OUekX COWaLZMM-. G, COMCRM BASE. FOOTW. AW FOLMOATION To M- M504*17 BY SIEVCTL" 00 TWA-4CAL kNC#&M CODEPWATE WN UC"W ftpp" To Etam V4LNTW BRACKSIS ARE PROPERLY CGORDWATeD. 7. ROPER TO U"4W- SPECIFICATHAS BELOW. Form 10 Square EH/H A- Masa . ......... . .J. 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ROUGH CRADIP BUILDING PAD TO 12 NCP4 5 39LCW FWSIW F�OCt E.IIVATICN (8q2. 00). 6- REFER TO STRLCYLKAL SPr,MPicATwAS FOR EARTHWORK PW XAWWs FOR ,,U)NC PADS 7. AA WDEPISPIPLINT TESTING FIRM SHALL VERIFY TM REMOVAL OF OrZRMC AID LhISUWAS"SOLS. SOL COMICTIM AND COMPACTION AND FS!V . PLUkW REPORT_TO THE Ow", 8. FLAC_- AAD C ACT FLL USPIC LFT THICKNESSES MATCHED To SEL TYPE APE, COVACTION EaUIPMEPIT TO OOTAW SPECIFIED COMPACTION THROUPOUT THE LFT. q COMPACT 16"Ew1k. N PALED AIRAS TO 95% OF MAfflUM DRY STAPPAM PROCTOR W. D69B) EXCEPT THE TC'll 3 FEET WHEN 944-- BE PENIPACTEd TO 100%. GOMPACT TO 4BX DENSITY WHERE FILL GVI" EXCEEDS P PUT. 10. COORPIPATE WITH ARCHIECTURAL Fl, BULDW STOOP LOCATI" SLOPES S,47WN ON ADJACENT WALKS AND PAVHIEN-S SOMALI) CONTNIE OVER STOOPS 1kAVON 50. COMPACIVN OF k*LTRAIIGN PIACTICES ANY EQUFMT USED IN NPLMTISW AREAS SHOULD M SMALL SCALED AND TRACKED. MTII��� IT IWAIMUMN001 D. SPOT MEVATEM AT CUftLk45 INDICATE FLOWON63 UNLESS b -,HP DIOSI,05% SEE SHEET C4.1 FOR. PAN ELEVATIONS 0, CATCH SASNS. E>M&T AND MICH EXILING CURB. PROVOE 0 POST TrAPEITION. E>PAmc SECTKNO (REFER TO CEOTI%Nicn uPOeT By NTL D,TIK, o -q-203) BITU11,40LO PAVNG (LIGHT DUTY) 13 -NCH DINUMP1015 Wti,2 (INDOT 7360, 9INEA240D) TACK COAT (MIDST 2357) 2 -NCH BITUVINOLS BASE (hNPGT 2360, SPNIP52.300) 8 -NCH ACCOCA16 BASE (.MT Sea. CLASS 5) COMPACTED SUISSOL b. BITUMINOUS PAVNC (HEAVY DUTY 2-INCH BITININNAUS WRA', (Off 2360, SPWEA2408) TACK ll=Tll 2=.TLl.(PQT 2360. %-WWO2308) IO -NCH AGGREGATE BASE BIVOT 308. CL.,55 5) , AC C ACTED 9WSOIL c. CONCRETE WALKWAYS 4--W01 COAC96TO WALK, 4000 PSI, SX -19% M"T"A'a" MAX. 4• SLUMP, (MNOOT 2301) V/6X6 10� #10 WWh 4 -NCH ACCELFCAIE BASE (MIDDY SLIM CLASS 5) COMPACTED SASOL d. CONCRETE DRIVES, APRONS, AND EXTERIOR SLABS 6-,10H CONCRETE, 4000 PSI, 5%-W. AIR 6pffRAAED. MAY 4° SLUMP (",DOT -01) REISM AT IG INCHES OZ 8 -INCH AGGREGATE M,, 3138. CLASS j) COMPACTED SUBSOL MATCH -N -KM CONCRETE Jaws INSTALL JOINTS AS BROWN AND AUCN ACROSS SMWALKr,. CLOW, AND FIAVMmT, PAYING ATTENIV?q TO SPACNC OF SKPAWJON JOWS. JOIN SPACIP.7 SHAD. BE AS FOLLOWS. o. T00190 JONTM. OM P.!B*LS WTJ NOMINALLY EQUAL AREAS EALASS 9i<V4 OIHEY:. ' b. EXPANWI IS-. SIDEWALKS - 40 FEET MAX.; CUM - °O FEET PUX. PAVE HEW! ED FEET MAX; ADJACWT TO EXRDWC POMATONS AND STOOPS. e. CONT RACIM VNT!: SMW.,LKS - 8 TO 10 PERT; CUM AM rP2ONS - 12 TO 6 FEET ®ACCkS59KC MEEPIC STALLS AND ADJACENCY ACCESS AISLES SHALL '�?T EXCEED A 2.0= SLOPE IN ANY olmoml. DDACCESSRLE 20UM SHALL HAVE A W,`tIll C2035 SLOP* OF 2.00° AND A MAXIMUM NN*X SLOPE OF 5.00BE. 18. LSTALL PERIMETER SEDIMENT CONTROLS PPM TO ISEGINNINIC W AID MAMA FOR DURATION OF CONSTREICTIV. REMOVE CONTROLS AFTER AREAS 00' UINC MUNUFF ME PERMANENTLY STABLED MP POPOSE OF of SITE. AL LIMIT SOL. VISTUMAMCIE TO THE CRAPPIC LIMITS %JOWN. SCHEPOE PPERAYK",S TJ MNn.P LENCW OF EXPO.ArT OF DUTUREIRD AREAS. 20. MANAGEMENT PRACTICES SHOWN AEZ TIE MINIMUM 12COURCMINT. NST" AND MhiTk: ADRT,44AL CONTROLS AS WORK PrOGE GEL To PREVENT EROSION AND CONTROL SEOMENT CARRIED BY WIND 09 WATER. 21. EXCAVATE FONDS EARLY W THE C"TRLCTION 5MLENCE. Raig.2 !eRMENT FROM POWs PERIODICALLY AND AFTER AREAS COMMENTING RUVFP ARE iMW EWLY STAELIMO. 22. CONTRACTOR SHALL PREVENT SEDIMENT LADE ^I WATER FROM ENTEANK THE WLTRATPjN SYSTEM UNTIL THE, SITES COMPLETELY STANJaP. 23. RESTORE 01 TURINEP OPEN AREAS WITH TRMPOR,',qY SEED OR SOP WITHN 72 HOURS OF CO"PLEING MAXIM 14 EACH AREA. 24. *W, SOP. rLJLGH AND FILATLIZIER SHALL MEET THE FGLLOWNC SPECIFICATICINS, AS MODIFIED. DEM w-koErAlKH-mm Soo NIVOT 30-5 SERPMINVOT 3876 MN TYPE 72-111 Q 30.5 LS/AC TW'.'MARY EROM GM'eoL PIN I TURF MILK YR` 23-t' a 120 LV 0 Co (".HOPI TYPE 1 1 2 TO A&. ISIS ED retly EPA! =srwof CENERAL PLACEMENT MOOT "75 25. SEE LAN05CAK-6 SKSTS FOR PERMANENT TURF AND LANDSCAPE RSTABI 26. SCRAPE ADJACENT STREETS CLEAN DAILY AND EIMER CLEAN WEEKLY. 27. FQM STRUCTURAL D69M M RETAINAPIC WALLS, POU-CAAWT LANWMRTAIA WALL WfiCNICATM FOR MMLPI DOWN AND PLWFo MANCE. PROVIDE CONSTRUCTION OF WALLS N ACCORDANCE W-10 APPROVED DESIGN. 20. Ca*R,) ARCHITECTURAL MOUREMENITS FOR WALL LWIS WTI.: EPP FAL 11. SNINIT DESICR TO CITY FOR APPROVAL PESO! TO OMPWC ftasT 30. P2UGE, COCKSM-JIGN AW A711RANCE THAT Q%ATRO WOW CPNST0JCTaP WE[HN THE RE, "CED EARTH 20�� NI FENCES, LkDERCROMD LKILIM. CLIVNO RAL! ITC.: 19 IN ACCORM ',I WITH ArPROVED DESICM k," OOEe NO D6Mk 10 REWOR-PAC RUE: -'WS OF TIE ftIANW WALL. 4410 VAN NUYS BLVD, SUITE in SHERNIAN OAKS. r"140 MrM) IMPOSES - PAX (818) 481-M =90,013. A E TFIFIC 7pON F 0 R M FARM She to FIRM 105 S.Ull Fft Amsemo Tat 612 -MM 811110513 Fac 512-2"n INNE-ow-ft,MN W01 WY& Swulform.rel -14 DES AREA WV, SYMBOL PESCEEPTIOPI OsTrill I C-PAIPTY -MET PROTECT.ON 12 EACH :SILT FEWE 317 Feel :VERCL6 TRAMIZ PAD I EACH VAMEMNIT SAWCUT Tw XX.E)Lx ow xx��u A&fta INNIMEMENEM ANNEEIRMiEMNEU L ng o L 04ACTUTVIY ARY.CE PROVIDERS I OR FIELD LOCATION OF smvaS 72 HOURS PRIDE TO SECHNNIC &'AONC, 2. REFER TO THE CROMCKIWAIL REPORT PREPARED By PM DATED 01112113, FOR AQUDOI NFORMAT-M ON BACKFILL M+TSPNAL AND CCOUNEWATEA COMPETE- S. 3. REMOVE TOPSOL FROM MARINE AREAS AV STCW.LE SUFFICIS�' OUANMTY Pal. REUSE. MTF91ALS MAY BE MINED FROM LANDSCAPE AREAS FOR L2 M SITE AND REF' -.ACED WITH EXCESS ORCAPEC MISSAL WITH Per! M.AER AMMENVAL. 4, REMOVE SURFACE AND MOUND WATER FROM V,�AVATKSI PRONE NIT -AL LIFTS OF STABLE POLWAT IN MkTE& AL 4: 99POSEP SMS ARE WET AID 1ASTABLE, S. ROUGH CRADIP BUILDING PAD TO 12 NCP4 5 39LCW FWSIW F�OCt E.IIVATICN (8q2. 00). 6- REFER TO STRLCYLKAL SPr,MPicATwAS FOR EARTHWORK PW XAWWs FOR ,,U)NC PADS 7. AA WDEPISPIPLINT TESTING FIRM SHALL VERIFY TM REMOVAL OF OrZRMC AID LhISUWAS"SOLS. SOL COMICTIM AND COMPACTION AND FS!V . PLUkW REPORT_TO THE Ow", 8. FLAC_- AAD C ACT FLL USPIC LFT THICKNESSES MATCHED To SEL TYPE APE, COVACTION EaUIPMEPIT TO OOTAW SPECIFIED COMPACTION THROUPOUT THE LFT. q COMPACT 16"Ew1k. N PALED AIRAS TO 95% OF MAfflUM DRY STAPPAM PROCTOR W. D69B) EXCEPT THE TC'll 3 FEET WHEN 944-- BE PENIPACTEd TO 100%. GOMPACT TO 4BX DENSITY WHERE FILL GVI" EXCEEDS P PUT. 10. COORPIPATE WITH ARCHIECTURAL Fl, BULDW STOOP LOCATI" SLOPES S,47WN ON ADJACENT WALKS AND PAVHIEN-S SOMALI) CONTNIE OVER STOOPS 1kAVON 50. COMPACIVN OF k*LTRAIIGN PIACTICES ANY EQUFMT USED IN NPLMTISW AREAS SHOULD M SMALL SCALED AND TRACKED. MTII��� IT IWAIMUMN001 D. SPOT MEVATEM AT CUftLk45 INDICATE FLOWON63 UNLESS b -,HP DIOSI,05% SEE SHEET C4.1 FOR. PAN ELEVATIONS 0, CATCH SASNS. E>M&T AND MICH EXILING CURB. PROVOE 0 POST TrAPEITION. E>PAmc SECTKNO (REFER TO CEOTI%Nicn uPOeT By NTL D,TIK, o -q-203) BITU11,40LO PAVNG (LIGHT DUTY) 13 -NCH DINUMP1015 Wti,2 (INDOT 7360, 9INEA240D) TACK COAT (MIDST 2357) 2 -NCH BITUVINOLS BASE (hNPGT 2360, SPNIP52.300) 8 -NCH ACCOCA16 BASE (.MT Sea. CLASS 5) COMPACTED SUISSOL b. BITUMINOUS PAVNC (HEAVY DUTY 2-INCH BITININNAUS WRA', (Off 2360, SPWEA2408) TACK ll=Tll 2=.TLl.(PQT 2360. %-WWO2308) IO -NCH AGGREGATE BASE BIVOT 308. CL.,55 5) , AC C ACTED 9WSOIL c. CONCRETE WALKWAYS 4--W01 COAC96TO WALK, 4000 PSI, SX -19% M"T"A'a" MAX. 4• SLUMP, (MNOOT 2301) V/6X6 10� #10 WWh 4 -NCH ACCELFCAIE BASE (MIDDY SLIM CLASS 5) COMPACTED SASOL d. CONCRETE DRIVES, APRONS, AND EXTERIOR SLABS 6-,10H CONCRETE, 4000 PSI, 5%-W. AIR 6pffRAAED. MAY 4° SLUMP (",DOT -01) REISM AT IG INCHES OZ 8 -INCH AGGREGATE M,, 3138. CLASS j) COMPACTED SUBSOL MATCH -N -KM CONCRETE Jaws INSTALL JOINTS AS BROWN AND AUCN ACROSS SMWALKr,. CLOW, AND FIAVMmT, PAYING ATTENIV?q TO SPACNC OF SKPAWJON JOWS. JOIN SPACIP.7 SHAD. BE AS FOLLOWS. o. T00190 JONTM. OM P.!B*LS WTJ NOMINALLY EQUAL AREAS EALASS 9i<V4 OIHEY:. ' b. EXPANWI IS-. SIDEWALKS - 40 FEET MAX.; CUM - °O FEET PUX. PAVE HEW! ED FEET MAX; ADJACWT TO EXRDWC POMATONS AND STOOPS. e. CONT RACIM VNT!: SMW.,LKS - 8 TO 10 PERT; CUM AM rP2ONS - 12 TO 6 FEET ®ACCkS59KC MEEPIC STALLS AND ADJACENCY ACCESS AISLES SHALL '�?T EXCEED A 2.0= SLOPE IN ANY olmoml. DDACCESSRLE 20UM SHALL HAVE A W,`tIll C2035 SLOP* OF 2.00° AND A MAXIMUM NN*X SLOPE OF 5.00BE. 18. LSTALL PERIMETER SEDIMENT CONTROLS PPM TO ISEGINNINIC W AID MAMA FOR DURATION OF CONSTREICTIV. REMOVE CONTROLS AFTER AREAS 00' UINC MUNUFF ME PERMANENTLY STABLED MP POPOSE OF of SITE. AL LIMIT SOL. VISTUMAMCIE TO THE CRAPPIC LIMITS %JOWN. SCHEPOE PPERAYK",S TJ MNn.P LENCW OF EXPO.ArT OF DUTUREIRD AREAS. 20. MANAGEMENT PRACTICES SHOWN AEZ TIE MINIMUM 12COURCMINT. NST" AND MhiTk: ADRT,44AL CONTROLS AS WORK PrOGE GEL To PREVENT EROSION AND CONTROL SEOMENT CARRIED BY WIND 09 WATER. 21. EXCAVATE FONDS EARLY W THE C"TRLCTION 5MLENCE. Raig.2 !eRMENT FROM POWs PERIODICALLY AND AFTER AREAS COMMENTING RUVFP ARE iMW EWLY STAELIMO. 22. CONTRACTOR SHALL PREVENT SEDIMENT LADE ^I WATER FROM ENTEANK THE WLTRATPjN SYSTEM UNTIL THE, SITES COMPLETELY STANJaP. 23. RESTORE 01 TURINEP OPEN AREAS WITH TRMPOR,',qY SEED OR SOP WITHN 72 HOURS OF CO"PLEING MAXIM 14 EACH AREA. 24. *W, SOP. rLJLGH AND FILATLIZIER SHALL MEET THE FGLLOWNC SPECIFICATICINS, AS MODIFIED. DEM w-koErAlKH-mm Soo NIVOT 30-5 SERPMINVOT 3876 MN TYPE 72-111 Q 30.5 LS/AC TW'.'MARY EROM GM'eoL PIN I TURF MILK YR` 23-t' a 120 LV 0 Co (".HOPI TYPE 1 1 2 TO A&. ISIS ED retly EPA! =srwof CENERAL PLACEMENT MOOT "75 25. SEE LAN05CAK-6 SKSTS FOR PERMANENT TURF AND LANDSCAPE RSTABI 26. SCRAPE ADJACENT STREETS CLEAN DAILY AND EIMER CLEAN WEEKLY. 27. FQM STRUCTURAL D69M M RETAINAPIC WALLS, POU-CAAWT LANWMRTAIA WALL WfiCNICATM FOR MMLPI DOWN AND PLWFo MANCE. PROVIDE CONSTRUCTION OF WALLS N ACCORDANCE W-10 APPROVED DESIGN. 20. Ca*R,) ARCHITECTURAL MOUREMENITS FOR WALL LWIS WTI.: EPP FAL 11. SNINIT DESICR TO CITY FOR APPROVAL PESO! TO OMPWC ftasT 30. P2UGE, COCKSM-JIGN AW A711RANCE THAT Q%ATRO WOW CPNST0JCTaP WE[HN THE RE, "CED EARTH 20�� NI FENCES, LkDERCROMD LKILIM. CLIVNO RAL! ITC.: 19 IN ACCORM ',I WITH ArPROVED DESICM k," OOEe NO D6Mk 10 REWOR-PAC RUE: -'WS OF TIE ftIANW WALL. 4410 VAN NUYS BLVD, SUITE in SHERNIAN OAKS. r"140 MrM) IMPOSES - PAX (818) 481-M =90,013. A E TFIFIC 7pON F 0 R M FARM She to FIRM 105 S.Ull Fft Amsemo Tat 612 -MM 811110513 Fac 512-2"n INNE-ow-ft,MN W01 WY& Swulform.rel -14 G) C, 7� 2"r -',P q! W/ Re & w ORIFICE AT PRI Ell -E90.00 -m- OFF a 0 9-� C7. CiTE UTILITY SANT EY L Lm in.TYP.) N+80787 3 -bk-- 7 - - - - - - 7 - - - - - - --- t --*LEC-_`--® -*LeC- �i , To MECT 4'-6° 4'-6' IK 51 AllwkTeg F 0 K m 2 oax ®0,°° PROPOSED RETAIL F� Yet, 612-252-9070 7 COB SANITARY1. 4,656 SF W-11582.90 20 EEC v BEEN, landemLod R -3250-A C40171M4 60,0A,FFE=892.5 57 111- Fee DEPT. CMENCTON 551 IH 2:11 DAL 8 PrAc SUITE 1 SUITED SUITE 3 j q. '(Wal CC•W-CT TO SANITARY MAN40LE AT K=MLSO v Ji �JD (HELD VERIFY LOCAnON AND NI ELEVATION CP ULTINC SANETARY SEWER MANHOLE) n -51M 4 J( 17 F •366TH AVENUE NORTH rE-5qO.23 PT -5 1p=5aA.c IE=654.5 Ir, b 515 2732cp f II 0'(' Irv-, G) C, 7� 2"r -',P q! W/ Re & w ORIFICE AT PRI Ell -E90.00 -m- OFF a 0 9-� C7. CiTE UTILITY SANT EY L Lm in.TYP.) N+80787 3 -bk-- 7 - - - - - - 7 - - - - - - --- t --*LEC-_`--® -*LeC- �i , To MECT 4'-6° 4'-6' IK 51 AllwkTeg F 0 K m 2 oax ®0,°° PROPOSED RETAIL F� Yet, 612-252-9070 7 COB SANITARY1. 