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CC Staff Report 05-11-2015
_ 1 MEMORANDUM CITY OF TO• Todd Gerhardt, City Manager CHANHASSEN FROM• Bob Generous, Senior Planner 7700 PO Market etBoulevard DATE• May 11, 2015Box Q� 47 Chanhassen,MN 55317 SUBJ Children's Learning Adventure Administration Planning Case#2015-09 Phone 952 2271100 Fax 952 2271110 Building Inspections PROPOSED MOTION Phone 952 2271180 Fax 952 2271190 "The Chanhassen City Council approves the Planned Unit Development Engineering rezoning ordinance and site plan review for a 33,032 square-foot building Phone 952 2271160 subject to conditions in the staff report; and adoption of the Findings of Fact" Fax 952 2271170 City Council approval requires a majority vote of City Council Finance Phone 952 2271140 Fax 952 2271110 EXECUTIVE SUMMARY Park&Recreation The applicant, CLA Chanhassen, LLC, is requesting rezoning of the property to Phone 952 2271120 Planned Unit Development(PUD)to permit a children's learning center and site plan Fax 952 2271110 approval for a 33,000 square-foot, 50-foot tall, one-story building with outdoor play Recreation Center areas and equipment at the northwest corner of Highway 5 and Galpin Boulevard 2310 Coulter Boulevard The portion of the site located north of West 78th Street would be preserved as Phone 952 2271400 permanent open space either through the zoning of the parcel or via donation to the Fax 952 2271404 city Planning& Natural Resources PLANNING COMMISSION SUMMARY Phone 952 2271130 Fax 952 2271110 The Planning Commission held a public heanng on April 21,2015 to review the proposed development. The Planning Commission voted 7 for and none against a Public Works motion to recommend that City Council approve the project 7901 Park Place Phone 952 2271300 The Planning Commission modified staff's recommendation to permit the developer to Fax 952 2271310 maintain their proposed building height of up to 50 feet,which would permit the rotunda Senior Center as proposed, whereas staff had recommended a maximum height of 37 feet The Phone 952 2271125 Planning Commission as well as the residents in attendance at the meeting wanted the Fax 952 2271110 project to be able to maintain its branding The Planning Commission recommendation is the PUD ordinance and site plan conditions being forwarded for City Council Website adoption. wwwci chanhassen mn us Chanhassen is a Community for Life-Providing for Today and Planning for Tomorrow Todd Gerhardt Children's Learning Adventure—Planning Case 2015-09 May 11, 2015 Page 2 The applicant had stated that they have built structures that were only 45 feet tall The Planning Commission requested that they submit this elevation for City Council to review A copy of the elevation is attached to the report While there is a slight reduction in the building height,the change is not significant aesthetically The applicant has also provided spreadsheets calculating the average building elevations for both the 50-foot rotunda(front elevation average 36 88 feet) and the 45-foot rotunda(front elevation average 34 84 feet)to try to show that proportionally,the buildings are not tall from a massing standpoint. Staff is concerned that this 50-foot tall structure will be the largest façade along the Highway 5 comdor We do not have information about the brightness of the lights shining out of the structure nor the hours for which this edifice will be illuminated. Additionally, this massing functions as a form of advertising,rather than an integral part of the building Allowing this as part of the development may open the city to other projects that use tall architecture as a means for advertising their use Staff did review the building heights of buildmgs along the Highway 5 comdor Paisley Park has a height of 54 feet General Mills has a height of 44 feet The CVS building to the east has a height of 23 feet 4 inches Holiday Inn Express has a height of 36 feet 8 inches Lifetime Fitness has heights of 44 feet for the office and 37 feet for the Club The Chanhassen Apartments,which was previously approved for the site,had a building height of 37 5 feet to the midpoint of the roof gable. Planning Commission minutes for April 21, 2015 for this item are included m the consent agenda for the May 11, 2015 City Council packet RECOMMENDATION Staff recommends the Chanhassen City Council approve the Planned Unit Development rezoning ordinance and site plan review for a 33,032 square-foot building subject to conditions in the staff report, and adoption of the Findings of Fact. ATTACHMENTS 1. Planning Commission Staff Report Dated April 21, 2015 2 Building elevations for 50-foot rotunda 3 Building elevations for 45-foot rotunda. 4 Option 2—45-foot rotunda. g\plan\2015 planning cases\2015-09 cluldren's leammg adventure\executive summary doc Y o PC DATE: April 21, 2015 • • CC DATE: May 11, 2015 CITY OF CHANHASSEN REVIEW DEADLINE: May 19, 2015 S CASE #: 2015-09 A A S BY: AF, RG, PROPOSED MOTION: "The Chanhassen Planning Commission recommends the City Council approve the Planned Unit Development rezoning and site plan review subject to conditions in the staff report, and adoption of the attached Findings of Fact and Recommendation. SUMMARY OF REQUEST: The developer is requesting rezoning of approximately 14 acres from Agricultural Estate (A-2) to Planned Unit Development (PUD), and Site Plan Review for a 33,000 square-foot Childcare Center—Children's Learning i Adventure - Childcare Center. LOCATION: 7750 Galpin Boulevard (northwest corner of Highway 5 and Galpin Boulevard) PIDs 25-0101800 &25-0101810 �s ... APPLICANT: CLA Chanhassen, LLC Americana Community Bank 3131 East Camelback Road, Suite 420 10700 Prairie Lakes Drive Phoenix, AZ 85016 Eden Prairie, MN 55344 (602) 707-6991 (952) 230-9712 dnewton@childrenslearmngadventure coin PRESENT ZONING: Agricultural Estate District, A-2 2020 LAND USE PLAN: Office and Residential High Density (south parcel) and Residential Low Density and Residential High Density(north parcel) ACREAGE: 14.29 acres DENSITY: F A R 0 05 LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has a relatively high level of discretion in approving rezonings, PUDs, and amendments to PUDs because the City is acting in its legislative or policy making capacity. A rezoning or PUD, and amendment thereto, must be consistent with the City's Comprehensive Plan The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. This is a quasi-judicial decision Notice of this public hearing has been mailed to all property owners within 500 feet. Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 2 of 23 PROPOSAL/SUMMARY The applicant is proposing to develop a 13 88-acre site as a Childcare Center The applicant is requesting rezoning of the property to Planned Unit Development (PUD)to permit a children's learning center and site plan approval for a 33,000 square-foot, one- story building with outdoor play areas and equipment k= This site is located southwest of the intersection of West 4 . 78th Street and Galpin Boulevard. The property is divided from east to west by west 78th Street The northern r , portion is within the Bluff Creek Overlay District and is c;a referred to as Parcel A. This parcel has been identified as Mt `17.' t<� a key parcel to obtain for the protection of Bluff Creek r' - A and the completion of the Bluff Creek corridor greenway " Parcel B is south of West 78th Street Since the proposed improvements are to be located on Parcel B, this report will be in reference to Parcel B unless otherwise noted. The proposed development is consistent with the comprehensive plan and meets the standards of the city code Staff is recommending approval of the project subject to conditions of the staff report APPLICABLE REGULATIONS Chapter 20, Article II, Division 6 Site Plan Review Chapter 20, Article VIII Planned Unit Development District Chapter 20, Article XXI, "OI" Office and Institutional District Chapter 20, Article XXIII, Supplemental Regulations Division 7 Design Standards for Commercial, Industrial and Office-Institutional Developments BACKGROUND On April 22,2013,the Chanhassen City Council adopted the following three motions. A. Land Use Map Amendment from Residential-Low Density and Office,to Residential-Low and High Density and Office and Residential-High Density Planned Unit Development(PUD) B. Rezoning of approximately 14 acres from Agricultural Estate(A-2)to Planned Unit Development-Residential (PUD-R) C. Approval of a Site Plan for a 155-unit Apartment Building with a Variance for parking. While the land use amendment was implemented,the rezoning and site plan were never completed and the project became void f Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 3 of 23 The 2008 Comprehensive Plan update changed the land use guiding the southern eight acres of property to Office In May of 2006, the Chanhassen City Council approved the concept planned unit development for a 10-unit twin home development on the north side of West 78th Street, and a two-story office building development including a bank with drive-thru facilities with approximately 66,000 square feet of floor area on the south side of West 78th Street This project never moved forward On October 13, 2003, the Chanhassen City Council approved the Concept Planned Unit Development(PUD)review for development of a recreational center or office on the eight(8) acres south of West 78th Street The land north of West 78th Street, which was proposed for townhouse development, was not approved as part of the concept planned unit development This project was never completed In 2000 and 2001, West 78th Street was constructed through the property, bisecting it into six and eight-acre parcels Additionally, the city extended sanitary sewer for the BC-7 and BC-8 sanitary sewer subdistricts across the northern portion of the property ANALYSIS PLANNED UNIT DEVELOPMENT Justification for Rezoning to PUD The applicant is requesting to rezone approximately 14 acres from A2 to PUD, Planned Unit Development The project consists of a 33,000 square-foot, one-story education facility and day care center. There is potential additional building site on the north side of the parcel B located south of West 78th Street The review criteria are taken from the intent section of the PUD Ordinance. The PUD is a standalone zoning district for the items specified in the ordinance All other zoning requirements are those established in city code. Section 20-501. Intent Planned unit developments offer enhanced flexibility to develop a site through the relaxation of most normal zoning district standards. The use of the PUD in this instance is to preserve the entirety of the northerly parcel, which is adjacent to Bluff Creek, and provide the property owner with the ability to utilize the green area as part of the development south of West 78th Street In exchange for this enhanced flexibility, the City has the expectation that the development plan will result in a significantly higher quality and more sensitive proposal than would have been the case with the other more standard zoning districts. The proposed development provides a compatible development with the surrounding development Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 4 of 23 The proposed amendment and rezoning assist in the furtherance of the following land use goals of the City of Chanhassen Comprehensive Plan • Development will be encouraged within the MUSA line • The city will seek opportunities to provide transitions between different uses of different types • Development should be phased in accordance with the ability of the city to provide services. Natural Resource Goals. • Protect and rehabilitate wetlands to maintain or improve their function and value • Preserve and protect a variety of natural environments • To establish and maintain a comprehensive water resources program that not only protects and improves the quality of existing water resources within the City of Chanhassen,but also recognizes the continuation of development throughout the City, and the importance of using this program as a guide in the evaluation of potential impacts on these valuable resources. Staff is proposing the following development standards govern the development of the property, which shall be incorporated in the Planned Unit Development ordinance Development Standards: a. Intent The purpose of this zone is to create a PUD office institutional district The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. All utilities are required to be placed underground Each lot proposed for development shall proceed through site plan review based on the development standards outlined below More than one principal building on the lot is prohibited Construction of additional principal structures and will a subdivision of the property The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Ancillary uses may be permitted as listed below once a primary use has occupied the site Shared parking may be used within the development Except as modified below, the development shall comply with the requirements of the Office and Institutional District, OI Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 5 of 23 b. Uses Permitted Uses in this zone shall be limited to the following uses 1 Community Center 2. Day Care-establishments providing for the care and supervision of infants and children on a daily basis 3. Health Services- establishments primarily engaged in furnishing medical, surgical and other health services to persons in a clinical or outpatient basis 4 Library 5. Museum 6 Office-Professional and business office 7 Private or Public parks and open space (The property located north of West 78th Street(Parcel A) shall be limited to open space uses,which may include utility services) 8 Private or Public recreational facilities 9. Schools 10 Utility services Ancillary Uses (in conjunction with and integral to a primary use). 1. Antennas, as regulation by Article XXX of this chapter 2 Fences 3 Parking Lots 4. Play Equipment, Gazebos, etc 5 Sheds 6. Signs c. Setbacks The following building and parking setbacks shall apply Setback building/parking (feet) Galpin Blvd 50, 20 Highway 5 70, 20 West 78th Street 50, 20 Interior Lot Lines 0, 0 West Perimeter Lot Line 30, 20 The hard surface coverage is 65% for office and institutional uses Any one site/lot can exceed the 65 percent hard coverage requirement, but in no case may the entire development exceed 65 percent Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 6 of 23 d. Building Height, Materials and Design 1. Building height shall be limited to two (2) stories or a maximum height of 37 feet 2 The PUD requires that the development demonstrate a higher quality of architectural standards and site design. e. Alternative Access 1 Pedestrian access shall be provided from each site to the public sidewalk and trail system. 2 Each site shall provide areas for bicycle parking and storage GENERAL SITE PLAN/ARCHITECTURE • 0 ti: 0 ti 0 o 0 O o _ — o 0 Q ` of © r • South Elevation �--- • • e • • r y o m 11111 ° • o • East elevation West Elevation • 14 o �-10 North Elevation The applicant is proposing a one-story, 33,032 square-foot building with outdoor play areas and equipment Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 7 of 23 ARCHITECTURAL COMPLIANCE Size Portion Placement The primary entrance is located along Highway 5 and is included within a 50-foot tall, glassed, circular rotunda The building is articulated both vertically and horizontally through the use of doors and windows,placement of bricked columns, changes in building material and the stepping of the building parapet up and down from a low of 23 feet to a high of 40 feet. Material and Detail Building materials include metal and glass curtain walls, stucco surfaces,brick and stone veneers and Exterior Insulating Finishing Systems (EIFS). Color Primary southern building material is glass curtain walls and anodized dark bronze window framing. The columns consist of brick veneer in browns, tans and reds (Saratoga Springs) The stone veneer is grey and tans (Western Grey) The upper stucco is greyish tan (Pigeon Grey). The lower is tan colored (Sahara). The bottom stucco and larger areas are a brownish tan ("Bison Beige) The cornices are a white (Whisper Grey) Height and Roof Design The building height is staggered throughout the building stepping from a low 25 feet 8 inches to 28 feet 6 inches to 36 feet 9 inches to the rotunda height of 50 feet. Height is limited to two stories This parapet stepping serves as a pitched roof element The decorative cornices and rotunda add additional architectural interest, but exceeds the two-story building height It is typical that a daycare would be one story and be a good transition and design between residential and commercial uses. While the decorative cornices and rotunda provide architectural relief, the 40-foot 8-inch cornice and 50-foot rotunda heights create excessive massing in relation to the surrounding uses The intent of the PUD zoning is promote high quality of design and design compatible with surrounding land uses, including both existing and planned. Site planning, landscaping and building architecture should reflect higher quality design than is found elsewhere in the community. The PUD shall provide sensitive development in transitional areas located between different land uses and along significant comdors within the city Staff is recommending that the height of the architectural features including cornices and rotunda not exceed 36 feet 9 inches Mechanical equipment is screened via the parapets Facade Transparency Fifty percent of the first floor elevation that is viewed by the public shall include transparent windows and or doors All other areas shall include landscaping material and architectural detailing and articulation While the southern elevation exceeds the transparency requirement, the eastern elevation must provide additional windows. Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 8 of 23 Should the applicant wish to not provide transparent windows, then architecture detailing must be provided by the use of upper level windows, the use of spandrel glass or architectural detailing which provides arches,patterning, recesses and shadowing that provide aesthetic interest Site Furnishing Community features may include landscaping, lighting,benches, tables and play equipment. The applicant shall provide bicycle parking and storage facilities on site Loading Areas, Refuse Area, etc. The trash enclosures are located in the northeast corner of the building. The enclosure is eight feet tall and is finished in a brick veneer similar to the building columns Landscaping along the eastern property line should also help to screen the enclosures. Landscaping Minimum requirements for landscaping at the proposed development include 5,131 square feet of landscaped area around the parking lot, 10 landscape islands or peninsulas, and 20 trees for the parking lot The applicant's proposed as compared to the requirements for landscape area and parking lot trees is shown in the following table Required Proposed Vehicular use landscape area 5,131 sq. ft. >5,131 sq ft Trees/parking lot 20 trees 20 trees Islands or peninsulas/parking lot 10 islands/peninsulas 10 islands/peninsulas Applicant meets minimum requirements for trees and landscaping in the parking lot area Bufferyards are required along all property lines Boulevard trees are required along the collector road, West 78th Street Bufferyard requirements are as follows. Required plantings Proposed plantings Bufferyard B—north prop line, W 78th St 8 overstory trees Existing boulevard trees 830' 16 Understory trees 16 Understory trees 16 Shrubs 16 Shrubs Bufferyard B —south prop line, Hwy 5, 5 Overstory trees 3 Overstory trees+ 580' 10 Understory trees existing trees 10 Shrubs 10 Understory trees 19 Shrubs Bufferyard B—east prop line, Galpin Blvd , 11 overstory trees 10 Overstory trees 580' 15 Understory trees 16 Understory trees 26 Shrubs 26 Shrubs Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 9 of 23 Required plantings Proposed plantings Bufferyard A—west prop line, 200' 0 overstory trees 0 Overstory trees 3 Understory trees 3 Understory trees 3 Shrubs 14 Shrubs Boulevard trees, W 78th St 28 overstory trees 13 overstory trees + 30 existing overstory All bufferyard requirements have been met. A few minor changes are necessary to the landscape plan First, the landscape plant schedule calls for two species of trees that are not acceptable for planting in Chanhassen, Chinese elm and golden ash. The applicant shall change Chinese elm to Princeton elm and Golden ash to an overstory, deciduous species selected from the city's Approved Tree List. Second,the applicant has proposed boulevard trees along the north side of West 78th Street These trees are required but only one species of tree is called for with all 13 trees Staff recommends that no more than five trees of one species be planted in a row The applicant shall revise the plans to incorporate diversity within the boulevard plantings Third, there are overhead power lines on the south property line along Highway 5. No overstory trees are recommended with the power line easement The applicant shall change the proposed oaks along Highway 5 to an understory species. All tree species selections must be made from the city's Approved Tree List Lot Frontage and Parking location The applicant is orienting the building toward Highway 5 which is required by city code. One row of parking shall be allowed in the front setback, which is 70 feet from Highway 5 Parking is distributed around the buildings and no more than 50 percent of the parking is between the front façade of the principal building and the primary street Miscellaneous The building is required to have an automatic fire-extinguishing system. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota(if applicable). Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction Fenced"playground" areas must be provided with approved code- compliant exiting systems. Detailed occupancy and accessibility-related requirements will be addressed when complete building plans are submitted The owner and/or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. The building will be subject to the State Building Code in effect on the date of permit application (the State is currently transitioning from the 2007 MN Building Code to the 2015 MN Building Code, effective date not yet announced). A three-foot clear space must be maintained around fire hydrants No burning permits will be issued for tree/brush removal "No Parking Fire Lane" signs and yellow-painted curbing will be required Contact Fire Marshal for specifics Twelve-inch address numbers of contrasting color shall be Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 10 of 23 installed on building side facing Galpin and also on monument sign at driveway entrance. Fire Marshal must review and approve prior to install V / ,' 4 ';i `,ie i le:imiiimn�ee enin %.„ ', -: ,�. ' i- I eo YS w I Eli oar /- _ nneaeiin pini a e�eive 1\ �_ __ STREETS, ACCESS AND INTERNAL SITE CIRCULATION The property is adjacent to State Highway 5, Galpin Boulevard (a County Road) and West 78th Street(a city major collector road). The developer proposes to utilize a full access from West 78th Street, approximately 550 feet west of the Galpin Boulevard intersection This access meets the City's access spacing guideline A right-in, right-out is proposed on Galpin Boulevard, approximately 220 feet south of the West 78th Street intersection. The developer proposes to install a right turn lane into the site at this access. This access and turn lane are subject to Carver County's review, approval and permitting The developer submitted a traffic impact analysis for the proposed development The peak trip generation numbers in the report are appropriate given the expected enrollment in and staffing of the facility. The study determined that the existing road infrastructure is sufficient for the additional traffic from the site, specifically 1 The level of service of West 78th Street and Galpin Boulevard will remain acceptable, 2 The existing and forecasted northbound U-turn movement at Galpin Boulevard and West 78th Street will operate with minimal conflicts due to the roadway geometrics, and 3 Queuing impacts are not expected in the left turn lane on southbound Galpin Boulevard to eastbound Highway 5 The site improvements will require relocation of the City's existing 10-foot wide bituminous trail on the west side of Galpin Boulevard An escrow for the trail work shall be collected with the site plan to ensure that the area is restored and functioning properly after one freeze-thaw cycle. Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 11 of 23 The developer proposes to install a 26-foot wide access around the building The northern portion of the site is not proposed for development at this time The developer proposes to install a 25-foot long driveway stub to this area just north of the Galpin Boulevard access A barricade must be installed at the end of this stub Full access to the site is gained via West 78th Street. A right-in and right-out access is provided along Galpin Boulevard Access to Galpin Boulevard is under the jurisdiction of Carver County Access to West 78th Street is under city jurisdiction GRADING/DRAINAGE SiMe1111.1.1e• 7' ....... a � / I �- \ 7.. . »r ,'--t � , T- � :i "ti il! '-i + � /I 11 i �.. $'X '#iLCNzE�."BLEAiADYBiRPECI `"��l' � � Ti, +`�- 5 54'51'14'C 265.32 + Site Grading: Drainage The site drains from southeast to northwest where surface drainage collects in a Manage 3 wetland prior to discharging under West 78th Street through a 21-inch culvert. This culvert discharges into a wetland and then into Bluff Creek Bluff Creek is included on the 303D list as impaired for turbidity and fish indices of biological integrity(IBI). Under developed conditions the site will maintain the same overall drainage pattern but will be directed through a series of bioretention facilities before discharging under West 78th Street. The proposed stormwater management plan does not increase rates from existing conditions under any storm event modeled. Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 12 of 23 Site Grading: Erosion Prevention and Sediment Control The proposed development will exceed one(1) acre of disturbance and will, therefore,be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit) The applicant shall prepare a Surface Water Pollution Prevention Plan (SWPPP) and submit to the city for approval prior to the issuance of any grading permits or the commencement of any earth-disturbing activities. This SWPPP shall be consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the permit Many of these elements are included in various areas throughout the plan set and supporting documentation. This area is tributary to Bluff Creek which is included on the 303D list as being impaired for turbidity and fish IBI. This area must be protected from sediment and sediment-laden water throughout the duration of the project, and stormwater must be treated to a higher standard as is required by the Chanhassen 2nd Generation Surface Water Management Plan and Appendix A of the NPDES Construction Permit. Some specific comments, as they pertain to sheets C5 and C6 as well as applicable details are as follows 1 The pond which discharges directly to the wetland shall be used as a temporary basin throughout the project A temporary outlet and inlet shall be designed and constructed. This basin shall be graded to the approved design upon substantial stabilization of the remaining site The plans must indicate this requirement 2 The bioretention area shall be graded last and perimeter control in the form of silt fence with metal tee posts shall be installed to protect the area from construction traffic and material storage. A note shall be added to the plan set to this effect 3. City code requires that six (6") inches of topsoil be placed on all disturbed areas to be vegetated unless other engineered soil is to be used such as in bioretention areas Topsoil shall be stripped on the site and stockpiled with adequate erosion prevention and sediment control practices The plan shall indicate this requirement and demonstrate how this will be accommodated 4 Slopes immediately tributary to wetland shall be stabilized within 48 hours of cessation of earthwork activities. The slope must be stabilized with a hydraulic erosion control product or net-free biodegradable erosion control blanket. 5 Inlets with the potential to have sediment introduced as a result of import/export of materials shall have inlet protection installed Dandy bags are not an acceptable inlet protection device. See City Detail 5302A. 6. Item B2 on sheet C6 shall be changed to delete the 21-day requirement 7. A note shall be included on Sheet C6 indicating that the bioretention areas must not be graded to their final condition until the contributing watershed is stabilized Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 13 of 23 8 Item El 0 on Sheet C6 shall be changed to read" due to construction equipment driving across or materials being stockpiled in the infiltration area" 9. Quantities of BMP measures must be included This shall include the volume of topsoil and the quantity of seed required 10 Because this site is tributary to an impaired water, the stabilization of all disturbed areas draining to Bluff Creek must be initiated immediately but in no case later than 7 days, the exception being those areas to be stabilized within 24 hours 11. A note shall be included on Sheet C6 indicating that topsoil is to be stripped and stockpiled onsite such that an adequate quantity exists to place six (6") inches over all disturbed areas to be vegetated 12 Include discussion of receiving water being Bluff Creek which is on the 303D list as impaired for turbidity and fish indices of biological integrity 13. Chanhassen requires that metal tee posts are used with erosion control fence Wooden posts are not allowed unless explicitly stated by the city. The plans shall use City Detail#5300 14 City Detail #5301 shall be used for the rock construction entrance 15. Final stabilization methodologies shall be included as part of the overall SWPPP SITE CONSTRAINTS Wetland Protection In November of 2012, Kjolhaug Environmental Services performed a wetland delineation on r • .�-' : the property Three basins were identified with one basin on Parcel B This delineation and the - )7'7, yam_~ applicable decision are valid for three (3) years - __ , i' '- .„.r.,1 and will need to be revisited next spring if changes °~I *7:77( or improvements are proposed with the potential � r = ' j j to adversely impact wetlands. i3 - ' ' _-____ Buffer requirements are based upon wetland 1 f -"management classification classification which is determined ' ; ` using ,-. ., � - the Minnesota Routine Assessment ''tse ' 'e - Methodology(MNRAM). No MNRAM has been completed for the wetland on Parcel B The / developer will need to have a MNRAM k ;' � I f ; performed to verify the wetland management '� '�: '~ _ { Rnri!�'n • classification Riley Purgatory Bluff Creek `3' Watershed District(RPBCWD) adopted buffer Figure 1.Delineated Wetland Boundaries rules in November of 2014 This basin will need to comply with those rules. This basin appears to be of Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 14 of 23 low quality and would likely be classified as Manage Class 3 Under RPBCWD rules, the buffer would need to average 20 feet with a minimum width of 10 feet. If the basin is found to be Manage 2, or medium value, the average buffer would be 40 feet with a minimum width of 20 feet. In order to assure that this basin is protected throughout construction, the plan set should clearly indicate the wetland boundary and the buffer boundary on all sheets of the construction plan set. Further, a note should be added on the grading sheet and on the erosion control sheet indicating that the wetland discharges to Bluff Creek. Bluff Creek Overlay District The majority of Parcel A hes within the Bluff Creek Overlay District Primary Zone The Bluff Creek Overlay District was intended to preserve "the natural conditions found in the primary zone" and to create "an interconnected open space network"which would connect Minnewashta Regional Park with the Minnesota River through a continuous greenway by encouraging innovative development patterns and techniques To achieve this goal, and to allow for protection, and potential restoration of the wetland area which serves as the headwaters for Bluff Creek, Parcel A should be dedicated to the City Bluff Protection There are no areas that meet the criteria to be classified as bluff. Shoreland Management All of Parcel A and a portion of Parcel B he within the Shoreland Management District for Bluff Creek. The plans must show the limit of the Shoreland Management District The proposed development must meet the DNR requirements for development within a shoreland area The protection of sensitive areas is part of the PUD requirements for shoreland areas The PUD rules of the Shoreland rules also requires that"at least 50% of the total project area must be preserved as open space" and this "open space must include areas with physical characteristics unsuitable to development." This requirement further speaks to the protection of Parcel A through dedication. Shoreland management also has specific requirements for erosion prevention and stormwater management Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 15 of 23 Floodplain Overlay A portion of parcel A hes within Zone A1 r ' floodplain shown in blue in Figure 2. No k• '°'• — structures may be constructed in this area The 4,0 ep, Second Generation Surface Water Management •. �-�. . Plan sets a goal of providing 100 year(1%) flood protection to all persons and structures '0t''s 4F This protection would be accomplished, in this f instance, through the preservation of Parcel A ''I BOULEVARD jpg- in a natural condition. "' :.RBORETjU BOULEVARD 567 5 - t Figure 2 Zone A Floodplain STORMWATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required stormwater management development standards. Section 19-141 states that"these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features " Chanhassen operates under the General Permit Authorization to Discharge Stormwater Associated with Small Municipal Separate Storm Sewer Systems under the National Pollutions Discharge Elimination System/State Disposal System Permit Program(MS4) The MS4 permit requires that for new developments there is no net increase in stormwater discharge volume, stormwater discharges of Total Suspended Solids (TSS) or stormwater discharges of Total Phosphorus (TP)post development The permit does provide for exceptions to this requirement in Part III D 5 a(3)(a), however, from the evidence provided, the site does not meet any of the limitation criteria. The project will be subject to the NPDES Construction Permit This permit also requires that a permanent stormwater management system be designed in conjunction with the project such that one (1) inch of runoff from the newly created impervious is retained on site The NPDES Construction Permit also sets limitation for when the permitee does not need to meet the full requirement. Evidence has not been provided to show that the site meets any of the limiting criteria set forth in Part III D 1 j of the NPDES Construction Permit Riley Purgatory Bluff Creek Watershed District adopted stormwater management rules in November of 2014. These rules closely mirror the Minimum Impact Design Standard (MIDS) guidelines The applicant will need to obtain a stormwater management permit from RPBCWD Meeting their standards will satisfy the NPDES permit requirements The Bluff Creek Total Maximum Daily Load Stressor ID Report and Implementation Report identified flows as one of the primary causes of the impairment In particular, high flow events were found to have a deleterious effect on the stream. One of the recommendations was to decrease the Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 16 of 23 volume of water directed to the stream and to improve base flows within the stream through infiltration In the drainage report prepared by CEI,they claim that the site is limited by soils in the hydrologic group C. Based upon this supposition, they proposed to only abstract 0 55" of runoff. The drainage report states that there will be 107,543 square feet of impervious surface on the site However, the site plan(Sheet C2) states that there will be 142,884 square feet of impervious surface associated with the site. The proposed stormwater management plan does not even adequately address the 0 55"runoff volume from the smaller impervious surface number. When considering the site plan number, the abstracted volume is deficient by 27% When compared to the necessary volume to meet the NPDES requirement the stormwater management is deficient by 60% As the applicant has not displayed adequate evidence to qualify as limited, the stormwater management system must be redesigned to meet the one (1") inch volume reduction requirement In reviewing the plan it appears that performance may be improved by creating a series of infiltration basins where the current swale is shown along the southern boundary Further, infiltration is not the only method of volume reduction Stormwater capture and re-use is an accepted practice for volume reduction. It also helps to reduce the burden on the municipal water supply and reduce long-term costs for imgation fk, g The design calls for two curb cuts to t`v= ll I direct runoff from the parking and drive r‘, .- ,, • ` _ i' � areas to the swale along the southern - - - -- boundary These curb cuts have an , : �, , > -r effective opening of only three (3) feet . ••'-',,-,. .,. � N '',1 ti44::,, 4e and no pretreatment It has been the r _ • 'Y �'K experience of staff that narrow curb _ , � ��;;z cuts with only rip rap as an energy -'`,-,-.....4sii--- : 4 , ' At r. ' dissipation technique result in erosive - ,, *"- $ -,,,„ .l 1 conditions and sediment deposition .''4 `.� , m," ` 4*"'.. The deposition of sediment results in a .. „:, decline in performance and leads to ,-=,.--.__`_ 7. -` difficult plant establishment and = = maintenance The decline in plant - . growth further inhibits the effectiveness Figure 3 Example of erosion problems associated with narrow of the best management practice. The curb cuts inlets should have pretreatment provided which is consistent with the recommendations of the Minnesota Stormwater Manual. Potential methods of pretreatment include a proprietary device such as the Rain GuardianTM, a grass swale or a forebay Given the depth to groundwater and the proposed bounce, the basin, which discharges to the wetland located easterly on the property, would be better served as a wet detention pond and should be designed to NURP recommendations. A review of the provided geotechnical report shows the static water level may be within 0 6 feet of the proposed pond bottom. This would pose a condition in which infiltration could not occur The proposed bottom of the remainder of the swale is at an Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 17 of 23 elevation at least 3 5 feet above the potential static ground water elevation indicated in the available borings. The outlet structure into the wetland shows a submerged outlet—presumably to act as a skimmer of floatables. Public works staff has found these outlets difficult to locate, let alone maintain This must be revised so the outlet is not submerged and is accessible for inspection and maintenance Other conditions that will be required for the stormwater management system include. 1. A drainage and utility easement shall be recorded over the stormwater management features and the wetland 2 The city will maintain the NURP basin upon revision to NURP recommendation and city design standards 3 The property owner shall be responsible for the long-term maintenance of the bioretention features. 4. A maintenance agreement for the bioretention features shall be entered into by the land owner as required under the MS4 permit. 5 An operations and maintenance manual shall be prepared by the applicant for the bioretention features This shall address the establishment period as well as presumed long- term annual and semi-annual maintenance requirements UTILITIES The developer proposes to extend sanitary sewer service to the site from the existing stub at the southwest corner of Galpin Boulevard and West 78th Street The developer proposes to wet tap the 12-inch water main within Galpin Boulevard to extend service to the site. An escrow for the road work associated with the water connection shall be collected with the site plan to ensure that the road patch is functioning properly after one freeze-thaw cycle. The developer must contact the city's construction manager at 952-227-1166 a minimum of 48 hours prior to the wet tap. The developer must obtain any necessary approvals to grade and install improvements within the Xcel Energy easements on the western and southern portions of the property Stormwater Utility Connection Charges Section 4-30 of code sets out the fees associated with surface water management A water quality and water quantity fee are collected with a subdivision These fees are based on land use type and are intended to reflect the fact that the more intense the development type, the greater the degradation of surface water Because there is no subdivision associated with this application,no fee will be collected at this time. However, if the property subdivides in the future, the Surface Water Management fees will be collected at that time. The estimated fee for Parcel B is calculated as shown in the following table. Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 18 of 23 Per acre rate Parcel B size m acres** Totals Water Quality $22,060 00 7.87 $173,612.20 Water Quantity $8,560 00 7.87 $67,367 20 Credit per acre treated Area treated in acres Credit $11,030.00 5.25 ($57,907) Total due w/future subdivision based upon current conditions $183,072.40 **This does not remove the area that would be placed m a D&U easement and would be discounted from the calculations Additional credits will likely be available for water quantity in the future This calculations is based upon the 2015 rates LIGHTING/SIGNAGE The applicant is proposing 25-foot tall light poles along the parking area Wall-pack lighting units are proposed All fixtures must be shielded, high-pressure sodium or light-emitting diode (LED), with a total cutoff angle equal to or less than 90 degrees Wall-mounted lighting shall be shielded with a total cutoff angle equal to or less than 90 degrees Signage is proposed on the south, west and east elevations of the building Rather than the business name,they are proposing "Afterschool" and "Preschool" on the appropriate service wings of the building The applicant is also proposing a five-foot tall monument sign Staff has not reviewed the signage for conformance with city code. A separate sign permit shall be required prior to the installation of building and site signage PARKS & RECREATION This property is located within the park service areas for both Sugarbush Park and the Chanhassen Recreation Center Trails The subject site has access to pedestrian trails located adjacent to both Galpin Boulevard and West 78th Street Well-planned pedestrian connections between the subject site and the Galpin Boulevard trail should be included in the project Park and Trail Conditions of Approval No conditions of approval regarding the city's Park and Recreation Comprehensive Plan are being contemplated for this submittal Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 19 of 23 COMPLIANCE TABLE PUD Children's Learning Adventure (33,032 square feet) Building Height 2 stories 1 story NA 50 feet Building Setback N - 50' E - 50' N - 142' E -140' W - 30' S - 70' W - 223' S -82' Parking Stalls 96 stalls 104 stalls (1 stall per 6 children in design capacity) Parking Setback N - 20' E - 20' N - 122' E - 20' W - 20' S - 20' W - 75' S - 42' Hard Surface Coverage 42% 65%# Lot Area 15,000 square feet 7 87 acres (0 34 acre) #Hard surface coverage must average 65 percent over the entire development. Individual lots may exceed 65 percent site coverage. The current analysis only incorporates the southern parcel (7 87 acres) With the future expansion of the facility or subdivision of the site, the northerly parcel (containing 6.21 acres) may be incorporated as part of the site's pervious area RECOMMENDATION Staff recommends that the Planning Commission recommend approval of the Planned Unit Development rezoning and site plan review subject to the following conditions and adoption of the attached Findings of Fact and Recommendation. Planned Unit Development, PUD Approve the ordinance for the Children's Learning Adventure Planned Unit Development. Site Plan Review The following conditions shall be incorporated as part of the site plan approval. Building Official 1. A building permit is required prior to construction Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 20 of 23 2. The building is required to have an automatic fire-extinguishing system 3. Building plans must be prepared and signed by design professionals licensed in the State of Minnesota 4 Retaining walls over four feet high must be designed by a professional engineer and a permit must be obtained prior to construction 5 Fenced "playground" areas must be provided with approved, code-compliant exiting systems. Engineering 1 The proposed access and turn lane on Galpin Boulevard are subject to Carver County's review, approval and permitting 2 An escrow for the trail work and water service connection shall be collected with the site plan to ensure that the area is restored and functioning properly after one freeze-thaw cycle 3. A barricade must be installed at the end of the stub located north of the Galpin Boulevard access 4. The developer must contact the city's construction manager at 952-227-1166 a minimum of 48 hours prior to the wet tap 5 The developer must obtain any necessary approvals to grade and install improvements within the Xcel Energy easements on the western and southern portions of the property. 6 The developer shall meet the requirements of the April 9, 2015 review letter from MnDOT Environmental Resources Specialist 1 The applicant shall change Chinese elm to Princeton elm and Golden ash to an overstory, deciduous species selected from the city's Approved Tree List. 2 The applicant shall revise the plans so that no more than five trees of one species are planted in a row along West 78th Street 3 The applicant shall change the two proposed swamp white oaks along Highway 5 to an understory species. The proposed Golden ash to be planted at the southeast corner of the property shall be moved slightly north to further avoid the OHE line. Fire Marshal 1 A three-foot clear space must be maintained around fire hydrants 2 No burning permits will be issued for tree/brush removal 3. "No Parking Fire Lane" signs and yellow-painted curbing will be required Contact the Fire Marshal for specifics Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 21 of 23 4. Twelve-inch address numbers of contrasting color shall be installed on the building side facing Galpin Boulevard and also on the monument sign at the driveway entrance. The Fire Marshal must review and approve prior to installation Planning 1 The eastern elevation must provide additional windows to meet the 50 percent transparency requirement or other architectural detailing as outlined in the staff report 2. The applicant shall provide bicycle parking and storage facilities 3. Parcel A may be dedicated to the City Pervious surface credit will be apportioned to Parcel B 'I. The height of the height of the architectural features including cornices and rotunda shall not exceed 36 feet 9 inches Water Resources Specialist 1. The pond which discharges directly to the wetland shall be used as a temporary basin throughout the project A temporary outlet and inlet shall be designed and constructed. This basin shall be graded to the approved design upon substantial stabilization of the remaining site The plans must indicate this requirement 2 The bioretention area shall be graded last and perimeter control in the form of silt fence with metal tee posts shall be installed to protect the area from construction traffic and material storage. A note shall be added to the plan set to this effect 3 City code requires that six (6") inches of topsoil be placed on all disturbed areas to be vegetated unless other engineered soil is to be used such as in bioretention areas Topsoil shall be stripped on the site and stockpiled with adequate erosion prevention and sediment control practices The plan shall indicate this requirement and demonstrate how this will be accommodated 4. Slopes immediately tributary to wetland shall be stabilized within 48 hours of cessation of earthwork activities The slope must be stabilized with a hydraulic erosion control product or net-free biodegradable erosion control blanket. 