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D-10. Children's Learning Adventure - Planning Case 2015-09 101 MEMORANDUM icy CITY OF TO. Todd Gerhardt, City Manager CHANHASSFN FROM. Bob Generous, Senior Planner 7700 PO Market Boulevard DATE May 26, 2015 ® e Chanhassen,MN 55317 SUBJ• Children's Learning Adventure—Planning Case#2015-09 Administration Phone 952 2271100 PROPOSED MOTION Fax 952 2271110 "The Chanhassen City Council approves the Planned Unit Development Building Inspections rezoning ordinance, Site Plan for a 33,032 square-foot building subject to Phone 952 2271180 Fax 952 2271190 conditions of approval; and adoption of the Findings of Fact " Engineering City Council approval requires a majority vote of City Council Phone 952 2271160 Fax 952 2271170 EXECUTIVE SUMMARY Finance Phone 952 2271140 The applicant, CLA Chanhassen, LLC, is requesting rezoning of the property to Fax 952 2271110 Planned Unit Development(PUD)to permit a children's learning center, and site plan approval for a 33,000 square-foot, 50-foot tall, one-story building with outdoor play Park&Recreation areas and equipment at the northwest corner of Highway 5 and Galpin Boulevard Phone 952 2271120 Fax 952 2271110 This item was tabled at the May 11, 2015 City Council meeting to permit additional Recreation Center items to be clarified Additional conditions based on this review have been added 2310 Coulter Boulevard The plan sheets being approved were prepared by CEI Engineering Associates, Inc. Phone 952 2271400 dated March 20, 2015 (sheets Cl of 9 through C9 of 9, sheets L6 through L6 4, Fax 952 2271404 revised April 6, 2015), architectural plans prepared by CASCO dated March 18, 2015 (sheets A-1, AS1-1, exterior elevations and site line study, and preliminary Planning& photometricplan sheets E0.1 and E0 2) Lighting at the topof the buildingis not Natural Resources gh ' g Phone 952 2271130 included in the plan and is not permitted Lighting directed skyward is not permitted. Fax 952 2271110 Signage must comply with the office institutional regulations with wall signs on the south and east elevations of the building Public Works 7901 Park Place CONDITIONS OF APPROVAL Phone 952 2271300 Fax 952 2271310 Site Plan: Senior Center Phone 952 2271125 Building Official Fax 952 2271110 1. A building permit is required prior to construction. Website www ci chanhassen mn us 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 Chanhassen is a Community for Life-Providing for Today and Planning for Tomorrow Todd Gerhardt Children's Learning Adventure May 26, 2015 Page 2 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 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. Todd Gerhardt Children's Learning Adventure May 26, 2015 Page 3 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 4. The illuminated sign inside the rotunda can be illuminated from the hours of 6.00 a m to 10.00 p m at a maximum of 5,000 Nits During all other hours the illumination may not exceed 500 Nits. 5 The illumination at the top of the band on the rotunda was not submitted as part of the plans and is not permitted Lighting shall not be directed skyward. 6. The wall signs are only permitted on Highway 5 and Galpin Boulevard and must comply with size standards in the city code The monument sign shall comply with city code. Separate sign permits are required for signage 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. Todd Gerhardt Children's Learning Adventure May 26, 2015 Page 4 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 E 10 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. 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 Todd Gerhardt Children's Learning Adventure May 26, 2015 Page 5 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. 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 Children's Learning Center Planned Unit Development Ordinance 2. Findings of Fact and Decision 3 Children's Learning Center Development Plans g\plan\2015 planning cases\2015 09 children's learning adventure\executive summary 5-26-15 docx 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 the property described in Exhibit A to Planned Unit Development. Section 2. The rezoning of this property incorporates the following 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 will required 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 requirements of the Office and Institutional District (OI) shall apply. b. Uses Permitted Uses in this zone are 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 Recreational Facilities 8 Schools 9 Utility Services 10. The property described in Exhibit B to the Planned Unit Development may only be used for open space and public parks 1 Accessory Uses (in conjunction with and integral to a permitted 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 7/20 West 78th Street 50/20 Intenor Lot Lines 0/0 West Perimeter Lot Line 30/20 The maximum hard surface coverage is 65 percent Any one site or lot can exceed the 65 percent hard coverage requirement. d. Building Height,Materials and Design 1. Building height shall be limited to two (2) stones and a maximum height of fifty(50) feet. The Children's Learning Adventure building shall be as specified in Section 3 2 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. DEVELOPMENT PLAN. The PUD must be developed and maintained in accordance with the following development plan which is on file with the City and which is incorporated herein by reference 1. The plan sheets prepared by CEI Engineering Associates, Inc. dated March 20, 2015, sheets Cl of 9 through C9 of 9 and Sheets L6 through L6.4,revised April 6, 2015, as amended by the Site Plan approved by the City Council on May 26, 2015. 2 Architectural plans prepared by CASCO dated March 18, 2015, sheets A-1, AS1-1, exterior elevations and site line study, and preliminary photometric plan sheets E0.1 and E0 2, as amended by the Site Plan approved by the City Council on May 26, 2015 3 Lighting at the top of the building is not included in the plan and is not permitted. Lighting directed skyward is not permitted. 4 The illuminated sign inside the rotunda may be illuminated between the hours of 6 00 a.m. to 10.00 p m at a maximum of 5,000 Nits. During all other hours the illumination may not exceed 500 Nits. 5. Signage must comply with the office institutional regulations with wall signs on the south and east elevations of the building only Section 4 The zoning 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 5. This ordinance shall be effective immediately upon its passage and publication PASSED AND ADOPTED this 26th day of May, 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 Thot 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 os 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 o distance of 158.95 set, fence North 85 degrees 54 minutes 50 seconds West along Northerly right of way, a distance of 518.22 feet to the West line of the Northwest Quarter of Section 15, Township 116, Rangel 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 Ps h lies Northwesterly of that particular Northwesterly right—of—way line of Parcel 216, as 'W, wn on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO 10-08, .