4,656 SF W-11582.90 20 EEC v BEEN, landemLod R -3250-A C40171M4 60,0A,FFE=892.5 Fee DEPT. CMENCTON 2:11 DAL 8 PrAc SUITE 1 SUITED SUITE 3 j HYDRANT I 1,600 S.F. 1,386 S.F. 1,4703.x. �JD 20 20 .,-POOP '%N A 7N=686.04 ----------- M. SOLD BANK, 00 To MECT 51 AllwkTeg F 0 K m IO 2.0WG F� Yet, 612-252-9070 SOI Ilk MIM a, MN 55401 BEEN, landemLod FILE MAINE C40171M4 2:11 DAL 8 PrAc gxrywc AM j HYDRANT 4190 . =8133.70 T 1647 VIA. OUI IEFII VUlPIME. C unal LOCAT-ON INV -883.70 e- 642 A. LT 5.-36` OP S a o.oOx I LOT 10 DROP DUE LY INTO CMP SYSTEM 77" DIAMETER Cm DETENTID• SYSTEM STORAGE -0.81 AC -PT EXISTING RETAIL 42,476 SF m 0 PC: 20-118-21-22-0012 3520-3566 WNNETKA AVENUE NEW HOPE, NN 55427 EXISTING MULTI -TENANT SHOPPING CENTEP SLALOM F-rE= 995.70 HEIGHT= 13.0 PT, 1. PIPE MATERIALS WATERMAN w CLASS 52 (A.51 A7',51/AVWA CN), Cqoa Me SAN, SEWER SERVE PVC SIDE 35, SDR 26, SCHEDULE 44 If 5TPt P3934, D26E5, A mqlj stopm SEWER F C SCHEDULE 40 (ASTIR 03034, MASS, & sI Op 2. CONTACT LII %RV -E PROVIDERS FOR FIELD LOCI TON OF Sw'a-S 72 'VIA, PRIOR To BI I C�,.MAAM WIN (nVATE LITUTIS TO PROVIDE ELECTRIc, CAS, AND COMMILNLATE 15 SERVICZ9 TO BI 4. Pr9V4'R MEANS AND MEASURES To Pr,.O-ECT ADJACENT MORI a ROTS DADAM DAM LrrLffy INSTALLATION. 5 PIPE LBWfF3 3V -'V4 AM FROM CENTER OF STRI TO CIPCER 01 STRUCTURE OR END OF END seclux 6 AV ILST STRUCTURES To FINAL CRAM WHImes oEETuRMD cavLy WITH RE OF UI MEET RE MS Fr^. TRAFFIC HoAawc IN PA' Er me 7. INSTALL TRACER WQ- WIN ALL No-CONDu &,E LMI B. CO.� 4ECT TO CITY UftMES IN A-CORI MTN C 01 CRY vNwAet 5. 9 M.11W 8 FEET OF COVER aN WATER. 16, DEFLECT WATER TO MAINTAIN I MI 0I SEPARATM AT SEWER CR( CXWER FINE LEr ..THS Td PFOVCK Cl-ATEST SEPARbtOW BE 4aLN MATS. III CCIACT Ctry C' NEW NOPE FOR FILLISAW AND FARES" TEST MPECITON3. D. FRI 4 -INCA F -M II INSULATION o4 31 SEWER LESS MINN X FEET DMP. 13. CATCH 13 5 ✓I CX13 AND CUTTER A� SM"EIP 2 NCNI ELPW 110 CUTE? MADE. 0 RCATC SLEEVE TO BE 4' SCHEDULE So P:C BLFRED 2e eLoW &RAI*. EMEND S-SIEVE9 3' BEYOND THE BEIM OF PAVEMI (CCO10NA7k WITH LS-ATION CL41WACTOI E5 THE PRIMARY ELECTRIC FEED, TRAAMFOMTR, AND METER ARE PROEMD AND MTP.LED " c"ywowr ENEMY. THE TRANSFORMER PAD DBICNI is Pd: qw By THE L"LITY PAD COI 15 By THE CONTRACTOR. COI LII P:72 PAD DRIAL. THE secay.�,ly ELECTRIC AND COI SHALL RE INSTALLED BY THE EXMTRI CO 'ACTOR S. SL9 UECT.`ICAL STE PLAN FOR ADVII WeMlIoN. E:>MtMRPONT ENERGY WILL FX!dW AND II CAB S,' -VC- PRS:: F.WM. N, " hWNE TO THE METER. CAB SERVICE F, -OM T.f METER iHkl, BE NSTtUgl) BY VK MECHANICAL C"1,4=9. E>P='-106 ONE 4 -INCH FVC CONAN MRN PiAl-STMC Fear. iI TSL*Pr,,iE SERVICE To smnrc, 'L KOVIM CONQUI FOR CABIE IMILEVISM AND OTHER M.ECTROI ?7IMMJ 4CATN.. EDCODANONATE WIN MECHANICAL, PLLM&IrC, AND Ift-rCTRfCAL DRA -MKS MR I M SERVICE CONNECT" A, -P COMITINNATION OF 3EWI WIND MMI 2L CONTRACTOR TOPOTWILE, ALL UTILITY CROSSI PRIOR To CoI of NEW UYLMS TO VERIFY DEPTHS a 2961 LeIRS. CONTACT E "MI P ANY CY.THILICTS ARE DISCOVERED. -2. ALL JCWT AND CV61*Cl VN� IN THE STORM 51 SYS 5TEM SHALL 'i CASTIirt OR WATER TIONT. APPROVED RE?LMNT RUBBER JM -TS FUN BE UI 10 MilE WATier -'W. CONNECTIONS TO MANF.XES. CATCH ONSIMS, AND OTHER S`FlhlcytrS 2_. ALL PORTCAS OF THE STORM SEWER JYSTSM, LOCATED WJN,l 10 ITT M THE BADINC OR WATER SERVICE LINE MAST BE TESTED IN ACCORDANCE W.H MINNESOTA MLef. PART 47115.2820. 24, THE WATER DISTRIBUTION SYSTEM S14ALL BE DW9ClED PERMkMr,'YA MILES, PAnT 47,52250. 170 DAVID MDAWO ARCMTECTS so 9 lliflit lufklm 6 , 2 r, 446.4148 J— � 626,4462765 Db bA I (A D H* F 0 K m 105SauIhF0Avmus Yet, 612-252-9070 SOI I= 6*252077 MIM a, MN 55401 BEEN, landemLod FILE MAINE C40171M4 WSTALI, f9S6 PAOMV6006 , 5 PAM TO START OF LAPD DS'CR. PlAhTM LiM MAL LANDSCAPIP 5 INSTALLED. (D 65'STSPL T -POST, L?S lb/LP, POSITION A:' DRPLNE 09 * PC-YETHYLENE SAFETY NETT . TWEE 195 PER POST. TREE PROTECTION 0 NO SCALE I -Ww BROOM P11-01, '/a' RAD. Val TOOLED lw I/--' RAP. COI --RETE A SA=E Lv? M'MOLOTO JOH, ELLER EXPANSION CONTRACTION JOINT JOINT CONTRA - JOW: I SPAONC SHALL MTCi, WALL WIDTH iALeSS SPOWN OTW.Wft. 2. JOINT5 ADJACENT TO CURB 5,4A.L MhTQ4 CV,;0 .DINT SPAWG. RX-A.50W ",� : V.49RE W.t BUTTS ANY COWFOX. FILED OR EMBEDDED OBJECT SUCH AS WiLLS, STOOPS, M�ES, ET, 2 4C a; CENTER 0 CONCRETE SIDEWALK AND SIDEWALK JOINTING NO SCALE cow,effe CRC Iw 6' QA. STEEL PIPE SOILLARO, CONCRETE FILLED -PANT BOLLARD (REFER TO AQCMEC-) EXIIANUM JOINT r-4- COKICMTP VALK IROVIDE PAWED SYMOM AT EACH *SCINWIN) PARKaJC 'TAL. CENTER 5'ITTIOL 4 rALL. UNIVERSAL SYMBOL OF 0 ACCESSIBILITY NO SCALE CON 1. PROM CLO ROUND PIPE BOLLARD 'It, PIPE BOLLARDACCESSIBLE SIGN - MN [71�1 AN COVER L AND NO SCALE NO SCAL-- "101-6 Tw. SECTIL11 DAM PION-exTAY"lle 1 1 THICKENED BITUMINOUS EDGE AND CONCRETE SURFACE NO SCALE 5 TO PACE OF eURB ARE TO 1�} Da Be fim V-, RAD. Si Cid L CONSTRUCT WIMi QEvEM SLOPE GUTTER WHERE IM PA%BMNT SLOPES AWAY FROM 0". GUTTER GRADE TO MA -CH PAVENEW GRADE. (FORMS MY BE WILED.) 6" CONCRETE CURB SECTION NO SCALE FULL Ma' HICK [DACE OP CUR6 3. 3. V?' RAD. rG TER SUTTER CRAPPI'Z ELEVATION PLAN mawminEsZEMSEW STEEL I- OST L25 IbA.F LS REALTY GROUP 4419 VAN NUYS BLVD SUITE AM SHEMAN DANS. CA 91403 M (M) NKFQ= -FAX(818)469 W STABLRE0 Q.TEKTLE 36' MW EAPOMO nT. 5XED ANClt:, c"! 616. TAMPED EARTH MACKPILL, wLaW Il City of NewHope _-1I1111— E WINNETKA MEL PLATE COMMONS INSTALL ON CLATOLK AT C014STAW ELEVATM NaW HCDIPE, MN VE-PY LOCAL REOI19 FBM: • CEOTE TLE TYPE MENDS OF ATTAQ MEW APKHmw POS SPIACW • WOW POP. HEA T Pul 7 APPLICATC4 SILT FENCE DMD HIDALGO ARCHIMCTS NO SCALE F 11FEMP I cp 626 446 4149 la x 626.4462765 piq TANCE to,, PASS 61 MR-flum DEPTH PEF&M COLI h 3- MISMUM IF NEEDED WASHED POCK IS I.- 20' nn,Wt WIDTH 10. MMMT CUT OPP'ERM PAT H.Tm P.P.151L.T CEOTEXTLE SEPARATOR PAORI OR 3'Cg,!.MJL.AR geAWAGe FILL PLACED UNPRl RC,,K VEHICLE TRACKING PAD NO SCALE -- ----- — -- 'UPE WEST EASUITS � WWAW FILTER SACS 00CFLIER SACS DUSED WSLE SAWS'S AMD IVRE PRAM±' N: ERT EMERCeNCY OVERFLOW PORTS A - rasicrev FOR Nmm ;I -3250-k ON u -3250-i F7,,,m Cr SIC Atfs, 27" DEBRIS ILL DEVICE VICE ATERNATPE ALLOWED AS APPP,N D By PERM TLIC AUTIORrIE9 INLET PROTECTION NO —sw REVISED PUD APPLICATION 07=4 F 0 R M FumSNE bRRnbh 105ftill"OlhAmence T4. 612-252-9970 sub 513 In: 612M -M lAnn.aph, INS 5501 W* lmndfm.ng FILE NAME PAWECT NO. ZZZIM4 NORTH KnoW Whafs NOW. Call betome you dg. 0 20 40 i LL WN -9 IN MAAHOLE TO AVE 'M ON9 QUSM ASKEI . 0 -me 9TEPS NERNAR RFmj 2 ECLML, ffi- O.C. ALLIMPRIM Ten APPROVED. LL WIS "a FAt5 ,Ayeiz-mGO ,Ns. L U� EC71ONA-A -� STORM SEWER CATCH BASIN MANHOLE 0 NO SCALE PIAL BED OF MORTAR BETWEEN RHOS .......... NPlIM OF , MAE. 0, . C... AP.M,14 RNG, WRAP .� JUINTB BETWEEN THE RW65, CA3TM ADD MAMHOE WrH A WATER -TIGHT W, --.AP. 27- //�51 CONCRETE MALE �51 C DOCHOUSE3 S -ALL Be aRcirm ON BO:H T>e OUTSIM AND RISC& _—WATC!f-=r K.ET INVERT ID77/p 77/p 27* STORM SEWER CATCH BASIN MANHOLE /�Alk'll NO SCALE I WENAW CASTW TY Er D C'-- A 6' COLLAR ON TOE OUTSIDE OF EMS PVC TNREAMO CAP & PLUC E. -KATEiRPiff i!A x- r —11LAROLZ-ull ADJUSTW ENDS. WRAP ALL JaNTS T. TME RINGS, CASTKV AND lmmmi_ i OR9CAST RFINF C60 CONCRETE SLAB 6' FOR 4& DIA. STRUCTURE MOV9* LOCATWO/MARKEIG TAPE reED LOCAL P. PER Im. - r2aOw. @ 599 SPECMATIONS FOR MOUNIC AND ENCISCHS.T SITE UTILITY TRENCHING NO SCALE L U� EC71ONA-A -� STORM SEWER CATCH BASIN MANHOLE 0 NO SCALE PIAL BED OF MORTAR BETWEEN RHOS .......... NPlIM OF , MAE. 0, . C... AP.M,14 RNG, WRAP .� JUINTB BETWEEN THE RW65, CA3TM ADD MAMHOE WrH A WATER -TIGHT W, --.AP. 27- //�51 CONCRETE MALE �51 C DOCHOUSE3 S -ALL Be aRcirm ON BO:H T>e OUTSIM AND RISC& _—WATC!f-=r K.ET INVERT ID77/p 77/p 27* STORM SEWER CATCH BASIN MANHOLE /�Alk'll NO SCALE I WENAW CASTW TY Er D m SECTION PLAN uw CONCRETE THRUST BLOCKING 0 NO SCALE 2' pm. Pm 4° OR LESS. PVC TNREAMO CAP & PLUC MV--WWP EXCAVATON UnT FOR R PPA. Cr ~ SHAM BOTTOM FOR :.,PpMf OF EW Aft. MACAK- EXAVATON LINT FG, F1996LE F 6, PVC kaq IY PTH VARNSL MOV9* LOCATWO/MARKEIG TAPE reED LOCAL P,E=,EVWS @ 599 SPECMATIONS FOR MOUNIC AND ENCISCHS.T SITE UTILITY TRENCHING NO SCALE PX LON-. SWEEP 45 9L.10 PVC v A FLOW NOTES- WE9 PPE SMALL 00 EXTENDED ADM CROLNO LEVEL WALLY & T,*N IT MAY BE CUT BACK TO MATCW FINAL CQADE (By arpeRS) POSnam CLEAN -OUTS UPSTREAM OF 9DN45, WHEN Prame. CLEAN-OUT STRUCTURE NO SCALE m SECTION PLAN uw CONCRETE THRUST BLOCKING 0 NO SCALE Em IE rRARAAe MA;MATERIAL OR DENSELY C"ACTED FIL MATEM CeAKAAR POUNPATCH cam C (OF & EcF) CLASS C DEVONr THE PPE IS WDOW N COMPACTED CeANULAR MATERIAL, OR DENSELY U'VACTPD FLL MTEeV- LP TO A FWW 6WAL TO ONE-SIXTH TOE WT5109 DAMTE2 OF 114E RPA. THE DEPT 0'. THE alum MATERIAL BELOW TgE PIPE 5 A MN" OF 3. FOR 27, Am SMALLER APE, W FOR 66' PWIETER AND LARCER FEB. AND 4" FOR BITER SBOUT SMES. IM REMAR`W` WEP" Apo WIL SAL MATERIAL M COMPACTED NATPi SITS U + an= Dtl %R H - BACKFILL COVER A871E ARE A = DEPTH OF OEVOI4C MAIERAL LAR W� 2' pm. Pm 4° OR LESS. MV--WWP EXCAVATON UnT FOR R PPA. Cr ~ SHAM BOTTOM FOR :.,PpMf OF EW Aft. MACAK- EXAVATON LINT FG, F1996LE F 6, C,:AraLAe FOUNDATION 0 RLQMED), M DEDPW REQUIRED FOR LOCAL CONPRC.F IY PTH VARNSL MOV9* LOCATWO/MARKEIG TAPE reED LOCAL P,E=,EVWS @ 599 SPECMATIONS FOR MOUNIC AND ENCISCHS.T SITE UTILITY TRENCHING NO SCALE Em IE rRARAAe MA;MATERIAL OR DENSELY C"ACTED FIL MATEM CeAKAAR POUNPATCH cam C (OF & EcF) CLASS C DEVONr THE PPE IS WDOW N COMPACTED CeANULAR MATERIAL, OR DENSELY U'VACTPD FLL MTEeV- LP TO A FWW 6WAL TO ONE-SIXTH TOE WT5109 DAMTE2 OF 114E RPA. THE DEPT 0'. THE alum MATERIAL BELOW TgE PIPE 5 A MN" OF 3. FOR 27, Am SMALLER APE, W FOR 66' PWIETER AND LARCER FEB. AND 4" FOR BITER SBOUT SMES. IM REMAR`W` WEP" Apo WIL SAL MATERIAL M COMPACTED NATPi SITS U + an= Dtl %R H - BACKFILL COVER A871E ARE A = DEPTH OF OEVOI4C MAIERAL LAR W� City of NewHope PROJECT DESIGNE .. . . . . . . . . . . . . MO ARCMTECTS 1&0 ]=�Wnaff=j L-�� SM.446AX48 f— U44462?65 (9 D I F 0 R M Fm RID t. Krish 1055ouff%FMAvenus TEL 612-2524M Sub5I3 Fam 612,2524077 !-At' . IMIN W401 ftin ImrmlWiLW FILE W�IUE CYOZZ34 rr z /did/9i O-AMaec.AR F"PATION CLAM B (PVC & POPE PPE) CLASS B SEDDING INE PPE 5 MOVED IN COMPACT9P CRANULAR MATERIAL PLACED UP TO A MPKW ,DUAL TO Ota -"AL T" " O"'I'M M"Ten OF 7"' PIPE' T,* DEPTH OF THE CeAN AR B600M BELOW THE WE IS A MWdM ON S' FOR 11" IIAMETE� AW PTFE, IB, W FOR .° DIAMETER AND LARGER PGE, AND 4' FO' IITIRMEPIAI WE% THE NTIAI, F" LL MATERAL SHABE V,.4XjLY COMPACTED G-.A"BP AR UP T.' A WICAT O� OVER Te TOP DIP I- ftv. PIPE BEDDING NO SCALE City of NewHope PROJECT DESIGNE .. . . . . . . . . . . . . MO ARCMTECTS 1&0 ]=�Wnaff=j L-�� SM.446AX48 f— U44462?65 (9 D I F 0 R M Fm RID t. Krish 1055ouff%FMAvenus TEL 612-2524M Sub5I3 Fam 612,2524077 !