5 Inlets with the potential to have sediment introduced as a result of import/export of materials shall have inlet protection installed Dandy bags are not an acceptable inlet protection device See City Detail 5302A 6 Item B2 on Sheet C6 shall be changed to delete the 21-day requirement 7 A note shall be included on Sheet C6 indicating that the bioretention areas must not be graded to their final condition until the contributing watershed is stabilized. 8 Item E10 on Sheet C6 shall be changed to read "...due to construction equipment driving across or materials being stockpiled in the infiltration area" Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 22 of 23 9 Quantities of BMP measures must be included This shall include the volume of topsoil and the quantity of seed required. 10 Because this site is tributary to an impaired water, the stabilization of all disturbed areas draining to Bluff Creek must be initiated immediately but in no case later than 7 days The exception being those areas to be stabilized within 24 hours 11. A note shall be included on Sheet C6 indicating that topsoil is to be stripped and stockpiled onsite such that an adequate quantity exists to place six (6") inches over all disturbed areas to be vegetated 12 Include discussion of receiving water being Bluff Creek which is on the 303D list as impaired for turbidity and fish indices of biological integrity 13. Chanhassen requires that metal tee posts are used with erosion control fence Wooden posts are not allowed unless explicitly stated by the city The plans shall use City Detail #5300. 14 City Detail#5301 shall be used for the rock construction entrance 15. Final stabilization methodologies shall be included as part of the overall SWPPP. 16. Design of stormwater best management practices shall follow the guidelines of the Minnesota Stormwater Manual. 17 The applicant shall meet the volume reduction requirement set forth in the NPDES permit of one inch from all impervious surface or demonstrate to the City's satisfaction that the site meets one or more of the limitations described in the permit 18. In the event that a limitation does exist, the applicant shall provide volume reduction to the maximum extent practicable and shall evaluate the potential of practices beyond infiltration such as stormwater capture and reuse 19 The final basin prior to discharge into the wetland shall be designed as a wet detention pond and must meet NURP recommendations and city design standards. 20. Curb cuts shall be no less than five (5) feet wide and shall have adequate pretreatment prior to discharge into the bioretention features. 21 The outlet structure from the pond into the wetland shall not be submerged. 22. A drainage and utility easement shall be recorded over the stormwater management features and the wetland 23 The city will maintain the NURP basin upon acceptance of the final product 24 The property owner shall be responsible for the long-term maintenance of the bioretention features Planning Commission Children's Learning Adventure—Planning Case 2015-09 April 27, 2015 Page 23 of 23 25 A maintenance agreement for the bioretention features shall be entered into by the land owner as required under the MS4 permit This agreement shall be recorded against the property 26 An operations and maintenance manual shall be prepared by the applicant for the bioretention features. This shall address the planting schedule, establishment period as well as presumed long-term annual and semi-annual maintenance requirements 27 The applicant shall procure all necessary permits from agencies with jurisdiction over the project area 28 The site must meet the requirements of the Minnesota Department of Natural Resources Shoreland rules. ATTACHMENTS 1. Findings of Fact and Recommendation 2 Children's Learning Center Planned Unit Development Ordinance 3 Development Review Application 4 Project Narrative. 5 Building Perspective 6. Survey with Topography 7 Demolition Plan. 8 Site Plan 9. Grading Plan. 10 Utility Plan 11. Erosion Control Plan 12 Landscape Plan. 13 Floor Plan 14. Site Details. 15 Exterior Elevations Left and Front. 16 Exterior Elevations Right and Rear 17 Material Board. 18 Site Map for Signage 19. Sign Layout. 20 Afterschool Sign Layout 21 Preschool Sign Layout 22 Monument Sign Layout. 23 Parking Signs 24. Email from Linda Machemehl, Xcel Energy to Bob Generous dated March 24, 2015. 25 Letter from Karen Scheffing, MnDOT, to Kate Aanenson dated April 9, 2015 26 Public Hearing Notice and Mailing List g\plan\2015 planning cases\2015-09 children's learning adventure\staff report cla.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE. Application of CLA Chanhassen, LLC and Americana Community Bank for rezoning of the property to Planned Unit Development(PUD) to permit a children's learning center, and site plan approval for a 33,000 square-foot, one-story building with outdoor play areas and equipment. On April 21, 2015, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of CLA Chanhassen, LLC and Americana Community Bank for a site plan review for the property located at 7750 Galpin Boulevard (northwest corner of Highway 5 and Galpin Boulevard) The Planning Commission conducted a public hearing on the proposed site plan was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following FINDINGS OF FACT 1 The property is currently zoned Agricultural Estate District, A-2 2. The property is guided by the Land Use Plan for Residential-Low and High Density and Office and Residential High Density 3 The legal description of the property is. See Exhibit A 4 The Zoning Ordinance directs the Planning Commission to consider six (6)possible adverse affects of the proposed amendment The six (6) affects and our findings regarding them are. a 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 b The proposed use is or will be compatible with the present and future land uses of the area c. The proposed use conforms with all performance standards contained in the Zoning Ordinance d The proposed use will not tend to or actually depreciate the area in which it is proposed. 1 e. The proposed use can be accommodated with existing public services and will not overburden the city's service capacity. f Traffic generation by the proposed use is within capabilities of streets serving the property 5 Site Plan Review. . a. The proposed development is consistent with the elements and objectives of the city's development guides, including the comprehensive plan, official road mapping, and other plans that may be adopted, b The proposed development is consistent with the site plan review requirements; c The proposed development preserves the site in its natural state to the extent practicable by preserving the northerly six acre parcel as permanent open space and minimizing tree and soil removal and designing grade changes to be in keeping with the general appearance of the neighboring developed or developing or developing areas, d The proposed development creates a harmonious relationship of building and open space with natural site features and with existing and future buildings having a visual relationship to the development, e The proposed development creates a functional and harmonious design for structures and site features, with special attention to the following 1) An internal sense of order for the buildings and use on the site and provision of a desirable environment for occupants, visitors and general community, 2) The amount and location of open space and landscaping, 3) Materials, textures, colors and details of construction as an expression of the design concept and the compatibility of the same with adjacent and neighboring structures and uses, and 4) Vehicular 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 and vehicular traffic and arrangement and amount of parking 2 f Protects adjacent and neighboring properties through reasonable provision for surface water drainage, sound and sight buffers, preservation of views, light and air and those aspects of design not adequately covered by other regulations which may have substantial effects on neighboring land uses 6 The planning report#2015-09 dated April 21, 2015,prepared by Robert Generous, et al, is incorporated herein RECOMMENDATION The Planning Commission recommends that the City Council approve the Planned Unit Development rezoning and site plan review ADOPTED by the Chanhassen Planning Commission this 21st day of April, 2015 CHANHASSEN PLANNING COMMISSION BY. Its Chairman Exhibit A LEGAL DESCRIPTION Parcel A• That part of the Southwest Quarter of the Southwest Quarter of Section 10 Township 116, Range 23 and the Northwest Quarter of the Northwest Quarter of Section 15, Township 116, Range 23, Carver County Minnesota described as follows Beginning at the Southwest corner of said Section 10, thence on an assumed bearing of North 1 degree 56 minutes 40 seconds West along the West line of said Southwest Quarter a distance of 1,023.08 feet, to a point on said West line distant 1668.88 feet South of the West Quarter corner of said Section 10, thence South 79 degrees 32 minutes 20 seconds East a distance of 177 77 feet, thence South 86 degrees 32 minutes 20 seconds East, a distance of 100.40 feet, thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet, thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet, thence South 47 degrees 17 minutes 20 seconds East, a distance of 75.43 feet, thence North 82 degrees 42 minutes 40 seconds East, a distance of 74.98 feet, thence South 58 degrees 17 minutes 20 seconds East, a distance of 84.58 feet, thence South 89 degrees 17 minutes 20 seconds East, a distance of 163.25 feet, thence South 18 degrees 17 minutes 40 seconds West, a distance of 82019 feet t the Northerly right of way line of Trunk Highway 5; thence North 85 degrees 54 minutes 50 s conds West along said Northerly right of way a distance of 33.08 feet; thence South 56 egree 40 minutes 55 seconds West along said Northerly right of way, a distance of 158.95 set Vrence North 85 degrees 54 minutes 50 seconds West along Northerly right of way, a distartce of 518.22 feet to the West line of the Northwest Quarter of Section 15, Township 116 Rangd 23; thence North 1 degree 37 minutes 50 seconds West along said West line of the Nort west Quarter, a distance of 912 feet to the point of beginning h Iles Northwesterly of that particular Northwesterly right—of—way line of Parcel 216, as 66''eeh wn on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-08, orded as Document No 285755 and as amended on MINNESOTA DEPARTMENT OF ANSPORTATION RIGHT OF WAY PLAT NO. 10-14, recorded as Document No 279658, described a follows' ommencing at the Southwest corner of said Section 10; thence on an assumed bearing of North 1 degree 56 minutes 40 seconds West, along the West line of the Southwest Quarter of said Section 10, a distance of 401 19 feet, to a particular right—of—way line of said Parcel 216 an the point of beginning of the line to be described, thence North 47 degrees 18 minutes 18 seconds East a distance of 175.14 feet, to an angle point in said right—of—way line; thence North 47 degrees 18 minutes 19 seconds East a distance of 22 71 feet, to a point of curvature in said right—of—way line, thence Easterly a distance 662.60 feet, along a non—tangential curve Iconcave to the South having a radius of 633.04 feet and a central angle of 59 degrees 58 minutes 14 seconds and having a chord of 632.76 feet which bears North 77 degrees 17 ' minutes 27 seconds East to an angle point in said right—of—way line; thence North 56 degrees 16 minutes 30 seconds East, not tangent to said curve a distance of 114.28 feet, to an angle point in said right—of—way line; thence North 22 degrees 13 minutes 10 seconds East, along said right—of—way line, a distance of 11613 feet and said line there terminating. 53.00 AND is Parcel B /.980.3 That part of the Southwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23 and the Northwest Quarter of the Northwest Quarter of Section 15, Township 116, Range 23, Carver County, Minnesota, described as follows 359.5 Beginning at the Southwest corner of said Section 10. thence on an assumed bearing of North 1 degree 56 minutes 40 seconds West along the West line of said Southwest Quarter, a distance of 1,023.08 feet, to o point on said West line distant 1668.88 feet South of the West Quarter corner of said Section 10 thence South 79 degrees 32 minutes 20 seconds East, a distance of 177 77 feet; thence South 86 degrees 32 minutes 20 seconds East, a distance of 100.40 feet, thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet, thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet, thence South 47 degrees N.M.W minutes 20 seconds East, a distance of 75.43 feet, thence North 82 degrees 42 minutes 40 i=96seeonds East, a distance of 74.98 feet, thence South 58 degrees 17 minutes 20 seconds East, INva•8flbtance of 84.58 feet, thence South 89 degrees 17 minutes 20 seconds East, a distance of 183.25 feet, thence South 18 degrees 17 minutes 40 seconds West, a distance of 820.19 feet to the Northerly right of way line of Trunk Highway 5, thence North 85 degrees 54 minutes 50 seconds West along said Northerly right of way, a distance of 33.08 feet, thence South 56 degrees 40 minutes 55 seconds West along said Northerly right of way, a distance of 158.95 feet, thence North 85 degrees 54 minutes 50 seconds West along said Northerly right of way, a distance of 518.22 feet to the West line of the Northwest Quarter of Section 15, Township 116, Range 23, thence North 1 degree 37 minutes 50 seconds West along sold West line of the Northwest Quarter a distance of 912 feet to the point of beginning - EXCEPT that part of the above described property which lies Northwesterly of that particular Northwesterly right—of—way line of Parcel 216, as shown on MINNESOTA DEPARTMENT OF so.aTRANSPORTATION RIGHT OF WAY PLAT NO. 10-08 recorded as Document No 265755 and as amended on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO 10-14, recorded as Document No. 279658, described as follows. Commencing at the Southwest corner of said Section 10; thence on an assumed bearing of North 1 degree 56 minutes 40 seconds West, along the West line of the Southwest Quarter of said Section 10, a distance of 401 19 feet, to a particular right—of—way line of said Parcel 216 and the point of beginning of the line to be described. thence North 47 degrees 18 minutes 16 seconds East a distance of 17514 feet, to an angle point In said right —of—way line, thence North 47 degrees 18 minutes 19 seconds East a distance of 22 71 feet, to a point of curvature In said right—of—way line* thence Easterly a distance of 662.60 feet, along a non—tangential curve concave to the South having a radius of 633.04 feet and a central angle of 59 degrees 58 minutes 14 seconds and having a chord of 632 76 feet which bears North 77 degrees 17 minutes 27 seconds East to an angle point in said right—of—way line; thence North 56 degrees 16 minutes 30 seconds East, not tangent to sold curve a distance of 114.28 feet, to an angle point in said right—of—way line. thence North 22 degrees 13 minutes 10 seconds East, along said right—of—way line a distance of 11613 feet and said line there terminating AND EXCEPT said Parcel 216 Carver County, Minnesota Abstract Property 4 Exhibit A LEGAL DESCRIPTION Parcel A' That part of the Southwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23 and the Northwest Quarter of the Northwest Quarter of Section 15, Township 116, Range 23, Carver County Minnesota described as follows Beginning at the Southwest corner of said Section 10, thence on an assumed bearing of North 1 degree 56 minutes 40 seconds West along the West line of said Southwest Quarter, a distance of 1,023.08 feet, to a point on said West line distant 1668.88 feet South of the West Quarter corner of said Section 10, thence South 79 degrees 32 minutes 20 seconds East, a distance of 177 77 feet, thence South 86 degrees 32 minutes 20 seconds East, a distance of 100.40 feet, thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet, thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet, thence South 47 degrees 17 minutes 20 seconds East, a distance of 75.43 feet, thence North 82 degrees 42 minutes 40 seconds East, a distance of 74.98 feet, thence South 58 degrees 17 minutes 20 seconds East, a distance of 84.58 feet, thence South 89 degrees 17 minutes 20 seconds East, a distance of 163,25 feet, thence South 18 degrees 17 minutes 40 seconds West, a distance of 820 19 feet t the Northerly right of way line of Trunk Highway 5; thence North 85 degrees 54 minutes 50 s conds West along said Northerly right of way a distance of 33.08 feet, thence South 56 egree 40 minutes 55 seconds West along said Northerly right of way, a distance of 158.95 set t,�ience North 85 degrees 54 minutes 50 seconds West along Northerly right of way a distanee of 518.22 feet to the West line of the Northwest Quarter of Section 15 Township 116, Rangd 23, thence North 1 degree 37 minutes 50 seconds West along said West line of the Nort west Quarter, a distance of 912 feet to the point of beginning h lies Northwesterly of that particular Northwesterly right-of-way line of Parcel 216, as ordedMINNESOTA as Document NoARTMENT OF 265755 and asamendedon MINNESOTA DEPARTMENT RIGHT OF WAY PLAT NO. 0-08, ANSPORTATION RIGHT OF WAY PLAT NO 10-14, recorded as Document No. 279658, described OF s follows vi at the Southwest corner of said Section 10; thence on an assumed bearing of Orth 1 degree 56 minutes 40 seconds West, along the West line of the Southwest Quarter of said Section 10, a distance of 401 19 feet, to a particular right-of-way line of said Parcel 216 an the point of beginning of the line to be described, thence North 47 degrees 18 minutes 16 seconds East a distance of 175.14 feet, to an angle point In said right-of-way line, thence kNorth 47 degrees 18 minutes 19 seconds East a distance of 22.71 feet, to a point of curvature in said right-of-way line, thence Easterly a distance 662.60 feet along a non-tangential curve concave to the South having a radius of 633.04 feet and a central angle of 59 degrees 58 minutes 14 seconds and having a chord of 632 76 feet which bears North 77 degrees 17 minutes 27 seconds East to an angle point In said right-of-way line, thence North 56 degrees 16 minutes 30 seconds East, not tangent to said curve a distance of 114.28 feet, to an angle point in said right-of-way line; thence North 22 degrees 13 minutes 10 seconds East, along said right-of-way line, a distance of 11613 feet and said line there terminating. 33.80 AND is Parcel B 1.960.3 That part of the Southwest Quarter of the Southwest Quarter of Section 10, Township 116 Range 23 and the Northwest Quarter of the Northwest Quarter of Section 15, Township 116 Range 23, Carver County, Minnesota, described as follows 359.5 Beginning at the Southwest corner of sold Section 10 thence on an assumed bearing of North 1 degree 56 minutes 40 seconds West along the West line of said Southwest Quarter, a distance of 1,023.08 feet, to a point on said West line distant 1666.88 feet South of the West Quarter corner of said Section 10; thence South 79 degrees 32 minutes 20 seconds East, a distance of 177.77 feet, thence South 86 degrees 32 minutes 20 seconds East, a distance of 100.40 feet. thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet thence South 47 degrees N.kW minutes 20 seconds East, a distance of 75.43 feet, thence North 82 degrees 42 minutes 40 i-sseesonds East, a distance of 74.98 feet, thence South 58 degrees 17 minutes 20 seconds East, 'INva-3llktance of 84.58 feet, thence South 89 degrees 17 minutes 20 seconds East, a distance of 163.25 feet, thence South 18 degrees 17 minutes 40 seconds West, a distance of 820.19 feet to the Northerly right of way line of Trunk Highway 5; thence North 85 degrees 54 minutes 50 seconds West along said Northerly right of way, a distance of 33.08 feet; thence South 56 degrees 40 minutes 55 seconds West along said Northerly right of way a distance of 158.95 feet, thence North 85 degrees 54 minutes 50 seconds West along said Northerly right of way, a distance of 518.22 feet to the West line of the Northwest Quarter of Section 15, Township 116, Range 23, thence North 1 degree 37 minutes 50 seconds West along said West line of the Northwest Quarter a distance of 912 feet to the point of beginning L EXCEPT that part of the above described property which Iles Northwesterly of that particular so.oNorthwesterly right-of-way line of Parcel 216, as shown on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO 10-08 recorded as Document No 265755 and as amended on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-14, recorded as Document No 279658, described as follows. Commencing at the Southwest corner of said Section 10; thence on an assumed bearing of North 1 degree 56 minutes 40 seconds West, along the West line of the Southwest Quarter of said Section 10, a distance of 401 19 feet, to a particular right-of-way line of said Parcel 216 and the point of beginning of the line to be described. thence North 47 degrees 18 minutes 16 seconds East a distance of 17514 feet, to an angle point In said right -of-way line, thence North 47 degrees 18 minutes 19 seconds East a distance of 22 71 feet, to a point of curvature in said right-of-way line. thence Easterly a distance of 662.60 feet, along a non-tangential curve concave to the South having a radius of 633.04 feet and a central angle of 59 degrees 56 minutes 14 seconds and having a chord of 632 76 feet which bears North 77 degrees 17 minutes 27 seconds East to an angle point in said right-of-way line; thence North 56 degrees 16 minutes 30 seconds East, not tangent to said curve a distance of 114.28 feet, to an angle point in said right-of-way line thence North 22 degrees 13 minutes 10 seconds East, along said right-of-way line a distance of 11613 feet and said line there terminating AND EXCEPT said Parcel 216 Carver County, Minnesota Abstract Property AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE,THE CITY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY CHILDREN'S LEARNING CENTER PLANNED UNIT DEVELOPMENT THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS Section 1 Chapter 20 of the Chanhassen City Code,the City's zoning ordinance, is hereby amended by rezoning all property within the property described in Exhibit A to Planned Unit Development for office and institutional uses Section 2 The rezoning of this property incorporates the following development design standards. a. Intent The purpose of this zone is to create a PUD office institutional district The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more sensitive proposal. All utilities are required to be placed underground Each lot proposed for development shall proceed through site plan review based on the development standards outlined below More than one principal building on the lot is prohibited. Construction of additional principal structures and will a subdivision of the property The PUD requires that the development demonstrate a higher quality of architectural standards and site design. Ancillary uses may be permitted as listed below once a primary use has occupied the site Shared parking may be used within the development Except as modified below, the development shall comply with the requirements of the Office and Institutional District, OI b. Uses Permitted Uses in this zone shall be limited to the following uses. 1 Community Center 2 Day Care-establishments providing for the care and supervision of infants and children on a daily basis 3 Health Services- establishments primarily engaged in furnishing medical, surgical and other health services to persons in a clinical or outpatient basis 4 Library 5 Museum 6. Office-Professional and business office 7 Private or Public parks and open space(The property located north of West 78th Street shall be limited to open space uses) 1 8. Private or Public recreational facilities 9 Schools 10. Utility services Ancillary Uses (in conjunction with and integral to a primary use) 1 Antennas, as regulation by Article XXX of this chapter 2. Fences 3 Parking Lots 4 Play Equipment, Gazebos, etc 5. Sheds 6 Signs c. Setbacks The following building and parking setbacks shall apply. Setback building/parking(feet) Galpin Blvd. 50, 20 Highway 5 70, 20 West '78th Street 50, 20 Interior Lot Lines 0, 0 West Penmeter Lot Line 30, 20 The hard surface coverage is 65% for office and institutional uses. Any one site/lot can exceed the 65 percent hard coverage requirement, but in no case may the entire development exceed 65 percent d. Building Height, Materials and Design 1 Building height shall be limited to two (2) stories or a maximum height of up to 50 feet 2 The PUD requires that the development demonstrate a higher quality of architectural standards and site design e. Alternative Access 1 Pedestrian access shall be provided from each site to the public sidewalk and trail system. 