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 s follows. ommencing at the Southwest comer 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 Ian 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 Zine; 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 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 on 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 sold line there terminating 33.80 AND is Parcel B. J.=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 said Section 10; thence on an assumed bearing of North 1 degree 56 minutes 4-0 seconds West along the West line of soid 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 N. M.1i7 minutes 20 seconds East, a distance of 75.43 feet thence North 82 degrees 42 minutes 40 i=96eseands East, a distance of 74.98 feet, thence South 58 degrees 17 minutes 20 seconds East, INva=91lbtance 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 sold 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 I— EXCEPT that part of the above described property which lies Northwesterly of that particular so.allorthwesterly right—of—wa 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 sold 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 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 4 EXHIBIT B 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 eet; tyience North 85 degrees 54 minutes 50 seconds West along Northerly right of way, a dista a of 518 22 feet to the West line of the Northwest Quarter of Section 15, Township 116, Rang 23; thence North 1 degree 37 minutes 50 seconds West along said West line of the ' Nort west Quarter, a distance of 9.12 feet to the point of beginning 9�e h lies Northwesterly of that particular Northwesterly right—of—way line of Parcel 216, as qBh wn on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO 10-08,757 . 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 s follows. ommeneing 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 r, 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 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 1 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. 53.90 5 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND DECISION 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 The Planning Commission recommended approval of the project to the City Council. City Council held a hearing on May 11, 2015 to review the proposed development City Council tabled the item and brought it back on May 26, 2015 for review City Council 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. 1 d The proposed use will not tend to or actually depreciate the area in which it is proposed 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 DECISION City Council approves the Planned Unit Development rezoning and site plan review ADOPTED by the Chanhassen City Council this 26th day of May, 2015 CHANHASSEN CITY COUNCIL BY. Its Mayor 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 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 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, yience North 85 degrees 54 minutes 50 seconds West along 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 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 �'leh wn on MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT NO 10-08, 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 s 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 an the point of beginning of the line to be described, thence North 47 degrees 18 minutes 18 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 --i 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 1 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 id 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 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 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 a 017 minutes 20 seconds East, a distance of 75.43 feet, thence North 82 degrees 42 minutes 40 i=96eemonds East a distance of 74.98 feet, thence South 58 degrees 17 minutes 20 seconds East, INva=SNbtance 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 sold 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 lies Northwesterly of that particular Northwesterly right—of—way line of Parcel 216, as shown on MINNESOTA DEPARTMENT OF sooTRANSPORTATION 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 sold 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 o distance of 22.71 feet, to a point of curvature in said right—of—way Zine, thence Easterly a distance of 662.60 feet, along o 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 832 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 4 SITE DEVELOPMENT PLANS a N D LSI , NYS I / I. Q RN/NOQ l , NTURl ,i‘ , 7750 G4 DIN o a0 ,' a I 4i7ID Cn �j n nn Q �j SSEN U V INNESO T� CITYOFCHANHASSEN u/n�/!//Clot ull\wll�l/r=/7�1a/Uu' RECEIVED 9 MAR 20 2015 CHANHASSEN PLANNING DEPT N I ......., HM I -;FIRM MK ' > ,0 LD HNJ KD2 K82Ilk m SITE- . L SITE l4 V w as C� ---- j= T t r CW oO p0 SL �'� my • 4i I 4 PN‘14'''' ND3 N,‘ KB2AI ,,, A b GENERAL NOTES W 78TH ST APPROVED DATE A. TOPOGRAPHIC BOUNDARY SURVEY INCLUDING PROPERTY LINES LEGAL DESCRIPTION ', , '••••* EXISTING UTILITIES SITE TOPOGRAPHY WITH SPOT ELEVATIONS OUTSTANDING -- PPYSICAL FEATURES AND EXISTING STRUCTURE LOCATIONS WAS 0ROVIDEO BY THE CITY OF CHANHASSEN FOLLOWINGUNDARYNY ASH COTETPACROR TO ORE SELLER/SWEET TOPOGRAPHY AND FLOOD MAP SOILS MAP VICINITY MAP • SURVEYCOMPA CARVER COUNTY HARRY S.JOHNSON CO INC Not to Scale not m Sc., Not to Scale RILEY PURGATORY BLUFF CREEK WATERSHED LAND SURVEYORS THIS SITE IS NOT WITHIN A ZONE A AE AND IS WITHIN ZONE C(NOT SHADED)AS DEFINED 9063 LWIDAl.E AVENUE SOUTH BY FIRM COMMUNITY PANEL NUMBER 27005100058 EFFECTIVE DATE,IIILY 2 1918. BLOOMINGTON MN 55437 952 53 44 PLAN INDEX ASSOCIATED PLANS RESOURCE LIST CEI ENGINEERING AND ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY CF THE SURVEY OR FOR DESIGN ERRORS OR OMISSIONS RESULTING FROM CO COVER SHEET A-I FLOOR PLAN SURVEY INACCURACIES TOPOGRAPHIC SURVEY ASI 1 SITE DETAILS CITYC CHANHA.SSECAYATFR CITYI OFC ANHAS ENT CITY CF CHANHASSEN OF CHANHASSEN R ALL PHASES OFSITE WORK SP FOR THIS PROJECT SHALL MEET OR EXCEED THE OWNER/ STEPHANIE SMITH PE 7700 MARKET BL PIrWNt3T1 DEVELOPER SITE WORK SPECIFICATIONS CI DEMOLITION PLAN EXTERIOR ELEVATIONS FRONT AND LEFT CHA MARKET BLVD 1700 MARKET BLVD EXTERIOR ELEVATIONS REAR AND RIGHT CHANHASSEN MN 55317 CHANHASSEN MN 55317 C RELATED UORTIS. BENRESPONSIBLE.JNIDEGRFOR THE REMOVAL S ANEXISTING Y VVBEH OIST G2 SITE PLAN 9522271165 952-2271131 IMPROVE'NTS AS.OTE D.EE SITE O STORAGE TANKSSAND ANY OTHER EXISTING WOTH1 N'T VIRILE t99'sD atiUa'l mtmus IMPROVEMENTS AS NOTED SEF S'TE WORK SPECIFICATIONS C3 GRADING PLAN SITE LINE STUDY FRONT D CONTRACTOR IS TO REMOVE AND DISPOSE OF ALLDEBRIS.RUBBISH AND OTHER C4 UTILITY PIAN SITE LINE STUDY WEST NATURAL GAS CARVER COUNTY PLANNING MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS CENTERPOINT ENERGY CMVEMINER.P PUBLIC WORKS SITE LINE STUDY REAR ANDREW LINDENIN KATIE MINER,PE