-At' . IMIN W401 ftin ImrmlWiLW FILE W�IUE CYOZZ34 rr z /did/9i = r,N-,TkS TUIF El (T DXBTNG TREE Lq P90-n"ITLWIFIR02, A" 4,656 SF FFE=892.5 9 0, d II -------- -- ----- — -------- — -E3 I --------- EXISTING RETAIL 42,476 SF ,I. ml Mil Imil P.Mil HE PLANS AND LANOCAP REFER TO LAW�,�APS PLM FOR CROUCCOVER C,'TSM SHRUD BED IA�FLL MTH ILANTI� 5011. PROUCHLY LLW AND LOCSEWM F.AMT C RED WL. MMTkC BED SMLL wya mm" OF TWELVE (v) 11005 �MUMO PLANTS 7r•°1 % ....OASTM RM-MADO ...........31111 IN� NalEs. F owls ARII PRE%lr AROM TIE HZES OF r2OTBALL, UNCOL OR CUT AS SCAR -Py BOTTOM AND SIDES OT MMY AS FOSS" MTHOUT DSSTPOYM HOLE PMM 10 PLAN*K. SOL MASS. PERENNIAL PLANTING gg NO SCM� VV II I III iV it IIIA lye rc i II Fri = r,N-,TkS TUIF El (T DXBTNG TREE Lq P90-n"ITLWIFIR02, A" 4,656 SF FFE=892.5 9 0, d II -------- -- ----- — -------- — -E3 I --------- EXISTING RETAIL 42,476 SF ,I. ml Mil Imil P.Mil HE PLANS AND LANOCAP REFER TO LAW�,�APS PLM FOR CROUCCOVER C,'TSM SHRUD BED IA�FLL MTH ILANTI� 5011. PROUCHLY LLW AND LOCSEWM F.AMT C RED WL. MMTkC BED SMLL wya mm" OF TWELVE (v) 11005 �MUMO PLANTS 7r•°1 % ....OASTM RM-MADO ...........31111 IN� NalEs. F owls ARII PRE%lr AROM TIE HZES OF r2OTBALL, UNCOL OR CUT AS SCAR -Py BOTTOM AND SIDES OT MMY AS FOSS" MTHOUT DSSTPOYM HOLE PMM 10 PLAN*K. SOL MASS. PERENNIAL PLANTING gg NO SCM� VV II I III iV it IIIA lye II = r,N-,TkS TUIF El (T DXBTNG TREE Lq P90-n"ITLWIFIR02, A" 4,656 SF FFE=892.5 9 0, d II -------- -- ----- — -------- — -E3 I --------- EXISTING RETAIL 42,476 SF ,I. ml Mil Imil P.Mil HE PLANS AND LANOCAP REFER TO LAW�,�APS PLM FOR CROUCCOVER C,'TSM SHRUD BED IA�FLL MTH ILANTI� 5011. PROUCHLY LLW AND LOCSEWM F.AMT C RED WL. MMTkC BED SMLL wya mm" OF TWELVE (v) 11005 �MUMO PLANTS 7r•°1 % ....OASTM RM-MADO ...........31111 IN� NalEs. F owls ARII PRE%lr AROM TIE HZES OF r2OTBALL, UNCOL OR CUT AS SCAR -Py BOTTOM AND SIDES OT MMY AS FOSS" MTHOUT DSSTPOYM HOLE PMM 10 PLAN*K. SOL MASS. PERENNIAL PLANTING gg NO SCM� ed — — — — — — — ------ — — — — — — — — — — — — — — -- 36TH AVENUE NORTH ___a __+_ A MATERIALS: ELEVATIONS NUMBER DESCRIPTION A EFS 1 -HEAVY DASH STUCCO to Ed—. 21`-�F B DES 2 -SMOOTH FKSH STUCCO E C STANDING SLAM METAL -TA A" . _fo ---""r nRE 0B -O D COPING RM C I E GLASS CANOPY F! ISH FLOOR 00-0 F METAL TREUJS �lc 0 O - 0 LIGHTING /-2-\TRASH ENCLOSURE ELEVATION H ELECTRICAL EQUIPMENT CMU 1 -ROUGH FINISH VENEER 7 10 ROOF SHEATHING D K MECHANICAL UNIT -To ' LA.LLto ----j�- SUITE 2V L CMU 2 -HEAVY DASH STUCCO SUITE SUITE ALL 1,470 S.F. 1,800 S.F. 1,386 S.F. J. 32'-4II - C G T.O. BASE -all H FLOOR . �J_ FLOOR PLAN NOR r3 -1,,I, NORTHWEST ELEVATIqt_jq2!�!�. \Qy0Sr.ALE cr II D -(D) ---------- t ro L loLil TEHAKF T.Qj �HIQ AIH ------------ ......... ....... ....... -RA FACE ,;• B.O. FACE �T.Q j jH.E I �11 ................ 1�r ti F ....... ........ ... T.O.OREFIR-TOREFRONT 010-0 � 10 H 0 0 0 14� 4r, T. SILL Ilk aa.0 aala�........... ............. 0 0 -D I UO BHF R .4 dw L L L !�SO�UTHEL�EEVATION (FRONT) t -5 -\EAST ELEVATION (SIDE) \eyoscAX��scmx l/w - I-tr D -OLT D .0i ALL +r BEN'OIiOD ro B T.O. WALL 40 �- p -0 :v &A-hy 0 J1 11 CEff - BO ACE 7. mo -V -41- G A .. ................. E ....... . . ..... ... ... ... ... ...... .... .... ..... .... ...... E ........... "I'll, T.O. ar"T 10 OsXss Z" TDREFRONT ........... tr MENU Z' A OPOSE .. - T.O.-BASE "BA T.O.p S' o 0 ]2 T FIN �F=R N' �Fl FLOOR _O ---------- eals L 7\ WEST ELEVATION (SIDE) NORTH ELEVATION ( �R E A R �%l �sc ��wlmz �1/r - �V-w PR DR E O C.M. ARCHITECTURE, P.A. 800 WASH ON AVE K., 211111200 MINNEAPOLIS, WIN 55401-1330 PHONE: (612 547-1300 FAX: (68) 547-1301 E—MAJU lnfo@cmamh.com CONTAMPHIL FOSTER pfug9r9cmurch.co somm"ma, CONSULTANTS: DVSIGN ARCHITECTS ala SOUTH FIRST AVENUE ARCADIA. CA DION PH: (626)446-4148 dhId.Iq.6dhar&L— CIVIL ENGINEER 105 SOUTH FIFTH AVE, SUITE 51: MINNEAPOLIS, MN SWI PH: (692)952-9070 SE HEREBY CERTIFY THAT THIS ,LAN. SPECIFICADON. OR REPORT VA. 9 PREPARED BY ME OR UNDER Y DIRECT SUPERMSION AND THAT AM A DULY LICENSED ARCHITECT , NDER THE LAMS OF THE STATE IF MINNESOTA. ATRICK G. BLEES, ARCHITECT IGNATURE 7-11-2014 ATE ISSUED 18079 ED. NO. HEET TITLE: LOOR PLAN NO ELEVATIONS MSIONS: 0: DATE BY. P - w M n w w M W LS CAPITAL WINNETKA COMMONS RENDERINGS Tul Tr re 1 —4rPROJ ; —EBL -ESTER ,. SQ I f AVE FI AVE iV�fi a a Na Ft r� Rl�Voa� wnnab, rc;s��rnnK F� L, ®ria �Si{iN�T�N AVE. N,m �l11PE z HOPE, 4 07— -� C.M. RE. N.A. 1 S °CAPITAL SHEET 1 o7�2S-14 MiNN_ d_ _ iJS. MINNESOTA 50001-11 _ _ ___ _., _ _. _ 14239.001 T W LI -1 0 M LS CAPITAL ME LJ 36TH AVENUE NORTH '�3 -----7 6/ Li 7_w z z N NORTH . ............... COPYRIGHT C.M. July 17, 2014 Committee: Houle, NirgI Svendsen, McKenzie, Enghl The Development Review Team met on July 16 to consider a request for a preliminary and final plat, Conditional Use Permit (CUP) for a Planned Unit Development and a Site Plan Review for the construction of a 4,600 square foot retail building located at 3540 Winnetka Avenue. Staff: Sargent, Chirpich, Axel, Paschke, Weber, Korth, Rader, Sargent, Wolf Consultants: Brixius, Long IQX,1110101�LK�T� ( �j A PROJECT: Preliminary and Final Plat, CUP and Site Plan Review ADDRESS: 3540 Winnetka Avenue ZONING: CB, Community Business PROPERTY OWNER: Winnetka Commons Holdings, LLC APPLICANT: Aric Lasky DESCRIPTION. The applicant is requesting a preliminary and final plat, Conditional Use Permit (CUP) for a Planned Unit Development and a Site Plan Review for the construction of a 4,600 square foot retail building. Existing Conditions 9 Winnetka Commons shopping mall 0 Storm water and on northwest comer of the property Comments The following issues must be addressed by the applicant and shown on revised plans as appropriate: I r-141 Wnq 0410JADW2941WHO '11TV U 17MINORT �T I AITC UIC %.-1Lj'f1611LW1 dILILC5h 14T PCf1%1U1C ffijlw-114�41 . Le 1j(LI9-C1-6r*jytII "111VIT oections. 0-1111111 -him IN i All INQ 0 PTC1aT-11UU-1-JL I L -LI rd 1dTTC=& U-1 M.Fail- U111i CICURYU« wI 'JILAIS MIT -., , I well as the distribution of costs between the two lots. This agreement shall be recorded against the properties. Separate from the plat, the applicant must provide for City review cross easements for access and parking over both newly created lots. The applicant must provide agreement and terms for sweeping, snow removal, parking lot maintenance, and repair between the two lots. The building and drive through facility meets the n'dnimurn CB District setbacks, however the 10 feet between the driveway and the public right-of-way is not adequate for the following reasons: o The drive through lane must be screened from public streets. The proposed landscaping 0, retaining wall is located within the 10 foot utility easement around the perimeter of the lot. Thl I easement is already occupied by a variety of utilities along Winnetka Avenue. The landscapi will interfere with these utilities with regard to access and maintenance. o Winnetka Avenue is a two lane County road with a sidewalk and 361h Street is also a wide street with a sidewalk along the south side of the street. The 10 foot setback between the drive through lane and the streets and these streets and sidewalks is not sufficient for snow removal and storage. In staff review, we suggested the elimination of five parking stalls east of the proposed building and shifting the building east by 10 to 15 feet. A southern shift of 10 feet is also recommended. This may be accomplished by eliminating the landscape islands in the south parking lot or eliminating a row of parking stalls. This relocation of building will eliminate the competition between the City and property owner for snow storage along the streets and sidewalks. 0 11 1 111 • The overall shopping center combined site has parking in excess of City requirements (212 spaces required; 241 parking spaces provided). • Commercial buildings smaller than 7,000 square feet may be exempted from providing a designat loading area. The applicant has provided truck maneuvering details for five trucks and delive vehicles. These turning movements for the larger trucks appear to be tight. it may improve ril w' relocatiN n of the building. I The building materials consist of two types of EIFS panels. The base, parapet and columns will be a smooth finish stucco with the middle wall area being a heavy dashed stucco. The back of the building will face 361h Street. This back wall will be accented by a change in color and texture of the EEFS panels, a metal trellis extending from the building, and tenant wall signs. These exterior materials do not comply with the New Hope Design Guidelines which require: Sixty percent of each fagade shall consist of primary building materials including brick, natural stone, pre -cast concrete units, architectural pre -cast panels, or glass. o Thirty percent of each faqade may use secondary building materials including decorative block, stucco or EFS. # Up to 10 percent of any faqade may use accent materials including metal work, glass bloci copper flashing, or similar materials. The Commercial Design Guidelines require a minimum of 20 percent of the two sides or rear facades fronting public streets at ground level to consist of windows or door openings. This may be addressed using false windows as an architectural accent. Primary entrance should face public streets or linked to the public street by a clearly defined walkway. The applicant must illustrate the location, size, and screening of any ground mounted or rooftop mechanical equipment. The applicant is proposing to use 10 percent of their parking lot for snow storage. The areas identified raise questions with regard to storage capacity, location along public sidewalks, and potential damage to existing landscaped areas. They offer a snow melting option if the storage becomes unmanageable. The applicant would need to provide more detail as to how this snow melting would work (i.e., what events would trigger snow melting, what is the capacity for melting snow, what if any is the downstream impacts, •I I ig � I �pii jj� I I : I I I I MIWIIM•• ►= ATTACHMEN 8 Applicati 0 Varrative * Plans * Planning consultant memo dated 5/13/2014 NOTE: REVISED PLAft7DEX-fCff1 is nr ay, IT Planning Commission, Wednesday, August 5, 7 p.m. City Council, Monday, August 25, 7 p.m. JL 2 5 1014 0 ,,,,. 