2 Each site shall provide areas for bicycle parking and storage 2 Section 3 The zomng map of the City of Chanhassen shall not be republished to show the aforesaid zoning,but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance Section 4 This ordinance shall be effective immediately upon its passage and publication PASSED AND ADOPTED this day of , 2015,by the City Council of the City of Chanhassen, Minnesota Todd Gerhardt, City Manager Denny Laufenburger, Mayor (Published in the Chanhassen Villager on ) 3 Exhibit A LEGAL DESCRIPTION Parcel A. That part of the Southwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23 and the Northwest Quarter of the Northwest Quarter of Section 15, Township 116, Range 23, Carver County Minnesota, described as follows Beginning at the Southwest corner of said Section 10, thence on an assumed bearing of North 1 degree 56 minutes 40 seconds West along the West line of said Southwest Quarter, a distance of 1,023.08 feet, to a point on said West line distant 1668.88 feat South of the West Quarter corner of said Section 10, thence South 79 degrees 32 minutes 20 seconds East, a distance of 177 77 feet, thence South 86 degrees 32 minutes 20 seconds East, a distance of 100.40 feet, thence South 78 degrees 32 minutes 20 seconds East, a distance of 194.14 feet, thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet, thence South 47 degrees 17 minutes 20 seconds East, a distance of 75.43 feet, thence North 82 degrees 42 minutes 40 seconds East, a distance of 74.98 feet, thence South 58 degrees 17 minutes 20 seconds East, a distance of 84.58 feet, thence South 89 degrees 17 minutes 20 seconds East, a distance of 163.25 feet; thence South 18 degrees 17 minutes 40 seconds West, a distance of 820.19 feet t the Northerly right of way line of Trunk Highway 5, thence North 85 degrees 54 minutes 50 s onds West alongsaid Northerly right of way, a distance of 33.08 feet; thence South 56 egree 40 minute55 seconds West along said Northerly right of way, a distance of 158.95 set, t,�ience North 85 degrees 54 minutes 50 seconds West along Northerly right of way, a distance of 518.22 feat to the West line of the Northwest Quarter of Section 15, Township 116, Ron 6 23, thence North 1 degree 37 minutes 50 seconds West along said West line of the �s Nort west Quarter, a distance of 912 feet to the point of beginning. h lies Northwesterly of that particular Northwesterly right—of—way line of Parcel 216, as 'sh wn on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO. 10-08,7+.> orded as Document No. 265755 and as amended on MINNESOTA DEPARTMENT OF ANSPORTATION RIGHT OF WAY PLAT NO 10-14, recorded as Document No. 279658, described e follows' ommencing at the Southwest corner of said Section 10; thence on an assumed bearing of orth 1 degree 56 minutes 40 seconds West, along the West line of the Southwest Quarter of said Section 10, a distance of 401 19 feet, to a particular right—of—way line of said Parcel 216 -I an the point of beginning of the line to be described; thence North 47 degrees 18 minutes 16 seconds East a distance of 175.14 feet, to on angle point in said right—of—way line, thence I; North 47 degrees 18 minutes 19 seconds East a distance of 22.71 feet, to a paint of curvature in soid right—of—way line, thence Easterlya distance 662.60 feet, along a non—tangential curve concave to the South having a radius of 633.04 feet and a central angle of 59 degrees 58 minutes 14 seconds and having a chord of 632.76 feet which bears North 77 degrees 17 ' minutes 27 seconds East to an angle point in said right—of—way line; thence North 56 degrees 16 minutes 30 seconds East, not tangent to said curve a distance of 114.28 feet, to an angle point in said right—of—way line; thence North 22 degrees 13 minutes 10 seconds East, along said right—of—way line, a distance of 11613 feet and said line there terminating. 33.80 AND IT Parcel B• /..960.3 That part of the Southwest Quarter of the Southwest Quarter of Section 10, Township 116, Range 23 and the Northwest Quarter of the Northwest Quarter of Section 15, Township 116, Range 23, Carver County, Minnesota, described as follows )59.5 Beginning at the Southwest corner of said Section 10; thence on an assumed bearing of North 1 degree 56 minutes 40 seconds West along the West line of said Southwest Quarter, a distance of 1,023.08 feet, to a point on said West line distant 1688.88 feet South of the West Quarter corner of said Section 10, thence South 79 degrees 32 minutes 20 seconds East, o distance of 177 77 feet, thence South 86 degrees 32 minutes 20 seconds East, a distance of 100.40 feet; thence South 78 degrees 32 minutes 20 seconds East. a distance of 194.14 feet; thence South 74 degrees 32 minutes 20 seconds East, a distance of 150.00 feet thence South 47 degrees y.MW minutes 20 seconds East, a distance of 75.43 feet; thence North 82 degrees 42 minutes 40 =sseeeonds East, a distance of 74 98 feet; thence South 58 degrees 17 minutes 20 seconds East INva9iibtance of 84.58 feet; thence South 89 degrees 17 minutes 20 seconds East, a distance of 163.25 feet, thence South 18 degrees 17 minutes 40 seconds West, a distance of 820.19 feet to the Northerly right of way line of Trunk Highway 5; thence North 85 degrees 54 minutes 50 seconds West along said Northerly right of way, a distance of 33.08 feet, thence South 56 degrees 40 minutes 55 seconds West along said Northerly right of way, a distance of 158.95 feet, thence North 85 degrees 54 minutes 50 seconds West along said Northerly right of way, a distance of 518.22 feet to the West line of the Northwest Quarter of Section 15, Township 116 Range 23 thence North 1 degree 37 minutes 50 seconds West along said West line of the Northwest Quarter, a distance of 9 12 feet to the point of beginning. - EXCEPT that part of the above described property which lies Northwesterly of that particular so.0Northwesteriy right—of—way line of Parcel 216, as shown on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO 10-08, recorded as Document No 285755 and as amended on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO 10-14, recorded as Document No 279858, described as follows. Commencing at the Southwest corner of said Section 10, thence on an assumed bearing of North 1 degree 56 minutes 40 seconds West, along the West line of the Southwest Quarter of said Section 10, a distance of 401 19 feet, to a particular right—of—way line of said Parcel 216 and the point of beginning of the line to be described, thence North 47 degrees 18 minutes 16 seconds East a distance of 175.14 feet, to an angle point In said right —of—way line; thence North 47 degrees 18 minutes 19 seconds East a distance of 22 71 feet, to a point of curvature in sold right—of—way line; thence Easterly a distance of 662.60 feet, along a non—tangential curve concave to the South having a radius of 633.04 feet and a central angle of 59 degrees 58 minutes 14 seconds and having a chord of 632.76 feet which bears North 77 degrees 17 minutes 27 seconds East to an angle point In said right—of—way line, thence North 56 degrees 16 minutes 30 seconds East, not tangent to said curve a distance of 114.28 feet to an angle point in said right—of—way line, thence North 22 degrees 13 minutes 10 seconds East, along sold right—of—way line, a distance of 11613 feet and Bald line there terminating AND EXCEPT said Parcel 216 Carver County, Minnesota Abstract Property 4 C ITV OF CHANHASSEN RECEIVED COMMUNITY DEVELOPMENT DEPARTMENT MAR 2 0 201 - rpm Planning Division-7700 Market Boulevard Mailing Address- P.O Box 147, Chanhassen, MN .7ASSENPLIINNING l I I Uf b lIANHASSEN Phone (952)227-1300/Fax. (952)227-1110 i APPLICATION FOR DEVELOPMENT REVIEW Date Filed 15 60 Day Review Deadline' ,r? 'Ig/I(5 Planner 6 C� Case#,r 01 —C) A ry, I _- .--- ---- . --...-. ._.Section 1. Application_Type_(check-all-thatapply) ❑ Comprehensive Plan Amendment $600 ❑ Subdivision ❑ Minor MUSA line for failing on-site sewers $100 ❑ Create 3 lots or less $300 I ❑ Create over 3 lots . . . $600 +$15 per lot ❑ Conditional Use Permit ❑ Metes& Bounds $300+$50 per lot i ❑ Single-Family Residence,..... .. $325 ❑ Consolidate Lots . . ., $150 ❑ All Others $425 ❑ Lot Line Adjustment .. . . ..$150 ❑ Final Plat* •..$250 *Requires additional$450 escrow for attorney costs ❑ Interim Use Permit Escrow will be required for other applications through the ❑ In conjunction with Single-Family Residence $325 development contract ❑ All Others $425 ❑ Vacation of Easements/Right-of-way $300 (Additional recording fees may apply) IXJ Rezoning ® Planned Unit Development(PUD) . $750 ❑ Variance . $200 ❑ Minor Amendment to existing PUD $100 ❑ All Others $500 ❑ Wetland Alteration Permit ❑ Single-Family Residence... . . $150 ❑ Sign Plan Review $150 ❑ All Others ... $275 ® Site Plan Review ❑ Zoning Appeal .. .. , .. . . $100 ❑ Administrative . . ... . .............. .... .... . . $100 ® Commercial/Industrial Districts* ..... .... .$500 ❑ Zoning Ordinance Amendment .,. .. . ..$500 Plus$10 per 1,000 square feet of buildinarea NOTE When multiple applications are processed concurrently, *Include number of existing employees, q the appropriate fee shall be charged for each application. and number of new employees h.0 Residential Districts . . .., $500 (Refer to the appropriate Application Checklist for required submittal Plus$5 per dwelling unit information that must accompany this application) ADDITIONAL REQUIRED FEES. - ® Notification Sign $200 TOTAL FEES•$ 2,079 00 (City to install and remove) ® Property Owners' List within 500' $3 per address Received from (City to generate-fee determined at pre application meeting) ® Escrow for Recording Documents..$50 per document Date Received: ole-3 iii Check Number VASA (CUP/SPRNACNAR/WAP/Metes&Bounds Subdivision) .7(e; a Section 2: Required Information 1Gv Project Name: CHILDRENS LEARNING ADVENTURE - CHILDCARE CENTER Property Address or Location 7750 GALPIN BLVD, CHANHASSEN, MN Parcel # 250101800& 1810 Legal Description: SEE ATTACHED ALTA, FOR FULL LEGAL Total Acreage• 13 887 Wetlands Present? ® Yes ❑ No Present Zoning. A2 -AGRICULTURAL ESTATE Requested Zoning PUD Present Land Use Designation OFFICE Requested Land Use Designation COMMERCIAL Existing Use of Property CURRENTLY VACANT Description of Proposal ® Check box if separate narrative is attached cANNE D --- Section-3 Property-Owner-and-Applicant Information — --- i APPLICANT OTHER THAN PROPERTY OWNER. In signing this application, I, as applicant,represent to have obtained authorization from the property owner to file this application I agree to be bound by conditions of approval,subject only to the right to object at the hearings on the application or during the appeal period If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application I will keep myself Informed of the deadlines for submission of material and the progress of this application I further understand that additional fees may be charged for consulting fees, feasibility studies, etc.with an estimate prior to any authorization to proceed with the study I certify that the information and exhibits submitted are true and correct Name CLA CHANHASSEN, LLC Contact. DAVID NEWTON Address: 3131 EAST CAMELBACK ROAD, SUITE 420 Phone: 602-707-6991 City/State/Zip. PHOENIX, AZ 85016 Cell 623-221-0424 Email dne @chtidrenslearningadv-nture.com Fax 602-707-6996 Signature: t ,"/ Date. O 3--13 -P) PROPERTY OWNER: In signing this application, I, as property owner,have full legal capacity to, and hereby do, authorize the filing of this application I understand that conditions of approval are binding and agree to be bound by those conditions,subject only to the right to object at the hearings or during the appeal periods I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc.with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name. AMERICANA COMMUNITY BANK Contact JAMES J SWIONTEK Address 10700 PRAIRIE LAKES DRIVE Phone. 952-230-9712 City/State/Zip: EDEN PRIAIRE, MN 55344-3858 Cell 612-209-8106 ; Email jlrns@arngrlcana/Iflayidial corn / Fax. Signature l s 1�� `{/GI/ ��G Date 772)7-4— This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements, A determination of completeness of the application shall be made within 15 business days of application submittal A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application PROJECT ENGINEER(if applicable) Name CEI ENGINEERING ASSOCIATES, INC Contact ALAN CATCHPOOL, PE Address: 2025 CENTRE POINTE BLVD, SUITE 210 Phone 651-452-8960 City/state/Zip, MENDOTA HEIGHTS,MN 55120 Cell 612-414-5011 Email ACATCHPOOL(cCEIENG.COM Fax: 651-452-1149 . Section 4: Notification Information Who should receive copies of staff reports? *Other Contact Information. ® Property Owner Via ® Email ® Mailed Paper Copy Name ® Applicant Via ®Email ® Mailed Paper Copy Address ® Engineer Via. ®Email 0 Mailed Paper Copy City/State/Zip: ❑ Other* Via: ❑ Email ❑ Mailed Paper Copy Email: SCANNED ENGINEERS ■ SURVEYORS ■ PLANNERS LANDSCAPE ARCHITECTS ■ ENVIRONMENTAL SCIENTISTS 2025 Centre Pointe Boulevard, Suite 210 Mendota Heights, MN 55120 (651)452-8960 Fax(651)452-1149 www ceieng corn March 20, 2015 Robert Generous, AICP, Senior Planner City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 RE: Project Narrative Children's Learning Adventure Childcare Centers NWC Highway 5 & Galpin Blvd. Chanhassen, MN. Dear SIR This letter IS to provide a project narrative for the proposed childcare development at Galpin Boulevard and Highway 5 About Children's Learning Adventure (CLA) All CLA facilities are learning environments catering to a variety of age groups. They offer programs for infant care, toddler care, preschool/Pre-K, afterschool programs and summer camp programs For the preschool/Pre-K programs and Kindergarten, CLA offers specialized play and learning classrooms that expose the children to a variety of environments paralleled to real world scenarios These specialized learning classrooms are as follows. • Imagination Island — it is a miniature city complete with shops, government offices, cafes and other community services for children to interact among each other in real world "play" environment • Laboratory Lagoon — a cutting edge science center, complete with a planetarium • Picture Paradise — a multi media room with a mock TV studio utilizing real cameras • Reading Reef— an expansive library with books for all age groups • Art Studio —where the children can express their creativity in different mediums • Indoor gym For the Afterschool and Camp programs, CLA offers enrichment specialized classrooms that are specifically designed for the school age child These classrooms are as follows • Computer Lab • Library • Theater equipped with a stage area for performances and musicals • Bowling lanes • Culinary kitchens • Indoor gym, and • Homework study area ;ITYOFCHANHASSEN RECEIVED MAR 2 0 2015 Providing Consolidated Land Development Services CHANHASSENPLANNINQDEPT CALIFORNIA ■ TEXAS ■ ARKANSAS ■ MINNESOTA ■ GEORGIA r PENNSYLVANIA SCANNED CLA offers an outdoor playground environment with challenges designed for each age group. In addition to the age appropriate playground areas, there are additional outdoor amenities • Nature's Nook— an outdoor garden area for children to grow local herbs, vegetables and annuals/perennials plants • Miniature tennis court • Miniature basketball court • Miniature kickball court • Miniature soccer field How CLA Operates Each internal CLA facility is broken down into three main areas • Home Rooms / Pre-School , • After-School, and • Extra-Curricular (Children from the Home Rooms are rotated through these classrooms during the day for extra- curricular activities ) CLA's hours of operation are from 6 30 am to 6 30 pm, Monday through Friday They are closed nights and weekends CLA does not rent their centers nor allows other events (I e no weekend receptions, parties, etc ) As far as capacity for their facilities, the Fire Departments "Maximum Occupancy" will be much greater than the State's "Licensed Capacity" which will be greater than Enrollment Unlike an elementary school (where all of the students arrive exactly 8.00 a m and leave exactly at 2 30 pm ), our enrollment is spread over. • 5-Days per week full time, • 3-Days per week full time, • 2-Days per week full time, • 5-Days per week part time, • 3-Days per week part time, and • 2-Days per week part time CLA's Drop off and Pick Up Procedures. Generally speaking, people tend to automatically predispose the same issues related to traffic, parking and queuing that one associates with an elementary school, that is, the floodgates open for 15-20 minutes twice a day at exactly 8 00 a m and 2 30 pm That is not the case While traffic flow surrounding each site can be affected differently, CLA's process for drop off and pick up is a key component to its overall methodology for security and safety The typical center's peak hours for drop-off are spread out over three main time frames • 6.30 a m to 9 30 a m represents the primary/peak drop-off hours, • 11.00 a m to 1 00 p m represents a secondary period of pick-up/drop-off for half-day students, and • 3 30 p m to 6 30 p m represents the primary/peak pick-up hours for full-day students CLA's policy and standard procedure, is that all parents are required to park their vehicles and enter the center with their children by utilizing the fingerprint entry scanner at the main entry of the center Then, the parents are required to sign in at the front desk and walk their children to their classrooms. Once the parents are ready to exit the center, they must sign out at the front desk. This process usually takes about 5-7 minutes The doors closest to the entry are the accessible parking spaces in the amount required by code The next-closest parking spaces are designated for families caring infants Traffic Impact Study. Per the TIS completed by Wenck Associates, Inc dated January 8, 2015, the following conclusions were drawn. • Traffic generated by the proposed project does not change the level of service of any movement to an unacceptable level during either peak hour No improvements are needed at the intersections analyzed to accommodate the proposed project • The proposed right turn access on Galpin Blvd will result in increases to the northbound u-turn volume at Galpin Blvd/W 78th Street As shown in the level of service analysis, the increase in u-turns does not impact the left turn level of service The increase in u- turns does not significantly impact the intersection operations • Traffic observations during the a m and p m peak hours indicate that adequate space is available between T H 5 an the proposed right turn access We do not anticipate vehicle queuing impacts at this location. • The project trips have minimal impact on the overall traffic operations No improvements are needed to the surrounding street systems to accommodate the proposed project The proposed right turn access on Galpin Blvd provides a secondary access for the site, resulting in greater dispersion of traffic onto the surrounding roadway system Carver County has agreed to allow the Galpin Blvd access as a right-in/right-out only meeting County design requirements Future Development• Per the CLA site plan dated (3-20-15), a specific use for the north open space on the 7 88 acre site south of 78th Street has not been designed CLA is currently reviewing options for an appropriate use and will apply for a Conditional Use Permit in the future, which will conform to all zoning requirements The 6 09 acre parcel North of 78th Street will remain undeveloped Signage. Per the CLA signage plan dated (3-19-15), no signage is proposed for the rear or 78th Street side which faces the neighborhood All signage has been placed on the T.H 5 frontage and sides, which are appropriate to the scale and architecture of the building Should you have any questions or comments please feel free to give me call Sincerely, CEI Engineering associates, INC Alan Catchpool, PE MN Branch Mgr 9 ri 14 _1 \, ..,. . . . .... _ .. .. to... .. ...,.... . , .. . . . - ,i'.':::,.,•-:::",.. .- . .. .. ... .. . 3',... '; -.: -.„ i • :40 ., L. ...: ....._ - . . ,. . - .- .. t , .._ . , • n .' . . % 2L 222, 1.12—2.2' • 11, 72„.,,,' IV . -L 2 . - . . , ., , . Z '• ' ' "'ANIL "s in Z g , ... .. .. . .. . .... .. -- . cL o e...,..11 . . .. „ = 5 . . -'...4 i'.• - '..:. , - . , . . .'.4.'' '' 'tm.,i-r.•**..' z '' .. . . At..4.;',..;' Ct. 1 , c_)) - ••40‘ ., „,.. ,:,.....,.,:• .,,. , , ,`i'..i.', :•,.."A. ir•• .t‘ , ,'6 4 • .., 17146;: ' ' '- ''''.-6. •' '..1',-!......'!' ,Thr,t,.. • -'..''.:•:- '.,".. ... ''.. • •',‘A,..,.- ;.,• ' . - -, • -.4.;;-•••.,-,•-.? ' . ...'•• .‘, - •r.r.' - ... s . ...„., WA.. . . . Ve 0 Y 0.tp (I) 'ecp, 4 -.......-4r • 1 i U. . _ _. .... • x \ vK LEGAL DESCRIPTION �� X $, �I 1\ Pared A `S That part of the Southea.t Quarter of the Southwest Quarter of Section 10.Township 116. / _ Range 23 and the Northwest Quarter of are Northwest puerto of Section 1a Township 116. r �'�I I/ -OF WT 1' CORNER SOUTH \ Rage 23,Carver County YFnepta,de.vb.d as f080e. 4? I r OF SEC 10,1116,R.23 \`\ B. no67g of the Southwest earner of said Section 10.Orono an courant bearing of North 1 '0 , '-F h,H_ _^ a.gr«56 mNutp 40 secads West dpq tin bleat II«o!odd atr,a abtana • ,RM-95J.6T of 1,023.08 fest,to a point an odd Wert IM distant 1.66.98 feet Saute of the West Quarter I.i ,UNABLE To ACCESS -, 7777 f odd Seetbn is these.South 79 dsgrwp 32 mkxrtes 20.•condo E«t.a Mtmp of t'„x - 11Mna South 78 degrees South ed.degrees 32 •ander 20 seeando Lost,a As1anee or 100.40 fest ut 32 minutes 20 meander East,a distance of 194.14 fest:thence South _ °, EEF�, 74 degrees 32 minutes 20.seared.Eat a dW of 150.00 feet thence Seth 47 dearer ..-11!.....'7--.'' 1.. 17 minutes 20 seconds Last dietahu of 75.43 feet:tante North 62 degrees 42 minutes 40 s S 7 00*105•11ff000R0 a MARLEN0 BENTZ second.East,a dbtahce of 7498 soon;thenceSouth 58 degrees 17 minutes 20 wands Eat, _ e' '.,'- I " ° ?' ' IV I. iY 0 �.; a go'E 794.14 su.XS,� 7Sal5 hea'f sa:Sooth degree.S S'4179=407..aon4rw2t,*aerir,0E.ofo820.19 rd..tof ON II. -'-= - % '1 1 , 'r � UN 'LATiLD �.HWooldng.ofd line degrease _ way Hghway 5r theme North 63 54 minutes 50 i�4a�. s7.3.277-1621,2737�- West deg sold Northerlyright of way, diaconal of 33.09 feet;thence south Ss $, \$ x ��max 1 / �,`? • a North 65 dorms 54 minutes 5o pseoond.West along Northerly right of way.o monde 9 y right way,a distance of 15695 l'•x,/ - WEST LINE r SWI 4 \/ b % S.- i ' 'tett 1 d. of 51622 feet to the West Ree of tin NorMwt Pmts of Section 15,Tore?hlp 113, I I / �1; A mss--- 'td r 11C = r'/\ d' Lane.Nath 1 d.grp 37 minutes 50..•ones west and sold west Inn.of the i sE0.10.T.713,R. / -- .., �� x 9 ;'� �,� x 9ie � - met Quarter a abtana of 0.12 fat to as ��,pC,,��c 4, ^y =95 7.! point of begMM¢ I 49"" / "°"`L r�/,- 'S-Z"-- -- -424} • r�5 / 1 \... a4,, Ion Northwestern,6 of that poOF Narehept«q rpht-of-roy !of Pored 216 as t4 • 915P/ oma . '` ,e` on MINNESOTA t1EPAR1YENr of 1RMASPORTATION RIl7HT Oi wAr PLAT Na 10- F I / __ 4EtEV.-9,9.1J ; �_ '�,ll f qt, a.Document No.265755 ark d amended on MINNESOTA DEPARTMENT OF�' SCALE 9/NCH= 60 FEET GENERAL NOTES dx I '`s:, c �J /' I f ° 4 + "_( .ez__ _- _9eoe'�`�'14.-Mi4tirt N eg{y4o E wv- sl .. °TAr10N RICHT OF WAY PLAT Na 10-14,recorded d Document No.279656 described i 118 used b maimed aret7 \ !ice° \.x^ ' \ t,c I \ _-J� `"°'- -_ -t�� 4 1\S¢..