DISPOSAL 4SL BE E ACCORDANCE WITH ALL LOCAL STATE AND'Oft FEDERAL C5 EROSION CONTROL 700 WEST AVENUE 11380 1 212 W PEGULA 1045 GOVERNING SUCH OPERATIONS C6 EROSION CONTROL NOTES SITE RENDERING MINNEAPOLIS MN 55440 SUITE 1 1312 321 5426 COLOGNE MN 55322 E THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPCNS2'_E FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJA.,ENT PROPERTIES Cl DETAIL SHEET I ELEVATIONS a4ay.0 LrL4lHaMwfleoAoxn 952 488 5208 Mtnim(PYA.awN.RR.l6 DURING THE CONSTRUCTION PHASES CF THIS PROJECT CO DETAIL SHEET II EXTERIOR FINISHES FI Y,IN E CHANHASSNVIATER CITY CFCHANWESSEN WATFRSHFII F ACCORDANCE WITH EST THE DESIGNS CES OF IN THESE PLANSINGORE IN TERRANCE JEFFERY RILEY PURGATORY BLUFF CREEK ACCORDANCE WITH 0I°IT ESTABLISHED PRACTICES CIVIL ENGINEERING FOR THE DESIGN C9 DETAIL SHEET III E0.1 PRELIMINARY PHOTOMETRIC PLAN 7700 MARKET BLVD CLAIRE BLESER FDNC'ONS AND USES INTENDED BY THE OWNER A THIS 'ME HOWEVER.NEITHER THE CHANHASSEN MN 55317 14500 MARTIN DRIVE SUITE 1500 ENGINEER NCR ITS PERSONNEL CAN O9 DO WARRANT THESE DESIGNS OR PLANS AS L6.0 TREE SURVEY E0.2 PRELIMINARY PHOTOMETRIC PLAN INFO 952 227 1159 EDEN PRAIRIE,MN 55344 CONSTRUCTED EXC EF IN THE SPECIFIC CASES WHERE THE ENGINEER INSPECTS AND tdlesygticAxtresenrrma 952-607 6512 CONTROLS THE PHYSICAL CONSTRUCTION ON A CONTEMPORANEOUS BASIS AT THE SITE. L6,1 LANDSCAPE PLAN pap G. :AFETY NOTICE Tn CONTRACTOR:IN ACCORDANCE WITH GENERALLY ACCEPTED L6.2 LANDSCAPE PLAN CIC/ASPIN t CITY TY OOF F CHANHASSEN Ft FCT00, CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY KATHRYN AANENSON(COD) XCEL ENERGY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE,INCLUDING SAFETY OF ALL PERSONS L6,3 LANDSCAPE PLAN TOSS MARKET BLVD LINDA MACHEMEHL AND PROPERTY GORING PERE K E OF THE WORTHIS REQUIREMENT VIOL APPLY CHANHASSEN,MN 55317 5505 COUNTY RD 19 CONTINUOUSLY AND NCT BE LIMITED TO NORMAL WORKING HOURS ANY CONSTRUCTION L6.4 LANDSCAPE DETAILS 952 227 1139 EXCELSIOR.MN 55331 OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOTIWe' d Tmu 952 470 3321 INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CON'TRACTOR'S SAFETY ixtUrnachaTalk6Acetn326ccm MEASURES IN ON OR NEAR THE CONSTRUCTION SITE ilVII ENGINEER CEI ENGINEERING ASSOCIATES INC ARCHITECT H ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT NIGH CF WAY SHALL BEALAN CATCHPOOL PE CASCO COORDINATED WITH THE HIGHWAY DEPARTMENT RESIDENT ENGINEER 2025 CENTRE POINTE BLVD JOHN MCCUTCHEON SUITE 210 10877 WATSON RD MENDOTA HEIGHTS MN 55120 SUITE 200 651-452-8960ST LOUIS MO63127 FLOOD CERTIFICATION co„ 314 821 U0H THIS PROPERTY IS LOCATED IN ZONE C'WHICH DESIGNATES AREAS OF MIN MAL FLOOD HAZARD,USUALLY DEPICTED CNF PAIS AS ABOVE THE SCO YEAR FLOOD LEVEL ZONE G SAY OR DESIGNAu AND LOCAL DRAINAGE AINSSH WN NONE NATIONAL A FLOOD �� STUDYOOR VER DESIGNATION AS BASE R_INAGE PROBLEMS ASHOWN ON THE WARRANT A DETAILED INSURANCE PROGRAM FLOOD INSURANCE RATE MAP FOR CARVER COUNTY MINNESOTA Engineering COMMUNITY OF 27o0510 DUB EFFECTIVE DATE I'll Y 0 1979. NOTICE TO BIDDERS 0 Associates, Inc p 1:37 ENGINEERS1PLANNERS SURVEYORS SCANNED ALL QUESTIONS REGARDING THE PREPARATION OF THE GENERAL CONTRACTOR'S BID LANDSCAPE ARCHITECTS • ENVIRONMENTAL SCIENTISTS SHALL BE DIRECTED TO THE OWNER S CONSTRUCTION DEPARTMENT AT(3'400 Know what's below. CONTRACTOR MUST DIRECT THEIR QUESTIONS THROUGH THE GENERAL CONTRACTOR 2025 Centre Pointe Blvd Suite 210 (651)452-8960 THE CONSULTING ARCHITECT AND/OR THE CENT LUNG ENGINEER SHALL NOT BE Call before you dig. Mendota Heights MN 55120 (651)452-1149 CONTACTED DIRECTLY W'THOUT PRIOR AU,ICF IZAT'ON FROM THE OWNER/DEVELOPER JOB NG-28660 DIM NAME28660-PROJ ET ND Arkansas California Georgia * Minnesota Pennsylvania * Texas 3-10-2015 9:30 o 4.JO AM CO REV-0 C lots co£B0411 10 A5500A11A PC x x ,° \ \ ver LEGAL DESCRIPTION .X Parent N No. 1 \I r\\ that port of the Southwest Quarter of the Seuthent Charter of Section 10,Township 116. 1 _ _ Ronge 23 and the Northwest Quarter of the Northo.t quarter of Seotkn 15.Township 116,ERI I I I/ %,-PF WT 16618CORNFE SWTN Range 23.Corn County Mhneeot4 deeorbed as follows t?,x /,l OF SEC.1a 1116,R.23 \ Beginning at the Southwest corner of said Sec0m I0;thence on an oewnn•d bearing of North 1 Ne x i, S�1v1-�H / degree 56 minutes 40 monde Wort along the West IM of sold Southeast Quarto a distance i' _ r a'�'Ii1=953.`ai I,.,^ of 1,02108 feet,to a point an said West line distant 1668.88 feet South of the West Quarte 4,x 1 /UNABLE To ACCESS Jof saki Section 10,thence South 79 32 minutes 20 seconds East,a detonw of 4y, / 177.77 feet;thence South 86 d•pw 32 minutes 20 seconds East a distance of 100.40 feat; _ S° _ thence South 78 degree.32 minutes 20 monde East,a distance of 194.14 fort thence South - _ 'fid 17 alga 32 minutes 20 t.a de East,a finance of 150.00thence feet;thence South 47 degrees ' acs E t" 74 minutes 20 meanh East,a detente of 75.43 feet 150.00 North 82e degrees 42 degrees 40 _ e,,. a;3, s a OW1ER:THEODORE&MARLENE BENTZ seeands Eaeb a Orton of 74.98 bet thence South 58 degrees 17 mentor 20 second.Eos[, $,e I , v ° A - /`�a5s- ..4t.. ` .. 78yy�,E 794.74 IAN.O.H. 16feet25 theme Southltheme 18 d South 7�n,tnuL.4017 sec Neet &noncseconds e of 6 19 distance �' I)v �,,., r" % /II '-` t`. _ aIM gap 2, .the Northerly eight of way Ora of Trunk Highway k thence Nath 85 degrees 54 minutes 50 - _' I t''x a o` k - NV-001.1 UNP LA TIED tin // ,.. 7 ands 40 minute.don.sold.end. rlmt doge p�M of 33.08 fest: S1 8. -a `� x3.° .05x * ,<k s 452 58 • - 40 or55.wane.WuI dm r ryes way.a dbrti°dnnt a of 1sa9s 4.°X, - x \\ b �/ 1�r.R- --:_-....;',i,..''••- �t Apt of 516.22 ffeeet to the W t e of monde Quote oftan 15,of nnelldp 118, /I I r�WEST UNE OF SWI/4 OF\ t,• p>.,...321,:; trF' • 3 1". 61, R 21 thenen North 1 degree 37 minutes 50 monde West dong said West IN,.of the / ySEG 1a 1.18 R.23 _,may / x N - .' _ �x _ J� � -x west aorta a distance of 9.12 feet to the point of beginning / yL') </ x -,/,,,f++/'l .5.... &1't/ 1,44.4-.4„. .... / I w.rwru.eatrt of that le,No tnwest«t GENERAL NOTES k x I / I lea (^J /fie �r ,, -_,i, `'1,' -•a:,t.` aEy_9.�; I \ ° y ° Y Mint-of-ray line of PreN 216,as SCALE 1 INCH= 60 FEET s:° \ f /% . � \ en MINNESOTA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLAT N0.10-08, a♦ .v x' gat- Mu_gg �,y2 ( I ;,*,,e -➢a1__- / y,.w E ny- p a Daeonw4 Na 285755 and a amended an MINNESOTA DEPARTMENT OF I The boanN.8 eastern used Fe aawmed. di \ \\ 46_ S, N. \\ ,,..'\; \ 1.1,< ,`"t0 - �� 3-"'L- ` +K her 4y4� 7 457„ /7�II'Jn.,-w/ r ..pow. ATION RIpIT OF WAY PLAT N0.,0-14.r•eKeed a Document Na 27.658.dasr0•A $� 'k+ I \ It• x x Yz / /-= �- '-- �S,,�stt f . • .�o• II .at the southwest corner of sale Section 1a thence a on awm.e b of 2.The location of the underground utilities shown Inman.N my,re app.rnmate only. \ 2}' x3 v x� / 4"x / )1 k,l I / r / ''IV--- '' }sT.V1{ '` f ' \ 4c, . . , booby PURSUANT TO MSA 216D CONTACT GOPHER 5741E ONE CALL AT(612)454-0002 PRIOR TO O \ e \__ 'nolo/yAl ..�_ _�� '..