01 @ INTRODUCTION On behalf of our client, David Hidalgo Architects, Inc, Landform is please to submit this application for Preliminary and Final plat and Conditional Use Permit for a PUD to allow the construction of a multi -tenant ..9 "M e ine 11012). The 4.9 acre site is owned by Winnetka Commons Holdings, LLC. PRELIMINARY I FINAL PLAT Winnetka Commons Holdings, LLC is proposing to subdivide Lot I Block 1, Winnetka Commons Addition int* two lots and develop a multi -tenant retail building on proposed Lot 2, Block 1. The proposed building and plat will be located in the Northwest corner of the site and has a planned area of .83 acres. The site is zoned CB_ Community Business District, and guided Commercial in the 2030 Future Land Use Plan. The property to the north of proposed Lot 2, Block 1 is Bethel Memorial Park, and is not shown as part of the city limits on the zoning map. Property to the west of the proposed parcel is zoned C13 and R4. The property is located adjacent to Winnetka Ave, which is a county road. City staff has informed us to contact Hennepin County regarding any potential ROW acquisition they may need in the future. Hennepin County has been notified of our platting process and they do not anticipate any ROW acquisition in the neai future for Winnetka Ave, and they have allowed us to move forward with the plat. City staff noted that a potential wetland is located on proposed Lot 2, Block 1, and that Landform will need 4, perform a wetland determination. The findings from this report are attached. The subject pond is currently �eing used for snow storage. The attached narrative describes how future snow storage will be managed. V17M mi- I through and outdoor patio seating. Section 4- .2 P" uniI development. As defined by Section 4-24 the New Hope City Ordinance, the purpose of a PUD is to vII qnrt- types of residential, commercial, and I or industrial uses. III (1) A development pattern in harmony with the objectives of the comprehensive plan. (PUD is not intended as a means to vary applicable planning and zoning principles). The proposed PUD is in harmony with the objectives for District 15 of the Comprehensive Plam which encourages in-place expansion of existing industries. I ZZZ13294 A N D F 0 R M July 25, 2014 Winnetka Commons Plat and PUD 2 M-TYMOM - "I A r AIIIIN ll liff use on the block. The proposed development in -fills an underutilized parking area and helps maximize effective retail use on site. The proposed multi -use retail building and related amenities will provide more retail options to patrons. "to, =T, R-6- ILD IS e n IV The on-site ponding has previously been used for winter snow storage, not as an ecological amenity. The proposed plan addresses concerns regarding storage, stormwater management and drainage. The proposed development retains or replaces existing trees and shrubs at a on -r to one ratio. The rest of the block has no other vegetation or natural features. transition of varying land uses in close proximity to each other. M0111 development costs and public investments. 7M WeT-r1T=KTf utilities and streets. The proposed development will connect to existing utility and street infrastructure, and does not require extensive public investments. application on zoning and subdivision regulations of the city. ZZZ13294 L D F 0 R M My 25, 2014 Winnetka Commons Plat and PUD 3 The standards of Section 4-34 for Planned Unit Developments also require compliance with the standardsf,* owi CO to meet the followi (1) Comprehensive plan. The proposed action has been considered in relation to the specific M&L ttieoffloialcomp-rehensive municipal plan of the city. "rhe construction of a multi -tenant retail building with a drive-through and outdoor seating area is consistent with the comprehensive plan. The development makes efficient and creative use of 9rP9 ht 9-1 existina shopping center. (2) Compatibility. The proposed use is compatible with adjacent present and future anticipated land uses. The use of a retail building is compatible with the surrounding commercial intersection. The 2'03* Future Land Use Plan shows that surrounding areas are also guided commercial. (3) Performance standards. The proposed use conforms with a/I applicable perforn7ancd standards contained in this Code. The proposed retail building conforms with the performance standards of the code. The multi - tenant retail building is proposed as a complement to the existing Winnetka Commons Shopping Center. The building fagade, landscaping, lighting, and outdoor seating area will be visually appealing on all four sides, and will be in accordance with the design guidelines of the Comprehensive Plan. The total number of parking spots exceeds parking minimums, and shared parking and maintenance agreements will be acquired. The proposed plan effectively manages The plan complies with the specified standards for drive-throughs; and outdoor dining areas as specified in Section 4-16, Community Business District. (4) No depreciation in value. The proposed use will not tend to or actually depreciate the area in which it is proposed. The proposed development will not decrease the value of the area which it is proposed. By increasing opportunities for additional retail that serves area residents, the intent is to foster an environment that increases value to the community. ZZZ13294 L A INI D F 0 R M July 25, 2014 Winnetka Commons Plat and PUD 4 7M, 7 -WTI criteria specified for the vatious zoning districts. I so,11 MIR M11 because of traffic generation, noise., glare.. or other nuisance charactefistics. The proposed development is comparable to surrounding uses, and will not increase RIX I M01 I_W�' Vill] MMI c. Eriect on other businesses. Existing businesses nearby will not be adversely affected because of curtailment of customer trade brought about by intrusion of unduly heavy nonshopping traffic or general unsightliness. Existing businesses will not be adversely affected by the proposed multi -tenant building. T��, iv3_P_2jxL2p similar patrons. ZZZ13294 L A tlsl I'D F 0 R M July 25, 2014 Winnetka Commons Plat and PUD 5 SUMMARY We respectfully request approval of a preliminary and final plat to subdivide Lot 1, Block 1, Winnetka Commons Addition into two parcels. We also request approval of CUP for a PUD at the proposed Lot 2, Block 1, Winnetka Commons Addition for the construction of a multi -tenant retail building with a drive-through and ATTACHMENTS I CONTACT INFORMATION Mary Matze, Planner Landform 105 South Fifth Street, Suite 513 Minneapolis, MN 55330 qydpgnffjuw-#Tm�m#,.ted to Mike Bultman at mbultman@jan��� or 612.638.0241. L A N D F 0 R M July 25, 20746 6 Winnetka Commons Plat and PUD El PA P al tJ ��:I ssh 105 South Fifth Avenue Tel® 612®2529070 Suite 513 Fax: 612-252®9077 Minneapolis, N 55401 www.landform.net Mike Bultman, PE Designer (61 2) ®0241 Landform", Sensibly"- .> ® and Site to Finisteare registered service marks of Lendfarm Professional Saroices, I.L.C. I m„ L P,J D FORM �t- Suite Minneapolis, 41 Tel: 612-252-9070 Fax: 612-252-9077 The original provided the City with approximately 9 feet of snow storagealong 36'h Avenue, edge of sidewalk to the bottom of r wall. The building has been shifted 7' feet further to the south and the retaining wall has been pushed closer to the curb line, allowing for additional snow storage area. a revised 'A ,i allows A. of ostorage a;A';A 36 Avenue, from the edge of sidewalk to the bottom of retaining wall. The 10' drainage easement alo. f th Avenue will remain clear for City use. I Avenue from the edge of sidewalk to the edge of proposed landscaping. The building v shifteds been 3.5 feet further to the east to allow for additional ,A" storage. distance the building can be shifted east in order to maintain accessibility into the site. The revised site layout allows for 9 feet of snow storage along Winnetka Ave, from the edge of sidewalk to the adge of proposed landscaping. No landscaping will be placed within the 10' drainage easement — Along Avenue. �, -: � . � .. :., � � , A' ,' A ' a • �", I! � • , A ' . � ' ., a �, ,. Landform , Senslbly� ® and Site to Flnlshe are registered service marks of Landform Profeaskeml Sembee, LLC. M EM, M 3 1 f«:®< it has been noted that many of the parking stalls are taken up by customers of Fat Nat's Eggs. If there is a demand tor additional parking spaces, snow will be either hauled off-site or melted through the ©« of a commercial snow melter. An access manhole will be provided into the 72" diameter CMP system S« can be removed to allow for entrance of the melted snow. T%here will be no downstream impacts due \/ \ melting. The inflow of melted snow will be contained within the system and the outlet pipe is sized appropriately to handle the runoff. If snow hauling is chosen, an approved destination will be chosen and will have no impacts to any downstream facilities. WWI^ Designer J<2\6 ?»«2+: CITY OF NEW HOPE SPECIAL ZOiiiiiii r. P I I 1= A B C Appli- Applicant Date cation application number Name received Deadline Address by city Date city Phone limit expires 14-07 Aric Lasky 7/11114 approved or denied the application Winnetka Commons Holdings Date Applicant sent notice of LLC extension 13949 Ventura Blvd #300 Sherman Oaks CA 91423 818-922-2200 (H & W) or waiver 818-922-2201 (Fax) was missing i R Whether the other boxes are filled out depends on the city's Proceduresgrid fWg,�, 5-1:0r1--*T1X- Assign each application a number. List the Applicant (name, address and phone). List the date the city received the application. List the date the city sent the Applicant notice that required information was missing. If the city gives such notice, it must do so within 15 business days afterth date in Box C. If the time clock is "restarted" by such a notice, assign the application a new number and record all subsequent deadlines on a new line. To calculate the 60 -day limit, include all calendar days. To calculate the 60 -day extension, begin counting from the day following the first 60 -day limit, include all calendar days. The city will notify the Applicant by mail that a 60 -day extension period applies to the application. (The date in Box G must come before the date in Boxes E and F.) List the deadline under any extension or waiver. The city must act before the deadline. (The date in Box I must come before the date in Boxes E or F, or, if applicable, Box H.) List the date that the city sent notice of its action to the Applicant. It is best if the city not only takes action within the time limit, but also notifies theApplicant before th time limit expires. G:\Commdev\PLANNING\R.EPORTS\PC 14-07 Plat, CUP, Site Plan Winnetka Commons\ Applicationlog-Winnetka Commons.Doc D E F G H Deadline for required Date 60- day time Date 60- day Date Deadline Date city Date city information limit expires extension expires Applicant was notified of for city action under approved or denied the application sent response to Applicant Date Applicant sent notice of extension extension information or waiver was missing 7/28/14 9/9/14 11/10/14 Whether the other boxes are filled out depends on the city's Proceduresgrid fWg,�, 5-1:0r1--*T1X- Assign each application a number. List the Applicant (name, address and phone). List the date the city received the application. List the date the city sent the Applicant notice that required information was missing. If the city gives such notice, it must do so within 15 business days afterth date in Box C. If the time clock is "restarted" by such a notice, assign the application a new number and record all subsequent deadlines on a new line. To calculate the 60 -day limit, include all calendar days. To calculate the 60 -day extension, begin counting from the day following the