�� /�I a • feet bearing maim a \ ,v $'x x $ \ \\ \ $ //�- q'`Y'�:I 5 l'''. n / s�x„e. 2 The location of the underground utlRic.Mown hereon,n any,w etc only. $`; 'x 'r x by •''x )k it44� e/ '' "^ -7,....-----__ _-_-...,„--&l -�' ' 'S ''4►, 42• ; I e the Southwest corm of.de Sector,to 8,.+d d d caromed bearing of wS- 0.s i a}` f 4,x sr, ,€d , 'Yes. , x , ) * j / k\\ ° �,e•. ., .. S '�`)n F Section dear«se minutes 40.pone.W«L danq a.w.ri n«f-to intSoutaneof sa Guar el of PURSUANT 70 YSA 2160 COITTACT COPPER STATE ONE CALL AT(612)454-0002 PRIOR TO \o� \ F \___ x• 4p / / ////�^^ / / �a57 �Po8`� .`' _ 03\ lwjr a ;: ♦ sora a 10.a diatom of 6 1.10 rpt, d a partake 0.Nor 7 degrees a pia Parcel 218 ANY EXCAVATION. \ S=\ x4'8 ,, I //N./.7%1/1///111 / ///" 7_ . 4 aper�+�,.. .:� ~ - ,..al:l' 4,, ,mea an to point of armee of 71 rn•to to a..ae theme North 47 are- to thaw 18 R / //// r \`�4r '�J7i'a 'i�'' sptb Earl a Altana or 17614 rest to an any. rf.l. Point of amain. a Snb)pt proprty Y ldenti6.d a h'Zoe a Ares o/uMMw Fl an Floed \ 't -- \ t'!\ I s; / ,t�'^ // / ,iW b▪ �� 4h a 4., Nara 47 Alt point M war t-of-way 6rIK thaws Mvme.Rab Yap carwx„ny-Paw Ne..27065700nw..Rptn.aa.aaly •167s. \ 41' 5. • xoss- <� ' •x 4�i / / ///P;.- 9, ,!• , 'Si!'I /'''''"<..., � �..�x��� \ i. �f.' s k.s x ,....'a d.gr«.to minutes 19.pond.East o w 227t to a \ / I / (/ �a' 4'\ b5 1:4 \`c4 y�j M said right-of-way r,.,thence Ent.n)a lama.86260 bet deg a non-tangential 8arm \` I v / • 0.'2, >Xg \ / _./ � ,yr' , 7,7 . 4 dean*to 1M South having a radius of 63104 fest and a central angle of 59 degree.Se 4.Sits area-e04,913 equate feet.13.667 acres. \$ 1 \ \ /gam ,.{+ sly E' % �-`•- mistp 14 second.and Mord of 63278 het which boas Nmih 77 17REVISIONS \; ' _ C _ N „ .; e�_ ti ITEx _ d Ye I / 7 miwtp 27 30 0.0 Earl tom angle point M sold right-of-roy Mr,thence North 56 degree. Date. 6 Thre ano told o!0 sVged parking staid an said proprty,of which then are 0 I \•G ><.ti e.4 I\ ° p\ - �.- x..., 40 / -. / �mM*oo>�f-Eat,met enc•N rg.ad�wa 133 mNut.l104.2..cc Fest d5 feet,to an angle d..ipnaled es Amakxq 1 \x' %\\ ��\ `' /' r./..,,%., tr °B"'s. \\ \,tetg�$+„� a\ x ° !, r•^' C :L °4 t M sold e.a INo ape Nara et along 2 y {i7 l ,/._, 4r^� /2e/ts odd utility Info. 0.Ad.Red measurements matched recorded dimensions within the precision requirements of O \ !'�, _0 / / r' x x4r° -•:-....--,-s•:,,,,--....---�"k\ s 9._ ed6 right-ohroy IM.,a Obtmcs o/116.13 het and sold IM Man terminating. ALTA ACSY lntatkm. �t+. 1 !'\f6�t\ \ ""4... -�a6.- 4j. //.,,_,Iii,,,,, x ''4,^ 4b, x,.... \ /�.$ I 9x_ . 7 ...e..-e. ,j �I / '-°iia',- 3.30 / ep6c ./ '° \ \ • /` e. / V.44,1 \ 07 , ]g!'"/,Ipe2.`-9a f pe ,-,.-'<' \ 41 rl/8/ '7 c.BANO 4 ',C I \I 'Y / :. •' /71 Wv. y991 / // \ 6t \ I // �1 7 This survey war mad.on the ground and in ace rdonce with the Minimum Standard L I 1 xs \ / ez / / - 11, 4„r J/' /7.6 I `k'I .11',,71`.._ /�, ''a°• ,q\\:. k• ,'t. BGG,=9ap.3� Pond ee Data Requirements for Land 1Me Aw*1s a adopted by ALTA and ACSY I , / / / -tq'+\ �. ' ° $' '9.v-'x It T• 1 off'nauv.-960.] �+I I i \,a / // /1i5/-4`,.-.,-24":",„ F &°/ • , - - / *^ ) ID I b :\•... 0 ` I That pat of the Southwest Quotes of the Southwest Quarter of section 10.Township 116, 0.Mtra thio sur*y 1 ha*retied upon as rppa Ine.g d.eamena and the -- ---- I r �, `s //,,,x1('/ / / / f a":, N-74 " . 9867 = _ 3r\ ;xi- oil I 4r „R. Rmq 23 and the Northwest Quarter of the Nothweet Quarter of Section 15,Township 116, .rbethgr dot,of November 3,2014 and bearing ic^R. unarDthr 36349 Fist' a«nntd. r1gl• ' 1 I sL / IR/ l l l/ .'rte'ery •_ ist s- - _ ?- ` A�r 're,x� /, ,s•s vp-av,.SR X Minnesota described as fake= / �/ / `.,, =y n-!J 1 ) ! a.9.23.Carver Count E16 s Tai I , / / -_ - -3-� ....r:', BepinMq at the Southwest comer of sold Section 1a thence m an a..wned baying of Nora 1 0.There b no dervobM evidence et cemeteries M the fad or of retard. S I {p1.t1t, FEES' 1 - - / 7+/ x» 55 minuted 40 snood.West the West IM or mid Southwest Quarter a dblanee O I S tNT tl :NORTH�' / �'// Y' 4 +,, ,,- / .. degree along I Sid CORNER OF �, // r s 4tr 4° of 1.02108 feet,to a point m odd Wert lie distant 1e66ee bet South of the Wert Duster 10.The sarvecor was not provided with zoning information by the insurer pvwant to Table I p ,f lc 11 J I q T SEC.10,1 116,R.2J xd' "le / ! .f�<�pe•« + h, 7:_ ^F � +°,y f', ,w r corner of odd Section Ilk thence South 79 degree.32 minutes 20 wonder East a distance of A Item 6o a eb. - g J ALSO T ) /{/ s 44 4 y' , - y 177.77 feet thence South ed.degrees 32 minutes 20.prod.Etat,a dstance of 100.40 bet 11 Tow M no vital.did* .Ndance o/•van movie work,WHOM unetnctbn a tz 1 l �tLY RrSW LRE , / r «x i ' 63,x t-6 . -y. LZ:X. .fi tr;.` thence south 76 degrees 32 minutes 20 second.East,a distance of 194.14 feet thence south proms 9 9 \y,' F] , x'iay R PARCEL 216 4. ., 1-., ''4...._ �\ �tyaL tr "0 4 74 Mgr.p 32 mMutw 20 sexrMs Eat a Astmu of 1'A.00 bH;lhmd sous 47 degrees boll addWens wNhM rept mantha •1� j'xP.••! ! i, 'iI �( f i+ r��AV d'+ .@, ',A. ,0 6 ,,, y 4J 4.Y 'k/ /°F 5ua Y.1�mMair 2D peanM Eam,a alien•.or 76ss feet;ape Nartn e2 d.gr{2 mMules a FS` G fin x3, STORY NR '�•x 4y Y•',P [/ /i'..• • - > _ 7xpe+�EPV �'' _ - s dpi r:/,, / i ° .,�' gu=9eranM Eget,a dittoes of 74.96 bet ape Sous Se 17 minutes L 20 mama E 12 There le no observable.Meru=.of recent street a Sawa*construction or repairs. I / ,, "k u•set.55 i /P/r /�i r. . %,.. > t �' •^ y� 6 ,` '�°' 6w ,Y ava7Mlmce of 84.58 feet thence South IN degree.17 minutes second.East,a distance of 13 There b no viable did* d..lama.of the ante being used a 0 mad wet. / it 241 NE ev sSSWO N , / xl'%' / _ new '.:.� +. 4r �f cep _ - / \ �' 163.T5 feet three.South 18 degrees 17 minutes 40.pond.west 85 distance of•20.19 fest JT , 24 SW et-951W •� r/ / - �' 4' cep W • to the Northerly right of Me of Trunk Hdegrees 54 minutes 50 ground 9I a$r, / Q ^6 '�M� _ 7- •- -.e.1:1�'-i d ° / / '• roes WwY 5: . North10 rwnp.lump or prenaris lanai. _ ■` 1 z, 22_x /"/i / y -� r "b 1. s? N. dI hereby certify that this survey, Ian or rs,7 r /O0.V.-951.n0 4'� /'/ 4, : QQ 00 . - , ares Q,•r... - 4j / ' 111E•"'ues.Y- 4r •same.west along.and Nar,d.'Wert mane of way,o dblaha of t of 4.t:theme Sof 156 Y Y Y,D x4fl `'G // 4 \ 9_.__- eR) ,,75'4,, roes *'e + �' � - 5 eases nc minutes 55 6�minute.- pin Northerly tght of wad a distance of t56o5 directeport was prepared by that or under my re rded w«ll A r party.olds Tow w pe party wall.to Ne It the client orby rd 4% , �D 4/ ti° a �i ioti .a l� het thence Nara ss•.grid 54 miwtp 50.loaner w..t d .de NatnMway,a zLosfon and I under a duly retarded Fortis Wel b on rb}et property purpant to d,h A nem t0c 3Y sx `_ / u-Wg3. �y�+j II 'er y. - 7.:.-/'' S INV.-958.k oq Y mgt:of w Agreements OWNER'AMELIA I I rSSY .1. ;,>e..., •$" . \z/ 1��+ ANENr `I^,' i��>✓ ' iS Thre w no NobleRA I • "` r 'x�PFF M ORArNA + `�x � d.¢.. 9 Registered Land Surveyor the Iowa marking.denoting wetlands a delineated byauthorities. CHUMU 1 `rs9''4,:"1/ ��,` zl w.v. 5 Ramdisp or 518.22 eta the Wet minutes 50.owner West dmne of the Northwood Qua-ter !said WerSection t line /lg. appropriate ou / .. ,lido/ � S )� s 31y NOOT ROW y� 'III� .k* F • / � ` Noltnof the State of Minnesota 16 M utftb serving lb.ethicist property antes mtl esR the sub)pl property through �s� /'/t / 1 / ' e'.› /•1,'A.. 4 ` \ 1 l .-es.y 'w No. y r \ - a. It 4,'f l west 0uat.r.o artand of a.12 betprtooprl tin point of beginning! ) public right.of way or though easement,emetically dedicated to each utility'.use. THOMAS 1 s. ' ` I •/►.. \\1 \ \ z,a'Nv• • x Asx P.l� /411i d *i'L .meg \ , . - - '4.«s'i� 2 a. DEPARTMENT of 3, / /. t \ $ ek% ',loi y A ik S.S.\ _ -p,_- =Err Mat part of to above ae.cr6ed y Mid,Res NortnweetM of that particular OWNER N I .t L / / .., are.. J'"'"° \ 4• I E x `' Y(1s / 1 Y LOM Y 15•nNv.-yya.gderaeptat -oflie of Pared 16, shown m MINNESOTA 6 NESE I , / // ,• 4, , \) 1 \ �/ \. x td \ 77 xa x 4 ed. ~, 0•;: i r'. ` 4y \ TRMAWd an MINNESOTA ESOT D WAY PLAT F 70-08, TATIOed IG T OF WAY No.PL 265755 and a be Extreme.snow and ice caw o/abject survey area may souse seme krrprevwmrlt.to ERtIST a. Iq1/xd 1...7e• / \�}. 'S`'S'i/i? \ 1 \\ 1 \ I / �� / 9 4• ; /_ yEt•ry .k•-•.• w� amended m IeNNESDTA DEPAR1itEwT OF TRANSPORTATION RICHT OF WAY PLAT N0.10-14, o nae vision►t time of sursy. C.B. Jj 4 , / 4, a, ./ I4r recorded a Document Na 279656 described a fonds / S. RI.-960.39-r ` , `tin/ le r4 ° i m. /i,•ci1 '•� ,'I 1 \ j,c l 16 OPEN,721 s x(5; \ .`¢L,� Thomas CC Hodorff, LS'/ HLJ[SW-MY- I- `4 / / �r/�ji 4" 1 1 11 ''�`4g1 MNDOT w PLa,60 t g - �• A \�` Commencing at to southwest corner of said sedum 10;thence m w r -- �9E ay.-956.5 •� 1 1+,I 1 Nd. 4`„,,,;‘,,,,*x ( ` W0. f 4' i^g be0t^g as I 1 , LI 1 1 1$" 1 1 1 \ I .+.,kms 2 '3` ,( �'�Y, a , �4•0 Nath t Minnesota Reg No. 23677 '" t\` ` `"Aryl 1 \ .A 5 degree 36 minutes 40 opener west aroma are wart line !Fre M nW 216 j/\z; / „ rL�/'' 1 I x4p .LEr. . xd '1 xa 4 $ BBa966.n sold sacks,to a distance of 401.19 feet,to a portkua AIM-p9.T0. i/ Ixtr, 1 1 1 I :,i .v.-959.7 and a.paint et of the me to W deserted;thence Nag,47 to minutes to INV-957.2 j, 1 ,. / '6i, 1 4:,I I I I p 1 x4i Lyes.''.•\`` � 4 t•; �\ Eat beginni• degree. / 9'/ t I ''''''''',N,' 4 /4 � sexed. a distance of 175.14 feel,to an m VICINITY MAP owdER GERALD I 1G l4 +E,.t r':./ri . I x t, r 1 i. I , 1 \ z: glib paint M sold right-of-waythane Date r zee zms /1 ," 'n 44 1 °'t 111 } 1 1 )�t• N. ., ° yC 4i,°'9, "I .k' 4, met 966.m Nara 47 degrw 15 Yates 19 pconM Eoet a distance or 2271 fest to a t of curvature e : • '/ 7 /,),„:‘,10,..4,,. •b,.yam J le,,‘:r�I I 1 1 S I i �s `ss sic s R $10. . ` "t' .•Pvc w INv.-9eu teeth tglnt-or-ley minute. ih«nd EdtM o di.kmd or 6e2eo het deng a nm-tangential WOLFE_ ,,/�. �, 's,�f1 ' // Qyx_zl FE� I 'f I I I til 1 I 1%,x 1 �• "ice t'c k+ �.• • 9k� atm sand*to the South a of 633.04 fat ma a centra _ ,,,c,• / q + I 4i 5° a -/�. ;11/ A ``' 4:, 1a lCltr of ACCESS haring angle of 59 degrees _ r .0` Ettv.He55.,5 I 1 4 58 minutes 14 paced.and a Mad of 63276 feet which bow North 77 degree.17 "� 1�.* / ✓�/ 1 1 1 1 1 1 1 •t'x Bo's 'ft'.` s•4 4 trx t y :r`_ MNDOT ROW hOst'g 56 degrees Q6 r/ 4 /10. ! !'•' , d I r1 1 I I I 1 t4/ . /i c, '. 4„ T No.10-14 / /r i minutes 27 emend.Eat tom t M sold right-of-way line,thence Nora PT 1i2' / / � I f I �•"r • N0.279658 16 minutes 30 second.East, tangent to said curse a distance of 114.2a feet to m mid* w�NFY s� .14,/,,,./:' I kF� 1 1 ?; 1 \ ( $x p • (i5 ex rHi, .s,.?; point M said right-of-way lino thence Nara 22 dogmas 13 minutes 10 second.East along ALTA LAND TITLE SURVEY g*r / f , t[.x x4y,/I a / I I I+ 1 I I 1} \I \ \ ii f `-are . {, 41 ..$7 y odd tat-ofline,a drama of 11613 feet d sold IMe there trminatM¢ a` aY tr+6`�a• • yt6,9 . irey,°x ) 1 I *y. ) s 4,x ,x (' \ :._./1'.‘,44.! 11111i / • e,� �. i --_�Q x4tr @r, 'k ,tA' \ Y 8 1 1 \ 1 w+" `,` .s+F�.:a I Kt• Arra ExcEPr sold Pard zit. WITH • ., ter / tau-96859 /C % 6\ 1 \ 1 /x \ 1 t4/ to°. x ' yL. i/ �� p S. / `�t / t,�'x tr 2z NE wv-iss:o `` %,.1%/1111r47...;', TOPOGRAPHY '\ °x7 t\9,)/s:, x\ \ Ili \ 1 $ I 1 I xl !x A, y t'` s Comer ComtX Minnesota > / �' 4}' a %�/n9"t1�k -w szy, ,8/1".',;.�9 fA x//*1 11 11 1 11�y( + 1 Fs I , % A, ` x 4 t J ..*i / Abstract Property /'' "--\ ie56- 41"/1 d �" R / /max J x F 1 +` S + t> <, x .X.' . 'I / i /f•,: �.,x \` ( of..x '\4r tr BUIL It G N ITV'V"• y'Q' \'� "1` . \ - / NOTES CORRESPONDING TO SCHEDULE B For. W. ST. r I \ \ / /I S. I /\ r '1/ I x4y I .. " •On. A+i��s�' ifs-A/.. \/ I%96Bi0/ ©Ea.ment for Smirk trmwlrim and distribution Pusan.. M Meer of Northern Stave Payne \ .zm9 IDS of•x x \�' " ^\/ ,b \ \ ,y ' 7 i I \ \x4,, \ \ x r A c wnpmX a Minnesota corporation,IN saeeapw and oppa,u created M document doted October t3, ♦ �\ 9'4` �` ,f'r y/ '�¢y �y I „ t:4 a-{``e' ,t.-..:,,,xry '/r��r��' / 1953,feed January 22 1954,a Document No.awes M Book 57 of Deed..P 296. AFFECTS C•' ° ''C. 'ee \ \\' x" J /2 p7. x. / / T i 1 \I 1 \ trx\y 7 .r p ;21' ..x ' �A. a .� PROPERTY,As SHOWN ON SURVEY) w� ( CHILDREN'S LEARNING NOT 70 SCALE " ,a„.x ` :'".I/- >- �\ .'93' I / 1 I._ `�14.� 6e. y;J1� 't 7'T < >x 't4 / I ,4 ` xy} / ) I 1 • r; .p� a '6/ Named a shown by Apgxnent aM Assumption of Easements dated Novembr 30,2000,,red January ADVENTURE CHILDCARE \\ •x/ 9, f 9 ,y� z 2001 a Document Na A281203. .,..9 '4, k \\,., .0.\ 4h, • /\ _. 4 // !,i) / / / tr,/ / '°x / ,1).....4,'"';x‘ x•��r2- `''Oc R. •�'qs�' �A o e • \ ares 47' '..,:),:f...1 Y / / 4.../ / k 1a Tema and conation.of Resowtkn Ab44.km tea /46.6%-.14'‘11^ / \1 'N 4, JP' = /N.. I f /i x�t ,px e 'c(�- ` Je951 0g asap Anwn.t 2s.1962,mea November t2. .- ,T-. , ,d+ / / %�'�4,,/ 7 pt,, /` 4,,x 1 ,f•' IA I M R +,.k ` J / 19.2 a Document Na 57016.(NON-SURVEY PATTER) = • . aP- x ter -968 /4eM1 I Y / / / • ' \ 1`y, .rte • z l _y� /4y I Ort I kr 4 / x,w/ 4 i� '4 4 Eesernmt for electric transmission m0 distribution PWp�M taws of Northern States Parer ,t\1 11 _ 'I �>�4Y P -'9E-�,,g��.� �'�`a'�/ \ e/ t•� \/ x a MMnemte corporation,Its successors and mg,.,a treated M document dated December 20. 1 \1\ '3 8 �c� $'x v `�'"'}\ 4 / W •- 2000.Med armory 6 2001 a Document No.nava, including but not limited to the right to enter >1 1 1 „•" i' +`�r� dee '' / •, , ,e. 'S\r (x.,ar 7 x1,e .m upon the land and to ramp*my structure,tree or object which Interferes with sold tronemWicn IMea. LEGEND roe id I'1p4 1?I I ,z° 4 g F'q e , SITE: ELEV.-949.91-idle- '° x + s2�.a,_ 4,, t / n�t. aP °x I x \S g x / / um., s ' %'�'0G I/ , (AFFECTS SUMOe. /• tEasemanh for ed purpose.,M favor of the State of Minnesota created by Amended Mal 1;;;�;;;;;:;�;;;;;:;�;;;;;;;;;;;:�;:{ Concrete .111111-.. ,,/(S2r l tr, ♦ 4/x 'Iy- ° +Y y f� / at •= Ag;;J{,r 41_. `,� µ / Meats a to Pond 216 dated June 24,2010,Med July 19.2010,a Document No.A52208t The Concrete Curb �4 P0B 0.L L0E �I I 'L ,„,,-;:x".Xry7PV- -iP x\ / /x A. , 7Y* BTW' // A' rainage.ammo-are depicted a Pared 215 on Minnesota Department of(AFFECTS tatkn Right of Way - - - . Force - EASEY II. rill +v I/' 4t' / IP / 4r \\• / -4,-_ 1. ° y •d,���/l ' m / .I`_16 RIGH OF ACCESS PER Plat Numbered 10-14,Med December 19,2000,as Document No.279656.(AFFECTS PROPERTY AS SHOWN ao6.( y . 4 II /° 4l 1 r .� / bo .J UN r2Row6�Pu7 N0.10-14 ON SURVEY) 7750 GALPIN BOULEVARD Overhead Electric I ,. / _ 4 J ,x-- /* )'xx\ x xNo tgp0j. ---- Underground Electric -.�J1111 , 6.... / `;%, �.. k}, �,, A(, fir I y1,,--' a•4 '°x/ +••"` / Partially assigned W the Cites of Chmhapm by an Claim Deed dated November 13,2013,Mad December CHANHASSEN MINNESOTA --- Underground Telephone 1111j1\ < x+�. t is ,/ y/+^' x // '��\ eOr(�'� 'W,�+ .,x ( / r / 13,2013,d Document Pio.A566386. -.-.-- Water III\ ►�(• --_ Fes•('• ,S '. - X966 .0. "'vr ry111.. z1. °° / is $4- mu=a53e --o- - Gas NEST UNE OF SW 1/4 8P f>( \ / �'\�`,$,x a r-_,-, q i ,�sy J� •Q! . -+ -,�`° 12.5 u 962.5 PDocument N.459043Cawr County by Quitclaim Deed dated November iJ,2013,Ned February 4.2014.a Sanitary Sewer SEG 10.T.116 R.23 e f r 1,--...,,_.,r1 - R ht of Access \11 .&' ' ' ' I'y- ��` ay., M �i�,� fie,/00th ''7"8.8,22.T' "'�\ •i/ .:•1 2./ ".o. CARVER COUNTY 0 O war tg ''''4,k.%\ I i °' x1� ':k tat de.7t,C' y�• '�I' 'W` •\ x // // �i- 76 Aeeep restrictions contain M Amended Fled Certificate a to Parcel 216 doted Jun.24. core fled Electric Metes �Ar KI Vr�wr,R\ �j` .1.4.3..,,,,- .." ax -^F,. x N0 • Case, ' \ nc 1' �x/ •, - / Y 19 2010,u Document No.A522056.M Quit demo Deed doted November/3,2013,Med December 13, E Electric Box SW CORNER OF SW 1/4 YA0E�Ey'.A� 4.4.•4`-• •esu, a�' _;64 4 Av., ' - \�„6 ,, �•-a.,' sec N•Lr RRRbbbWWW OF 7RlINK 2013,a Document Na 4568386,and M OuRdetn Deed dated November 13,2013,Md February 4,2014, Xemsx. 2 �Y W)' / a Document Na A590,31 The acmes contra.are deedpkted a Pared 216 an Minnesota artment of SEC.10,TAM R I. _• , . ..,,, • • 9-�� •, 80353- 4f > Numbered Mat Dep O EIecWC Monhole �� • ., r`�- 7 �' ifif '- HIf9r Y N0.5 PER DESCRIPTION 0 Powr Pole F�4% °_ T • ``� i ,4 i g - _ •� 54T: 2 ,^ Le"1-ir xP r,6 ' = �� n`\,Ir� ? _ � (AFFETran�fCT6 PROPERtt A5atke1 Right of�910WN ON SURyEY)0-14. December 19.2000.u Document No.279856 ® UnknowHydrant Manhole WEST LINE OF NW 1/4 of NW 1/!r-- d� -g • - "-k T N0•10-1 S g4`�� -• _ \ .._,....01,1''',..: •i' l -1,,`,,,-/;-'7e _ • _- - oF SEC.15,T116,R•gOA� tr=_P-_,S, * --- \ N ess4 -ff TI:P°�`...t• I x1b° .. , ,et q ,1`,n .,s hyi_566 - e Cate Vd* p - -x y 31.A-- ,4121d x47 7, t/° `4.. n, / r ¢ wv.-96,.n 0 CatchbasM _-� --6;.'--26.1.-.1.-- �P96Y� - iqe� -'.'"'"%"'"- 4,r 1 __ -o- --e.. '� -rt. ® Cotchboain - ---zi As 1$ t%"'"-�- PoGHTOF ,&_ ~41-°----7,'"_.__--S,,../ ht -_ ® LHARRY S JOHNSON CO,INC ® AY Conditioning Unit 4D '.:\,t, '',� •p, , -. .. '•' �9er ---xe--t,, q, 466O.N.,0658.4•T-N0.10_14 '1'-• , - i e .,.804 �1m.. .3.-5 -•�-u ® Light Pole V ° oBe.,Na.�,i965e9 + ; tr-x4-� k� I - LAND SURVEYORS Gas Metes i '6 <e a x4, r-_A 1 gib NIFt 4 •I�a .n N V.-9810.• (D Telephone Manhole (PUBLIC RICHT CF WAY) SH6.9 i'4., W SEC.41J5.T R. ,�y, '• ., •r-•++'- - m Telephone Box ' NOR01 UNE OF NR 1 4 OF Nw 1 4 `�6'=063.30 1 &LUMINOUS\'' %°t. 'o .y, / 46' t'g ` •r - 9063 Lyndale Avenue South 9 Water Manhole at' °b Bloomington,MN 55437 ® Sanitary Manhole ; '6/ C Tele 952 884 5341 Fax 952 884 5344 G Stomp Monhole I . -----906---�- Existing Contour • / g A0000&9dl X 851.270 Existing Spot Elevation Gutter 1 \iJ I , , I www.heisurveyors.com X 934.3 Existing Spot Elevation v r\ I r 1 7 r V Y .. BITUMINOUS: n 1 :.:::.,I-. / ` `Rn-965.64 60 30 0 60 12o loo I I ‘I k../. 0/ 9.x-96,'4 STATEMENT OF POTENTIAL ENCROACHMENTS "le No 12 N I EWV.-961.2 m s 641 1-3-8361T .1 There are no viable above ground encroachments Over or across any property Innes of subject property. rep. SCALE IN FEET i `"°CT 2 D1Numbs T`""k" 2014531 I 1 sA>"o1 OF 1 TA•C cCb' ®RAS N�'\ PIp=aM®® RE1 ``.. (rrPsioRM„� BEFORE y /�f� 60Ou Tl 8312"38" ..7 /lj"�J (t Pl®* l,,,s v, ��, CATCH ®®:2811 ;ai( '1 ��� /--�--- ' mal \isi FY ®®ASN . JAZ 1�~ % ��� %IPER't �' ����p2 �W N / ` J ��`f -•., DI'uMiNOUS� FS V, J'kc,,, y D 30 45 6U /r/ n®ITvEE • ®DUMPED j 4. 04 `TRAIL Ofq ONE cP�`' Ii. MATERIAL ����. TH'EES® \ SCALE IN FEET �j %� \i EXISTING STGP. *_ -•v I1; �s' ®®rYP)R `3 ®®{'j A. r '1.441, s TIy� �,�,( \ 1'�/� ®PIPE � .. ,�� Lc-, ✓, 0 e" Pi ORM PROPERTY MONUMENT UHYDRANT NKNOWN MANHOLE Vii. I CURB& �I' �t/�/y TURBB CONCRETE CURB CATCHBASW A CONCRETE .- GATE VALVE ®GUTTER 50 LF `•!r' ®G ICER FENCE/ : CATCHBASIN .REFS l- ,144.,•_ iy. �� OVERHEAD ELECTRIC LIGHT POLE ``` UNDERGROUND ELECTRIC GAS METER • 0Iryp)/ 7u.••-• / � ', ; * V� �� I UNDERGROUND TELEPHONE TELEPHONE MANHOLE / ` 10 GAS' WATER TELEPHONE BOX �� ��+`�/!.;.� % :NE® GAS WATER MANHOLE �. 4I(�:.0. `// SANITARY SEWER _ SANITARY MANHOLE NyA r •A ..0.4* RIGHT OF ACCESS STORM MANHOLE ��• PAVEMENT pJ w4# ELECTRIC METER - - EX CONTOUR /TX/"\/ ' •StCl:v�f�lL//��`(\]�'jj A', ® /,���0•" : ELECTRIC BOX EX SPOT ELEV GUTTER /�G� \J\=/VPW=,L\ // l�V^ `,r�I"��:% / (I.S��I� / ELECTRIC MANHOLE EX SPOT ELEV ^ Y \ _ � j' ^�� "<jlFi ,�l POWER POLE / Cly\ (^� =�SifS1iAPPs //. \\ ® * ✓ 'Al•�« •��1 • o sTDRu \ '!!I�' /���I• ✓ t47 �1-4 % GENERAL DEMOLITION NOTES fr 9 A f /�/ .��. r ® A THE Si E WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE STANDARD SITE WORK A/�NCC° 0,77. 7„,.,T // . !/1 f •••-••%?;': �� `\,�I.+1 SPEgFICAT ONS. ESV {�• \ 1 •++j•, �l t / / 6 CONTRAC-OR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING STRUCTURES RELATED / • \ % war' / / UTIL-TES PAVING UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS M �. , ! NOTED.SEE SITE WORK SPECIFICATIONS /- // ' �/ \ �� �}�`,� • / C CONTRACTENT IS TO REMOVE AND DISPOSE OF ALL DEBRIS RUBBISH AND OTHER MATERIALS I. / ti' ' \ • P."-,:' % piTU1MIhGUS RESUL':hG FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS DISPOSAL WILL BE IN /• y� ..e/".....iii ' \ •ttGRANT �,.�� / ACCORDANCE WITH ALL LOCAL STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH 1 /. \ I �� /LTRA.L 2Bi�.® / •' ::.. \ +I� /. / i OPERATIONS / (�� • I _•*,„ \ .J'---,..p,..4 0 THE GENERAL CONTRACTOR SHALL TAKE ALLPRECAUTIONS NECESSARY TO AVOID PROPERTY ( / E%ISTING WETLAND 'y \ ,�' f HY:RAN' DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT THE \/,,,/ • • T' PP:DP'-" CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOO ANY DAMAGES TO THE ADJACENT / ��. OEIINEATE08v j\�E� \ ��� 4414• •�• ei rr KJOHAUG 11 12 12 /•' d j T PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT / • I .1ATER:A E. FY,a1NIfR'$NOTI['F TO CONTRACTOR / 'I OF'NETNO RLAND H•N LIM'i5 // (J ; R F. M EXISTITHE NG JRTAiLiTI0E51A5SPECIFICALLY HOWN ON THESE PLANS 5 BASED ON RECORDS OION /FOTRHE ELEVATION VARIOUS OF UiILIIY l y // ;:J TER )]LFQ COMPANIES.AND WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD THE INFORMATION IS ' 'L� -v • NOT TC 3E RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE (' / APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST /YJV.•) / ' �w t�/ ®PAYENENT I. EXACT F c'LD LOCATION OF UIIUTIES.IT SHALL BE THE RESPONBIBIUTY OF THE CONTRACTOR TO /,T` • RELC.CAIE A;1 EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN \ //. • / ' .�r�� � S it \ \� �.' '.YATEPi.NE®® ON THE PIANS. // , ,1:5� / 1 \ dVALbE ��� I • 0 DEMOLITION NOTES — — -------- OA / "�� , GMs® 4/ 0 ! uYF /1�. 'r�'' 18A EXISTING i0 BE REMOVED .4t,,....:$4,, /syr \i\ .SES / 188 EXISTING TO BE RELOCATED ;C'.`'� ♦�S� 4� C ) 4./ / 16E POINT OF RELOCATION SEE UTILITY PLAN SHEET 4 / 1 198 EXISTING TO REMAIN .'.I CL * ��� 6'" 51B UMI'S OF SAWCUT AND PAVEMENT REMOVAL \�V�f1 Jam` I�'v.*.� T '�� 51D PROTECT EXISTING STRUCTURES AND/OR PIPES DURING DEMOLITION AND CONSTRUCTION PHASES Q �,` M : 74A CONTRACTOR SHALL COORDINATE PEDESTAL REMOVAL WITH XCEL ENERGY �a`+sfs� �+�« �� J G:E® O 4 gip ��(t���1 ��'+d ♦Si�j���i CO ❑DEMOLITION DETAILS ��_\, 51X1 TREE PROTECTION SEE LANDSCAPE DETAILS (.." * ':IF4.';ie \I' \CURB 8O / r GUTTER\S:•/ E EEC G. 1 - ®PAYE ENT //I; P-OTAT' _ AR 7 .. .I o �.♦�� r--- to ®'AVEIAE)iT�� 44 �t i co . 4/ 4.44. % co 1 CHILDREN'S LEARNING ADVENTURE ��t 41, • 6 0 33,032 SF 41!• ��% I'�` �=.EGTRC a' 1 FFE 966 75 ,/ I roe � YAWT ® Q A PAYEMcNT GAS N0. DATE DESCRIPTION E 111 I ®PA M T .'�� •�� �•�� O O FEV-0 3/20/2015 INITIAL CITY SUBMITTAL �/ LINE ir p Z 1 �� TREES® /� ��* �4�'•����� ��� ` GUPTER® RASIN Cr) 0 I (v`.cX.Y\']f ��� �,�,� ii. ///% �� �`1' i'/.� ::A: II., ,,, O 41,91, a 1z LF INV ��� 14' SI is? *4 �.ilk ����I�/ ®P/� J��� �j �t/ '�r � 28660 3/20/15 ALC SW CMB CMB �'!' ,/"//� ,� ` CEI PROJECT NO. INITIAL DATE OPOR PM DES DRW ♦�� ♦A� �� � �'!� ♦r� ��� 'IN. < \I,r�wi� E$ a Engineering Associates, Inc + a ��\ \'6 _ -. ‘.--.16 �I ��\rg' �`^'� I� €NC!NEERS PLANNERS IWIRMS i/' ! '/\ uMUSCAPE ARCHITECTS•ENNRCNAIENTAL SpENli515 �J71Sj F'IES"4® \ 1<a 1..... P)Sigp fl 1/ R^5"15 CD z �aEF ___ - Y PRELIMINARY 2025 Centre Pante Blvd Bute 2,0 (6511452-8960 JO ®® Mendota Ha06ts,MN 55120 (650452 1149 ` !O8N �\ TREE 6 TREE •• NOT FOR CHILDREN'S LEARN/NG ADVENTURE S 84'51' " E 206 78 S 84'51'24' E 268 220 -- -- -- -- -- -- -- - CONSTRUCTION ► , FLED-mc aHanHass9v Arvnr-sora PJ LINES ® GU, REV DATE SHEET NO. DEMOLITION PLAN 3/28/15 crcc 9 9 REV-0 0 2013 al EwrMPIC Af90CARX 4w SITE DATA OVERALL DATA AREA 342 747 S.F 7 87 AC BEFORE yOG F WEXISTING IMPERVIOUS AREA 22.840 S.F 6.66% N . _. EXISTING PERVIOUS AREA 319.907 S.F 93.34% GS ,, \ 0 55 45 50 PROPOSED BUILDING AREA 32.032 S.F 9.35% �`ooh 2 ti, PARKING LOT AREA 64 143 S.F 18.71% / ` 60;- �' �_�_ PROPOSED IMPERVIOUS AREA ----- \ q ONE GPS- SCFEET (NON-BLDG/PARKING) 46.709 S.F 13.63% TOTAL IMPERVIOUS AREA 142,884 S.F 41 69% / _ ------ \ EXISTING PROPOSED PERVIOUS AREA 199,863 S.F 58.31% '.�---- \ � PROPERTY MONUMENT HYDRANT / / S UNKNOWN MANHOLE A-2 AGRICULTURALCONCRETE CURB CATCHBASIN ESTATE DISTRICT ' / I ------- ZONING I \ \\ ® CONCRETE GATE VALVE FENCE CATCHBASIN / / \ OVERHEAD ELECTRIC - LIGHT POLE UNDERGROUND ELECTRIC i GAS METER PARKING REQUIRED PROVIDED '� UNDERGROUND TELEPHONE TELEPHONE MANHOLE 9'x18'STALLS-1 SPACE/6 KIDS 96 100 /-� �/TCR ®® ,S0Pc " / \ \ WATER V TELEPHONE BOX HANDICAP STALLS 4 4 V<.y1 ���/ ` .` G/ / GAS WATER MANHOLE �c \ SANITARY SEWER SANITARY MANHOLE TOTAL PARKING 96 104 4 ,�1 ti 2,..,_,(/ x. �/ RIGHT OF ACCESS -_ STORM MANHOLE a o T � ELECTRIC METER EX CONTOUR ELECTRIC BOX EX SPOT ELEV GUTTER ELECTRIC MANHOLE EX SPOT ELEV BLDG HEIGHT 50 MAX a \ / POWER POLE 5 CHILDCARE/ BLDG SPECIFIC USES EDUCATION ® / • \ I I PROPOSED \ / /7,51 / CONCRETE CURD BN GUTTER CURB INLET ' X -? l SEE DLTAI L Ot WALK NUMBER OF EMPLOYEES 40 STAFF /f` I (,'r=��( II LIMITS OF SIDEWALKS AND O BUILDING CONTROL POINT \\/ 11,26. 