^te d 5 '� ) ,y degree 36 minutes 40 wands Wert tlanq Me West lin.of the line of..ad Quarto of x4' - / /y.,/ //'•'999/ / / fir- --7 se`s i Sen- _ ,� 4 7 add 4eUm 10.a distance of 40119 the o b to a particular ce North or IM of eoM P°rcd 216 1111111111 ANY EXCAVATION. \ 'lb,"-- \ / / `5/3. ///�/ '- v,.., 4r "'b'� '�°j-�' ��\ y� ...c m the point of beginning of the Iii.to w a..cre.e:thence North 47 sego...16 minutes/fl S Subject property I Identified as beep n'Tose a Area of Minimal Fl an Find \ \ \ .. / /�////�// 1 \ >` \\q,z �'` •Z4, i-J7"'v.o rT ki monde East a distance of 175.14 fast to an ands point h wed rlmt-or-way Mese then - \ °4! 1 /_ // N. •�,.a,-, // ��➢e \ i ,j i.,� /]/x on c 4, North 47 degrees,8 minutes 19 escaMsy East a detains of 22.71 Net,to a point of ornate. Insurance Rate Map Community-Panel Na 27005100058,effective dab July 1979. \ • A / 4 z x // /''• °\ o. .y 4t f, I e ` Its hang° ofREVISIONS Y \ N\ ^ •s3- C>' •r / // ��t'? , \ Jr X�; x\ 'M f _4 i hhA n said right-of-way Pon,thence Dann a distance 662.60 Mt along a ran-tagenUal awn ` I V / ( N, b '^1- concave to the South radios 633.04 feet and a antral Nor of SB degrees 58 4.Si.area-604.913 square feet-13.867 goes. \fr \ - , 44 tr minutes 14 s.eand.rhe mord of 63278 het whkM1 blare North 77 see 17 ,d' 1 \ ll., to` , C x1 5 4 >d`.. ➢47.W- into a d•9n \ \.; 1 `tel v N SS;fI� ,,. .:.+1.•v ei,. •+! >.... '4.ITE x+i ED \ '%. . Ott..1 / awtes oe..sola Ea.t troll mW point n wen rynt-ef-.ay nl.;gena Nath se angle Dote: S thin w a total of 0 striped parkin dab on sad property,of whim then are 0 1 \•L .f �% v� designated as handicap. ` V` \ 4,.� // /n•.i.r �"�r ••:.'if.�-4 *iii xau \ ,x+~g 4: 11'\\ r �'+�t ., • 16 minulr 30 de Eon not tangent to sold curve a distance or 114.28 feet,tom angle k\ >Z a /� x/ n; r \ -"n1r�� .4'r point h sold right-of-way One;thence North 22 egress 13 minutes 10 seconds Earl d i]3. fin x` /� (� \ / /1y.,3//4v ar \ 1 °\'E '� ➢� -,�l\ .+� �- wad right-of-way les•,a distance o/116.13 feet and wk line then terminating. OAg 2/2D/15 add utgltY info. AN Mie measurements matted recorded dimensions within the pr•cbin requirements of aT3. 3 ( N / ay4�/ .� fk• ,r x z \ / Pr j- 9r - \ _� V. ` 1- ave= 3:65- B. ALTA/AIS.e o8Ioetima ¢y '.r _+, I 1� \ \ ° x// .r,•"/y' \ s'• 'a ' 4' xea.. ,P 1f`/ as3}f I p�"�°��`��\� 'r// AND ,t4 x0 I ',7 I \ / i4 // t --'w:,40-.. 0i /I Wr'°3➢.91 / //x b\" � eA '2S ..(t// .Ga_ 7 TTL wren on roads on the pound and h accordance etM the Annum Standard o i I I \ / 54� / / \job,^ N,q, 4, ♦. / x ( 4(,x/ ... x, \'r• ,8. 'xw-w�siV Pad• / -b ° I/ ttaNV.-9ma3 Detal Requirement.for Land Me Surveys as adopted by ALTA and ACSM I . / / q / ,ae�= jk, .� wv.o3d' 49. 1 I �r / / 4/ / /w�'�•_f / d' / i.ox,>'• i 1 T ., 6 Rang pat of b•Southwest WornScant of the SNorthest Quarter of Satin 1I Tonmp 116. B.,a Tins survey I have retied upon the supporting documents and the -- -- 1.:rI xir „ /L x} 'I / I/ / H --- _T� _ -96-4.2. e6---,'-'-°-.--:-••• . _ 1, ,J • _d -x- Commitment Tial inmost.bead byCommercial Partners Title.LLC,having z A °:x / I$ ,jPp`9Y • J^n9a -• Y -' ..\ ''� e7 "? •,c.a Range 23 and the Northwest Quarter of the Northward quatr of Section,S.ToenMp 118. R5 S V. R Conn County,Pimento.docried oe canon -`� I I IR/ / / / env s-��- .r ~ -� ^ 1 ) . ,5.5IV..959: u'm the Saln.est earner of sale Satin 1tr,Mena m an assumed bearing of North 1 e There sob of Nootht. 3,2014 and bearing M the 80 38548 fest Supplemental. 4 °5tlA I I r I $, 4 Sa l I/ / l / _- -'- j / /.. ,,. 56Beginning minutes 40 seconds ween the Went me of sow Southwest carter,a oLtma 0.Thew to no ab.rvmn nine.of cemeteries in the Md or of record o 9 I I y I°x -- - v�j . I 401.1 nit''' /' // Y� - x+'°x / degreeViet is The surveyor.as not wino son information bythe nester - - I PIP 10. Re 16 tr✓ k�i/ .r-,'° . ♦, t,�r' +�'k, I %, =-s , a,.o2aae fest to aa pant on.old west m.amain masa feet South of the west anrw provided zoning purennt to Table I xty SEC.1a 1 116,R.23 3' t`, ��/111 --Wee 140 %A,,-++I»+ �. 4x4-•' ,x ice' dG Av +' coiner of said Section tk Mena South 79 32 minutes 20 seconds Eab a distance of A Ren 6o a ere. -- h I Also@ t y,�i/�/ 4. 440.� 4 + +` x. 44 m n b.t theta South e6 a.gr.es 32 minutes 20 seconds Ea.t a distance of 100.40 feet Jet Rdw[INE 'x / i hex"/ / Hina South 78 degrees 32 minute.20 seconds East,a detente of 194.14 het thence Scut 11 There b no visible move pound widen o/earth man.wan,binding conetructin r 6 Y> .I 1 TgmOT PARCEL 216 \D"'" / ..le- "'' ,Y_' 4 "`� 64/P tr N° 4• 4. S �y $/�/ I 74 degrees 32 mkwtor 20 sworn Eo.t distance of 750.00 Mt thence South 47 degr.or kWd,addition wither recent moiths. I , I 9 his 50,-, ,,,,,,,,..:*., 0( / *i- _ E.piky, - N. :. �-% •4 -4 " q .�'c i 4' /°c.' •° f` Ily uW morn a 70 seconds East, dstna°f 75.43 lest resold North 62 segos»42 mkwtor 4g 0L40' �,Bff` / xtr st_agu M.H. ,.x r Y'- / //- �l � `r• '' �: d•• . / f0G/ m.lovercnds East,8 distance of 74.98 Let de South 58 rte.2 17 minutes t,a atones 12 there b no animate.enema of Ween[sheet a sleewdk eonaWelbn or repairs. Ag-oT.63--OO I / // /,// �4rs sem } .t - 8 '�( d,,. + / a�, ,x•ave9Ntma of 84.58 fest Mote South 89 degrees 17 mortes ere moons Eads°distance of / 17 2.•NE ay.-.54.0 v I / l.dv / / \ 111125 feet thence south 18 13.there le no Alba above nd evident.of the site bnh used a e soli waste I 24•sen ay-e5t.5 \ I/ / / "// z,w ` '...4� t�•r ..,%,_:_:, - - :- +dr, y Nitre 'AA' degrees 17 minutes 40 e•ease wWL,a distance of 620.19 feet 'a• 9 - - -- I( r. Q $ 'W� _ _ - Z. v ++ /`r/ to the Northerly right M way IM of Trunk I lghw°r x then North 65 degrees 54 minutes 50 dump,sump r sanitary _ ` I 2, I[5-x / //i// ➢.� �Sr p4 ,r :?.� ^r �$ s H_ dl' swe,ny Wort dont'said oea,d.Northerly tot way,a distance of 33.06 feet theme South 38 I hereby certify that this survey, plan or 7A I E.v.45..s0 ♦" / O- y 4Y 4& +'r(�" .... r -VAT, r' ,-a.+=s.5. degrees 40 mewte.55.wend.int don aid Northerly t of dieteace of 158.95 report was prepared byme or under I // • Q '4 ....,-;-----•,,,,, \ 8'---- !`./37 \ 187 a �' s•N env. ..:. 9 d9h enoyl a D P W my 14.Th.e ae w Amble pony wails.Thim w no poly wale designated by teae dint r by id �'x , / t. [ �8: // is• 4, +�t., a3"'v i '6 4 'iv], 1 a n9v.=9550 fest thence North 85 degree.54 minutes 50.stands West along sold Northerly opal of way,a direct supervision and that I am a duly recorded Party Wal Agreements an subject property pureumt to Toni A Inn 10a OwgER:µ�A I 1 X /A ,,�J-'� T{a \x/ 1\",�:, '' x v.,1' ,Pl�RsAt_it °y n n` I - /'' 21•w INv. 5 anon.of 510.22 feet bs the west the of the Northwest Quarter or Section 15,Township 116, 1S linos w w vision markings denoting wetlands as delineated by pW6prite authorities. CHUMURA I r 1 / / _ \ _•^^rl ' x �''� Regletered Land Surveyor under the Iowa e JG ? 4+ r' ?EB WrpOrNA2� ;( y'Ia '. d Ci w / R', ,' degree 9 of the State of Minnesota s➢ 23;theme North 1 37 minutes 50 seconds West don wet asst lint of the -gI i 1 1 't. S ; t w�'� R01 YAP NO Yr \ !til T e \ ant Quarter o dotage of 9.12 feet to the point of beginning 10.eel unities serving the subject property enter and nee the sob t proprty through - - S / -'"1 # ,c e, "1' \ \ , \ \ YY N wv.-e5.7 PAR >•t: '4,, S "•r , • '�• �,ol°�.H. Jen gin I civ/ / �' \ tax tr �evr., y11' \ 'x I ! •---- -- r_- part prwrty rO particular V. z4 sen INv.