first 60 -day limit, include all calendar days. The city will notify the Applicant by mail that a 60 -day extension period applies to the application. (The date in Box G must come before the date in Boxes E and F.) List the deadline under any extension or waiver. The city must act before the deadline. (The date in Box I must come before the date in Boxes E or F, or, if applicable, Box H.) List the date that the city sent notice of its action to the Applicant. It is best if the city not only takes action within the time limit, but also notifies theApplicant before th time limit expires. G:\Commdev\PLANNING\R.EPORTS\PC 14-07 Plat, CUP, Site Plan Winnetka Commons\ Applicationlog-Winnetka Commons.Doc CM OF NEW HOPE 4401 XYLON AVENUE NORTH IJEW WOPEWITURPTIT 4 Planning Commission meeting was continued in order to gather more information addressing the specific conditions of approval. Mr. Sargent stated that staff found that the combination of the existing lots aceets tke city'.s ziYixVxJ vIAJivisi*a subject to the following conditions: 2. The plat and title is subject to the review and approval of the City Attomey. The applicant agrees to incorporate the required changes requested by the city attorney. April 10, 2014 City Hall, 5:30 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 5:30 p.m. ROLL CALL Present: Jim Brinkman, Mike] Dumonceaux, Wade English, Greg Gehring, Jeff Houle, Roger Landy, Ranjan Nirgud4, Steve Svendsen Abstain: Absent: Christopher McKenzie, To Schmidt Also Present: Curtis Jacobsen, Director of Community Development, Jeff Sargent, Community Development Specialist, Steven Sondrall, City Attorney, Alan Brixius, Planning Consultant, Chris Long, City Engineer, Debra Somers, Recording Secretary Continuation of Chair Svendsen stated there was a quorum present and the Commission will Consideration, go forward with the continuation of consideration of Planning Case PC 14-05, Planning Case 14-05 Request fora preliminary and final plat, site plan review, 10 -foot rear yard setback variance and a 3 -foot side yard setback variance for the construction of a 32 -unit apartment building known as the Gates of New Hope, 9390-9398 27th Avenue North, Baruch Associates, petitioner. 4 Planning Commission meeting was continued in order to gather more information addressing the specific conditions of approval. Mr. Sargent stated that staff found that the combination of the existing lots aceets tke city'.s ziYixVxJ vIAJivisi*a subject to the following conditions: 2. The plat and title is subject to the review and approval of the City Attomey. The applicant agrees to incorporate the required changes requested by the city attorney. 1. A demolition permit will be required for the removal of existing structures and utilities on the site. All existing site utilities to be removed must be appropriately disconnected/capped. permit or as a separate application. 2. Applicant shall provide a detail of the recreational area surfacing, play equipment and grills for city review and approval. The recreational area must be properly fenced to control access. A fence detail must be provided for city review. 3. The site plan must illustrate ADA accessible sidewalk connections. The sidewalk connections shall be provided to the outdoo•,... area, and safety measures (e.g. crosswalk, striping and signage) shall be implemented in the parking lot to provide safe pedestrian movement across. The applicant revised the site plan to show the specific ADA compliance at the driveway apron. Also the ADA compliancefor the accessibility into the recreational areafrom thefront entrance of the building is met, and includes 7ZI*ins �INfref, Nic Parkirg stalls to gain full ADA compliance into the recreational area. 4. All construction drawings must be adjusted to account for the increase in the aisle width to 24 feet for the four parking stalls north of the surface parking lot. Planning Commission packet of information. 5. The grading, drainage, stormwater treatment plans shall be subject to review and comments of the City Engineer. E,,W&-fIJress the concerns in regards to any grading, drainage, stormwater treatment plus maintaining solely to the property itself. 6. A detailed planting and maintenance plans for the bio -filtration basins must be submitted for city approval. The maintenance plan shall address the efforts toensure that the basins function, and that the landscaping in maintained in an attractive and managed appearance. A maintenance plan/agreement for the stormwater storage and filtration facility must be submitted and approved by the city. The agreement shall then be filed with the county recorder to run with the title to the property. Special Planning Commission Meeting 2 April 10, 2014 outlines the maintenance planfor thefiltration basins. 7. The City Fire Inspector and City Engineer shall review and comment o the acceptability of the utility plans, hydrant location and fire connecti locatioxi. both the Fire Inspector and City Engineer, lli ililll!llll 1111 y1111111 pill 11111111 MOUZZMNAT11 1 14111-11 1 , , 9. The applicant shall provide lighting cut sheets illustrating the light fixtures, pole heights, ofwall exterior light fixtures. All light must comp with the cutoff standards of the New Hope City Zoning Ordinance. I 10. The applicant shall submit a revised photometric plan that dictates light intensity readings along the north property line. was iust north of the light standard reading are now within the city ordinance code requirements at 0.4 if candles along that property line. I =I 11. The driveway apron to the site does not meet existing sidewalks at grad a condition whf ch must be revised to allow for continuing ADA accessil., pedestrian ways around the perimeter of the site. I me= 12. The applicant shall enter into a development agreement prepared by the City Attorney that outlines all conditions of approval and secures all siti improvements. Attorney after review, 13. Per Hennepin County requirements, the existing concrete driveway apron along 27th Avenue North shall be removed and replaced with concrete curb by the developer prior to an overlay project scheduled for late summer 2014. In addition, any utility excavations planned as part of the development that affect the county road pavement should be completed Special Planning Commission Meeting 3 April 10, 2014 prz . or to the overlay project scheduledfor late summer 2014, pending the development goesforward. I .. 11MApyT YJAr-&- variance for the construction of the attached 32 -car parking garage. U-2 notitication requirements. �P gJ_iX,,jX �-p .k '�p_P -t-tine Commission meeting -M Mr. Sargent commented that the main point tonight would be how the •aw#,yIj gir, N*�.��edthat �both thecity en• eer and the applicant's engineer were on the site and looked at the issue. The city would be sufficient to help alleviate any kind of problems on the site. There is coom for improvement but what the applicant has proposed would be sufficient and would improve the conditions that are currently on that Im-sm Chair Svendsen asked the Commission if they had any questions for Mr. Sargent; there were none. Chris Long, City Engineer, explained he took another look at the site and spoke to the adjacent property owner to the east, the applicant and the applicant's engineer, This stormwater area is a three parcel area on the east side, north andnorthwest contributing areas to the site. The work the Gates d vqnmvp the current conditions. With the parking garage, the applicant would collect drainage water with a 12 -inch storm line and direct the water into the filtration basins from the south side of the property. Mr. Long stated the adjacent properties have runoff coming from the roof drains and the rest of the property going to this area. There are even more issues for the eastern property north of the garage units. Mr. Long indicated this is an area -wide issue which can be looked at further from a public works level and/or working with the private owners to help alleviate the problems. ........... k Chair Svendsen asked the Commission if there were any questions for Mr. Long; there were. Special Planning Commission Meeting 4 April 10, 2014 coming off of the roof. Mr. Long replied it may not collect all of the rain water but all of the water going to the east and to that eastern direction would be collected in a 12 -inch pipe that goes to the south filtration pond. If there is a rteed to install a 15 -inch pipe the applicant will take care of that. L4r-JQ*.U2WU4fflVU PIP F11f, .W 01w—tit- 6 lo' north of the sidewalk and lower the grade level enough to allow drainage to flow from north to south to the storm sewer, His suggested either working with a private contractor or city public works to install drain tile up to the marshy area and back, and possibly add another inlet or French drain to suck the area dry. Mr. Long stated that there is a problem in this area and over time when sediment, etc., accumulates, changing the grade, it will not drain properly. Whenever a the property has a grade less than 1%, which this area is probably at a less than.5% grade, it is not enough grade to make it drain properly and the water sits. As a separate issue, there is standing water behind the parking garage next to the Gates of New Hope site, which is also causing the homeowner issues. the pipe sizes cannot handle that type of flow. The water would drain over land, like a river, to the south. Mr. Long stated that during a rain event the water may still run like a river but the ma-rshy land would be dry. Commissioner Houle questioned whether the new development would push utilit-I easement between the Gates of New Hoye and the 3r '-'Ver4,j to the east The applicant will have that space to do the best grading possible so it will improve the overflow. Typically, with a new development there is a 10 foot easement on both sides of the building to allow plenty of room for both properties to improve it, but this will be better. relation to the marshy area. Mr. Sargent responded that the garage would be 175" from the north property line and 20' from the east property line. He 111, 1 - ia��'11 111, 1 Special Planning Commission Meeting 5 April 10, 2014 �� I 111� I I 11—PITINIFIN i.9 I Commissioner Houle stated that the reasons for granting variances is there codd in order to grant the variances; what would the city have to fall back on here for granting the variances because it appears that the issues are controlled by the applicant relative to the size and placement of the number of units, the garage parking, etc. A project could easily proceed without any variances if the applicant were to change things under their control. Commission Houle asked what the basis would be for the commission to grant a variance that Lmeets the language in the zoning code. Mr. Sargent stated that the part of the coUnTia Ts -f reft== property would be used in a reasonable manner. Staffs' interpretation was yes, it would be used