28• ® / 12 / l "� CONCRETE APRONS(PER ARCH / PIANS) # PROPOSED PARKING SPACES li 1 I / FM // / I / Rzs ® // ® GENERAL SITE NOTES 4 A. AL DIMEN5�ONS S,.OWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED E0-"® /V , II I/ I •� D. J`NE55 OTHERWISE SHOWN CALLED OUT OR SPECIFIED HEREON OR WITHv T^.1- `/ SPECIFICATIONS ALL CURB AND GUTTER ADJACENT TO ASPHALT PAVING SHALL BE IAS\_LEU PER DETAIL DIA.ALL CURBING ADJACENT TO CONCRETE PAVING SHALL BE INSTALLED ER DEnll, / 1 /1 / \11 I� DIB R2S ®� / III C. AL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL 12F / /1/ / 1 R39 283.11 ( Rte ® i 0 AL'ACCESSBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED PER DETAIL OSS I 01;, ® ® SEE LANDSCAPE AND ARCHITECTURE PLANS FOR FENCE AND GATE DETAIL. / / I I I ED R25 83 E .\-1=1—\, `' 666 R3 ®®1 . SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PORCHES PAAIPS ---,Z.-- _——_— 83�6 AD �y � — ® VESTIBULE SLOPED PAVING,ENSIGNS TRUCK DOCKS.BUILDING UTILITY ENTRANCE LOCATIONS AND I I ' 1405- 4.'"'' 05 PRECISE DING DIMENSION /__ / � O I a ® / /// i Co SITE NOTES ---/---- / U —I' "'.1:4'r:',;.-- ,>.'.,.^,.•'�-;�^'!�a:>?� .r:-.A.V::_:�._.,TA,r'{,' ,Z,w .v?`;', e..?�nn,B -PAII ] / ® -�>< J // / i2 41NCH TRAFFIC YELLOW LANE STRIPE(SEE LENGTH INDICATED AT SYMBOL) ,��•I _� .4P 120 4 INCH WIDE PAINTED YELLOW STRIPES.2.0 FOOT O.C@ 45 DEGREES(SEE AREA INDICATED AT WEPANC SElK I SYMBOL) / '•�/ y / 21A TAPER CURB TO MATCH EXISTING CURB / / , 218 TAPER CURB FROM B INCHES TO O INCHES OVER 2 FEET / 11] // ' ]M 6 FOOT METAL FENCE WITH BRICK COLUMNS(PER ARCH PLANS) / • 708 TRASH ENCLOSURE(SEE ARCH PLANS FOR DETAILS) / ;4' �PLAYGItOUYD SEE WNDSCAPE P,.ANB � ' ]OC PLAYGROUNDGATE(SEE ARCH PlAN3 FOR DETAILS) ]0D CONCRETE PPA,CONTRACTOR TO COORDINATE WITH EXCEL ENERGY FOR EXACT SIZE AND / 4.'":',..,i6 IV,,,,, ® / / LOCATION ,/::/ / 0 +: \J A ,i,� % II ]OE MONUMENT SIGN(SEE ARCH PIANS FOR DETAILS) (.,/ JiP�. Y / l / ' —11 0 SITE DETAILS r / \ -,..----.1 `• - - ,1 - SL bpi 44:1.,l / F • OIA TYPE A CONCRETE CURB AND GUTTER I cI Ra r '�^'' . 01B TYPE B CONCRETE INTEGRAL CURB AND GUTTER I / t • © �T/P r ^¢I 02A WHEEL STOP • I I 51 1g 7 030 CONCRETEISIDEWALK R RAMP IN SIDEWALK '(\ 1"4"44.1 03M WHEELCHAIR RAMP IN SIDEWALK A' \ ® • I `--PCI R L\ -[r ` II 08A STANDARD DUTY ASPHALT PAVING V LANDSCAPE i�� OBB HEAVY DUTY ASPHALT PAVING Rte. , 1 �,.� OBC HEAVY DUTY CONCRETE PAVING 1 I I R.'+0 I I 0 Ei.. ET./ // 09U ACCESSIBLE PARKING SYMBOL(WHIACCESSIBLE/VAN ACCESSIBLE TE) SIGN 10E RIGHT TURN ONLY PAVEMENT MARKING 10A TRAFFIC 1113 \ I - ®'. AN m // ) 108 STOP BAR FLOW ARROW I + I ID RIGHT TURN ONLY SIGN • LL® 1�� I 12F SIGN RASE 2E 5, L� 12G STOP 5:3N 1 I I f '[ �I ® /I T 29A ASPHALT STREET OR DRIVE CUT REPAIR \ ]OA 10 BITUMINOUS TRAIL I `P;A aP.CJNC.SEE I� O i A I/ - 70B TYPICAL COMMERCIAL/INDUSTRIAL STREET SECTION c '�yl�-'IH,-(jL;I �;, M1:VCAFE P.A�\S ]OC PEDESTRIAN CURB RAMPS LI ,i S, CHILDREN'S ���ra 0�� ADVENTURE I B ]OD TYPICAL CURD AND GUTTER '3'�YC a1 O ]OE TYPICAL STREET PATCHING BITUMINOUS I Q I 33 032 SF B 26 / ' I -- FFE 966 75 j, HO R3 I / I I NO DATE DET L PTICN f-- 1_�,_ '_ REV 0 3/20/2015 INITIAL CITY SUBMITTAL 75 • infrg • law I I TYP 1 ) .4, _ -.... __El - :.tom 7 f� ® ® flay' O ,,. e CL r �S-h .1._ .4. ,,i,: r rl(Y -111f1'i I - 't • iii _ \ rt.:• ...Y.+ ,:•.v- 121 is IO'BU!LONG SETBACK R30 - e ® — — e`_.- __ — _ _ ._ -- - -- > rrP rvP TV...-. rvP^-T I- '{' -I- -I Rr ;�e TTP ivP iyP 28660 3/20/15 ALC SW CMB C.MR, w 3 ,•., m S c j.y 1-1 CEI PROJECT NO. INITIAL DATE OPOR PM DES DRW " - / LJ 6).15 r 273 25 5' - Engineering Associates, Inc S' / '• EETNI LL�E qq \ \ P. / LANDSCAPE ARCHITECTS NENNRONMENTALTSEENTniSD a_ N20 PARKING SET RACK O ti PRELIMINARYC2025 Centre PornteBlvd Suite 210 650452-6960 NOT FOR M,TAo(e Heiplr(s.MS 55120 (6511452 1149 CHILDREN'S LEARNING ADVENTURE a I -- - � 248.5) 4a2u CONSTRUCTION rroc rPnreouEyA� CM4AHASSEN MINNESOTA `" REV DATE SHEET ND SITE PLAN 3,20/15 C2OF 9 REV-0 0 2015 m 0 01 ASSOWars pc STORMWATER SUMMARY PRE-DEVELOPMENT CONDITIONS ~ \,eEwRE 1'OG STORM EVENT PEAK RUNOFF(CFS) 1 8 5 GP�T�OC /�C N 83"1 6'38" W 73 _ sA 2-YEAR 4.08 `•�!1 _ " �'-- _ _ 10-YEAR 5.56 o Y i�L lid -� Q,r, N . 100 YEAR 22.48 Zst B�'�I'ZN ori-' -_ \Z �� 4� 4 100-YEAR 10-DAV SNOW MELT 8.45 S ' - -/ \ ZF J� o 33' 0 66 POST-DEVELOPMENT CONDITIONS � I I \C5C;;.. ® S�qONE CP\-\'y MIIMI\ SCALE IN FEET STORM EVENT PEAK RUNOFF(CPS) �--� t. 2-YEAR a.oa • � / i `� EXISTING 10-YEAR 8.41 / '- \ HYDRANT 100 YEAR 19.96 ' ! \ L- PROPERTY MONUMENT / / \ CONCRETE 0 UNKNOWN MANHOLE 100-YEAR 10-DAY SNOWMELT 7.63 / _----- I�� \ \ \j - CONCRETE CURB 96 CGATE VALVE ATCHBA N *C 962.73' 1-6 ® FENCE W CATCHBASIN RETENTION BASIN r 0 952.23 Y`''''' / / �WJn GRADE AFTER REMOVAL 1 61 OVERHEAD ELECTRIC V LIGHT POLE OFF CU!/PED�.IaiERIAL 1 GAS METER NORMAL WATER LEVEL 956.00 \ \ \' I - UNDERGROUND TELEPHONEITELEPHONE MANHOLE T,96768../(I HIGH WATER LEVEL 959.25 TC 952 94 \ x I GAS C' b. f 9631!E/ WATER TELEPHONE BOX NHOLE 90244 / / / II SANITARY SEWER SANITARY0 WATER MANHOLE/././ DRAW DOWN TIME(HOURS) 38.35 0-, TC 952.80 / / RIGHT OF ACCESS STORM MANHOLE I I WETLAND ,997 A6 �/ / . \ / 1 ELECTRIC BOXELECTRIC ER UR EX SPOTELEVGUTTER T 963.52 / \ / 1 ELECTRIC MANHOLE EX SPOT ELEV NORMAL WATER LEVEL 955 15 meq\ x.953..2 / POWER POLE EXISTING HIGH WATER LEVEL 956.95 / / / 4 PROPOSED HIGH WATER LEVEL 95715 TC 96336 \ / \ / / I PROPOSED DRAW DOWN TIME(HOURS) 38.30 �''G 96286 \/ -/ 7' ,,,,k\ • ea r /\ PROPERTY UNE/RIGHT OF WAY LINE •�v v / TC96408 TC 968.95 / _,MJ 17. G Sfi359 / -- GRADE BREAK G 968.45 TC 968.93 1N\ ��'' // / -XXX- GRADE RELEVATIONS t r, 1/ ' I • \ • // / _.0 _ _ STORM DRAIN \ 4r TO 964 IS �9 FG 568.91 XX.XX SPOT ELEVATIONS Y TC=TOP OF CURB FG FINISH GRADE / �L G 963.65 FG 969.]8 1 ` \ /��( - / FS=GUTTER FL=FLOOD LINE `� / ' ' TC 964.63 TC 969.14 TR TOP OF BANK • IX 1W--TOP OF WALL HP HIGH POINT � �� G 964.13 G 988.84 tTC 966.91 L`'-'61 BW BOTTOM OF WALLv G 568.1I THT THROAT iC 964.5' 6960d1iik INV=INVERT�� / G 964.01 yd.TG 960.86\,./(/' > / I 0967.84 °� 5509.04 ,'� TC 92670 GENERAL GRADING NOTES I - ` u TC 564.53 • t`` CO- , ® ` IC 967.43 967.36 \TG 968.34 G 968 54 G 958 39 G 968.20 / / G 951..'3 N `969 Y I..9 `,,0� G 966.93 / Sc 966.45 G L'682 88 A VEER FYIOR TO A:VDSTALLATION OF STORM OR CALCU ALL CROSSINGS AND IRNFORM THE OWNY SEWER THE ED AND THER SHALL EXCAVATE AVAOF ANY ,^ / TC 963.82 r - TC 96576 L9"P 696 ----,79.q_.1...__----..- TC 967.02 / G 967.95 ) CONFLICTS PRIOR TO CONSTRUCTION THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE �(\` G 953.32 I G 965.26 926 987 , TC 059..9 / �\ / ' - ?q8 ��6965-52 hm :411411,p, G 6859 / ENGINEER I6 NOT NOTIFIED OF DESIGN CONFLICTS T:;961.3'- �' • ��/ TO 968.06 ``` B ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL SE GRADED SMOOTH AND 4 OF t (/`�Y-�J /p`�` IC �G 953 Ad I ), c c G 967.56 / '�,'J l/ TOPSOIL APPLIED.IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE THE CONTRACTOR SEEDED SHALL ^\ / / ( TC 9'x3.5] 6 96312 .2325�W 005596 1. tib � -T. �S COs B% TC 968.06 TG 968.74 i{' i;_�;5�;:O 566� FERTILIZED RTILIZED MUROVIDE OLICHED WATERED L.APPROVED AND MAINTAINED UY THE OWNER.AS NTIL HARDY ED THE AREA GROWTH 0 ESTABLISHED G 963.0] TC 56444 \ -p-10 965.03 TO 965.83 F TO 966.16 G 987.56C 96924 / G 963.94 > µ N�6 G 965.66 / AT IN ALL AREAS(SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION RATE)ANY AREAS / / ---2-/--- ��---;119'-'91C/1462.80 C.3 _- 6 965.33 6 965.33 .0 �= / 5 /TO 968.60 DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE \ T J`'-- ® TC 9 W.21 //- TC 966.69 / G 967.93 CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER y •` :\959.95 6963.71 6966.19 // I)lr • 'L1 11ROL '`� / ,. 3 m iC 964701 TC 96605 TC 926.05 TC 965.38 ,L.i 6 0Q ;j C THE CONTRACTOR IS SHOWN CAUTIONED THAT THE ON RECORDS ELEVATION OF I_I.I.Ir:;IJ,,E 2 -°G 966.20 �F G 965.55 = G 965 55 G 964.88 FG 966.20 N „Y( 7 :- EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY _ 3 "I'.V i� 1?4, rri'/58 _ _ p""""'4/KISS^'G�h�- '3,�r�j"ry�_ _.(..a.'-Y -\. �v - >r;,9,any 4 wAy�yv- / COMPANIES.AND WHERE POSSIBLE.MEASUREMENTS TAKEN IN THE FIELD THE INFORMATION IS �� 1 .'•> 0�'0 - ' "/s 7 TC 966.391 TC 966.66 j , NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE pprr APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST INV OUT 9'.6.69 ! �' ' 50 Q FG 966.39 Vr G 965.89 6`A G 966.16 �U -----;,,,..,.0,.,,,..-->96 �_ ' g143:4',,, $ "' J \ TC 966.58 // / EXACT FIELD LOCATION OF UTILITIES 1 TC 963.00 FG 965.44 FG 966.31 1 /// -D'55525 ‘9.81,9>/f*,'G 96 t^� - -)S , G 966.08 j D UNLESS OTHERWISE SHOWN CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS / �: ' ,,/" ✓/ I I�fG 966.31'x` GA..- l ter/ II TC 963 37 i I / / ,N ALL STORM DRAIN PIPE BEDDING SHALL BE INSTALLED PER DETAIL 28A ALL STORM DRAIN PIPES / (Ammo, _ F 1' /Q G 962 8 963 i 444; "��' /lam ARE MEASURED FROM CENTER OF STRUCTURES AND ENDS OF FLARED END SECTIONS 71/ / � I r _, / //Q/T�963 85\ F.B \8- �,e `£� ~I �� s i /6955.3 / / .� G ss33s FF°966.1'e i -.....j / / Q GRADING NOTES _ F,986,]5 / 1111" ,g / 2,3' FG 963.94' FG 966.22 � �' 1 / I 3_-___._ TC OD FLARED END 4 c�.J/ / // .y _y fi• �g,e� M'4... ® a.0.506 - F ® RNA ® - 1 ®_ PJMvf5.,0 T3055?' .965?846 /(\`a, t'� COANE(•6MCPEIPNF/ ON 0Q' INV959 85 ' FG956 75 INJ 961 i3 ( IPE TO DOORWAY TRENCH GRAIN.(SEE PLUMBING PLAN FOO EXACT LOCATION) „: _-- - IPE TO ROOF DRAIN(SEE PLUMBING PLAN FOR EXACT LOCATION) / ye6 § ' _ � _ _ � X _ _ _ E:4'� g�ary� /ww+/ 6 985.147 // 720 NYLO°LAST 24°MIN BASIN WITH LIGHT DUTY 24 PEDESTRIAN GRATE ASSEMBLY-TYPE 8(2499CGP nC/?9RR W4982.55®' r' uI ® f0 966.?5 1 ! G966.75 -- , -� 6:o Q.50Yh�1�/ S� / PER MANUFA•TUTER DETAIL) ///////�} II G 30.75! Tj,6' 7:J FpP RA'PAp fBEE SIZE THIS SHEET)/ -B�/ $ @ 0.50% ® ® ® FC 95fi.Ai ('$� // f NV 9_'9.6 N ® ® II / • / / '3E CONNECT 4 HOSE PIPE TO TRENCH DRAIN(SEE PLUMBING PLAN FOR EXACT LOCATION) • (::?-+3.55 FG 9fi6.75 ®E ® / JITC 964.84 / ,ill RAF CONNECT 4 HD>E PIPE TO DRAIN PIPE FROM RAISED CONCRETE PLANTERS IN COURTYARD TO963.30 5 G 964.34 / 6962.80 - /G-'x3.05 ®� ®' ®® a A II CoI / 7314 CONNECT 4.HOPE PIPE TO TREE WELL PLANTING IN COURTYARD. ..� A ®® av,65e`" I �� s�Fai,.a �� -rxMs64x® iFc`y3's' ® O YY�;,,4 II o.vs 0�•/961.�: rC965A0 / ❑ GRADING DETAILS (, , 315 1491 F PA HDPF 6 9034599 CJI `. 2'FIORE (E ® " TC 96105- J 696490 / f �� @0.50% :y O.S;`k \ •- I( 6964.55 7737' ,� / I7A CURB CUT E.2 X 1 1 ® �( _ T 945.7/4 170 RIP RAP PAD 3 /i ��I, ( 33//�� #.. `-��Fc 965.15 ® p� II t+•,`-G 955.41 6 .30, IG 96524 214 CURB INLET FG 955.95 ---�-- TO 964.49 /�'� _. -. �iI . \ - `C 865.5 / 270 FRENCH DRAIN r TC 964.20 0 95309 ��'�1 Y 6.75 • ® Jr'Y 4+1`s6<:35/-1 - C 5 46525' ]OE TYPICAL STREET PATCHING BITUMINOUS ' ! r• m • G 963]0 ,L�-1/ - FG fc6 i' NAL 5�_ - i g NV 951.5 L/ ,- - G�� / 734 OUTLET CONTROL STRUCTURE TC 963 99r i '� a 95:1.9? ® n 0 ID-. I.6% ` ]3BRIPRAPOVERFLOWPADy 1III '31, II R M''C+.'lCR ! (( m / Q ]3C RECESSED WgLKOFFMAT(BEEARCHITECTURAL PLUMBINGt mFG 9'_9.3wim0 CIL- '� I�TY Y �f 65; 1VTi.56`1�` t T¢I 11�f//I� PLANS) w o x33,032 SF " r 'y�qITc 965 o6 69109e t��,, d- ( II TC 966.31„F 1 G 965 Sfi I „- TC 966.563 •' FFE966.75I II _ G95.B14•� TO 96622 - Gs66.01 ;.� -958.';-� �j/ `G566.]<FU 96601 T9667 �G'J66.39 / REDV-03D 20/2015ID4ETIALC T1YSIiBMITTALsITURE 3 1 r 359.'3.'+ V ,^t 6 �� WI `� n` �� FG SEi.t7 '.FG 965 97 Vya' G 965.6, �� SUMPg54,70 - ® _56 TC 566.40 F 96660 FG 9135.92 I�' TC 9660 '7i ` fG 96].25- � � �� 6%I • -.-. r ® G 966.34 FG FG 96.64 6 965.90 ,96:90 FGF5655863' CONNECTBLE IuS TC 6 > GC 965.51 97 ?/�v F__`�•FG 967.2C ti 1,4 1 I ' • ✓TC 982.72 0 1.9,0 FG 966.? FG 966.75 _ ®® G 966.75 G 65.47 O I�'\-' 1 cl. G96222� i ` �ITO• ffEirell0 ..:413.02 <.. ..y.1r,! FG r TC (r 58 a \ G 963.26 ` .. A `i-G L.9'44., '221.92.49',•9 532 �l COO I I \ I 1 1 TO 964 23 TC 965 19 FG 965.58 - FG 565.74 TC 966.23 -- �- �- TC 965.51 i. _M3 /inc.' t t \ @ 1.33% m G 963.73.2 G 964.69 S - G 965.23 0. ( V. 6R. I. TO. Y 03 96 FG 965 79 G 965 0 \` L \ \ TC 964.62 \ FG 965.84 -� �\_v_,% • 5 G 964.32 FG 965.75 I FG 965.85 Tc�4'e i °' \\ \ - .c -�m-<y I� FG 965.35 TC 96645 IC 968.55 TC 966.45 --- ? t \ TC 963.6' l$� - - FG 965.42 _ \ / ' - G 965 95 I G 966.05 G 965.95 , 0 28560 3/20/15 ALC SMJ CEO CMB t \ G.3.1 I �/ °P TC 966.22 6 04 6�OI'/ �\ t 1 j ` \ ,,050 f"- 1 �+,R/� 20 TC 966.22 y9 6` /y. L 11S'•` �i5r 1 r„994.58,4-4----^6d @ 0.50% y G 965.72 } G 965.72 f .� (1 CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW 1• t - 6064 C8 FG 963.80 ®� 6S- 1 TC 966.11 FG 964.38, i E TC96.5jr 1.1 - u� �1iJ a 6965.6! It� 696 56 �/ Engineering Associates, Inc E �y ,iS?:, ... ,�.1 • ( �.,� ENGNEERS P(ANNERS S�Ry��q$ o •R1 '� FG 963.63 -� 4 �� _. LANDSCAPE ARLYfI7ECl5 ENNRQYNEN7Al SC1ER113TS S ��' �96p � • FG 96093 L . t m ,. m ^y a. Aj INV 961.05' i� �� 'o, 96 , - j I / G5 PRELIMINARY 2oz5CemrePotnreenn.s;1e216 (65/1452-9160 n • 196 J ''k6 Q T Afendofe Hephls.MN 55/20 (6511452-1149 0 `\ A I 962 963 256 .9G F.95 NO l FOR L 3 ,;'% �` ,-_. 84'S�24" 961 sc CHILDREN'S LEARNING ADVENTURE E 206 78 S 84'51'24" E 268 22 - CONSTRUCTION 7750QALPIVBIOUL_EVAID �` , CHAAHASSEN MINNESOTA ,51 1 (� _.�.�-/ ;t - r=---L. - • _ NEV DATE SHEET NO. A,�, GRADING PLAN 3/26/15 C3c 9 REV-0 CI 2013 m 44196 4B A.WX441FS LIG OEFORE y 0 UTILITY DETAILS ��� 4111116 6� N _8_3'1 2'3 36A FIRE CAST SANITARY ASSEMBLY ` � F�f Q 396 PRE CAST SANITARY SEWER MANHOLE S .0;•••••vV� 1(J2�� OUT ]OE TYPICAL STREET P TCHY SEWER NNG BITUMINOUS `r1( s A 8..2.------42-'13"" TAO TYPICAL HyORANT INSTALLATION(PER CITY OF CHAN EM 0. / � \J X0,7 V, 51y o 3a=5 60 / /-� a: C FV I 4 ONE CPQ r// \ \- 1 INVKFIELDNVEPT®® SCALE IN FEET N. / �/ / i EXISTING L *. PROPERTY MONUMENT HYDRANT CONCRETE UNKNOWN MANHOLE / .... m GATE VALVE CONCRETE CURB CATCHBASIN FENCE CATCHBASIN / LA.J OVERHEAD ELECTRIC LIGHT POLE i I UNDERGROUND ELECTRIC GAS METER i� zz I UNDERGROUND TELEPHONE TELEPHONE MANHOLE • i� I WATER TELEPHONE BOX I GAS WATER MANHOLE - SANITARY SEWER SANITARY MANHOLE y / _ RIGHT OF ACCESS _ STORM MANHOLE ( ELECTRIC METER -- -- EX CONTOUR ELECTRIC /NC: / / = ELECTRIC MAANHOLEEX SPOT ELEVEX SPOT ELEV GUTTER ADJUST PIPE TO / / MEE.T EXISTINGPOWER POLE' STU6USRi MIN /0.5095 SLOPE / PROPOSED (f /4/NC; // !/ —X GASSERVIICE /1y / —X SS— SANITARY SEWER SERVICE !� ^ ' ��` „ / / —UGE— UNDERGROUND ELECTRIC SERVICE I?,,,,s,.,797:..71 I / � I —UGE&T— UNDERGROUND ELECTRIC AND TELEPHONE SERVICE �/ \ V 1 v\ ,T k1 J ® �X W WATER SERVICE V' UND TELEPHONE SEANCE (T` ,� � p FOC ARE DEPARTMENT CONNECTION V ��V ® ' • / J� 8...COVER /, � GENERAL UTILITY NOTES ® h ALL WATER LINES SHALL BE DIP WITH 8 MIN COVER / ® B ALL SANITARY SEWER UNES SHALL BE SDR 35 WITH 8'MIN COVER ' r_\. I, C CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH �^ / _ I ____ �] ADJACENT PROPERTY OWNERS. (�vv� J _ / 110 C. ALL ELECTRIC TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE //' — c5555'-'- — / �J CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS PLL UTILITY �.�--=.=. fDISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES ) - -- _ — / � De. / LJd' ®® CONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER. —— •r�._.,..i:iti t{C /0+„.,..'=.,ti i}`..,.,,,'_.'i,.4 :,0+$!c.T: .4:C.SOV AA.o.',... t '=:i.i..41,-in,e i....,!Y i*:F s4—:..4-N.�w'i'.i / /17 E. MGR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN SANITARY:EWER �� �✓ I., WATER MAIN OR ANY OF THE DAY UTILITIES THE CONTRACTOR SHALL EXCAVATE VERIFY AND .�. / W CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEI / li 11 ENGINEERING AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM / f % j ' THE PLAN NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS TO CONSTRUCTION CEI 3 / ENGINEERING AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR II / co N FAILS TO MAKE SUCH NOTIFICATION a I .7.."'°./�/ c.T4/` iI 14 1(p / F S ALL WATERLINEOTHERWISE FRT NGS SHALLLED OUT BE INSTALLLLEER WITHSPECIFIED THHRUSTEON OR WITHIN BLOCKING PER DETAIL 31A.ALL / '''.1:5" y- •.- , j // 1.0 O) WATER LINE PIPE BEDDING SHALL 8E INSTALLED PER DETAIL 420.ALL SANITARY SEWER PIPE II �5"- / / /6'1 BEDDING SHALL BE INSTALLED PER DETAIL 42B n. /O ;,; J c. Z. UTILITY NOTES.,:, m __ _ _Y. .., �� / j _ ,l 22B ENGINEERING SLEEVE WITH Mn TAPPING VALVE AND THRUST BLOCKING WITH ADJUSTABLE VALVE I — 1 — _ —�— — // �/ 22A PO NT OF CONNECTION SHEET)EE SIZES THIS WATER SERVICE(PER LOCAL CODES) 220 M.J.GATE VALVE WITH ADJUSTABLE VALVE BOX(SEE SIZES THIS SHEET) �� `5' ' II I _ / 220 AI.J.TEE WITH THRUST BLOCKING(SEE SIZES THIS SHEET) I \ I _ 221 22-I/2 DEGREE 00 BEND WITH THRUST BLOCKING(SEE SIZES THIS SHEET) II N4 95192 // �' 11-- II I"'—!j I ®' - / / ]� 22K METERSPRINKLER ENTRY PER ARCH PLANS(SEE SIZESR THIS SHEET) .II 96w / ! - 22L METERED DOMES-IC WATER SERVICE ENTRY PER ARCH PLANS(SEE SIZES THIS SHEET) 4 II - ! / 6D 1.00'0 22M PROPOSED WATER METER(PER LOCAL CODES AND SPECIFICATIONS) 4 ' ®`J'!IV^5B 22 / / 22X. INTERIOR WATER METER(PER LOCAL CODES) (/ —yr— : I INV OUT 351.9] •• �� •—fir--! / / 22Y INTERIOR BACK FLOW PREVENTER(PER ARCH PLANS) LI 1 / 23A POINT OF CONVECTION-SANITARY SEWER SERVICE(PER LOCAL CODES) r LL I I!/ S. /8' -" 23E SANITARY SEWER SERVICE ENTRY(PER ARCH PLANS) --�—. II . 24A POINT OF CONVECT ON FOR ELECTRICAL SERVICE(PER ELECTRIC COMPANY REQUIREMENTS) '� INV.958.]5 i •• 35 24D PROPOSED ELECTRIC TWVJSFORMER U �� ® III _�`'IO261( POINT OF CONVECNON FOR UNDERGROUND TELEPHONE(PER TELEPHONE COMPANY CO �/ ®INV.958.15 r PEQUIREMENTS) 6"SS— El 5 SS 6"S 2]1( POINT OF CONNECTION FOR GAS SERVICE(PEq LOCAL GAS COMPANY REQUIREMENTS) 13 1:111/ L _ _~ __ °'' MH d 2 O SOB STUB OAT FOR FUNRE CO NN CTMION PER LOCAL CODES « 6 SSS TIN 010 0 1 20A MAINTAIN MIN IB INCHES VERTICAL SEPARATION U // 0 II <+ � NY 9.56X5 5(0 LOCATION FOR THIS UTILITY AS SHOWN IS FOR DRAWING PURPOSES ONLY CONTRACTOR SHALL g /� 7 M 1.8]ti�A VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE CONSTRUCTION OF THE PROPOSED UTILITY CHILDREN'S LEARNING ADVENTURE I-—_ MAI 956.05 Ea I ,/ S NO O BE CONNECTED CONTRACTOR SHALL NOTIFY CEI ENGINEERING IF THE DESIGN AS SHOWN c1 2. 33,032 SF II S51 F 6 FOP 34 I 1 TAA FIRE DEPARTMENT CONNECTION(PER ARCH PLANS) $ ( �� FFE 966 75 II _ 4"POOR E 'j 768 GREASE INTERCEPTOR(PEq PLUMBING PLANS) Q RD — I ! NC DATE DESCRIPTION i :n I II �,®®®®® ! / r 1' _ -- ` REV-0 320/2015 INITIAL CITY SUBMITTAL Z L �j y c. ''i.`'S 'cE -__. UGE g. '�,J �/ $ ,. Li I . _.._.. . _ . •SFJ qq"" 14:1 I '\\\\\:... F , o 7, QS) 'aaaaaaaa a:aa iii,.......,...:,. -ice OT B'M:N-1-2 ® 8-MIN.COVER Ic 30 LF 6 DS t 8.MN COVER I till a '/ 8'M.COVER / i / 28660 3/20/15 ALC Sp CMO CMB 'm UGt- ',;GT -L'GT LW UG' UGT \� CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW JR ! �/ prl �NEngineering Associates, Inc C1\ tki/ ` _- LANDSCAPE AR(YIl]ECTS NENMRD/YXENTAL SpENii5T5 CD �'�� �'2 k6 22 PRELIMINARY 2025 299156 P2,0!,BIVJ Suite 210 (6511452-8960 r O% 6J'T '1(290014 He.6hts.MN 55120 (6511452 1149 z F� __ _ __ __ __ __ __ ..-_ NOT FOR CHILDREN'S LEARNING ADVENTURE S 84'51'24" E 206 78 S 8451'24" E 268 22 -- CONSTRUCTION 7750QALPNBOULEVARD CHANHASSEN MNNESOTA UT REV DATE SHEET Na 0 UTILITY PLAN 020/15 C4OF 9 REV-0 0 2015 GA OKAAIERMA ASWAAIES We I GENERAL EROSION NOTES GENERAL EROSION NOTES(CONT) ggFORE yoG • A. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM VARIER Q. DUE TO THE GRACE CHANGES DURING THE DEVELOPMENT CF THE PROJECT 111E • VP AW POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL N 83'12' Z 1 O`c ,-- 185 8J 73 �5, PREVENTION PLAN AND THE STATE OF MINNESOTA NATIONAL POLLUTANT MEASURES(SILT FENCES STRAW BALES ETC.)TO HELP PREVENT EROSION AND UJ DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT(APSES PERMIT)AND BECOME STORM WATER POLLUTION _�•I !'�r�5 FAMILIAR WITH THEIR CONTENTS 'b'(..1=' I �5,`s "� QS R. ALL OFF SITE CONSTRUCTION SHALL BE STABIUZED AT HE END OE EACH WORKING 1 Y E THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE DAY TH5 INCLUDES BACKFIHJNG OF TRENCHES FOR STORM DRAINS A UT.UTY a2I\() ..— I �♦ 1�p0� EQUIPMENT MAINTENANCE AREA EQUIPMENT CLEANING AREA.EMPLOYEE BREAK CONSTRUCTION AND PLACEMENT OF GRAVEL CR BITUMINOUS PAYING'OR ROAD1 • AREA,AND APER FOR LOCATING PORTABLE FACILITIES.OFFICE TAN ENS AND CONSTRUCTION TOILET FACILITIES. THE EXACT LOCATIONS SHALL BE COORDINATED WITH THE .l r.4,44..'........."'" `♦ _M % V, S 0 30' 45 EO OWNER'S CONS'RJCTION MANAGER S CONCRETE TRUCKS SHALL HAVE A SELF CONTAINED WASHOUT SYSTEM SO THEY '� v ` 31 f...... OIq co)-- IN ARE NOT WASHING OUT ON THE GROUND ._IONE Elm im. C ALL WASH WATER(CONCRETE TRUCKS VEHICLE CLEANING EQUIPMENT CLEANING I (� SCALE IN FEET ETC.)SHALL BE DISPOSED OF IN A MANNER THAT PREVENTS CONTACT BETWEEN / ...44."...%♦ ♦ N, in F'U THESE MATERIALS AN^.STORM WATER THAT IS DISCHARGED FROM HE SITE. ® �I AH.♦ , r l0 EXISTING D MAINTAIN ON THE SITE OR HAVE HEADILY AVAILABLE SUFFICIENT OIL AND GREASE I , O ABSORBING MATERIALS AND FLOTATION BOOMS TO CONTAIN AND CLEAN VP FUEL I ♦ 1 ♦ L • OP.CHEMICAL$PLCO AND LEAKS � GF 9 ; PROPERTY MONUMENT HYDRANT E DUST ON THE SITE SHALL BE CONTROL-ED BY SPRAYING WATER ON DRY AREAS OF ��/ ' r♦ CONCRETE UNKNOWN MANHOLE THE SITE.THE USE OF ROTOR OILS AND OTHER PE ROLEUM BASED OR TOXIC 3M 1(A ♦ f GATE VALVE LIQUIDS FOR OUST SUPPRESSION OPERATIONS IS PROHIBITED I.�,� ♦ CONCRETE CURB CATCHRASIN : / 1F NO FURBISH TRASH GARBAGE OR OTHER SUCH MATERIALS SHALL BE DISCHARGED :Or:, W 1 ♦ I `P. `, FENCE LIGHT PAIN INTO DRAINAGE DITCHES OR WATERS OE THE SATE. ®j / v. ♦ , OVERHEAD ELECTRIC LIGHT POLE "47 I � 1 kl``'% UNDERGROUND ELECTRIC GAS METER G ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLANI' I / I •- f /I /f UNDERGROUND TELEPHONE TELEPHONE MANHOLE {ftI `4♦f I WATER TELEPHONE80%AND NJ THE GTCRM WATER POLLUTION PREVENTION PAN SHALL BE IRI'RTES ASI yi f GAS WATER MANHOLE SOON AS PRACTICABLE i5' ,ys.� B �.A' : ,,,_ / I I 11 -- - SANITARY SEWER SANITARY MANHOLE 11 DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL STOP FOR 'y R' ` ® I II - RIGHT OF ACCESS STORM MANHOLE AT LEAST 21 DAYS SHALL BETENPORARI'Y SEEDED WITHIN 14 DAYS j '''z-n-4:. , j'v �' cT j/f ELECTRIC METER - - _ EX CONTOUR 'NN ` ill _ ELECTRIC BOX EX SPOT ELEV GUTTER I DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS .. 1/ _ PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED THESE AREAS SHALL BE ` •'' • I ® I f ELECTRIC MANHOLE EX SPOT ELEV SEEDER NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY ♦ , 1•� f - POWER POLE OCCURRING IN THESE AREAS REFER TO THE LANDSCAPING PLAN % 1 �(I J IF THE AC ION OF VEHICLES RAVELING UVEA THE GRAVEL CONSTRUCTION 5 I /I ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT CR MUD THEN , f THE TIRES MUST eE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD IF '•` 1 ^� PROPOSED WASHING IS USED PR MUST BE MADE TO INTERCEPT THE WASH WATER c- • AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE THE EXACT CO �^ 'N11 LOCATIONS SHA_L BE COORDINATED WI H THE OWNERS CONSTRUCTION MANAGER ` % '•I EASEMENT K ALL MATERIALS SPILLED DROPPED WASHED CR TRACKED FROM VEHICLES ONTO \�`� ♦ 5 4/ ' %. FLOW ARROWS ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY j 1 / '( L. CONTRACTORS OR SUBCONTRACTORS WI L BE RESPONSIBLE FOR REMOVING I III f �XXX� CONTOUR ELEVATIONS SEDIMENT IN THE DETENTION POND AFTER THE STABILIZATION OF THE STE AN I ti� I I — STORM DRAIN ALSO ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE I I / X11 i, SYSTEMS �'1 I 1_. H /I '.IMITS OF D3NFiBM�E M IF SOIL STOCKPILING IS EMPLOYED Oh THE SITE.SILT FENCES SHALL BE USED " (� / - -- --- - - HELPCONTAINTHESEDNEVI `...9./IX y�� 41110 j _ 1 I1/ -y EROSION DETAILS N SLOPES SHA_I BE LEFT INA ROUGHENED CONDITION DURING THE GRADING W VISE .J ` - 1 a A 111 - TOREDUCERUNOFFVELOCITIESANDERCSIOh I 1 _F SF SF F IF ® ! 111 5` tA t..t //i j CE TEMPORARY STONE CONSTRUCTKYI ENTRANCE O. SEDIMENT BASINS ARE ATTRACTIVE TO CHILDREN AND CAN BE VERY DANGEROUS.IN - i ,,, \ Il+IS '� I'4-� /, ALL CASES.LOCAL ORDINANCES AND REGULA"ONS REGRADING HEALTH AND i `869 �P]0 4.40 fi� .-liI SE gF TEMPORARY SILT RENAL SAFETY MUST BE ADHERED TO 1 \ ',..- ..- ....-.898.. .--..------..---=-____-----7-,,L96 :)FS- [il. /,f 11 \ 956 QS• 11410 1// P ALL EMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED 1% _ 0'M1 -- -- •1 1 I 1/I//f I __ TEMPCPAR8 SILT"PACE MEET PROTECTION OF WITHIN 30 DAYS AFTER FINAL STABIIZATION FINAL STABILIZATION Fa, I .i/ i _ �� / pi-"vs.V ' /If OCCURRED WHEN AIL SOIL DISTURBING ACTIVITIES ARE COMPLETED ANDA �L� -• - s3s / UNIFORM PERENNIAL VEGETATIVE C(A^;P.YAI H A DENS TY OF]C%CF THE COVED - f _ J IP6 y�+�9 � / l/f • y ®' TEMPORAL,DAWN BAG PRET PROTECTION FOR UNPAVED ATGPS AND AREAS NOT COVERED BY PERMANENT STRUCTURES HAS I eEEN EMPLOYED. I -lir ---, • I # 2 tl '/ SF -SF I 6` - __— / / `f $D SILT DO(E:ON EXISTING PAVEMENT) II / /- r ! ; / SEQUENCE OF CONSTRUCTION �\ ' ' /� 956 l56 Jg s '4i 9^-- 'e -...,: _ -� _ - ,+. • $ h / `\VV s L.:N�i;? _N!:'�- a Imo.. / II g9e65PV96 / J•S •^.. 