- 4 r EXCEPT that of the above d•erb•d which fin NaBnweeted /Mat atkWr public rights of soy r through.eemnte epeeifealy dedicated to each utility's no OWNEa agAASN I 31 143, ///// ,�'! (``w.n 4: .....;4,,* . \\ \ \ \ // 4. I 4p x9a0,... ,,� x+•'N5. 1 '0)� \ ,5 0VV.00.o edY Mint-of-way IM of Pr°d 216. shoes MINNESOTA DEPARTI57 OF 16.Erna*now old Ice aver or subject survey ren may muse sane improvements to EHRNST r / // ~. ( 4q� \\\ \ Y 1. x O� . /' X �.aa Z:, i rat 4. i t, \ Tmended TALION ESOTRIGHof wear PLAT No.10-SP,recorded OC T OF WA PL T2NO.15 and a / be non Nein at ten or way. sa 4' It�\\ 47 1 j° / .1\11 -t. :•1:,'7° b\ l'\ \\ \ \ } I %/ .• /_ ‘"4.‘°;;44 1 S--** i t amended s MINNESOTA o 279 58 oc bed a.ORTATON RCiIT OF WAY PUT NO.10 14. bf Lr Pou_se5.s9 N``p1I / /'le'dr R I 1 x \ \ ix 18 OPEN S r t x(: \ „ t. � '4' neoreee a Document Na z79ose,dewrib.d as kilns AI NLy ,,,,,_r yr / / '".. /�' • '>? 1 ,�x�\ y11 MNDOT MAI, t 'x% - � \ r C°mmnc at the southwest corner of sou section Ta thence an an rimmed Thomas Hodorff L.S. - -SSE INV..95a5 .^� +yn� via�li , I- \ I 1 1 / f"s IE4 • W Ing booing of I Il v % /. `I d yl/ •x t 1 $ 1 2 °x.'4.m.'- , ,'C ♦ , `•`.c5 North,degree 56 minutia 40 seconds west,along the West Roe of the southwest Quarter of Minnesota Reg No 23677 c.a I\`$e /: ..4� ,It• �'•v l 1 1„ 1 1 \ \ I ...d. (l°' .a C ft t.• • e.V_9so T =id Section 10,a distance of 401.19 feb to a pelican right-or-say line of said Pared 216 Urner.7s- I I jj ,1x1,, 1 41 I Y I I I % I x I +t t,`v`` •xx t,;,)4,: v 959.7 v.-907.2 -(x04, 1i 4f/'` t / �'I V" 1 g 1 Nem w`', \ . tea P / =/',/ --\ end M•point of beginning of M.the to be demotion M.n<.14 r 47 degrees 18 mann 16 /}'. n,° \ .�-INV,",„1.1 I I \ \ NV.rva• '1 ,l 1 7 ▪w t i seconds °distance of 175.14 feet•to on angle point h maid right-of-way Mir thence Date. January 25.2015 VICINITY MAP ovNEa � = . ' /! �,.Re /i! to I N 1"% ye //e •�• North 47 degrw 16 Minn 19 secants Eget a distance of 2271 feet to° t m curvets. 8 pEGGY .I I x�.xl I I IIx 1 1 I I Ven\Brous ♦ tux tit / ', ` '`F••�/ 4 PVC W INV.-9.,.2 h odd.04t-or_ y WOLFS • I W`/- `n. /,‘4',-'41‘,)'/O/ PT,;1_21 1 R I I NI 1 x 1 . I 4� 94,x :v• q♦,�v Vi` far�.' h._ • _. ' �. 4 ( turn concave t the South having a�radiw of 04alras�t2anA nntrd onayne ort degrees _ u / V run,. Sus I t" / y , '4,44 x"4. A N tali kIND OF ACCESS 58 minutes/4 seconds and hang a chord of 63276 het which bear North 77 dsgrew 17 n `/ ✓/ I b I I I I 1 �!' (ttrx ➢ \ .A � _ YNDOT ROW 56 / 1/'� I 1 1; °1 ii,t1, r N0.10-14 minutes 27 30 e.ee East b on arqe peen[h sow dight-err-eq Mor Mena NrM d.p... IS x��1 '� 1 I I 1 ty/ a /1.14';:z,...°.!' °♦ b_ 16 minutes 30 noon.East not tangent to sold sure a distance of 1,4.25 het to on angle Y // '. Q, 1 ♦ N0.279856 / 'J" I s \ 1 r ,• point n soN t of- Mor them NOM 22 13 mewtn 10 second.E y ' %\ ✓ / > !VI I I 1 x i1v \('^l��( %\• Min- °e°Y a °w d°^9 ALTA LAND TITLE SURVEY 'WS/ r \•jt, / _ 'tc x 'N. ie,,, 4_ / 1 I 1 \ \ t, r \ate'-'"4 {o -. • 4: saki right-of-way Mn•. distance°f„0.13 feet an said Hes there terminating. off` @, S�.or9. / \ 1 % .% 4,x 'x \ / �e ) 4C i,,y 1' ..' ='w_ xt, °k ( G \ e\ \ \,1r^ \'F 1 x t, ,� \ ,� i_'s!� . I ale y�' AND EXCEPT nae Praet 216. WITH eeo.w tr, �. ...;:%N. Iy( / at,x 24 f NV.e50.7 *'� 4:,x/°\ \ �\ 1 x i m 4' !' �/ II ,,�y_ Carver Xtwntn Minnesota TOPOGRAPHY / t7�Y Nen eV.-955.44�$.�/!. \ \ 1 \ I/ °j� 44�V T�(`. S -"e5-J ;+4r Aw32 -7....,56.__./.0-,1 x $ t°' f'` 1t\"x ,1 • -.� Property_ 'D it' """iii ys��,, //ixgx. rv_-ave ,(/", �59- I• 11 1\+"\��, ;it, , I x t/ ,I '`a�(' I . x • ,I • 4f v.J $ 4 Ox '4° 7k,. / r lxex7 \ A/ ?. / /x ( ,J` x J P 1 tr i Tj $ o vex"c if 4 *I f I 1 Issue a - l� 't(``x \." 4�% L)10.BiJ+Lti G>; §N I E-'•f a f4, 4;�° . iks l ''' / NOTES CORRESPONDING TO SCHEDULE B For: W.781H ST. I 4.4%x / E / \ \ x <0/ /1 '\ \t"x ( 1° 1,\I�I y ix.. 1 q x,� I 't, ,14; 4 V I➢, ��r '.'. // 1 xe'° / Ermnt for electric 1roneminon and distribution pWoses.h favor of Northern Stabs Power '• .�•x X \ \/ x4� 3/ I 1_ ` \ L '•N 'c �Ipmn°ttnawta copaotin Its successors and myth,ea created h document dated October 13, MTh 4 .xaF , 1, \'0, \ '74 . ^1 ,(4:'0 \ /"4,/' 1�¢r I ( \ I+, \ ` 1�`�1,1L� arA•a r� , x/ 1953,fled January 22 1954,a Daonnt No.85684 h Book 57 of Dews,Page 296.(AFFECTS CHILDREN'S LEARNING C.'r \ \ ° \ `4� x4' J "A 1 xss. ,�/ V ( 1 1 1 \ k$ ''x\''•y fF x x .. "x > g''7 ,, PROPERTY As SHONW ON SURVEY) NOT TO SCALE '''�9 4x 8 1/ \ .,x'St�,, `,,, 8 / 1 I'6,x \ \`til�; � rf31 b 'b .'Fee\ / v/ok` . x\_N. a I i ttt, k / xy. /" 1 -,+ 1 1 a..2,tip' 1 '4 c / rANo.A p �r ADVENTURE CHILDCARE v 4 Anent as shown 0 Assignment and Assuan lean of Easements dated Nn nbe•30,MOO.fled Jon 44 .x.e -roue \\ \ d\ 1, ss/ ' v -x / (� /1.' / / / Q/ / ax / azre,'4 �, c' c '�,t. eb E'� 'b 24.2001 a Document Na 0281203. ,%fit`ily I \l,,---.-13,-, \``sgy4(dP d' \.6.> _ / t,,x ` Y / ;.vo di. `/ / t N. F(�: „ E' 4.O ( ,3.Terms and condition of Resolutin Approving Subdivisionadopted t /11fy' �Y,/k4' �`+'�.8t � / I l ,IFI xrf i ' f` 4 p ,r" nx / 1982 as Document Na 57010.(NON-SURVEY MATTER) August 23,1982 fled November 12 a y� 1�. X�..-'r s.- �'le- /4� I ! 1 / / ......-c., / x% /x ".4 �• 4�t, / (t4�Easemnt for decbk trmrrnbain me Mfrbutlon vW�6� n raver or Northern State Powr ` 1\ 1 4 e xx f. -- - I.t�.1 4, 'f• t / ., 4 W°Yhn.w:e is porolin w.Konno.and as.y e..°ted h daemon donee oar ,202. 1\1 1 F,*; 8+ 'y tv 4%�° �fr�6 aaTj I 4\ / •/ .44i.• .,.\n 2000,Bled January 0.2001,a Document No.A280553,Including but not limited b the Nit to enter LEGEND __,a>�111,1'1'1 d1 " x x° I / t j'�°4' ° Ix•°' �l fir z1> s....2. upon the ion and to remove my swabs tree r object which interims nth saki transmission Ihn. SITE: ELEy.-sena (PI1111 C /tr•x '4,-..„7:46.,.__ a x) / t z°°fix 4� x v\ =f7,•. / ,2 1/ .' / (AFFECTS PROPERTY,As SHOW ON SURVEY) • Property Monument II 1111 1 P.c 1- h � / 'i142 rid 1 \\ 4, / J \--se p,. .AE,; /[I II"r / d�III\111111-pl..�✓ I I y'zvx�� tto / /, ,4,y.4,: ,N x/ „�, ''Y •WF / // .•.,......4 ,.,y E pav Ewmnb for drainage purposes,Ina fan of the state of Phonon200. created by Amended Find I { Concrete II III /747S1, , I xtL + -t ,Ip' ,IrY Ski ' / t 41.1., ,.i.,y➢,�47.r 4/ / Comments as n Parcel 218 doted Jule 24,2010.Red July 19,20,0.as Document No.A522088.The I "�ys�a8 +^' -f -lla I _ wF• !v draewge onmenb are depicted as Parcel 218 on Minnesota Department of Trmsp°rtatin Right of Way Concrete Curb ©Pae C.L ELE I I;\pp ef eek 4r - '<x\ / •x +. d /l . Fence EASEYEt1D HI 1 .5-. ''� I ' d / +°� +°� 'i` \\ _/ - >' �y • - • - l ' "� . -16 14N OF ACCESS PER ON SURVEY) 10-14.fled December 79.200'.1,as Document No.27968&(AFFECTS PROPERTY AS SHOW! A am (1 t. 44_ _x $11 /o eek `•Q'9T ; i 4, N.? rzRo6w�PUT No.10-74 ON suRt•EY) 7750 GALPIN BOULEVARD - ---- Overhead Electric I 44,,, % \''�l••q ➢M, �s,� 7r�7bb ---- Underground Electric neo.X11111 e". / / O., 's,f� J'4PX -'Aid[, ",�/+ x+'' 1 5' \x'4G l8F j�1,, '!! 