in a reasonable manner. Staff then considered what practical difficulties were causing the applicant to have to place this building in the location they would place it in. In this respect, the applicant has had to comply W-&•, I -kVMAV-,. Mr. Sargent continued that the applicant's initial application did not require any kind of variances for setbacks. The applicant would have needed a variance or possibly a proof of parking on the property. Staff interpreted that the parking would be more critical than a setback to a property line. Staff recommended the applicant apply for a variance so they could get more parking on the property, which staff felt was more critical at that p•int. sense of the word but the applicant was getting closer to the property line. Staff felt the overall use of the property was consistent with good planning gice. or those reasom MIN be resolved by the applicant himself. WIN I very unique to this property and with the combination of the property staff converted a side yard to a rear yard configuration where the property to the east has a side yard setback which is 20' and a driveway at the property line. JJJJJ�a, Pard or a rear �,Iard setback in that area that was oingto VAA%W"lY f reasonable to require that and in exchange staff told the applicant the city wanted full parking compliance and full compliance with the other components. The applicant had the option to do the proof of parking and they were compliant rat and in that resl�oect that was a tradeoff. Staff looked at the setback off the north property line and at that from the standpoint it was a 2-5rIbck-emr# a -c! ru ant area at the edge of the garage, In that respect, staff looked at these variance Special Planning Commission Meeting 6 April 10, 2014 requests in relationship to what staff previously looked at for other multiple y of what is being proposed, A practical difficulty is the reconfiguration of the lot and, by definition, the east property line becomes the rear property line rather than a side, Everything developed along that yard is a side yard setback, so it is generally reflective of the existing development pattern. For clarification, Mr. Sargent remarked that the ordinance states that on a comer lot like a. 0-1 * line having the least width of the two along a public right-of-way. These properties were originally configured north and south because they are the least width of property line along 27th Avenue North, but because of the combination that front yard now comes along Hillsboro Avenue North. Motion Motion by Commissioner Landy, seconded by Commissioner Brinkman, to close the public hearing. All voted in favor. Motion carTied. Motion Motion by Commissioner Landy, seconded by Commissioner Durnonceaux, recommend approval of Planning Case 14-05, and send it to City Council request for a preliminary and final plat, site plan review, 10 -foot rear year setback variance and 3 -foot side yard setback variance for the construction of a 32- unit apartment building known as the Gates of New Hope, 9390- 9398 271h Avenue North, with all of the conditions that have been in packet one and packet two and whatever has been discussed tonight. Voting in favor- Brinkman, Dumonceaux, English, Gehring, Landy, Nirgud6, Svendsen Abstained: Houle Absent: McKenzie and Schmidt Motion approved. at its meeting on April 28. ADJOURNMENT The Planning Commission meeting was unanimously adjourned at 6:06 p.m. Deb Somers Special Planning Commission Meeting 7 April 10, 2014 0 FJ14 1 WK, Iff 111VVW NEW MOPE, T�UV-F-g Ar jX PLANNING COMMISSION MINUTES June 3, 2014 City all, 7:00 p.m. CALL TO ORDER The New Hope Planning Con-unission met in regular session pursuant to due call and notice thereof, Chair Sven called the meeting to order at 7:00 p.m. ROLL CALL Present: Jim Brinkman, Wade English, Greg Gehring, Jeff Houle, Roger Landy, Christopher McKenzie, To Schmidt, Steve Svendsen Absent: Mikel Dumonceaux, Ranjan Nit Also Present: Jeff Sargent, Director of Community Development; Stacy Woods, Assistant City Attorney; Alan Brixius, Planning Consultant; Chris Long, City Engineer; Debra Somers, Recording Secretary CONSENT BUSINESS There was no Consent Business on the agenda. P11'BLIC AEARING Chair Svendsen introduced Item 4.1, Planning Case 14-06, request for Planning Case 14-06 Conditional Use Permit (CUP) to convert a warehouse into a self -storage facili Item 4.1 known as Park Place Storage, 4630 Quebec Avenue North, Paul Jorgens petitioner. I Director Sargent explained that the petitioner's case, Park Place Storage, was requesMing a CUP to convert a warehouse into a self -storage. A CUP is a land use4esigx?ti*x fit 2 zi.xixg *rihimme tk2t is syecifically--yewAiletei as Iijn6 asTt meets certain standards. The zoning references included Section 4-33 administration - CUP and Section 4-20 (e) (15) - warehouse conversion to self storage. The property is located at the east side of Quebec Avenue North, south of 49th Avenue North. Adacent land uses are industrial to the north family to the east, Sunnyside Park to the west. Current zoning is L Industrial and the property is in Plannin.1V District 9N. The comprehensive Ian su ort � M storage condominiums known as Park Place Storage. The building is 61,000 square feet and If be divided into 35 units. The units would be for sale, not for lease, and the size of each unit ranges from 600 to 4,000 square feet. He P.dded the unit prices range from $100-$125 per square foot. - _U — - -Tecurity system I IfI6 di - 1 -M=A would include indoor and outdoor cameras, service door key fobs, garage door remotes and individual securi6 sistems for 1111111111111111-h. unit A- *P I A • *,. ► i` • i • and relocatedemergency vehicle access. The applicant two driveway access ii ints irctir4uebecAvenue North. There will be a one-wa I traffic flow ;_4 stem around access f there will be cross driveway easements needed on • cornerof ". property. Sargent driveway on the north side of the building and two entrances in to the parking lot to the south side. The applicant plans to remove the northern access point i line with the two drive alleys that will be going through this building to •. i . applicant •..., • one • i• driveway « zisles onto the south side of this property. The circulation within the property will be two-way traffic for circulation throughout the parking lot. To gain access to the building, the traffic would entrance in to the overhead doors on the east side. The current unpaved property that on the east side of the building will be paved to help with the circulation. open access point to the property t• the north.A required. « perimeter of the lot and the change of use would not require an upgrade, as the property is legally non -conforming. Parking requirements call for one par'—ding stall for 00 square feet of office and one parking stall for each 0M square •` • *. • it ^► �.•i f i •' • f the r r •` of use for the property dictates a low level of traffic and the city does not fr i, .r • w• «f . caretaker residence will need also place to park. The initial plan is for the caretaker to use an interior storage unit for garage space, but may need to use one of the outside parking spaces in the future, landscaping,new landscaping given the appearance of the property. The applicant plans indicate i -Of i ing, used to add aesthetic 1 � Planning Commission Meeting 2 June 3, 2014 As far as lighting, Director Sargent mentioned the applicant would install new parking lot lighting to meet the city's minimum code requirements. The applicant would reposition the wall mounted lights to be located directly above the overhead doors. All other lighting requirements meet City Code for their allowable foot-candle readings at the property lines and public rights-of-way. Director Sargent commented that disruption to the site during grading, drainage and erosion control would be minimal and included some installation of new bituminous on the northeast portion of the site. The rain garden would be located along the south property and will help collect some of the property's water and mitigate it for proper filtration. Regarding the design guidelines, Director Sargent stated that the applicant would repaint the building, add a color band along the top part of the facade and add an architectural element to the entryway. The building facade would change less than 25% of the total building and the metal siding used is considered an accent material. The building meets the city's design guidelines, Staff feels these changes are a great addition to the building. The property is zoned I which is Industrial. The CUP allows for conversion of warehouse space into a self storage facility in the Industrial zoning district. The following are the conditions of approval for self storage uses in the Industrial District: I - *n -Site Manager Required. A full-time on-site manager must be employed to manage the facility, control access and supervise operations during all open hours in full compliance with the CUP. The applicant indicated that he will live on the premises in the second floor apartment as the on-site manager. 2. Fire Sprinkler System. The building shall be equipped with an auto -fire sprinkler system approved by the fire department adequate to protect all storage within the building. The applicant is working with West Metro Fire and Rescue to ensure that the building has adequate fire suppression facilities. 3. Prohibited Storage. Storage of any hazardous materials, chemicals, gasoline or flammable liquids is prohibited in any storage space, except for normal household quantities. The condominium will adopt by-laws that govern the types of materials to be stored in the units. The by-laws are subject to review and approval by the city. 4. Prohibited Uses. Any and all commercial, industrial or residential usG other than storage is prohibited within the self storage facility. The applicant was made aware of this requirement and will incorporate it into the association by-laws. 5. Storage Access. Storage spaces must be accessible only from the interior Planning Commission Meeting 3 June 3, 2014 of the building. Accessibility from the exterior of the building to any storage space may be approved if the access units are fully screened from residential uses. The exterior access for the proposed use is not adjacent to residential uses or the public right-of-way. Director Sargent listed a few findings for the CUP: 1. The proposed use is consistent with the Comprehensive Plan. 2. The proposed use is compatible with the surrounding and anticipated land uses. 3. There is no anticipated depreciation of value in the area due to the proposed use. 4. The use complies with all other zoning regulations as set for in the zoning code. 5. The proposed use will not generate nuisance characteristics on the surrounding areas. 