5. ` // (V )^ "f 1 INSTALL STABILIZED CCfiSTRt1GTlON ER'TX ..ES 2. PREPARE TEMPORARY ETWEG AND STORA ATL._'.,' ' \96 �/ {,X ®® I 74-1:"• / / 3 CONSTRUCT THE 61'iFEHCES ON T+_3iEt-V �X A. / - A_ CLEAR�lID GRUB THE SITE/ I \ 5. BEGUN GRACING THE SIT_. /� _ a /, ( ( f 6. START CQFISTRUCTION CF gUNDRIG PAD At®5'e PoJCTURES i .2,�, 0 ,YT �` `� l�. '® - f� ` f T TEMPORARILY SEED DENUDED AREgS. S; • !t } \ h' (e1.� - 8 INSTALL UTILITIES UNDERDRAINS STORM SEWERS CURBS AND GUTTERS 3g /� ; 996 \\ �o ,\ hl $ {�. • R / // 90.P EPAREISITE FOOPAVING DEVICES. ® ,r l=\ / / ''• 11 PAVE SITE • e - ~ A .3=a �g �+�/ / 12 12 COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING •�-0�Em ja. /� .Qnq 4 / 13 REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES(ONLY IF SITE IS STABILIZED) E / O 6 °O J .. ' 223 ® • . --------.1r _ _—_— --__ _ P% /' / / LM:TS O'....,TURBANCE � •�u"'` ie . _ . _ . --- . _ -- . _ . _ ,S ^/ / °' z3ACBES MAINTENANCE n . _JL_ , y96 6 • II I / A'5 li ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PIAN AND IN THE STORM WATER `� / / /1 POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL UUNTIL FINAL • II J / / STABILIZATION OF THE SITE ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE 1 Ir-; I, I I I CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 II' ifill HOURS OF THE END OF A RAINFALL EVENT AND SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE 1 // �^# II •I 's` og\ i I I S _ WRH THE FOLLOVIINO. a 1 , 4'44 URN® •--ir—I 1!IIS ( ( ,-„\-:-. , G� , I INET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW a. N 315' V i I [}�v — � Z .7.737. ' SIGNS OF UNDERMINING OR SW LL BE REP ACED IF THEY SHOW S GNS OF DETERIORATION e // !.0% -- —. N 2 ja 2 ALLSEEDEDAREASSHALL BE CHECKEDREGULARLY TO SEE THAT A GOOD STAND 13 MAINTAINED. N II AREASSHORESBEFERTILIZEDANORESEEDEDASNEEDED$ ' u ' 11 h. II _ •i_°Ap I.9v, ®® I3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD TO ONE-HALF THE HEIGHT OF ".}XI1J A h JI _ 996 THE SILT FENCE ` 1 // KlI!IIB°° 4 THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT !j TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS OF WAY THIS MAY REQUIRE PERIODIC TO' q �I �/ CHILDREN'S LEARNING ADVENTURE ,l®A Ry RE Il 6q _ 96 \' DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEIMNO ^; // W 1641 ItlA`OI YFdE [�6�1 EV&ba.lYl�6tl IVYYbdY 1, I ,,--.- /,__ 5 THE TEMPORARY PARKING AND STORAGE AREASHALLBE KEPT IN I GOD CONDITION(SUITABLE FOR ` 33T-,032 SF II I / �1 � PARKING AND STORAGE)THIS MAY REQUIRE PERIODiCTOP DRESSINGOFTHE TEMPORARY PARKING 5 dI 1lti // FEE DCC �CJ {I II / I AS CONDITIONS DEMAND. ' .7 VILJJ J -- - - NO. DATE DESCRIPTION Y AU \ // -' "g l'_ I REV 0 3/20/2015 IN'IPL CITY SUBMITTAL i m. 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Tri — •! z '" 96 n •f•• yht 3 �/�'••-• ,.ANDSCAPE RECUIREMENTS !� �o / gEQURE]EN E0URE0 �� �� / a s sk 6 �t>• 'to AREA yEs cL-' '� �4, / • i 3 � BUILDING FOUNMTION "� „� �� -'N` 1 ) rpm, f r"J r �1 )„Ai M OVEWL PlANT9lG ANO DUMPSTEA VES i E•, 'J f 7` t[ t ! 1] �C./ 3CREENINO REQUIRED ip ___:?_SX I'h S+ j e ¢ i i ,� ,,. g'P d 4 0. a„It, '$ =. ` �_•�r! " / ! •'I , 1l` .f. I /`!!/ `�Z �' B SF OF UNDSCAPE AREA PER 92.088 Z OF VEHICULAR i l 6 p oL, i T ♦ OB•1.987 SF e.OiB SF OF PAAIONO LOT _ ' __ f A 4t • I*�,��g I r`i�y a ♦ ©� 34' ,00 sF of vEH�cuLAR usE �sE .ANoscAPE PAov,uED R { -`1`\ I�25 BUFFEfl'ARDL �II�I\`I ¢ ! i 17 '`'` /r ® :a7�1 ��iIG 4' _/ �16 ` T+ ^� i1flEE PtH 2508E OF TEOIgAED l `.,, ISL ��1 i�? r . ,,,,,,.._____.,_,,,,,..90___ M7M7 _.' � ��[{� may/ PARNUG LOT REWIPED PAPgNG VD3CAPE z°rrE�PRowDED 'I\Qpj� \ i 5 ��,�� t`u.. I 1 -'.lCr < � �,+i/ /. a.9B7 sF7zsD•20 T,T,iE3 {� iEW AFA T r\l F, - - ' q�f' i{' ` \ ' 78TH STREET BUFFEfl YARD C j1,\ { � / 1L / 5'� `' )', +: ':•I �� /,' / gni ` � 3°IXSTRIGCANOPY TREES 1111r:: 1 \'' l { �I _. f ' (y.ti�y�u,�. l ,>?.�, V^o , 3CAHOPY TREFB.i6 sERVEo `y�IiT 11 Ip i� ji_•'�'f"�'�: y�.'�� )i TYPEB3D WIDTH•.4 PLANT '1 it T\i\��'II '` i[q� ♦T, '1.-.II', �/ ii ' "33.032 SF- ""'�"� 1 /i UNITS REWIREDtt CANDPv is5 nf1SRUBs TIER AND to uNDER3T0Rr TREES HAST CITY SUBMITTAL 11 ,\,I\ \ .., �, ,FFE - _..,� /, ', j TREES.2UNDE16TOAYTPEES nmPDSED 3/20/2O15I 0 1 \ T II i( l 9B+-- — r; 2l I , 1 y ANO z sNRues PEA loo LFt 6 s U&R N 0P0.9FD 8 ;{11ii 11'' \` �lII� �� l! /—' ;c, / 3_,¢ .9se �� B+z F No DATE REVISIONS IEwsrING coNIPERDus 0 1 1` / +r r�4 hi,/ I DESCRIPTION O ii11111'I It tpd., •"' T]7;� !' I ` ''`a``/ ,..4,,-".", ^^� ��1 F 41GFIWAY58UFFERYARD TYPE TREES PRESERVED p � 4/6/15 OPOR iiii; �,..� �` .LAP MMP MMP \I'\{11{'\\ { I �'t s '� :•:•».. -c. 'a ���.��.� \ >•Ii�'r� � �ryMo e�'wwTM- .+Putrt uNlrss cANDPV TITE£s to a cM+a�r TREES `1 I{ � \ , ® •• � ��r�, '{ 1 aEQu1RED LI DANDPYTAEEs 2 uNDEAarORY a EES ANo PRDI'DBED CEI PROJECT NO. 1 INITIAL DATE DPOR� PM 1 DES DRW it\I;4' t 7 �� r ® ��!1 g �` :„ �" ' ��I�q'• v�i?',f I / x+DEASTOAYTAEESAND2 wsHAues ouxDERs'roRiTREFs 11111,,:\,s, 3 i :'� c, / . ‘,11,'-, ' i‘,,,,,,,,.,, \...,... ' ■..ir ' J1 I © isit 1I 3 SHRUBSPER,OOLF) 528 F „„pgHggBD PROPOSEDEngineering Associates,Inc ,1 �ll�►�� ” mmAT EiEcnR "*"L�o r::AL rsAs71I 1 t "�+i �a I, OH _ANDSCAPE T1:;`T ���•'. -_'_�� Y BUFFER1 `,` �- +��•� aI•�. A,� '•t, 4 YARD TYPE B 2O'WIOUN BLVD F•ER 8 PUNT 40 CANOPY TREES 15 t'fmPOBED 0 CANOPY TREES g ;\';\,.i- ,i `` .�•_: � ��m.�..+�, UNITS 55°1252512 cANOPr JNDEASTORT TREES AND is UNDERsroR TREES 9030 LW Remy s+A roo 0772)466-8732 i i;, '�”' :::,......#1, .��%. / Jet),.', �.._ - zs s,llwes D Dem.Tx 7523+ Fax ronl4ae-623z ,,r Tri, ._ -J'r,)`I -- 111 B - --- TREES 3lklOERSTORV TREES �AOPOGEO __ _ Jff �� 5AND 5 113LF SHRUBS �'� 20 SHRUBS PROPOSED DIiYORF CHILDREN'S LEARNINGADVENTURE f i1 , 1\ 4►•►' ---..-. � *7T 518 LF r PT �v 1 N 13;;j11.741:::3f �` < / ...._ '� _ .. LEES TREES pSyyV15�iPJjIMIpA90FY7 N0. 1m fm)N'5.22� , '� FiOFlWA 5 _. __._ QALPN�.VD 1 � TA I `\S • r WEST PROPERTY UNE AT TtE T� / � • // --�-�._ BOND BUFFER YARD 25'WIDTH 9 UNDEf6TORY __^__.____.{_%3-____-__-..._.._l I - ,,p,�,,�--'�"— 1:1 TYPE A..4 P:ANT UNITS 3 UYDEASTOflYT P, p DA1E SNEET B+ tis 984 ---- 865_--BEA aW �'nv IL7L_7 y 7.5-H- `------- __. ._ flEQUAED O BmERsroRv AND36HRUB3 B3HRUBS ROPOED OVERALL LANDSCAPE PLAN y20/15 �s -- = - Ali _ _ _ . 5D SHRDBPER,9DL� 1 REV 0 968';987 ai ....,. ...ur.,T nc werY- 7---.-.___._-_-'_ �a4i�.'�S • ^. '_. c IBa01.2o 10877 WATSON ROAD ST LOUIS MO 63127 PR JECT - G rte_ : MANAGERS lir=.. I ®®® I 1 Emu•a -,-- ®® , I I II I I I ' -, I I 1 1 2�9! I I I EXPLORERS#7 I I� _ O i i ■�_■, , , I , U��I� __J __-J L."- 33 33 i• YR `-- EXPLORERS#5 `--J `--J 401 SQ FT `- ' � I ---J VOYAGERS#3 �• 33mos 5YR 1' ADVENTURERS#1 16 32 mos 11 W CLASSICAL DANCE ' - 1: 700®T 1 123 i i 6 w. 15 mosEMI I 612 YR , I , , , , r--- I 536 SQ FT IIIIN I 701 SQ FT .I , 1051 SQ FT F- F--- , __ 1 f3fl [L�.11�.1l®®[+�._ 1 II COT2 ILT..31P9 ;0771-;T t,11. .I' .I i , 1 �- U ,;y f L___ - - _.. - , o® VOYAGERS#1 :_-_ y r-� •" 1YpMp®®®�� I ,I N COT 2lil MI*`�z114 a 16 r s132,mos I I 11 i VOYAGERS#4 '{It W -_ I i ----, 1 3 I ___�, 32 mos {`�, � J --- `N"--- I T.' l• , i --J I': 1 I I 1 491 SQ FT v� \ 1 EXPLORERS#8 EXPLORERS#6 .1 i r--� `� , -J 33 os SYR 33m. YR I I I-__JIBM, c 1 514 SQ FT 4 0 1 126 I 1 IA .1....A..7......,71: �Y.I---J 703SQ 1FT F--- 700 SQ r___ IUI----I ®©•.�uI1MJt ',ra-'-- ,4,,2 `___ Q r IA o ET 1 - `t II - ....I'. ,1 �II III VOYAGERS#2 ® .ate Etibi1nni®® lip Z — 1 L- ®[seal®® 0 1 IIIM���� MIII��� I 16 mos 3 mos l 11 I I - ®'s' M IEURRICULUM FJ-- I KITCHEN I I 112 y- _ - VOYAGERS#5 i �Z/ W n SME STAFF 1 - J II PANTRY 490 SQ FT L F--� 16 32 mas •+ N W I I 11 \ C t '7 11 RE 305 ES L I 11 ( 307 ) 1 08 1 GOER YARD .1` I ® i/ LL Ln 19050.FT ,I _ \L v! THEATER L_ J I'.4 N -I ® II1 , 513 SQ FT W (n 612 years II 11 I■S• - .y Qi I - J CO 106 1AFTERSCHOOL COMPUTER I I' 11 j Im\IC- ,I F-14. I r, Q I L__JL 'L__ I I 1 I. �./ 1 6-12 years r 'lr 'I- EC,P ENT I' . - j- L___ _ J •0 = 108 N sFE0L1 .j7® k '^ 1 525 SQ FT 1 ,II, r 130 11 'lll `�I 11 I lJJ 2 ---' 1055 SQ FT "" i' -a "� EXPLORERS#1 I 1 I un .T....: -..,_.., ,,....,.,.,...:.,..,,: ..,:..__.... VOYAGERS#6 J Q -� r--1 ... `� — (*Wadi �� (os 5;R J �I19---J 1 BR I I l i(Is 11 �; d I 111 SQ 16 os w U 11 I L_Jti; -- . ¢sw./� I se s3M.es.L JL_\I___J L__JI i t1� 700 FT _ 0 513®T F/ U s A• t MODERN DANCE I 1 i ,I --- maim- _ ® l/3s`i L---t Q I1 • "Y •'► it 'I :Ill 7 l i I7 [I_ I.®® ` �' 1 _ e.rs,:71ii. Mill Airs ___J L ,_ I z 1 I.11•• I i w, – J �•'i::,�. a4L 8...1 hl -- �\ 1 l n(- .._<11. i��(I �_ 11:EF3.7 I:II®�j iCO a .Y_1OTI T� .)I IIr Y I©i®® �•�1 rcry1L. . .. 'was rc,IL'VI I I i ® p 11 1I .d `, „ ' 'I IF::. : VA,- 1 I " THE READING REEF - 17 I �a In Nu L/ i ,I III/ i "�J E PLORER R 2 icr v ,,t 1 L__J BASKETBALL 3MEM Y'S , � 700 SQ FT 7050 SQ FT F- �e ART ROOM Li, I. \ 1060 SQ FT i , i p rr e ___f i 11111 L___J�Q''�.'��''®"1�Q��1: � I � Q � I i � Al 1 05 te, 1 ,-.1_,:::...... ,' - -.-- • 1050 SQ FT I --- il F11-7'''''') �FIrIMAGINATION ISLAND C� g �'I,t 1310 1 �! .,�''� I ; 1027 SQ FT "' 9 EXPLORERS#3 �___ �lIIl1 331• YRMIEll 1�' i AFTERSCHOOL ACTT•.;1 -.---,---.------ e � �� a I--- 701 SQ FT 1111 6 12 years \ 11 r L_T' --J L__J L__J •1, 1 ii 1052 SQ FT( 1.. 11•L 1 J 1 STAF- Q• QTAFF!--��-• CO-:•u•pt 1.°:.E°1"!31. A - • ..-n ' ro- •II� 105 1 N I I IlI ,bp - i I 1 , — L--J ,cm'• IOR1 0� ® * ,� / i I till, ■■, e • i I _= AFT CHOI_ 3 ; U - 4. - LABORATORY LAGOON EXPLORERS#4 '3i Ra. TIO 111111tttiii --- _ O 4YRS +. 33mm•R ®I _ MEM ,.. CULINARY COV _ __ Ile = -- PICTURE PARADISE or ;,'Iu 312 YRS r ®i Il .r 3WSW ® ( 102 I1 N1®11II�IN ..\_-_-_ � ���`7� 312 YRS 1A11.YJ�� 756 SQ FT SE• ,l SW, - c..,-_ 877 SQ FT 122 �Lu,,IIYYRSGIL�ps r v + -_" f 727 SQ FT L- - J i ' L3�. 1 li •ii B ' ' i ® I rte \u -i ii z \ 1053SQ FTr ,•I ___i �' ilkul • SS a �{ --',=if- 3 II 3 APIERSCHOOL ., - IL.6.".. Nh CAP t.,I 20 L_➢ ii 11___ R z • �� 1� N • • 1 _J mi, IgFI�r�R ,, 1/ MIME R iCOy 00 3 W J N 90A � 8 8 8 = - z <<<<<<� < FOOTPRINT INCLUDING BUMP-OUTS AND ARTICULATION — 33,014 SF 2z 4 S],FT 78FLES FOOWALLS INT32,6 O0 MAIN TBUILDING — WALLS 32,690 SQ FT NOTES — 1 THIS BUILDING WILL BE EQUIPPED — _ THROUGHOUT WITH A FIRE SUPPRESSION — SYSTEM — _ PROFESSIONAL OF RECORD 2 THIS ISA ONE STORY BUILDING — aRoxe.alaezl noo MAIN PARAPET HEIGHT 25'-8" — FEATURE PARAPET HEIGHT 36'-9" 915494 FEATURE ROTUNDA HEIGHT.50'-0 pq .. pwe: FOR APPROVAL 9..w. NONE 3/18/15 ICe• FLOOR PLAN A—1 c @DRIB@ FINISH LEGEND 1X-0 Al KEYNOTE 0877 WATSON ROAD ST LOUIS MO 63127 A FIELD COLOR DUNN EDWARDS:DEMO MON BEIGE'OREQ PROJECT B ACCENT COLOR 01 DUNN EDWARDS:DECTBSWHISPER GREY ORELL MANAGERS C FIELD COLOR DUNN EDWAROS:DECTBI SAHARA OR EO. D PREFINISHED LUVINLW:ANODIZED DARK BEM.OR EO E BRICK•ACNEBRCK:'SARATOGA SPRINGS ORAFFROVED EQUAL F STONE OTO CASTLE CUSTOM STONE-'WESTERN GREY'CHOPPED PATTERN LII G NOT USED. H STONE CAP STONEGATE DESIGN-NATURAL WHITE ORE O. D J NOT USED K FIELD COLOR DUNN EDWARDS:0E6214'PIGEON GRAY' Z L HOT USED W (/) N < LL I— F- O 0Z W W Z ZU z_ Z 2 W Q IY QLLI LLI u) _I L,.....),i_i = Z = v I WV IY a —JJ_ PRECAST CAP 2 ---J{ }��tFINISH rr LI air INTO /�i�i MD.__.---/mar 46.216111/ BRICK VENEER V 1111102 111M I i����'jaEf---4.:,. FINISH'S' 11 b 4 I EA III / ill SII�I = �RN.GRADE I- 6,611/4 STEEL TUBE POST W/ 1NII FWELDED ENCING ENO CAP.PAINTED TO MATCH rypICAL ELEVATION B 9 :IR _— I NOTE: 411111111 m tll�l PRECAST CAP.FINISH H' ELECTROSTATIC PAINTED GATE.POST S DIRECT RUNOFF `JY' A31-1 '.', FENCING TO MATCH FENCING COLOR •>,Y lir '•�� 4'X2'05/4 STEEL TUBE FRAME,MITE TO DRAWS WELD AND GRIND SMOOTH.INFILL W/ WITH CRICKETS NP 1 -mac�— �� Lam* CONSTRUCRED Li 1 ZSR _ ROLLING RACK I' 1'Xt'Xt/a VERTICAL STEEL PICKETS = WITH TAPERED TO. 2 ED. ®d O.C.SEE NOTE { �� � { SLOPE CRICKETS / A' FILE STORAGE 16 GA.PERFORATED MTL.PANEL W/ L = INSULATION 16'-p 3132 0,3116 STC.PATTERN TACK = _ I/4 PER FOOT •GUTTER DOWNSPOUT 1/0 EX/.SHEATHING TO EXT.SHEATHING FURROWS •II 1 WELD BEHIND PICKETS BALONG = { DECORATIVE TYP .111111111 11121 FRAME.SEE NOTE - rLL..�C C 4r COLUMN/PLANTER �i� PAINT TO MATCH \O r INSTALLED BY e'x8'xt/d STEEL TUBE POST W/ + \ l-'' { ';'t SEE DETAIL 19/AS11PIPPWALL = OWNER_ �''; \- ' ' { 812/AS1-2 CONTINUOUS © ¢ FOREEIRIG� tr. •' WELDED ENO CAP SHINGES / , CONTINUOUS COPING. T� Ill SEE NOTE. { Wlti ®DP VI STEEL CASTERS = �� 1,9 r- lie 1150 SEE EXTERIOR i '" # Ick- A ELEVATIONS N•_' FOR COLOR V SOLATUBE 160DSCANE eolr w/sTEEL SLEEVE GATE ELEVATION A �•� n UBULA TING WROUGHT LEON LIAL BLOThilih, DEVICE ASt-1 S (s1DECORATIVE WALL BELOW .11 1 B TRASH ENCLOSURE ELEVATIONS PAINED DAR FENCE PLAN DECORATIVECOLCLASS'B•BUILT-UP BOWTETO MAT SEE DETAIL MAS1NTER ILRL°FOOT EMSCI SONZE TO MATCH SEE DETAIL 1&ASI-1 SEE AS1-1 SCALE'1/4-1-0 te'-0' 12'-03/4 STOREFRONT &1]/ASI-2 / �` �rI.C'E CBTIPH$ -1 ,�-ra are/ 3'-B- / 3w /2-4P dJ, �4� 1 V \ #' L— ''mro . ® �, ,EES/AS1-2 FOR RLI # I ////////�///�///�� I ^ -- �� �— - m. NO STEP SIGN SEE 4�• -`� ASi-1 FOUNDATION Q DETAIL I6/A1.i NP INFORMATION ID \ ..t.' VP `Yi N1ti TYP ems:., / I / © --_,..:_-,2,�- —.L y.�� NOTE:REFER TO SHEET A1-3 FOR ROOF PLAN GENERAL NOTES / I F--r---I RrSiRJ \ jI DUMPSTER 1� / FENCE ELEVATION LINE OF FOOTING BELOW SEE F / I I II II I I OAST-2 �� 12'-03/4 CLEAR I I I I / n W 8'CMU WALL W/VENEER.SEE 1 i B PI 3/ 3'-0' / 3,0 ,04 3,0 9-. / I 1 I� N I� II I I / I o Iy MASI I FOR VENEER TYPE f3rT / �, ,� / ,D 6 FILE STORAGE ROOF PLAN 2 FILE STORAGE PLAN 6DIE CONCRETE FILLED PIPE \ #, ' """'/"'/4 //�/'// I LL--=---�� I / I FENCE ELEVATION 8B A BOLLARDS PAINT OSHA YELLOW • —Q_Q 11114 I—— ___ I // I AS1-1 SCALE.1/4=1-0 .311 SCALE 1/4=1,0 AS1-1 SEE DETAIL 11/AS1-0. 10 w— SCALE'1/4=1-0 /�/�/ COORDINATEINSTALLATIONJT,.�__}l / � ' ✓ m Z \\\\< WIFOOTING BELOW d II D 11-1 b COORDINATE SLOPE WITH CIVIL I I1 UMPSTER II I / Y ___ ___Al J m WALL&ROOF LINE BEYOND �T 8 GUTTER 84'DOWNSPOUT T��L�, WALL&ROOF 8'X16'STORM PROOF METAL 6 MIN THICK SEALED CONCRETE 9 I II I--I II I I / `>+/ SCREEN AT BOTH SIDES OF PAD OVER COMPACTED BASE d LINE BEYOND LOUVER VENT W/INSECT PAINT TO MATCH WALL. PER GEOTECHNICAL REPORT I I II N 11� I I T PREFINISHEO PREFINISHED SPACE CLOSEST TO HIGHEST WALL8 ROOF PREFINISHED 1� lir_I - ALUMINUM COPING ALUMINUM COPING POINT LINE BEYOND ALUMINUM COPING 8108 TUBE STEEL EMBEDDED LI-------IL I / m - FINISH B FINISH'ElFINISH'S MINIMUM NAEINST DATION TE / _� Er TSCCO FINISHED COORDINATE INSTALLATION / COfiNICE-FINISH'B' CORNICE FINISH'B' CORNICE-FINI$H'B IL o,„_ J y STUCCO FINISHED STUCCO FINISHED 1.....=. �—�r Y 4 Wff00TING BELOW / - _ _ 4 STEEL GATES WITH SCREENING. / LOCKING HASP B THROW BOLT �• STUCCO FINISH STUCCO FINISH ,A PREFINISHED GALVANIZED. FINISH A FINISH A FINI SH AFINISH ENDON3EWEENOCENOORTTER POST AT L ——— I ———— -14 SSP ALLOWED.PROVOS HOLES IN ARCHITECTURAL ARCHITECTURAL ARCHITECTURAL CAST STONE CAP CAST STONE CAP PAD FOR THROW BOLT IN CAST STONE CAP FINISH 1-1 FINISH H CLOSED&OPEN POSITIONS - FINISH M' PROVIDE STL.RECEIVER SLEEVE ISA STONE VENEER STORE VENEER SET IN CONC.AT CANE BOLT =-- _ _-- -_ FINISH'F FINISH M. _ __ e,__, _ __ _ STONE VENEER INP) ® mei .® - tc� .---..,k3/- Ems' __ �.��• _ _ raw r FWISHF- CONCRETE PAD(SEE v= — oe®e ® '�� ® ®- ® ®m ® ,..E STRUCTURAL&CIVIL)EC/ENDING ..,-.p...4,41- 19.,-_==.,44-72-1,4-2.4•449 - me �— BEYOND ENCLOSURE WALLS AS ® - - PROFESSIONAL OF RECORD REQUIRED DO DR L PHONE 314-801-1100 TYPE© NOTE REFER i0 SHEET 42-0 FOR ELEVATION GENERAL NOTES. U 915494 CV iv, 9 FILE STORAGE FRONT ELEV 5 FILE STORAGE SIDE ELEV , FILE STORAGE REAR ELEV Scam ASDrawn KMMEO ,.!Chxxk. JLP AS1-1 SCALE 1/4=1-0 AS1 1 SCALE 1/4=1AS1 1 SCALE 1/4=1'-0 6011 '-0" AS 1 _1 ] TRASH ENCLOSURE PLAN AS1 1 SCALE'1/4=/-0 SITE DETAILS c 10877 WATSON ROAD ST LOUIS,MO 63127 PROJECT MANAGERS / �.O RO SD'0' W D sT4e BORMCF J O.PARAPET _•.I.♦♦.♦♦.♦♦♦,sv_ Z zLIJ •♦••♦♦•♦•♦••♦♦•♦♦••♦•PO Z U z e,v PILASIFR T�If` f A W Z IX REE 7—L ' 7:737 _-________: 0 PI FLOOR I� _ Z I®ELEVATION LEFT SCALE 1/8=1-0 0 E VII' :illi,d III 1 a ROTUNDA CORNICE:WHISPER GREY elf I °601V1�Dg_/1 - 50'0' �'I�I Al 1.11 - SCORED EIFS:BISON BEIGE • f,Ii,l &TTQCORNICF__ SCORED EIFS:BISON BEIGE I•Ilii I '1 ///���EIFS PILASTER t T'4'P 9. I I-gT �'II 4. \\` / TRIM'WHISPER GREY ` 1� IFS CORNICE. /_nl/ -___--_-_-4 WRISPER GREY STUCCO:PIGEOBGRA ISI ---__�♦♦..♦..♦♦�-------_ • AfjFP • STUCCO:PIGEON GRAY - STUCCO:BIBON BEIGE ` ISII _ 28'-6' �P i STUCCO:PIGEON GRAY ,'-' -- STUCCO:BISON BEIGE M111111111 S.OILgT _ __-_ __. �________ -- __.-._.- ♦♦♦�- -_ _- TRIAL WHISPER GREY Ws _ _7-7--_7--.---__--_--.: i EEEEEER ___ _____ A BRICK:ACME BRICK- NI _- yam' •_- - - ' __+ ti - - _a - _ SARATOGA SPRINGS' nFIN FLOOR _......_-.�_. -_... ' �- \ 1 \` l _ _ 11-i +-.1 - .-• .- i. FINF s— OOH CURTAN WALL GIAZIK'G COSTAI,N WALL GLAZING STUCCO: SCUREY EIFS: STONE: CURTAIN WALL GLAZING PIGEON GRAY SAHARA E.PILASTER EIFS ACCENT CUSTOM STONE'WESTERN GREY CHOP TRIM:WHISPER GREY BAND:WHISPER GREY Z C:<:<`C/C J ELEVATION FRONT PATTERN A2-0 SCALE 1/8=1-0' PROFE55IONAL OF RECORD obtO 915494 .: OPTION A RED 1/S-1'0 I ELEVATIONS FOR APPROVAL s `a 3/18/15 I N,. EXTERIOR ELEVATIONS 33K c �a��o 10877 WATSON ROAD ''1 ST LOUIS MO 63127 1 PROJECT MANAGERS W t-ROTUftlA CORNICE:WHISPER GREY D Z SCORED EFS:BISON BEIGE H H � w � 1 I w TQ PI- g. EIFS CORNICE:WHISPER GREY rEIFS CORNICE'WHISPER GREY I� / SCORED EIFS:SAHARA I{///( • Z '7 /7 S STUCCO:BISON BEIGE STUCCO:PIGEON GRAY Z W Z U � O z QQ }' 6 0 z-L v-•,- o 0 0 N. ..nuneimm. CK:(1)ww-214k ___.-,:._ ' s,—..a-,t..4—.,a, gi 7:7'7 BRICK ACME1 FILO•Q-0�' rCURTAIN WALL GLAZING BRICK'SARATOGA rrTONEICUSTOMSTONE / BRICK:ACME BRICKSPRINGS STUCCO:PIGEON GRAY 'WESTERN GREY•CHOP —EIFS ACCENT STUCCO:BISON BEIGE 'SARATOGA SPRINGS EIFS PILASTERPATTERN BAND'WHISPER GREY TRIM:WHISPER GREY 0()ELEVATION RIGHT SCALE 1/8 1 0 E I-1il 1�1 it �1f I\ Oli�l 'Iyi ::• 4. . mr1 r - ,I 11 1 allin W T.Q PI w___ r EliEw III _ o•B• .,,_„:,:,:„„ .______ __ _-__ =_ Ste? ___.-____ _________.- �♦ ♦♦� _ _____ B.O.PIInST ROiRio. GS'b'bF}. 4C$-SSS1vi_�.- _. —__ 11ri 1 ____ __ muirminru mumiririrmririniriririniiiriiiiriririnirimirirrinnrrnrn _ _ ---------- —__ ___ --____ __—__ _ W F,'- ee Z <<<,-,<-, ®ELEVATION REAR SCALE:1/8=1-0 PROFESSIONAL OF RECORD PHONE 914-821-1100 Job N,: 915494 GL'IV W.: ELEVATIONS FOR APPROVAL SA"' 1F•I'0 1 3/18/15 5..No. t 1i EXTERIOR ELEVATIONS 33K 0 0 ti V r..1lASTE.Ft O 0Pt ,y Nirrr ti 11111 e • 0 0 _ 0 I I 1 ._ 0FT1 - 0 ._ d I s O _____ I _ -...,. ._ „ . .O --------Am ELEVATION FRONT ----- - O 0 TO.PWr9, I .r. 0 x r *I TA.R{As,tw L f 1 n r y o 0 00 0 . _ _,. O __ o .,.. . Im. vow mic 0;LW.teil -,.. imaii, . .,v 11 =p, . o ,,,,ii.L. . ,,.. _ o ._ .. , -�� 2� It - © , _ r„_._ ,,,..,_ i [1 ELEVATION RIGHT ELEVATION LEFT • e \ A • eitIff ♦ \ r 1 DUNN EDWARDS DEC785 2 STOREFRONT-SOUTHWEST ' MASONRY-ACME BRICK d STUCCO-DUNN EDWARDS 6A STUCCO- 56 SCORED EIFS- 6A STUCCO-DUNN 6B SCORED EIFS- ` STONE-CUSTOM STONE "WHISPER GREY" ALUMINUM"ANODIZED DARK "SARATOGA SPRINGS" DE6214"PIGEON GREY" DUNN EDWARDS DUNN EDWARDS EDWARDS DEC750 DUNN EDWARDS "WESTERN ;.__". . BRONZE" DEC747"SAHARA" DEC747"SAHARA" "BISON BEIGE" DEC750"BISON BEIGE' CHANHASSEN MN cIII!"DJ�N�sLEARNING♦" J D //NM'd EXTERIOR FINISHES �/� CASCO 03/18/15 Childcare Centers S.ITE'MAP ( // --'''-- UNDISTURBED \ \\ /. eP/ / AREA 2 13 AC \ / , N \ / / / y/ / X iii / it / ! 1II )/ �. WETLAND / 1 // 4. / /� 1 I .. C // Y ' ___./.._______."----- I I 0 . 1 ' 1 1 1 xvi___, . ..._____ WETLAND SETBACK / f/) I "Ea 7 \ ---- // / SIDENT.A,Et VER HFEA • • �� •• • I , •, .•• f , • .,.... •••• _ ;,- 1 4//� f ( /r • • ,e),_. • • - - • I I o I.ARG=SHAD_ . • - I �� STRUCTURE • O O // • I .. CD j i1. 0 7=" I STRLCTURE CO III I I • •I 0", •P_0 , o I // I.. . .i1 �� :. 1 1 _. i . L., 1 \ _ .1 ---Lo �� / -.ommig.. • \ 1 ,.. ii‘: 1 \, ,,... L-,. - - !�_,_�� ii •I ' �T e cc s_reA O d J I�LL�j_. .. -- —�/ 33 OS# ' : 54'50" ` ar ` Herr 0 ., F..0 SETBACK 'i 743 / " - g 4) iv .. n W HWY5 1 ' E L E VAIONS: ___ - B \k ( ____) •••••••44 I pENgiricxl, . =I 1 I E,E,K:3-:-:-: • . - . ....... •• ,,,,, &___AFE22 212.__._.CA iiiiM! • ,. II 111111 .77 i ' ' 41 Ili mil. 11111111iif — 77,7-77 gimigio :.Ett* -• ' . A 2,"i..-..: Ellar :,,,;,,:.,;,,,.1 M.a„,e, INE TT I 1 I 0 0 --- - . • FRONT ELEVATION "-------, r . "------i o , D i•A A••A 4ittifirk 4:7 • 44 •• ',X / =. [ ---------, ,:_„_:.:,:• --„,:_,„ _....... ,,p_mcii(cat ____Iiiiit • — = .„.,..„.., 1111 ,_____■,w NI,_... 11,— Emi:FE:E ----r 4-111 -FE:2 - IIIIII,VbrIII ;1 -1--T--'-' II -. g 11 mg II n - - - .,:„.:,,... !-_-47: um _. .,_.111M.......:,.. ._. I LEFT ELEVATION E RIGHT ELEVATION E L. f-----2 EV _-. . 7 k A—_L7;1 —_ -MM-INI- -II • - 7 1 — i I . AI1. n 1Pe.. 1 REAR ELEVATION ff II SIGN LAYOUT i SCALE 1/32" = 11-0" I I: i I r,) I I Q Awnings Qp, SPECIFICATIONS B 40" scent FABRICATE & INSTALL (1) SET OF ILLUMINATED 7saq,as79 CHANNEL LETTERS SIGN &AWNING SINCE 1979 O CHANNEL LETTERS: 6015 Skyline DE - Houston,Tx 77057 • FACES 3/16" 7328 WHITE ACRYLIC Phone 713-780.1151 Fax 713-780-7518 • RETURNS: 5" .040 ALUMINUM PRE-FINISHED BRONZE nccntss1: = ==== • TRIM 1" JEWELITE PRE-FINISHED BRONZE • BACKS 063 ALUMINUM (WHITE) , • ILLUMINATION:WHITE LEDs .�• ' • POWER SUPPLY REMOTE HOUSED IN CAN • MOUNTED DIRECTLY TO WALL WITH MINIMUM 3/8" ' FASTENERS.WALL MATERIAL: • idhiRtiasi stayapply Pim*®ht b waked, ALL CHANNEL LETTERS REQUIRE WEEP HOLES Project Information ( ELECTRICAL LOAD: Job Name: CLA 1.76 Amps @ 120V Location 7750 Galpin Blvd ELECTRICAL REQUIREMENT: ONE 20 Amp CIRCUIT @ 120V) City/state: Chanhassen, MN rT 8• I Date: 1 29 15 / Sales Rep: Nathan Niemeyer 0/ Drawn By EEkY . Drawing#: 1 3 18.15 REVISE LAYOUT AS 138.3 SQ FT 2 3.18.15 REVISE LAYOUT AS 3 3 19 15 REVISE LAYOUT AS SIGN LAYOUT SCALE: 1/4" = l'-0" POWER SUPPLY Production Approval RETURNS Salesman Date —TRIMCAP FCopyright FACE THIS RENDERING IS THE PROPERTY OF ACCENT SIGNS&AWNINGS ANY BACK REPRODUCTION OR EXHIBITION OF DRAWING IS STRICTLY PROHIBITED • ©2014 ACCENT SIGNS&AWNING.THIS RENDERING MAY NOT BE USED TO BUILD AND/OR CONSTRUCT WHAT IS DEPICTED HEREIN WITHOUT LEDS THE EXPRESS WRITTEN CONSENT OF ACCENT SIGNS&AWNINGS Underwriters Laboratory u gran sp..aarobYwa-I.Y IYma.oun.a.a MIN 3/8"X 5" FASTENER Lwap,.,,,.,�,«.�,�ac,.w,,,,r.r ■ abr.Ib to tl.popn 4.."a.p d bNq AElectrical © ns.gfhmIdb• .--e.nmd.in b.*ke Emvu. a«..t9y.f**q MUSTS*fd&OTNEpv0Ua6ESpA rom..kthsfr. ap asap m.umpdpainn.pnr.1 wd Y.xdr.W.em enroby a...ded a.aby bmro'.. SECTION VIEW SCALE: NTS Page 6 of 8 NOTE: DIMENSIONS ARE ONLY ACCURATE WHEN PRINTED ON 1 1"x17" PAPER AT FULLSCALE DATE- I I LANDLORDAPPROVAL. DATE. I I CLIENT APPROVAL , CHILDREN'S LEARNING •��aY�lySl9nslAwNngs¢p��� SPECIFICATIONS ADVENTURE FABRICATE&INSTALL(1)DIF MONUMENT SIGN WITH Childcare Centers iccent BCE#11079 REVERSE ILLUMINATED CHANNEL LETTERS ANS ONE SET OF FRONT AND REVERSE LIT LETTERS SIGN&AWNING SINCE 1979 O CABINET ALL ALUMINUM FABRICATION.FINISH P1 • BACK PAINTED P36015 Skyline Dt - Houston,Tx 77057 9'-7 1/4" © REVERSE CHANNEL LETTERSPhone:713.780.1151 Fax:713-780.7518 • "CHILDREN'S LEARNING"..125"ALUMINUM FINISH P3 4 0 2'-9 1/2 4" 1' 0' 4' www'aCcc nisi to.tom t • "ADVENTURE" 125"ALUMINUM FINISH P4 • RETURNS 3" 063"(PAINTED TO MATCH FACE) • BACKS 150" CLEAR POLY-CARBONATE + '' • ILLUMINATION WHITE LEDs • POWER SUPPLY REMOTE HOUSED IN PAN IN LEARNING �' V © 1 • INDIVIDUALLY CLIP MOUNTED 1 1/z" FROM BACK I PAN SIGN. c , ,. "R"•HIGH PERFORMANCE VINYL V2 / � te3L►Ir�tetLirLayoppty,Pwa{eatrrwmataa. © POLE COVER FINISH P4 / (1)STEEL PIPES 8 625"OD WELDED TO SIGN FRAME, / • FOUNDATION (FOOTING) Project Information 24" DIA X 6'-0"DEEP CONCRETE PIERS N' CONCRETE PAD 3" BIGGER ALL AROUND �' IIDIIE#IIIIIRE O FRONT AND REVERSE LIT CHANNEL LETTER: o / lob Name CLA • .150"POLYCARBONATE FINISH•V1 in / 0 i • 1/4" FCO ACRYLIC SOLVENT BONDED TO FACE FINISH P3 / I Location: 7750 Galpin Blvd i • RETURNS 3" 063"ALUMINUM FINISH.P5 � City/State: Chanhassen, MN • BACKS. 