2/./.. `•"/ \° "`'" / Patfy asagned to a»uty°f Chanhassen by Qui Gann Deed dated November 13,2013,fled December CHANHASSEN,MINNESOTA ---->-- Underground Telephone III I\ (CA 4= • O N J yew• x // -0\ _ 'W,1 J / 17,2073,a Doeummt Na 0588786. -- water 1 1.j F'^t;•.4t:'Qui lege t•Q� 'x / oa - -�mlai'-ve's. WEST LgtE a sen,4 6p. 1\\( 4 '4,:r"-----i-",,,,4.:,A, ---yu/+ , �b - fi31�g `�F ��y1,,,''ss8yy�,., -4, _ fb6{°' a ParUaey assigned to Carver County br ancien Deed dated November 1a 2013.Red February 4.20,4.as -o--- Gas / x x4yr- / •e- Q 4•rK• r / - 4F • ,2•s IN:.9625 Document Na A590431 Solna Sewn SEC 1a 1.116.8.23- / "e /r eh + o/ Q Q;��' sen''I' -s1° •- / •Lb/ Solitary " \ xt `�y ': \"� sEC r„6.823 \ I >/ CARVER COUNTY p p mx Right of Access ,x.9{,11 �p ill; l... 4, tEgi - 7 4' yiv. \ .P\ x // / by 16 Acmes restrictions contained h Amended Final CertMcote a to Parcel 216 dated Jun•24,2010,fled Electric Meter II ''4,eb• •' ,:�f�. -� NON CSC[ en„ \ ni / Y 19 2010.a Doeonent Na 0522088.in Qui Chen Deed dated November 13.2013.fled December 13, ® Electric Box SW CORNER OF SW 1/4„,:. ;p 1�(,.R, •seal • ;84 yr �'t +��/ -.x stir Rf7W OF TRUNK 2013,as Document Na A5883813,aM h Widen Deed dated November 13.2013,fled F•bruory 4.2014. R,� XJ a:.ati�.� o'42 O � �W i ....,-x;;.,..... ' ce Document N°.A590431 The amen controls the d kted as Parcel 216 on Minnesota D rtment of tD Electric Manhole SEC 19 T.116. ,% t VI L'Z��4• 'r „ X53- _-4r -y,>n�v-c ) 7 -k ;is' NKitY/AY N0.5 PER DESORPTION Transportation R t of p p Jp6,1.-•-y/,'JI _ �y Its... - �� • �a��. "••• �.� yI / a: Right Way Pot Numbered 10-14,filed December 19,2000,n Document Na 279858. Power Pae 'F'/ 40 bg'.2 ./lit .a e 6 -i:.- �'�`_ '/ el<r 1�-�;1�' ` gr (AFFECTS PROPERTY As SHONN ON SUENEY) IMMIIII Hydrant $ Ro'Mi" �� .6664........„--- --'41.1t 1 f .v'/ / i •ce' - ® Unknown Manhole WEST UNE OF NW 1/4 OF Nen 1/G-x-++'-x 'p ,--/-\ ,y �y'tivNO.10-i� S 6431 4 i• _ • + ------_,I-_:. \ ]L_ ,Mf° I •R 26 22 S�"� \� / • eM „ RIY_aes..e OF SEC.15,T 116.R.2 r-4;P .NV--�� r "✓ 4' 317 x9'L 4 � 'w Nv..n,., O Gate Valva xi -- _k-944,-- i4. 2YaT' t� A- a° x-- a` x"+ b �` HARRY S JOHNSON CO,INC e CotchbasIn __+___..n�_ _-4._,-i--a° • /ia , -w- --e_ I� T$' ® COtchboai 'k! t, \4 _-'_.: _84�- � - r�tn6-��1 X o T OF `� _1-4 ,.._.....2.E. / I - b y I - -n7 _ - 31---®.MNBGT-ROW-ftWi-Na 0714 Y''b.5, _ I, ��• v` ``£.a.__" �-.,� ® Air Canditionhg Unit 4c '4 +y 4y a• 4j 1_-4� t, IK41° / _ # 9h ` 'No.la e x4- -47 A, ; __..a E In NV..961. LAND SURVEYORS M NV.-%1.1 9 Cas[Meter i At'`. NA, k� 4° xt,• N.i.P"AR1 Nf('T 4 R. j .., �wy.-9.5.8 - m Telephone Box fIORTFI unE(OF NW 1184�0F NW,4 6..„..s. `\Oc eedd6 eINMINWS 4` 4 o O7PP M4S _ •4 \ -_ -- ® Water Manhole • • > .4 '9. 4sb, $ '♦ 9063 Lyndale Avenue South ® Sanitary Manhda Bloomington MN 55437 m Storm Manhole I 1 'C/ , Tele 952 884 5341 Fax 952 884 5344 ------906-- Existing Contour X 051,270 Ex/sting Spot Elevation Gutter 1 L/I '4 I ,`";;_ e3'6� `, f www.hsJsurveyors.com X 934.3 Existing Spot Elevation \ i r i �,r i r- / m`n``.a. BITUMINOUS ^ 1 �, nu-ee554 60 30 0 60 120 180 f ► V Ue I/ 5.y-es,.. STATEMENT OF POTENTIAL ENCROACHMENTS 0, �°No. I e Nv.90i.zms 641 1-3-8361 T 18 w.o.Nuwber There the no visible above grated exrwmmmb on or across any property Inn of subject property, SCALE IN FEET I CT � 2014531 I I SS.No. 1 OF 1 00 :t. MP' TR eS. (xr) ;;;T" :, RE YOU (� (� P.EE O A 0 lV 83'12"38"aki. 7 ®® ss , �v OUCH On W 1 -� iI// ®®SiOPA' ;10/14 �C� O O ® BAS:N\ 8..2.462:1616.- -- 15 2.4.2 -'- z'4 ,J 2 �W S 8I % RI.UMINODS (L`s �, 5yy 0 30' 45' 80 NM MN. ////// TREE -I DUMPED j !yew, TRAIL Or'q ONE CO- NM ®®(T/P ,57g)."-----i:i TREE IAATERIA � ;1TREE$® \ SCALE IN FEET II ji 1 A x tot% ppi� c,', EXISTING 0 SlOTX' / I�� .f ` veto' STORM PROPERTY MONUMENT HYDRANT 111 '��' y ®C�� CONCRETE GATEUNKNOVALVE WN MANHOLE CUR68 ^� 4.‘..._4'' � .A.. DRNs CONCRETE CURB CATCHBASIN ®GUTTER 58 LF i+ � �rt®GUI TER FENCE CATCHBASIN / PEES �y wf•7.11f� / OVERHEAD ELECTRIC LIGHT POLE f.•• J UNDERGROUND ELECTRIC GAS METER ®® ) �/ �� I%j�� -i .41'�� 1��11 / GA UNDERGROUND TELEPHONE TELEPHONE MANHOLE 77" ' WATER TELEPHONE BOX /w4� *A44:),,,......� SNE® GAS WATER MANHOLE � ,�yi Aiir,+V �f SANITARY SEWER SANITARY MANHOLE eTGWl i/ ® J��i4�' RIGHT OF ACCESS STORM MANHOLE 0 j`4\/y`/1Y�/ /�• PnrEN'c' ELECTRIC METER EX CONTOUR / If,' JTL l��J ELECTRIC BOX EX SPOT ELEV GUTTER ^ G� C�MAV u c\ /. \\ ,_ y,�4.•- � , ' �,•�F� % �l POWER POLEELECTRIC EX SPOT ELEV /.'.0.Z`ORM P''t" //. �\ ®' �. ,/, �� / srcRM -\ ° A,Ne so' '; ,' / % ® GENERAL DEMOLITION NOTES ®® PE / //i /� ,i, �� Vii. �S4 / / �, ( I)"• % / A T-E Si E WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE STANDARD SITE WORK ro ..,DDPBd / 6 �••.!•. •. �,rJ'rSPECIFICATIONS GUT-ER /. Gj \\ '..•r., 4iffi ///��{�L• ( j. / O CONTRAC'CR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING STRUCTURES RELATED // r \f / /1UiIL:i:ES.PAV.NG UNDERGROUND GTOAAGE TANKS AND ANY OTHER E%ISTING IMPROVEMENTS AS . 7 ( �M/ �� C IiMINGUS// _ II TPA:L 2RT,.-® OPE�T WITH ALL LOCAL STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH / / ' \ •/-'�V, D. T�'.=GENERAL CONTPACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY / C ..._ EXBTING WETLAND ( 01'4 top \ �� ✓�•a MORA\ DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT THE : / G� CELINEATED BY ( A* \ +. /e A,,f44./ ,, .4.7.: CONTRACTOR WRL RE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT T / r r KIOHAUO 11 12 12 ( � � , L' Si. ;ISICf ® PRO ERTES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT ENGINEER'S NOTICE TO CONTRACTOU !Y // �J fNO WORK ( MATERIAL /j '' l T O ES CNO JIUT ES AS SHOY/N ON(HESE PLANS IS BASED ON RECORDS 0/ ELVARIOUS OUTILITY J f OF WETLAND WITHIN LIMITS l COMPANIES AND WHERE POSSIBLE.MEASUREMENTS TAKEN IN THE FIELD THE INFORMATION IS ^/ I• NOT TC BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE /1' \� . • / I �� r' ,7-0 APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVAT ICA TO REQUEST (� / { f W.''$14J 42, PAVEMENT EXACT F'ELO LOCATION OF UTILITIES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO v _ RELOCATE A:1 EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN \ / / • • • . ( •iy �+ / // BYALNE ®® ON THF PLANS. 1 ( �� 0. `, / .YATETXIVF J r h� i 4"---1 //----- —__ -- ��40' �;+4 #...._,0000,,, ;,t I' vARP 00 O DEMOLITION NOTES �rry. A�r'�7t �� i8A EXISTING iO HE PEMOVED b ��'::`i ry„�y�� /4Fx ®®`mss I-, 18E EXISTING RE O RELOCATED ,�,';.,4N/ Y TVP) W 18E POINT OF RELOCATION SEE UTILITY PLAN SHEET 4 f ,• .1 f9A EXISTING TQREMNN -4 A SIB LIMITS OF SAWGUT AND PAVEMENT REMOVAL Veiti fir►�� Ai Yi4 � /-y•� Al 5,0 PROTECT EXISTING STRUCTURES AND/OR PIPES DURING DEMOLITION AND CONSTRUCTION PHASES / _• Akt Sj/. �� ( II'►��,' flYti 74A CONTAACEOR SHALL COORDINATE PEDESTAL REMOVAL WITH XCEL ENERGY `\.i 7�:_: �'A r / ��11 Illre -...287 LE �iw"fir �r �i��s' /if-.0.,, o) 0 DEMOLITION DETAILS O /' �� ~�`_— " ��P If,6 50H TREE PROTECTION SEE LANDSCAPE DETAILS ( / • ,,,,,..,,- \ , / /,/ \ GU TER I E�ELECTRE, ®PA'fEMENT P6D6STAL',' f LINES'Ce o/s _� T Y iA 16 P71 `\";yeMENT �4� i>fr' 4164 00 i\ ir INrip / . co f.. 4,4 5 \ CHILDREN'S LEARNING ADVENTURE No �,�! e0 it FO 1 ��r " .i-- Cr g.13 o 33,032 SF °I! �� I � YAILT O Q ? FFE 966 75 // . N0. DATE DESCRIPTION Z •AVEME /�� °PAYEMENTO / GAsO REV-0 3120/2015 INITIAL CITY SUBMITTAL • \ /` NE Oth I Crags LS Z 1 • I,t 11111'^ iYpES® /�• �� ' .., � I GUTTER® J III///SII " �•s�� / \ OJ = f /iii... "� ��' ♦Ar iy' ��'It /iiiiiiiii ®PAYENENT riff /N., �" • /.!