6. Staff feels that there will be a positive economic return on the proposed use. W M - noticed and published in the Sun Post. Staff has received no phone calls or objections regarding this proposal. In summary, there is there is a CUP being applied for to convert a warehouse building located at 4630 Quebec Avenue North into a self storage facility. Staff recommended the Planning Commission recommend approval based on the conditions of approval as outlined in the staff report. p- ye -4.7 • —•IT 2 1T i` I �W an on-site manager but says nothing regarding a residential caretaker. He believes there are no grounds to allow a residence with this application. Al Brixius, city planner, stated there is a provIsIon in 76,TWIT 7rRIF7TIR this was an application for new construction, it would be a mandatory requirement to have a caretaker apartment on-site. The provision ,Voum aw oule cited included not onlVA a full-time manager but security systems as well. As staff progressed through this element they felt, as part of the security component and relating back to the previous conversion, the of use. As such, it is allowed within the district under mini or self storage. The difference is that one is a conversion and the other is new construction of a facility. The opportunity to have this apartment on-site is fitting within the district and for similar uses. Commissioner Aoule asked it staff coulct Micry 11 zoning code and ignore other requirements for the residential manager. Planning Commission Meeting 4 June 3, 2014 -Mr. BrIxius pointed out that from a land use perspective, Commissioner Houla. could look at this and say because it is not specifically identified it should not be allowed at all. From staff perspective it is already allowed in the district. If it were new construction it would be mandatory within the district, The opportunity to have this only contributes to its function and operation and ensures a better level of security. From that standpoint, staff believed it fit within the context of the ordinance. Staff did not ignore the other requirements. Those security systems are also in place but staff did not feel it was a negative aspect to have a chance to even enhance it further. Director Sargent pointed out that if this is a point the Commission wants to see addressed further, staff can take those specific requirements, as outlined in that Section, and make them conditions of approval for this application. Commissioner Houle asked if there were other provisions under Section 7 and whether staff had met all of those requirements. Mr. Brixius assured that staff met all of the requirements such as building location, building length, storage, snow storage, fire hydrant, sprinkler system, fire alarm, driveway location, parking, building appearance, prohibited uses, and prohibited storage. Commissioner Houle asked why staff would not do a text amendment adding the caretaker residential provision to 4-20 (e) (15a) as part of the application. Mr. Brixius believes staff can certainly process a text amendment, however he feels that staff is going beyond the ordinance in addressing this issue. The city has not mandated a caretaker apartment for a conversion of an existing buildin& but the availability of a caretaker apartment and 24-hour supervision of this facility goes beyond the city's standard security requirements. Director Sargent indicated the easiest solution to this would be to cite both sections 4-20 (e) (7) and 4-20 (e) (15) as a condition of approval. Commissioner Brinkman asked why, in recommendation number two, it states rental agreement when this is a purchased unit. Director Sargent explained the condition of approval was taken verbatim from the ordinance. The crux of that condition Is the storage of hazardous materials that the city does not want. Mr. Brixius pointed out he should have changed the language to reflect a condominium ownership rather than for rental units and the condition of approval will reflect the ownership aspect in the resolution. Ms. Woods clarified a condominium unit can be rented out if the declaration allows it. So that is something that will have to be addressed whether the owner Planning Commission Meeting 5 June 3, 2014 Me concio Association aeciaratiOn dim I City Attorney, Planning Commission and City Council. Commissioner Houle, referring to recommendation number two, asked West Metro Fire Department inspected the units yearly for this use. Under an ownership situation would this be different than a rental unit? Mr. Brixius indicated that this would be different as each unit would be individually owned so the overall building loses some if the control of what happens in an individual space. Staff indicated that inspections will have specific rules for operation as far as stacking the materials, the type of materials, and everything else is done. Commissioner Brinkman asked how the taxes on these units were determined and who pays the taxes. Mr. Brixius explained that all the taxes will be divided in a fashion that a WistrPLF,-Yt,4, Wffie i. "• f ii 1 iWIET they share the common space. Hennepin County will enforce the collection the taxes. i 99. nits are accessible from the interior of the building with the exception if the exterior doors are fully screened from residential and the public way. The units on the south side of the building, in particular the one in the middle, how would the overhead doors be screened from Quebec Avenue North? Mr. Brixius advised the middle unit is an existing condition at this time. The will be a new garage door for the individual garage for the tenant so that u will not count. Mr. Brixius feels that the orientation of the existing doors to public right-of-way makes them compliant with the Code in regards screening. ',#zp nvZ4 ensen to come forward to answer rR? fr.0 questions or make comments. I Mr. Jorgensen replied the snow storage would be the south area near the truck dock area, but he does not plan to truck snow to an off-site location. I Q' %= Id the �citxr get a large amount of u snow that the customers could not park on the city street. Mr. Jorgensen stated that at his other sites he has had 5-6 cars maximum at a Planning Commission Meeting 6 June 3, 2014 Commissioner Svendsen questioned garbage at the site. He asked if the individual condominium owners are responsible for their own garbage. Mr. Jorgensen stated that there are no public garbage receptacles and that each owner is responsible for their own garbage. The on-site resident generates very little garbage and would cart it out also. Mr. Jorgensen expressed that the usual items are in the units are from individuals garages that are full. Items included boats, cars, Christmas trees, decorations, ictures, household items, things children bring back from coll r Fig •i rist 79�*,rZTVWfflM materials wouict cause a concern. flammables or toxic materials can be stored. Commissioner Landy questioned what could deter someone storing hazardous chemicals. Landy asked these units. . 4 1. . I I "1 11 �Tl I . - 76—t-fre-ir r1rinvy 0017H anF their name down. The sale goes through a title company so in a rental your fear would be who this person is. He explained that 95% of the units are sold. it *WYF t1're has never had 2 unit would not allow Commissioner Houle asked if an owner subleases, is that rental agreement sub�ectlo-re-,Avehy-& , 2 ki owner and the lease. family member. Commissioner Landy asked whether the applicant was agreeable to the list of conditions imposed in the Conditional Use Permit. 11r- I -- "I'll, , " . 41 . , Planning Commission Meeting 7 June 3, 2014 on the norm side of Park Place Storage would be kept operi. I e a th ss kf e a ocia ti on or We Metro Fire Department is there to inspect units annually. Mis. Woods stated that the protection is more in terms of having those ff'Ivvibiilng-ft-' eyifottrpment is somewhat morphed by the association. in and the other takes you out. Mr. Jorgensen explained that owners would go in on the east side and go out Commission Irinkman questionea no", m south side of the will remain. Commissioner Houle asked about the middle bay, noting the ordinance reasomdkiat could not be recon rather than the exterior on that south end. Mr. Jorgensen responded it gets into usable square footage and value. That particular bay would not be as usable because by changing the layout Ii7mroy*&e unit would become so larger and there are already larger units on the north side and the mix does not work well. k—oritiflissi I - L III A way the doors on the south side per the language in the ordinance. Chair Svendsen invited the public to come forward and address the Commission. Commission: 4,x q— Susan Wittig, 4625 Oregon Avenue North; Marty Schmitz, 4609 Oregon Avenue North; Jim "Randy" Sweazey, 4656 Oregon Avenue North; John Wittig, 4625 Oregon Avenue North; Dean Landree, 4632 Oregon Avenue North; Planning Commission Meeting 8 June 3, 2014 Concerns included the following: 1. Parking lot lights on the east side of the building shine into the neighbor's living room and bedroom room windows. There is no screening in the winter once the leaves are one. 2. Tru /vehicle noise at all hours of the night. I Need to screen two new doors on the east side of the building from neighbor's decks and living rooms. 4. Too much traffic. 5. Sewer line without grates on the east side of the building with cause backups in sewer line, 6. Loud noise from roof vents, air conditioner and compressor left on the roof from the prior owner. 7. Storage its to be open 24 -hours. The city has strict noise rules from 10:00 pin to 7:00 am. 8. Loading docks are like an echo chamber. 