150" CLEAR POLYCARBONATE �_ • TRIM 1"JEWELITE FINISH P5 – • ILLUMINATION WHITE LEDs 0 N Date: 1 29 15 �..._.. • POWER SUPPLY.REMOTE HOUSED IN PAN mo • Ce • 0 Sales Rep: Nathan Niemeyer • INDIVIDUALLY CLIP MOUNTED 1 1/2" FROM FRONT OF - C h ii d c a r e nters PAN SIGNc of © LETTER SURROUND: 090"ALUMINUM Drawn By: Ace Schlitznicky " FINISH P2(MATTE FINISH) • 0 Drawing#: ASA15 0035 is ELECTRICAL LOAD. 2.8 Amps @ 120V -- — Revisions ELECTRICAL REQUIREMENT' ONE 20 Amp CIRCUIT @ 12OV 1 3.18.15 REVISE LAYOUT AS SIGN LAYOUT 2 3 18 15 REVISE LAYOUT AS SCALE: 3/4" = 11-0" 3 3 19 15 REVISE LAYOUT AS _ _ . POWER SUPPLY I [--/ go- �� ` L,�ySalesmanProdction Approval f �j . Date I t - RETURNS TRIMCAP i — i - 1 Copyright ri I FACE II / BACK , / / c-D l ; THIS RENDERING IS THE PROPERTY OF ACCENTi SIGNS&AWNINGS ANY ii II /4 ACRYLIC FCO / / \ I 23.6 sq ft REPRODUCTION OR EXHIBITION OF DRAWING S STRICTLY PROHIBITED SOLVENT BONDED 0 / F 2014 ACCENT SIGNS&AWNING.THIS RENDERING MAY NOT BE USED 1 TO BUILD AND/OR CONSTRUCT WHAT IS DEPICTED HEREIN WITHOUT DU THE EXPRESS WRITTEN CONSENT OF ACCENT SIGNS&AWNINGS L N slnsQfAwnIngsap b_ _ SPECIFICATIONS 0Vi - �C CI 1 jil scent FABRICATE & INSTALL(7) S/F ALUMINUM :, rsuaie57s PARKING SIGNS WITH DIGITALLY PRINTED AND SIGN&AWNING HP VINYL GRAPHICS. DROPOFF SIGN -PLAN VIEW SINCE 1919 © PANEL: SCALE 1" = V-0" 6015 Skyline Dc - Houston,Tx 77057 • FACES. '/s"ALUMINUM FINISH P1 Phone:713-780-1151 Fax:713-780-7518 • DIGITALLY PRINTED LOGO AND V1 VINYL(DROP OFF ONLY) 1'-10 ' www.accentsignco.co T • WELDED TO SQUARE TUBE SUPPORTS 1'-10 • BACKS, FINISH P2 - , • SIGNS TO BE DIRECT BURIED " � © SUPPORT. �+g _-1/8" ALUM PLATE 5 • 2" X 2" SQUARE TUBE SUPPORT FINISH P2 r (TACK WELDED TO 2" � ` (' ALUM SQ TUBE) _childcdace comersi 2... . itit>iay Plow tete le Wrd Drop off Only FINISH SCHEDULE ,! , i' Project Information PAINT COLORS-SATIN FINISH Job Name: CLA C----) P1 WHITE 12" X 3/16" WALL Location: 7750 Galpin Blvd _ P2•DARK BRONZE — ALUM SQ TUBE City/state: Chanhassen, MN Dp1 DIGITAL PRINT ON HP VINYL WITH UV OVERLAMINATE d. an V1.HP BLACK VINYL ! Date: 1 29 15 APPROVED BY. c Sales Rep: Nathan Niemeyer M Drawn By: Ace Schlitznicky Drawing#: ASA15 0035 WELD 316 6" Revisions 2 1/8" AE— 1 3.18.15 REVISE LAYOUT AS E I ! GRADE 2 3 18 15 REVISE LAYOUT AS '/2" 0 HOLE FOR 'I IIIA SII(�III� =III I�I'��III iil1' 3/8" BOLT--\ 0 BACK OF SIGN A*— III 3 3 19 15 REVISE LAYOUT AS J II—I!I I I� II III—���_ -- ISI—I II I, l—i III= 3/8" ALUM PLATES - (WELDED TO 2" v Production Approval ALUM SQ TUBE) • OPTION#1. PLATE MOUNT ON CONCRETE Salesman. Date' CUT TUBING OFF BELOW PLATE, SECURE PLATE USING 3/8" BOLTS WITH LEVELING O O 1 --- ' I NUTS 1 8 •• 1 Copyright • OPTION #2. DIRECT BURIAL IN DIRT THIS RENDERING IS THE PROPERTY OF ACCENT SIGNS&AWNINGS ANY PLATE DETAIL-AA BURY PLATE FLUSH WITH GRADE. CONCRETE REPRODUCTION OR EXHIBITION OF DRAWING IS STRICTLY PROHIBITED FOUNDATION TO BE 8"0 X 1'-4" DEEP ©2014 ACCENT SIGNS&AWNING THIS RENDERING MAY NOT BE USED SCALE: 3" = 1'-O" TO BUILD AND/OR CONSTRUCT WHAT IS DEPICTED HEREIN WITHOUT PARKING SIGNS THE EXPRESS WRITTEN CONSENT OF ACCENT SIGNS&AWNINGS SCALEq : 1 " = 11-0"r-0" Underwriters laboratory ULr:np..endo opegou wwl1.64.<M.nk'rowo„AoW kd .d..nxk�wawas<aw,rd.wk Eledricnl_ r�-.f FIMMIN Semini.iOMAN ,G A..SNp HIM b d km., .aefdd d-ma MUMS"prm b.....f h. w domM wad Mx,d phase,.end ad read...'.don a.a M sanded I,none. NOTE: DIMENSIONS ARE ONLY ACCURATE WHEN PRINTED ON 11"x17" PAPER AT FULLSCALE DATE: I—I— LANDLORD APPROVAL DATE. I I CLIENT APPROVAL Page 1 of 2 From Machemehl Linda K[linda k.machemehl@xcelenergy corn] Sent Tuesday,March 24,2015 10:24 AM To Meuwissen Kim Generous Bob Subject RE City of Chanhassen Agency Review Request for Children's Learning Adventure Childcare Center I Kim Xcel Energy has overhead transmission that follows the north side of Hwy 5 and then runs north south along west side of this property Xcel Energy has a single phase underground primary and a single phase padmount transformer on the property There are no services any longer coming out of this transformer It could be used to serve a temporary during construction if needed See map below Linda Machemehl Xcel Energy—Responsible By Nature Designer 710 South Pine Street,Waconia,MN 55387 P 952 470.3321 C 612 718.2390 F 952.442.5599 E Linda.K.Machemehl@xcelenergy.com XCELENERGY COM Please consider the environment before printing this e mail r y 1.17116 ` M1` tC'p�` 4NNN 1/11P -,.Z--- lit * 12 01 :„...,>A0+ `+, '', i'1101 • 1-11, ;-1 -----------.___ ,.- 0 4+ . \ tJiiii ti NA 7TH _ ' \ , +�h10, 1 + 7 _ 7154 C , 7760 • 1 _ 411 7764 t cipn ` , 41°141. it Tri ``>� tT>~ P. \ }ij *I, 40K t \ 405 2 l) ti Q ,# t9da O \ 37.5. , 40K k� --v. \ T03 F07 6 _- r3o r r 4 '` J0K f55 o /11111P 0 / liValt7 c----_=-- ------,_ 7 _ .. •�".. _ en%c \ --_... From:Meuwissen,Kim[mailto.kmeuwissen@ci.chanhassen.mn.us] Sent Monday,March 23,2015 1 23 PM To•'Kate Miner','chentges@co.carver mn.us','jennie.skancke@state mn us','tod Sherman@dot.state mn us','melissa m.jenny@usace.army mil','cbleser@rpbcwd.org', 'cthompson@mediacomcc.com,Machemehl,Linda K cherie monson@CenterPointEnergy com, Maureen.Arnst@centurylink.com, brenda sudheimer@centurylink.com, 'randall olson@centurylink.com' Cc.Generous,Bob,Mohn,Jerry,Fauske,Alyson,Littliin,Mark,Sinclair,Jill,Hoffman,Todd,Jeffery,Terry Subject City of Chanhassen Agency Review Request for Children's Learning Adventure Childcare Center Development Plan Review Agencies Please review the attached request and respond with your comments no later than Thursday,April 9,2015 to Robert Generous,Senior Planner City of Chanhassen PO Box 147 Chanhassen,MN 55317 952 227 1131 file ///G/PLAN/2015%20Planning%20Cases/2015-09%20Children's%20Learning%20Ad 4/13/2015 14 µESO yo Minnesota Department of Transportation Metropolitan District 04),,,,,,i0.4" Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 April 9, 2015 Kate Aanenson, Community Development Director City of Chanhassen PO Box 147 Chanhassen, MN 55317 SUBJECT. Children's Learning Adventure Childcare Center MnDOT Review#S15-015 NW Quadrant of MN5 and Gaplin Blvd Chanhassen, Carver County Control Section 1002 Dear Ms Aanenson Thank you for submitting the Children's Learning Adventure Childcare Center site plan. MnDOT has reviewed the plans and has the following comments Surveys: A dimension is missing on the northwest quadrant(TH 5/Galpin Blvd) sightline The line is graphically the correct length, but there should be another dimension of 51.22' at the sight corner or show the total length of line as 103.69'. A turnback has been completed in which, Mn/DOT's right-of-way crosses Galpin south of the proposed entrance. MnDOT no longer own right of way adjoining West 78th Street and this property If you have any questions regarding these comments please direct them to Bruce Wetherbee in MnDOT Surveys at Bruce.wetherbee@state mn us or 651-366-5176 Design: • MnDOT Highly recommends using Standard Plate 7035, Concrete Walk & Curb Returns at Entrances for the access along Galpin Blvd This detail provides guidance on to how integrate ADA concerns into the driveway. See attachment • MnDOT right of way has noxious weeds See attachment • The proposed grading ends at the MnDOT right of way line Consider a setback in order to complete the grading while still staying within the property limits Show the MnDOT fencing on the plan and add a note to protect it • The pond side slopes are steeper than 1.3 and start immediately on the other side of the right of way line These slopes are not traversable nor recoverable by errant vehicles. The plans need to indicate how far these ponds are from TH 5, whether or not the ponds are within the Highwy 5 clear zone, and if the ponds are wet or dry Roadside Vegetation It appears that all of the plantings will be off MnDOT right-of-way The trees and shrubs that are planned to be adjacent to the TH 5 Right of way will likely survive the roadside conditions The planned planting of Swamp White Oak may interfere with the overhead powerlines, which were not shown on the included plans If the trees' canopies will reach the overhead lines, the oaks should be replaced with a tree species that will be shorter when mature along TH5 The planting plan should be approved by the Chanhassen City Forester, Jill Sinclair. Please direct questions to these comments to Tina Markeson in MnDOT's roadside vegetation unit, tina.markeson@state mn us, or 651-366-3619 Water Resources: A drainage permit will be required The proposed development will need to maintain existing drainage rates (i e ,the rate at which storm water is discharged from the site must not increase) The City or project developer will need to submit existing/proposed hydraulic computations for both 10 and 100 year rainfall events verifying that all existing drainage patterns and systems affecting MnDOT right of way will be perpetuated Drainage permit application can be found at. http //www dot state mn us/utility/files/pdf/permits/drainage-form-complete pdf Please direct questions concerning these issues to Nicholas Olson(651-634-7542) of MnDOT's Water Resources section. Permits A short form permit is required for the water and gas connections if they occur in MnDOT R/W. Permit forms are available from MnDOT's utility website at www dot state mn us/tecsup/utility. Please include one 11 x 17 plan set and one full size plan set with each permit application Please direct any questions regarding permit requirements to Buck Craig (651-234-7911 or buck.craig@state mn us) of MnDOT's Metro Permits Section Review Submittal Options: MnDOT's goal is to complete the review of plans within 30 days Submittals sent in electronically can usually be turned around faster There are four submittal options. Please submit either 1. One (1) electronic pdf version of the plans MnDOT can accept the plans via e-mail at metrodevreviews dot@state.mn.us provided that each separate e-mail is under 20 megabytes. 2. Three (3) sets of full size plans Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to MnDOT—Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3 One (1) compact disc 4 Plans can also be submitted to MnDOT's External FTP Site Please send files to• ftp•//ftp2 dot state mn us/pub/incoming/MetroWatersEdge/Planning Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer(My Computer). Also, please send a note to metrodevreviews.dot@state mn us indicating that the plans have been submitted on the FTP site If you have any questions concerning this review, please contact me at(651) 234-7784 Sincerely, /6D ,Karen Scheffing Principal Planner Copy sent via E-Mail: Nancy Jacobson, Design Hailu Shekur, Water Resources David Sheen, Traffic Clare Lackey, Traffic Engineering Tina Markeson, Roadside Vegetation Doug Nelson, Right-of-Way Buck Craig, Permits Tara McBride, Area Engineer Dave Torfin, Surveys Bruce Wetherbee, Surveys Russell Owen, Metropolitan Council Q CURB AND GUTTER QQ IAT _ QUADRANTS I —i---4:j* S IN PAVEMENT Q `6 IN PAV'T/ © CONTRACTIONTN Q JOINTS 1 I • o 0 I PAVED 4 IN. �.% ib . • . :'. • I ALLEY WALK 0 I PRIVATE 4 IN WALK 1 ,,,,,,,,,,, • 0 4 IN. WALK PRIVATE 1 DRIVEWAY I Q WALK I PLAN • 0.015 FT./FT.(3/16" PER FT.)TYPICAL11 TOWARD ROADWAY PROVIDE INTERMEDIATE 1/4" R. v JOINT AT SQUARED END ri 1 LA O )(TYPO IN SIDEWALK, WHEN O r . : , ' . ' . I SIDEWALK IS ADJACENT a)-m TO CURB AND GUTTER w M a— VARIABLE WIDTH© U oo z SECTION THRU WALK 1 CONCRETE WALK • ., -(31 4 IN. WALK-+ ' 0�`l0' NOTES: SEE ROAD DESIGN MANUAL, CHAPTER 5, FOR 74:000/11(3 ENTRANCE GEOMETRIC DESIGN OF ENTRANCES. S10F,`NP� A WOUWHELD BEE MAX XCEE ED,OWABLE DUE TOE THEANCE POSITION OFTQ�� EXISTING WALK, THE WALK SHALL BE REMOVED AND ,f','' ^Y REPLACED, OR THE PAVEMENT WARPED TO PROVIDE '""''' • `4J...• ;:::0,rg 60'TO 90' THE REQUIRED ENTRANCE SLOPE ..:•'j el �iir, '.fjz,4•,A'.. ,• Al)..?':\r ( SEE PLANS FOR PLACEMENT OF WALK AND Q~ 0 OQF • DIMENSIONS FOR CONSTRUCTION OF DRIVEWAYS. • '•'•••~ •' :. ,^" ''r`'C=; '•.• 6� Q400NO DEDUCTION SHALL BE MADE IN CURB & GUTTER 41111 44kiNi4ibilMiii%NiL;..:.24; .2:;••.'....... ' N FOR ENTRANCE. VARIABLE S�'pef V' 01 1/2 IN EXPANSION JOINT. 1/2 IN.PREFORMED JOINT ' ''c' FILLER MATERIAL,AASHTO M 213 (REQUIRED WHEN A..........-- 2 CONCRETE AREAS ARE POURED SEPARATELY). HALF PLAN PERSPECTIVE 01/2 IN EXPANSION JOINTS AT 60 FT (APPROX) MAXIMUM INTERVALS 03 MATCH INPLACE DRIVEWAY THICKNESS (6 IN.MIN.). 04 WITHOUT SIDEWALK, PAVE ONLY TO THE END OF DRIVEWAY PAVEMENT CURB RETURN WHEN ENTRANCE IS UNSURFACED OR 1.0LENGTH VARIES iii_____,. CONSTRUCTION IS NOT NEEDED BEYOND THIS POINT. 4) 0 WITH SIDEWALK, PAVE TO THE BACK OF SIDEWALK. 1/4" R 4 FT.MIN.-'- PAID FOR AS CONCRETE DRIVEWAY PAVEMENT. 002 FT./FT. 1/4" R. 0 CONTRACTION JOINT (FORMED OR SAWED). 0.06 FT./FT. MAXIMUM SLOPE ()EXPANSION JOINT NOT REQUIRED IF ADJACENT SECTIONS ARE POURED MONOLITHICALLY. SEE SECTION A-A. 0 SEE PLANS FOR PLACEMENT OF PED. CURB RAMP. 09 FORM CONTRACTION JOINT AS NEEDED TO PRODUCE O1 CDAPPROXIMATELY SQUARE PANELS (MAXIMUM WIDTH 15 FT BETWEEN JOINTS) SECTION A-A j0 THE MINIMUM CONTINUOUS AND UNOBSTRUCTED CLEAR WIDTH OF A PEDESTRIAN ACCESS ROUTE SHALL BE CURB RETURN 4.0 FT. 11 SEE PLANS FOR PROPOSED CROSS SLOPE OF THE PEDESTRIAN ACCESS ROUTE,WHICH MAY NOT EXCEED 0 02 FT/FT AS CONSTRUCTED APPROVED JULY 25,2011 STATE OF MINNESOTA SPECIFICATION STANDARD DEPARTMENT OF TRANSPORTATION REFERENCE PLATE % i CONCRETE WALK & 2521 STATE DESIGN ENGINE CURB RETURNS AT ENTRANCES 2531 7035N U) w 0 w ii ©CEJ N — d : [)t u1r — Q c7 U) v ut zn r`n O CJ 4 1— 8 w g al lib (`-,-r; ' "f z minitr1 .15 w " i x ilk Et ii4 '416 IX v w rq w rt - 'g 41i i) coo ,-- m :° 4,s U U z F as Lt �' ` � , l v r' ' I- ti-JPo- w � ' za.ea. ii '�} o , • o a r C � to cV s ce' ua :. C ' CL's �,�: '� it,-" }" _�^ v ,z-‘`,"'-" ` '- +{ z [O �Vt 4J #' - �;.r i7 N C " x" i. ,f,{}" rev co7 �ry;A�gpf` £' {t t OD Q Vi OD rea vt co E.,.` t cv go fi. 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Generous, Bob From: Aanenson, Kate Sent Friday, April 10, 2015 2 30 PM To: Generous, Bob, Fauske, Alyson Subject FW S15-011 Children's Learning Adventure Childcare Center Follow Up Flag: Follow up Flag Status Flagged From•Scheffing, Karen (DOT) [mailto Karen Scheffing@state mn us] Sent: Friday, April 10, 2015 2 13 PM To•Aanenson, Kate Subject: FW S15-011 Children's Learning Adventure Childcare Center Kate A few additional comments came in regarding the Childcare center We felt this didn't warrant a revised letter but thought we should pass them on Karen From: Grugel, Todd (DOT) Sent: Thursday, April 09, 2015 5 24 PM To: Scheffing, Karen (DOT) Cc: Jacobson, Nancy (DOT), Andrusko, Andrew (DOT) Subject: RE S15-011 Children's Learning Adventure Childcare Center Karen, I think first bullet under design referencing usage Std. Plate 7035 for driveways catches most of the ADA elements If not too late though, you could clarify that then entire 10'trail width through the driveway should have a maximum 2% cross slope The plate isn't clear on that aspect for trails (I think it says maintain minimum 4' PAR) Todd Grugel ADA Program Engineer 651-366-3531 1 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt,being first duly sworn, on oath deposes that she is and was on April 9,2015, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Children's Learning Adventure—Planning Case 2015-09 to the persons named on attached Exhibit"A",by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon, that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records 417 4 arrn J. En_• ha-dt, Delhi' Clerk Subscribed and sworn to before me this9 day of Apc I , 2015 �� 1-- Notary Pu is T. �'<l= NotaryKIM I'ubllMEUWISSaMinneaotaEN �"" + My Q m "*"Ep1►M Jin 31.2020 L O a) _c 0w l. -°L N +. Q O W � �' a) (n O /n a-. �-. 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AMERICANA COMMUNITY BANK AMY B TREBIL AMY M PEITZ 10700 PRAIRIE LAKES DR 2406 HARVEST WAY 2906 BUTTERNUT DR EDEN PRAIRIE, MN 55344-3858 CHANHASSEN, MN 55317-8452 CHASKA, MN 55318-1111 ARTEMAS ROBERTS III BLAINE D SHANSTROM BLAKE S HULANDER 7762 VASSERMAN PL 8516 IRWIN RD 7850 HARVEST LN CHANHASSEN, MN 55317-4536 MINNEAPOLIS, MN 55437-1523 CHANHASSEN, MN 55317-8453 BRAD L & ELAINE N DALAGER BRANDON R MESSER BRIAN R & BARBARA C FOLSOM 7847 AUTUMN RIDGE AVE 2331 SCHOOLMASTER DR 2215 BANEBERRY WAY W CHANHASSEN, MN 55317-8451 CHASKA, MN 55318-2804 CHANHASSEN, MN 55317-8339 CARVER COUNTY CDA CENTEX HOMES-MINNESOTA DIV CHERYL A STANTON 705 WALNUT ST N 7500 OFFICE RIDGE CIR STE 325 7720 VASSERMAN TRL CHASKA, MN 55318-2039 EDEN PRAIRIE, MN 55344-3786 CHANHASSEN, MN 55317-4506 CONVENIENCE STORE CHRISTOPHER B CESAR CNBI LLC INVESTMENTS 2194 BANEBERRY WAY W PO BOX 47570 PO BOX 2107 CHANHASSEN, MN 55317-8338 MINNEAPOLIS, MN 55447-0570 LACROSSE, WI 54602-2107 DANNA M & GEORGE M MOKAMBA DAVID J WINDSCHITI DENEEN D YOUNG 2223 BANEBERRY WAY W 7620 RIDGEVIEW WAY 7852 AUTUMN RIDGE AVE CHANHASSEN, MN 55317-8339 CHANHASSEN, MN 55317-4507 CHANHASSEN, MN 55317-8451 DIANE JULSON DIANNE JANICE ERICKSON DUANE A LUBBERS 7740 VASSERMAN TRL 7735 VASSERMAN TRL 7754 VASSERMAN TRL CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-4506 DUNG D LE ELIZABETH D SANTIAGO ELIZABETH L SMITH 7842 HARVEST LN 2386 HARVEST WAY 2197 BANEBERRY WAY W CHANHASSEN, MN 55317-8453 CHANHASSEN, MN 55317-8444 CHANHASSEN, MN 55317-8340 GELINO FAMILY TRUST GERALD P & PEGGY A WOLFE GRETCHEN JELINEK 7729 VASSERMAN TRL 7755 VASSERMAN TRL 7710 VASSERMAN TRL CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-4506 HANG CHAN HELEN E ERNST IND SCHOOL DIST 112 2201 BANEBERRY WAY W 7749 VASSERMANN TRL 11 PEAVEY RD CHANHASSEN, MN 55317-8339 CHANHASSEN, MN 55317-4506 CHASKA, MN 55318-2321 JAMES F SAPIENZA IRA JAMES H &AMELIA A CHMURA JAMES P HERZING PO BOX 1409 7745 VASSERMAN TRL 6645 E LAKETOWNE DR ELYRIA, OH 44036-1409 CHANHASSEN, MN 55317-4506 ALBERTVILLE, MN 55301-4366 JEFFREY GIBBS JEFFREY M &TIFFANY M WEYANDT JOSEPH W & EILEEN D KIEFFER 8061 DAWN DR 7626 RIDGEVIEW WAY 7602 RIDGEVIEW WAY ROCKFORD, MN 55373-9317 CHANHASSEN, MN 55317-4507 CHANHASSEN, MN 55317-4507 JULIE A SKOOG JUSTIN C ANDERSON KAREN ANN OLSON 2400 HARVEST WAY 7848 AUTUMN RIDGE AVE 7850 AUTUMN RIDGE AVE CHANHASSEN, MN 55317-8452 CHANHASSEN, MN 55317-8451 CHANHASSEN, MN 55317-8451 KATHERINE M KORPI KATHRYN T STODDART KENDALL LIVING TRUST 7845 HARVEST LN 7305 GALPIN BLVD 7766 VASSERMAN PLACE CHANHASSEN, MN 55317-8453 EXCELSIOR, MN 55331-8059 CHANHASSEN, MN 55317-4536 LARRY S &TERESA M HANSON LEE ANN FRANZ LONNIE G &JAN M JOHNSON 7734 VASSERMAN TRL 7844 HARVEST LN 6706 PROMONTORY DR CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-8453 EDEN PRAIRIE, MN 55346-1919 LORI J WIRTZ MARILYN G LEBLANC MARK A&SARAH L PLETTS 2360 BRIDLE CREEK CIR 2376 HARVEST WAY 7517 BENT BOW TRL CHANHASSEN, MN 55317-9338 CHANHASSEN, MN 55317-8444 CHANHASSEN, MN 55317-6401 MARK C GOODMAN MARK I & MAUREEN E MAGNUSON MARK T &ALICIA F SCHIMKE 2370 HARVEST WAY 7715 VASSERMAN TRL 7626 PRAIRIE FLOWER BLVD CHANHASSEN, MN 55317-8444 CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-8334 MARYANN TOMPKINS MATTHEW S BLEW ETT MAX C FOSTER I 7724 VASSERMAN TRL 2396 HARVEST WAY 13723 54TH AVE N CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-8444 PLYMOUTH, MN 55446-1153 MELISSA A HEIN MICHAEL L & CAROLYN L SHIELDS MIRON E MARCOTTE 2193 BANEBERRY WAY W 7759 VASSERMAN TRL 7240 GALPIN BLVD CHANHASSEN, MN 55317-8340 CHANHASSEN, MN 55317-4506 EXCELSIOR, MN 55331-8058 MUOI TAM NGU NICHOLAS J SCHULIST PATRICIA S DEZIEL 2050 WATERLEAF LN W 2372 HARVEST WAY 2382 HARVEST WAY CHANHASSEN, MN 55317-8342 CHANHASSEN, MN 55317-8444 CHANHASSEN, MN 55317-8444 PAUL J WOLETZ RALPH H PAMPERIN RICHARD A OLSON 7756 VASSERMAN PLACE 7719 VASSERMAN TRL 7730 VASSERMAN TRL CHANHASSEN, MN 55317-4536 CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-4506 ROBERT L GRIFFITH ROBERT M & PATRICIA L PETERSON ROBERT P &CARRIE J WEBBER 7739 VASSERMAN TRL 2398 HARVEST WAY 7608 RIDGEVIEW WAY CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-8444 CHANHASSEN, MN 55317-4507 RUTH H MITAL SERLIN PROPERTIES LLC LOCH AND SHVETZOFF VENTURES 7750 VASSERMAN TRL 1 CVS DR 7135 15TH AVE S CHANHASSEN, MN 55317-4506 WOONSOCKET, RI 02895-6146 RICHFIELD, MN 55423-3429 SRIRAM VISWANATHAN STACY ANN BENNETT STANLEY W VALENSKY 7614 RIDGEVIEW WAY 2388 HARVEST WAY 7752 VASSERMAN PL CHANHASSEN, MN 55317-4507 CHANHASSEN, MN 55317-8444 CHANHASSEN, MN 55317-4536 SUSAN M ERICKSON THEODORE A &ANGELA M THOMAS S BLUSTIN ELLEFSON 2198 BANEBERRY WAY W 2394 HARVEST WAY CHANHASSEN, MN 55317-8338 7609 WALNUT CURV CHANHASSEN, MN 55317-8444 CHANHASSEN, MN 55317-9395 THOMAS W &SHARON D KRAUS TIMOTHY DESAULNIERS TIMOTHY J GUILFOIL 7744 VASSERMAN TRL 7845 AUTUMN RIDGE AVE 7714 VASSERMAN TRL CHANHASSEN, MN 55317-4506 CHANHASSEN, MN 55317-8451 CHANHASSEN, MN 55317-4506 TRUST AGREEMENT OF LAWRENCE VASSERMAN RIDGE MASTER VASSERMAN RIDGE PROMENADE & ASSOC INC 7725 VASSERMAN TRL 16305 36TH AVE N SUITE 600 16305 36TH AVE N SUITE 600 CHANHASSEN, MN 55317-4506 PLYMOUTH, MN 55446-4270 PLYMOUTH, MN 55446-4270 VICKIE S KLINE WALNUT GROVE HOMEOWNERS XUONG Q LUU 2384 HARVEST WAY ASSN 2219 BANEBERRY WAY CHANHASSEN, MN 55317-8444 1801E 79TH ST#21 CHANHASSEN, MN 55317-8339 BLOOMINGTON, MN 55425-1230 Building Elevations 50' Rotunda Front Elevation All Elevations 56 66 40 66 23% 9 26 40 66 6% 2 58 18 66 26 50 8% 1.99 26 50 4% 1 10 35 66 36 75 14% 5 27 36 75 6% 2 11 17 5 26 50 7% 1 86 26 50 4% 1 10 42 50 00 17% 8 44 50 00 8% 3 91 17 66 26.50 7% 1 88 26 50 4% 1 10 35 66 36 75 14% 5 27 36 75 6% 2 11 19 26 50 8% 2 02 26 50 4% 1 10 6 36 75 2% 0 89 36 75 6% 2 11 248 8 100% 36 88 Average Elevation Front Elevation Right Elevation 42 66 36 75 31% 11 28 36 75 6% 2 11 90 34 25.50 65% 16 57 25 50 4% 1 02 6 30 50 4% 1 32 30 50 5% 1 45 139 100% 29 17 Average Elevation Right Elevation Left Elevation 6 30 50 4% 1 32 30 50 5% 1 45 75 66 25 50 54% 13 88 25 50 4% 1 02 57 34 40 66 41% 16 77 40 66 6% 2 58 139 100% 31 97 Average Elevation Left Elevation Rear Elevation 6 30 66 2% 0 75 30 66 5% 1 47 80 33 25 66 33% 8.39 25 66 4% 1 03 27 30 66 11% 3 37 30 66 5% 1 47 129 33 25 66 53% 13 51 25 66 4% 1 03 3 30 66 1% 0 37 30 66 5% 1 47 245 66 100% 26 39 Average Elevation Rear Elevation 639 62 100% 33 32557 Elevations Rotunda Architectural Component = 50'Height = 17%of the Front Elevation = 8%of ALL Elevations Front Elevation = 37'Height Across the Front Elevation Left Elevation = 29'Height Across the Right Elevation Right Elevation = 32'Height Across the Left Elevation Rear Elevation = 26'Height Across the Rear Elevation AVERAGE = 33'Height Across All Elevations Building Elevations 45' Rotunda Front Elevation All Elevations 56 66 40 66 23% 9 26 40 66 7% 2 66 18.66 26 50 8% 1 99 26 50 4% 1 13 35 66 32 92 14% 4 72 32 92 5% 1 75 11 17 5 26 50 7% 1 86 26 50 4% 1 13 42 45 00 17% 7 60 45.00 7% 3 26 17 66 26 50 7% 1 88 26 50 4% 1 13 35 66 32 92 14% 4 72 32 92 5% 1 75 19 26 50 8% 2 02 26.50 4% 1 13 6 32 92 2% 0 79 32 92 5% 1 75 248.8 100% 34 84 Average Elevation Front Elevation Right Elevation 42.66 32 92 31% 10 10 32 92 5% 1 75 90 34 25 66 65% 16 68 25 66 4% 1 06 6 30 66 4% 1 32 30 66 5% 1 51 139 100% 28 10 Average Elevation Right Elevation Left Elevation 6 30 66 4% 1 32 30 66 5% 1 51 75 66 25 66 54% 13 97 25 66 4% 1 06 57.34 40 66 41% 16 77 40.66 7% 2 66 139 100% 32 06 Average Elevation Left Elevation Rear Elevation 6 30 66 2% 0 74 30 66 5% 1 51 80 33 25 66 32% 8 29 25 66 4% 1 06 27 31 75 11% 3 45 31 75 5% 1 62 129 33 25 66 52% 13 35 25 66 4% 1 06 6 30.66 2% 0 74 30.66 5% 1 51 248 66 100% 26 56 Average Elevation Rear Elevation 621 03 100% 32 00703 Elevations Rotunda Architectural Component = 45'Height = 17%of the Front Elevation = 8%of ALL Elevations Front Elevation = 35'Height Across the Front Elevation Left Elevation = 28'Height Across the Right Elevation Right Elevation = 32'Height Across the Left Elevation Rear Elevation = 27'Height Across the Rear Elevation AVERAGE = 32'Height Across All Elevations • tiaa • 0 Apr N a; l1" 0 . TO 10 Pi�il L f I 4.1111 0 .00. rr O MEO O O m _ �so nwsmnur - I, — _ . i— 0 - I 0 ELEVATION FRONT i 0 �"" ..: 0 -VRA f 0 r. , 1 0 0 • ;�- ■��■ 1:01100 ( ( 1 11111 Ifill . 0 0 �. ániL 'y r .1 2] ' �' L rIOIX r 5 C2� w .. i W-- .. _• 0 ELEVATION RIGHT ELEVATION LEFT NOTE PLEASE REFER TO SIGN PACKAGE DRAWINGS FOR SIGN KEY O 1 _ — 1 lo.PI x.E� • sirsf 0 t +e __. Fol ".' f =yam 56 - -.. no PlAsrrVit!ti - 4 © . 0 . . ` F �;�ii _ �IO Ai', .. _ eta s1: I L �' r. ELEVATION REAR 0 E.I.F S CORNICE/TRIM 0 STOREFRONT SOUTHWEST 0 MASONRY-ACME BRICK 0 STUCCO-DUNN EDWARDS 0 STUCCO-DUNN EDWARDS 0 SCORED EIFS DUNN EDWARDS 0 STUCCO-DUNN EDWARDS 0 SCORED EIFS-DUNN EDWARDS 0 STONE CUSTOM STONE DUNN EDWARDS ALUMINUM"ANODIZED DARK "SARATOGA SPRINGS" DE6214"PIGEON GREY' DEC747"SAHARA" DEC747"SAHARA" DEC750"BISON BEIGE' DEC750"BISON BEIGE" "WESTERN GREY" DEC785"WISPER GREY" BRONZE" _ C HAN HASS E N, MN crr�o►a�nr�s,cu� OPTION 2 APRIL29TH, 2015 Childcare Centers , CASCO