� I//i:///� �d!��/// " w� zaeso afznfls me SW cue cMe T CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW ♦ �' ''j i,: •! ir_ ‘,A. '� �'T�/'��' ��ir t p. 'I, B kIS -wc� " � E a Engineering Associates, Inc \ I [}/pNETFS • PLANNERS • SURVEYORS SIS A �. I6 %v�/�(/`yiit I�• '/�/'1ETI/\.{ I !T ! \11TH / (ANOSCAPE ARCHITECTS ENVIRONMENTAL SCIENTISTS Pt. C3...(5, E_EC'RCc, _',I "'1\ 0117:.:; ®IrC:� Li ` � -VV Y4 _ L"TEG I\\\ i 2 PRELIMINARY $ ", TREE r - _- �. OZ.AEO^HA0Is.'MN 55120 Suite 210 565114528149 TPFE__,.• 'EB e 6 NOT FOR CHILDREN'S LEARNING ADVENTURE `A.\ _ yP> -- -- -- -- -- ••••• - - CONSTRUCTION 7750C.ALPNBO!/LEVAI) S 84 51' E 206 78 S 84 51'24' E 268 22 ® GT � CHAAWA55EIV A�1ESbTA PDL_ NES ,:..:'-0 REV DATE SHEET Na • DEMOLITION PLAN 3.2015 clop 9 9 REV-0 0 205 Ca DMi.PFARC ASSOaATES NC SITE DATA OVERALL DATA AREA 342 747 S.F 7 87 AC 5EFORE y� �� EXISTING IMPERVIOUS AREA 22.840 S.F 6.66% ss EXISTING PERVIOUS AREA 319.907 S.F 93.34% >',yQ PROPOSED BUILDING AREA 32.032 S.F 9.35% //— /V� �5�� a 3a a5 CO PARKING LOT AREA 64 743 S.F 18.71% /// \ SOfq OIJE Gp,�Y —� PROPOSED IMPERVIOUS AREA 86.709 S.F 13.63% // \ \ SCALE IN FEET • (NON-BLDG/PARKING) #V7-- - TOTAL IMPERVIOUS AREA 142.884 S.F 41 69% - ../ / I,/ _, EXISTING PROPOSED PERVIOUS AREA 199.863 S.F 58.31% /// \ , HYDRANT / /' \ \ PROPERTY MONUMENT CONCRETE • UNKNOWN MANHOLE ZONING A-2 AGRICULTURAL to / GATE VALVE CATCHBASIN ESTATE DISTRICT / \ \ ®' FENCE CONCRETE CURB CATCHBASIN / / \ \ yyl - OVERHEAD ELECTRIC LIGHT POLE PARKING REQUIRED PROVIDED / / ® UNDERGROUND ELECTRIC GAS METER UNDERGROUND TELEPHONE TELEPHONE MANHOLE 9'018'STALLS-1 SPACE/6 KIDS 96 100 ®® NH• O/ WATER TELEPHONE BOX " Q'h \ GAS WATER MANHOLE HANDICAP STALLS 4 4 ® P120 HANDICAP .'` SANITARY SEWER SANITARY MANHOLE P'F RIGHT OF ACCESS STORM MANHOLE TOTAL PARKING 96 104 V.•" 2T �9•k- \ - ELECTRIC METER -. - EX CONTOUR • `Qi. ELECTRIC BOX EX SPOT ELEV GUTTER O9 \ / /'�'L!1•—• � ELECTRIC MANHOLE EX SPOT ELEV BLDG HEIGHT 50 MAX "' 7 V/-7''. POWER POLE 9 F R50' CHILDCARE, / / / BLDG SPECIFIC USES / PROPOSED EDUCATION ''! -�, /I CONCRETE CURE AND GUTTER. CURB INLET \ / A I SEE DETAIL A1NOI8. NUMBER OF EMPLOYEES 40 STAFF ' 1 / // q6 / LIMITS OF SIDEWALKS AND BUILDING CONTROL POINT 111.26' `Se _ 12, - I CONCRETEEAAR) APRONS(PER ARCH O PROPOSED PARKING SPACES V - �// RIOT IO / / ' G25 ® // �. GENERAL SITE NOTES IrY I Jo- ....._......4 0 A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CUB UNLESS OTHERWISE NOTED / 0 113 =® / I •� R.,R B SPECIFICATIONS ALL COBB AND GUTTER ADJACENT TO SPECIFIED IALLT PAVING OR BEWITHIN INSTALLED PER DETAIL 01A.ALL CURBING ADJACENT TO CONCRETE PAVING SHALL BE INSTALLED PER DETAIL I 1191 B. / / \!' BD R25- ®4, 7:[ / / _- C. ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL 12F / I I fl37 Pas 283.1iP25 ® :�,�. 3 H2O D ALL HCCESSBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED PER DETAIL 09S / ® ® ® A SEE LANDSCAPE AND ARCHITECTURE PLANS FOR FENCE ABS GATE DETAIL. • / / I I / 1::! N 5 B ®®. SEE ARCHITECTURAL RAND FOR EXACT LOCATIONS AND DIMENSIONS OF PORCHES RAMPS. Jir VESTIBULE SLOPED PAVING TRUCK DOCKS.BUILDING UTILITY ENTRANCE LOCATIONS AND P25 R3 ® R3'__ h R3 --f.. / -R3 ® // i PURSER BUILDING DIMENSIONS •• —J�� r I I ® O O 25 /' 0Ail SITE NOTES ;::4`;v=_.:.•:-.T'--: >;,'ti4rr.n,ta...1-}4.-ce-: _,z,>. _.1.,.=.,,- ,r°..Y•�.T. > :,+u'pit © / L ,$ ® // / 2A 4I.YCn`PA F C YELLOW ANE STR PE(SEE LENGTH INDICATED Ai SYMBOL) —/ ��MET CGEvrx / .20 41NCH WIDE PLANTED YELLOW STRIPES.2.0 FOOT 0.0 @ 45 DEGREES(SEE ARA INDICATED AT / I21A iAP'�ER CUaD?O MATCH EXISTING CUB213 /APER CURB TROIA B INCHES TO O INCHES OVER 2 FEET • �� { ' I] // / l0A B FOQT ME:AL FENCE WITH BRICK COLUMNS(PER ARCH PANSI I 70B TRASH Eh'CLUSURE(SEE AgCH PIANS FOfi DETAILS) pp Jr '� 70C PLAYGROUND GATE(SEE ARCH PANS FOR DETAILS) (// / �PAYGROUYD.SEE ANDSCAE PLANS 70D CONCRETE PAD.CONTRACTOR TO COORDINATE WITH EXCEL ENERGY FOR EXACT SIZE AND 'L P 4'- -U t LOCATION ,09 t /' BO'' NM ' 70E MONUMENT SIGN(SEE ARCH PANS FOR DETAILS) / 11 / ®J ❑ SITE DETAILS __ I_ I • _ I—___==_ I 4 _ f Y OIA TYPE A CONCRETE CURD AND GUTTER •11, %'.t tril, IfJ016TYPEBCONCflETE1NTEGALCURBANDGUTTERYP 02A WHEEL STOP 1 / • O5 43,%W. 03C WHEELCHAIR RAMP IN SIDEWALK !� 5 i 1 030 CONCRETE SIDEWALK I I ® :1 SII I�PAYGf( '[i ` 28. I // / U08ASAWALK STANDARD IDUTY ASPHALP IN T/PAVING LANUSC .0:,0—\\... DUB HEAVY DUTY ASPHALT PAVING AO/ I 1 T. RD 1 RA '� 11 0 - TA, -.Milk / 0)11 ACCESSIBLE PARKING SYMBOL(WHITE) SIGN O 1 R30' J- J I I C3.. XII.'" €e,B11 555 HEAVY IBLE S OM ONCACESSIBLG ((/I / N I ' ® I ` �MI TO " / TOE RIGHT TURN ONLY PAVEMENT MARKING / LOA TRAFFN:FLOW ARROW 10B STOP BAH L�� IID RIGHT TURN ONLY SIGN I 2F SIGN$ I - I _J. R3'.® SE 1213 STOP SIGN B 2B 5' j // I _. ..,i,.....- I 29A ASPHALT STREET OR DRIVE CUT REPAIR 70A 10'BITUMINOUS TRAIL �P;AVG.'.OJYD.SCE II O '_®� ]OB TYPICAL COMMERCIAL/INDUSTRWLSTREET SECTION AN::S.APE('JTS ] , 70C PEDESTRIAN CUB RAMPS /fin n p p1�e p ^p o� i T' / 70D TY%CAL CURB AND GUTTER g I I ' i t9 CHILDREN'S® S�Ii 'S p �Alggo9lNp •, ep®�®�IAI�Ui_}E '� 1 O / ]OE TYPICAL STREET PATCHING BITUMINOUS 0 1 I O i 'MA 0 IS LSB Q LEARNING YiI 0"2 6 �`�f 'B' 28 / 1 CRIPTION I rr FFE 966 75 •• I HO HS! / �11}�,J/�/ ` 10- �91i _�.f''� f_ 9EEU-0 NO 3320/2015 NI�SAL CITY SUBMITTAL w ^eMgr, z5E) U tsiii I TYP - 'A; /1i I �L CI. 7 g p�,y -v / I ® ® " r A----t..,,...., — r ® RI ,z / ; t T L C OOLONG SETBACK —R30 ®1 '- - - O - - 1. �' , �Zt � = L m�l- 231 / II��I�� ' fl5a R3 - �yc�Ty/19,1:p TY'® R31'•9'('9'(�9'� YP® R3 a J 7L ( 28660 3/20/15 ALC SM DCMB CMB 1-} Ir,A LYP il'P YP \ FM I,a / CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW °T,5 _LSF "'.2' mom S / Engineering Associates, Inc S \ \ g I _ ' / / LNDSCARPSE ARdl/• 7ECTP5LANNEFLMwENTAL SSpU £i5O / 20 PARKING SET 3ACK PRELIMINARY 2025 Cenhe PRAM Blvd Suite 210 (651)452-8960 Mendota HeiOAls.NN 55!20 (651)452 1149 NOT FOR CHILDRErfNL/'S�L�EA�RNdIvN�G�ADVENTURE - I 1%8-0c I 248.67 ( 9/29 , -- CONSTRUCTION /7 GAL IV BOULEVARD CHANFt4SSEN MNNESOTA - 3 20/1SITE PLAN m REVEV AO5 CTE 21 9 0 Iola REIN Ns we STORMWATER SUMMARY „.....-1.-.4%`. /' r BEFORE yo PRE-DEVELOPMENT CONDITIONS t• • �\v G STORM EVENT PEAK RUNOFF(CFS) r /,cC �,._ N 83 :38" V/ 185 73 ss 1 2-YEAR 4.08 • _, I OW 10-YEAR 9.56 'J� "I �82.1:: .".'".. ...''..." --'.-......-,_..... .;. G_�_ p`r4, N , 100-YEAR 22.48 v 8�'%t21 0'%-Y'1_ -_ '\7 y /': t. 44� 100-YEAR 10-DAY SNOWMELT 8.45 .7 r_� // F yFS, V� y-\5 0 30 45 fiD' MI POST-DEVELOPMENT CONDITIONS / ----- 100-YEAR \ \C\ •. / ------- . '• \ -' ® HONE ALL SCALEFEET STORM EVENT PEAK RUNOFF(CFS) / /�� i -- EXISTING 2-YEAR 4.08 •'� / --------// --\ \ ;�: 10-YEAR 8.41 - .