9. Clarify the meaning of residential in the language of the owner agreements. Chair Svendsen •; ••%-, t* tuestions were addressed to Mr. Jorgensen. her bedroom. Chair Svendsen made a statement regarding the city ordinance concerning the foot-candles, which is the measure of how much illumination there is, is set by code that it cannot be above .4 foot-candles at the property line abutting a residential. Mr. Brixius explained that currently the light fixtures on the building have ex iff fixtures. Chair Svendsen asked Mr. Jorgensen if this made sense tohim. Mr. Jorgensen indicated that he used the downcast lightin at other asked Mr. Jorgensen if he would be opposed to having a normal policy of dusk to 10:00 p.m. and from there they would be on a motion sensor for the lights on the east side of the building facing the resident area. Mr. Jorgensen &Q_AW,Xhef want them, it to staff to give him further direction. Chair Svendsen stated that Ms. Whittig's other question concerned truck Chair Svendsen stated to that this business was substantially different than Park Place Storage. Mr. Jorgensen replied that his business is storage for cars, boats, etc. He is not Twin City Poultry and the freezers come off the roof. He Planning Commission Meeting 9 June 3, 2014 wtK47&-Tv-� �-i buildin roof. it will be nominal, just enough to keep the humidity out of the units. Mr. Jorgensen thinks his business would be an excellent fit. He feels anything put in there would be a lot more intensive than what his business would do. rm drain line and stated that the City Engineer would review it. *UkP-P--?q side doors. Ms. Whittig's concerns regarded the newly added doors to the east side of the building and the potential for noise and light pollution. line would make additional screening along the east property line difficult. The Code also does not require screening of the building. along t, i%Tell)-C 1r' `1 dn't., trees on the east side for somescreening if there is ro1m. building it would be in the middle of the rail spur. Chair Svendsen continued to address questions from the public specifically z1vt t% -aimed at his house u�� when customers access the property. Chair Svendsen indicated that. staff would look into the possibility of requiring screening in the area. Commissioner Houle questioned whether the ordinance requires screening a parking lot. -cm lot from an abutting residential use. In this case, the railroad right-of-way separates the uses, and therefore the parking lot would not be required to be screened. Chair Svendsen asked a question of Mr. Schmitz as to why Mr. Jorgensen stated they, have six locations and he spends much of his time in his vehicle 24/7 if he is not at home for work. He would is home. He can finish his office work and be at home at the same time. When he read the city ordinance he realized it was possible and it worked for this building. Mr. Jorgensen does have a staffed office below that is 1600 sq. ft. and there is someone there at this time. He could not say there would be someone there 24/7, There are regular office hours from 8-5 p.rn., five days per week. On weekends Mr. Jorgensen does go north to the lake, that is why he met both Planning Commission Meeting 10 June 3, 2014 IN A, ON and Sundays he may not. to mana e the facill, 7, coTctr!JLI open 24 hours. Commissioner Houle remarked that the ordinance does not just say the office I it sais the facili. - I i rem f W MOM ro a I I I I 0,10IONRIM I ra . =_2 ITITWL "I the nejV'iLbnrk**4_ -Aw Jjjfepwv,_ n0j,?y4n6-tfixes and buildin who is wini taxes is one *. RIA"M 6 generator, lower volume of intensity those types of arrangements are more -�e4trdr,— past, whether it was the popcom facility or the poultry facility. Staff does not anticipate that there is going to be any processing odors, noise, vibrations in that respect. Mr. Jorgensen and advised that he could use the rain garden in the winter for snow storage. However, because of the close proximity of the parking lot to the property line, on-site snow storage could pose a problem. vermin running around the property. Chair Svendsen believes the change in use is going to extremely make the vermin unlikely, but not go away 100%. Mr. Jorgensen added that they have Adams Pest Control on all of their sites. He also mentioned they do not have food storage. The unit owners do not want wires on their vehicles destroyed by vermin. He does not think this will be a problem. Chair Svendsen don't squeak terribly in the middle of the night. Mr. Jorgensen responded by stating Just like the 1#1111d, 2Sr,*_-i29+rI- with board members that tell him what to do as far as maintenance, putting together a reserve fund, insurance, having the annual meeting. The Board gives Mr. Jorgensen direction on what needs to be done. Chair Svendsen continued by pointing out that Mr. Whittig questioned the cold storage removed inside and outside. Direc ji5_=IJALTUR, Planning Commissioeeti 11 June 3, 2014 in compliance with the city's minimum building requirements. There are located in a spot on the building that will not be visible from Quebec Avenue north or the east side of the building. The units will be painted to match or screenedfrom abutting residential view as part of the city's conditions of * . I-rif " ta •. the minimum heating and cooling that is necessary to keep that building during, winter. It will not be sized up as a production facility may need nor will they be freezers as Twin City Poultry would have needed. These will be normal functioning heating, ventilating and air condition units that a regular, industrial building would utilize. Chair Svendsen believes he answered Mr. Landree's questioned concerning qi ,-are not o� G6 to be there and the way the new HVAC equipment will be run. Chair to be run out of the storage facility. It is a storage facility and a business can buy a unit and utilize that within the confines of the by-laws. E-,;,; of tte units to RWTNWi.P RMIIN "Mrol ine city tnmxjvt� CLM7&nqp;n�?�)� UOLK111A check. All internal improvements will be reviewed through a building inspection and building permits. All fire codes will have to be complied with and demonstrated before any units are available for sale. So there will be an *verall inspection. Mr. Brixius stated there will be association documents that will be reviewed ,?(If m4j 4 i4 i ll be reviewed by the city attorney and approved by the city council. He made notes of some of the things to make sure are included into the association documents, not just the prohibitions but maybe a maintenance plan and response there is a contact person and response in the event there are complaints and concerns. Each additional improvement that is added will be reviewed and approval by the P r nixdo e with all the citv's ordinances. f!L4k:1 rantin , a unit out so no of fr. knows who is in that unit. I betiedto Wtheb�-,-laws staff also would like to have an approvedrental arrangement so that there is some type of uniform agreement for any kind of rental arrangement. the audience that would like to bring something new regarding this project. Planning Commission Meeting 12 June 3, 2014 Mr. Sweazey pointed out there was much talk about the applicant's investment, he asked about the investments the residents have made. He asked why the applicant could run a 24/7 operation and why they would not be regulated, Commissioner Landy commented to the audience that to protect your propert.W,Lou can alwa s call citr, -1 V -.- contact with the city council or the Mayor. Motion Motion by Commissioner McKenzie, seconded by Commissioner Landy, close the public hearing. All voted in favor. Motion carried. reminded the audience that this case will be heard by the City Council on Monday, June 23 at 7 p.m. The audience is invited to speak again because what is decided here goes to the City Council and they make the final decision. ITur. Brixius addressed the Commissioners and stated that based on tonights discussion and the comments of the public, changes to the staffs recommendations should be made. 1. In reviewing the application of the CUP would be per Sections 4-20 (e) (7 & 15). He would like to make sure this is referenced to both sections. Brixius asked that the Commission would amend or allow staff to amend recommendation number 2, not only to address the rental agreement, but alsohave the same language be within the owner's Association by-laws and reviewed and approved by the city attorney. 3. Under recommendation number 12 the condominium by-laws, as subject to the city attorney, Mr. Brixius would like to include something that would have a site maintenance plan and a contact person for the city in the event of nuisance or concerns that staff would have a direct point of contact that being the site manager, Also make sure that the Association documents include a maintenance budget for the site and the building in the event there is a non- compliance in that respect, 4, Mr. Brixius added a new number 15, the lighting on the east side of the building be on motion detectors so they are not on 5. Created a new number 16, based on the comments tonight, to ask that staff investigate a potential for screening of the door locations on the east side to see if anything can be done as far as landscaping or fencing. 6. Created a new number 17, that the plan be modified to include snow storage as shown on the plan. r. Revise paragraph 12 it needs to have an insertion stating "the condominium by-laws and declarations are subject to approval by the city attorney" . Planning Commission Meeting 13 June 3, 2014 CommissionerHoule suggested the screening on the east side, not only the arkin; lot as well for vehicles heading east. Chair Wn 1 rrim ro, N [0,541 -W I a 0 a I F,� Motion by Commissioner Schmidt to table this topic to the next Planning Commission meeting pending a better investigation of the possibility of ijr�QxAhe_two Varage -1hw1mWkh, V so as to lessen the potential of headlights into residents homes. Chair Svendsen asked tor a second to tne mo ForAl— motion and the motion was denied. I Motion Motion by Commissioner Houle, seconded by Commissioner Landy, to makZ Item 4.1 approval of Planning Case 14-06, with the eighteen conditions as stated in the Commission's packets and as amended by Mr. Brixius and the City Attorney. Voting in favor: Brinkman, English, Gehring, Houle, Landy, McKenzie, Svendsen Voting against; Schmidt -AZA ly.-N-1 Motion approved. on1T1onaay,iune/_0,/_11*dL list of questions and bring them forth to the City Council. He thanked zveryone for their time and input. P I yp f1te dissenting vote give reason for the dissent for p lic record. Commissioner Schmidt stated fie mainly ten yet about the project, he just thinks the screening issue needs to be addressed more thoroughly. COMMITTEE REPORTS Director Sargent responded that staff had two pre -application meetings for Design and Review this month and both decided to postpone their application until next month. Item 5.1 Staff met with Centra Homes for the redevelopment of the property for the Winnetka Learning Center. Their representatives wanted some preliminary background on what will be expected of the and their proposal which staff provided. Director Sargent stated staff met with representatives from HyNee. Hy -Vee will hold off on applying until the land is fully theirs and staff does not know if that will happen yet. Planning Commission Meeting 14 June 3, 2014 Codes and Standards Chair Svendsen announced that Codes and Standards has a meeting Item 5.2 scheduled for June 11 at 5:30 p.m. Director Sargent will be putting the agenda together this week and sending it out via email this week. NEW BUSINESS Chair Svendsen would like to welcome Director Sargent in his new role. He asked how the search was going for his old position. Director Sargent stated that the city has hired a replacement for Community Development Specialist position, who will be starting the early part of July. OLD BUSINESS Motion by Commissioner Landy, seconded by Commissioner Schmidt, to Approval of Minutes approve the April 1, 2014 Planning Commission minutes. Item 7.1 All voted in favor. Motion approved. Commissioner Houle abstained from approving the April 1, 2014 meetin6 minutes because he was not at the meeting. ANNOUNCEMENTS No announcements. ADJOURNMENT The Planning Commission meeting was unanimously adjourned at 9:15 p.m. Deb Somers Planning Commission Meeting 15 June 3, 2014