�/ 1 /. PROPERTY MONUMENT HYDRANT 100 YEAR 19.96 % / //------ \ \ - UNKNOWN MANHOLE 100-YEAR 10-DAY SNOWMELT 7.63 / -------' - CONCRETE GATE VALVE / / \ \ V. \ - CONCRETE CURB CATCHBASIN / A ® - FENCE CATCHBASIN 'C 951.13 c F'�ISH GflADE AFTER P.R.IOVAL • RETENTION BASIN 4 F' r / / \ \ \6T - - - OVERHEAD ELECTRIC LIGHT POLE ,/' 6502.'3 F 1DUMPED'AATERIAI. UNDERGROUND ELECTRIC GAS METER / T 9s :> /I --- - UNDERGROUND TELEPHONE TELEPHONE MANHOLE NORMAL WATER LEVEL 956.00 768,8- I - WATER TELEPHONE BOX TC 962.44 I _. GAS WATER MANHOLE HIGH WATER LEVEL 959.25 rc 9,,2 6,, 962.44 G / / I - SANITARY SEWER SANITARY MANHOLE DRAW DOWN TIME(HOURS) 36.35 • ',� - \ I - RIGHT OF ACCESS STORM TOURMANFIOLE TC 962.88 / / I ELECTRIC METER - - - '- EX CONTOUR 6'61'+6 ELECTRIC BOX EX SPOT ELEV SETTER WETLAND T 953.52 / • \ / I ELECTRIC MANHOLE EX SPOT ELEV NORMAL WATER LEVEL 955.15 s% G 563.02 / POWER POLE i EXISTING HIGH WATER LEVEL 956.95 PROPOSED HIGH WATER LEVEL 957 15 is 963 3e / \ / / 968 O PROPOSED DRAW DOWN TIME(HOURS) 38.30 • ® ' 6962.88 /'� r X PROPERTY UNE/RIGHT OFWAY UNE tJ V IC964-09 // % ') • 1♦. / G 863 58 TC 968.95 GRADE BREAK _�TJJ .4 G 968.45 968.93 X- CONTOUR ELEVATIONS G 68.43 /\ QQ / / O = STORM ORM 1 J, ^ Li ~\ 96s / x XX.XX SPOT ELEVATIONS- 1 ! \ \ GC...: \FG 968.78 3 / FS GUTTER CU� FL=FLFG IOOD LINE NISH RADE / ` / �6` / ' -� TC 964-63 TC 969.14 - TW TOP OF WALL TB=TOP OF BANK \., i �`� ._ / G 964.13 G 964 ITG 966.41 iC ' NV INVERT OF WALL NP HIGH POINT f� TG 967-St • G..c I I 1 THi THROAT / �� / I G 364.01 yd°TC 969.36 / / t TC 967.84 '� c9se.ea icsss.oa ,� Tcsseo GENERAL GRADING NOTES 'r , •-,•/ / / m �, TC 969 53 0-.896%66 ��E4 W® G 98134 \G 96864 84 G 868.Sd G 968 899 TC 968.]820 A. PRIOR TO iNSTALIAT:ON OF STORM OR SANITARY SEWER THE CONTRACTOR SHALL EY.CAVATE c c :m ` TC 867-43 .. I ' 6 264 033. 969 'V+61!0 `;?;3� G 966.93 / IC 968.45 f G 968.28 VERIFY SANDR CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY .,♦ l 696 G 967.95 0 TC 63.02 965]6 L9"0 -'� TC 96].02 1 / CONFLICTS PRIOR i0 CONSTRUCTION THE ENGINEER WILL BE MELD HORNLESS IN THE EVENT THE - TC 969.09: / ENGINEER IS M1OT M1O CON TOFR DESIGN CONFLICTS926/\ 3i32T..964 34c985 26 ' TC968.06 G 966.59 / 8. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 4 OF ('((�1 /// / /"p`= 0963.84 , / I `��c� r 6961.56 / ,�� I I TOPSOIL APPLIED IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE THE CONTRACTOR SHALL / TC 964.307 y �,a c TC 969.24 IC 956.80 PROVIDE TOPSOIL.APPROVED BY THE OWNER.AS NEEDED THE AREA SHALL THEN BE SEEDED as 963.57 A � G 963.80 'Ta 'S S °b \ //I ) 0.50% - S o ` } 'tom TC 968.06 G 968.]4 ,G'9E9.30 • FERTILIZED MULCHED WATERED U2I MAINTAINED UNTIL HARDY GRASS GRON R IS ESTABLISHED --� G 963.0] TC 564.4 TC 965.03 I TC 965.83 Y { TC 966.16 G 96].56/ I �I` IN ALL AREAS(SEE LANDSCAPE RAN FOR SEED MIX AND PROPER APPLICATION RATE)ANY ARFIS G 963 94 _ G 965-33 I G 965.33 9`L' G 965.66 / TC 968.40 • 1 • DISTURDED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE ® E 3 IC 364 21 - -- I_r TC 966.69 / G 967_90 CORRECTED 81 THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. f , i!�5]5 e / 6963.71 ��-� /.� - 6966.19 y,/, �' G fTy,{ ( i„V 959.95 m`O ...'N, ' / '!' TC 964]0. - IC 966.05 TC 9E6 OS TC 905.38 N / FG y6g,P4 C THE CONTRACTOR L TCR IS SPECIFICALLY CAUTIONED THAT THE LOCATION DS OF T ELEVATION OF FG 966.20 N s G 964 20 G 965.55 G 965.55 G 964.88 �}'� EXISTWGUTILI'IES ASSHOWN ON THESE PIANS 15 BASEDON RECORDS OFTHEVARIOUS lfiILITYSII 1� �,' ® --_gyp �T'I _ 1 $ (17N COMPANIES AND WHERE POSSIBLE ME43UREMENTS TAKENIN THEFiELOTHEINFORLMTIONIS\� 'n� ,:� ;r�6 ' S4 -' �� - 6� TC 96fi.39 TC 966.66 c, NOT TO BE REU[0 ON A8 BEING EXACT OR COMPLETE THE CONTRACTOR MIIGT CALL THE vVV` 1 � �� APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST JJ -6 81 Bj0 // FG 966.39 l G 965.89 6% G966.16 Ltj I ��_� GSot15r' _ 1 TC 966.58 EXACT FIELD LOCATION OF UTILITIES. // • 6 0 /iC 963.80 FG 965.44 FG 9"06 31 G 966.08 / •� 50.3e r.'<� by /� 6963.30 .021 ,` �t ' Q D UNLESS OTHERWISE SHOWN CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS. Y I FG 956.3'..N % /( ALL STORM DRAIN PIPE BEDDING SHALL BE INSTALLED PER DEFAIL 28A ALL STORM DRAIN PIPES /��C 963.31 ; �' ] / o r/ ( -N \ ARE MEASURED FROM CENTER OF STRUCTURES AND ENDS OF FLARED END SECTIONS T F1:L. w I • / L� 6 962 8 :� / ap / ;►- -0.56'6 / 9$,. FG 963.90 9'S /� • J /"" 10 • �"�/ ': / N7 • �.` "'� s i '� 6 865.45 / TC 963.85 S l� �� 6965 35 p 696335 s S:6K ¢\ ,966.]5 j "�' / /^ Q GRADING NOTES / ' .l• ° fe n . :::. 'V+367.68 C-88.75 --\\ T 11 11°° // .38 FG 963.94' FG 966 22 - +� / / / )y- // "'y MH4 E i 1 2 TCC 955.61 TC 965.76 / C9Df W:.EOEND SECTION/ / y'I usaS ® ,.;Tit607.,7 ® fG Y✓46113 ._\ TC 965.64>/ / p BERT T2HOPE IN TO ROOF RH UGH)Wtt24UBING PLA 8 Y4'^ fi , 0`I'% RIM ' G 965.26 / PLUMBING PIAN FOR EXACT LOCATION) • / O v< INV 959.85 _ 1 ,, / l� IX],t1ECi 8`HOPE INK TO ROOF DRAIN(SEE PLUMBING PLAN FOR EXACT LOCATION) y6 /////// ; , IU(- _ • Jr' '4.'41-'51 j O 5 RpPt •y /wI�i. / G 965.14 ! E E N GRATc ASSEMBLY-TYPE B(2499CGP e<h 14 , II r- _ _ - FG 955.z- 1 FG 986.%5 G ,o R 0.50X, 99� c;f' (♦ / PER W1 UFX`TUsR DETAIL) or / t9 PoM 96940 U , ® ® ® : ® (I FC"58.13 / `$4 ! IDE PIP NEC)4 (SEE SIZE THIS SHEET) e'. 0 �g NV 959 40 @ 0.50% FG 966.15 ® ® 1 / TTP CONNECT 4'HD'E PIPE TO TRENCH DRAIN(SEE PLUMBING PLAN FOR EXACT LOCATION) l.. I i II ®® 0 N JI TC 964 / / 73E CONNECT n ry6'E PIPE TO DRAIN PIPE FROM RAISED CONCRETE PLANTERS IN COURTYARD C 9 3.55 } i0 963.304,f-- G963OS ®� ®® ® M II \ G 964 34 / ]3H CONNECT d HOPE PIPE TO TREE WELL PLANTING IN COURTYARD 961 1 �G 962 80 E Mv_t �; I ;1 O N� CB-I 4 sjl 1( p F ®® ®LOM 965.50 II 0 GS 34c_ $ C1/987 6C�C}'5.49 RAI 964 10 / S tL,`'.1 W J INV / 0 GRADING DETAILS 0 ,g TC 964.49 J N• F _�C P G x=4.1; / 31 5° Jd01 F 24 PDPF G 06399 1 2'hL`PE (i ® 9E6 05 ,ArE� B CUT 11 [)N ' @0.50'0 " - ® ;sCy°# • - ,. ( tG .:.45 Z 2 IC 95 170 RIPRAPPAD Xi A /�� G ! N2IA CURB 1 333'.• _ "-TC FG 965.15 °'' ,-% jL\ 956.4%wT ]OE TYPICAL STREET �'�.',` is gam . ` I II °i. FG 955.95 - 'TC 96420 964.49 ---- ]r _ JI 9 \RNLri0i 35O _C 80 G96525 PATCHING BITUMINOUS 4 {r G 963]D +G 963'99 C«'S54 ' !.5°° •NV 961.5 ��- c' 738 OUTLET CONTROL STRUCTURE 1 j` 738 RIP-RAP OVERFLOW PAD TC 963.99 A4 6N�0 - I�?p50.e - GA:/9D lI X G963.d9 �111''' R'N .4C E f �� / Q ]3C RECESSES WALL OFF MAi(SEE ARCHITECTURAL PLUMBING .‘',;11, S1 /� CHILDREN'S I1 FFF�iiipppp��y yN, LEARNING e�c�,1 pN,`ss� A ®®rp�11p�I�y I��pFq� ® 5V 96.58 w \` / rt- • 1 (ii 96930 f/ -.I A `0./�'` ,!iS Y 6../'l,uE',C�1 P-4®CE YI9 VY tlE )I 66' S- 6 + 1 /'/f PLANS) 1`: o /� 33,032 SF r Eb ( TC 966.06 FG 96613 L- d- 1 N - II TC 966.31 4¢ I G 365.56 TC 966.56 1 FFE 966.75 C II G965.B1�c D966.22 G9fi6.06 T I ".:.00 _ /96.;;../4/871z. / - ) - FG 586.]4 �{ G 965.)2 /S NO. DATE DESCRIPTION allrff >' 111 FG 966.01 TT 966.13 IF:... , FG 96639 / REV-0 3,20/2015 IN.TIAL CITY SUBMITTAL 3 t, N_ \\I I`� 87 FG SGi.4] i.'^� FG 965.9] a�'.:,.,.., 6:E. ,'- „1, W IAV 95610 TC 966.01 .`O50% TC 966.40 iC 9oE=D FG 985.9'7 FG 967.25 I11i N, Hyl I ! SliMP 96470 ,-:._- ®® FG 966.64 6965.90 696}90 FG 965.66 ® CONNECT TO ' 696551 in, FG 961.22 % 11 Z // .Y,1 -. : TC 965.97 FG 966.34 5 1 1 1 O �X' TC 982 72 Lg L° FG 966.05 FG 965.82 FG 966.75 ®® FG 556.3' FG 965.] 14 TABLE DRgI TG 965.36 G 965.4] 1 G 968.08 I I \11: 696222 }� 1 ��,i 0�° �� -- „TC 965.]3 )TC'966.08 O FG 564 02 FG:o G 96523 / TO.96502 G 565.32 .o�9�.58 Tc ss3i6 -' ,,,,.,%+.,i,;?,!:,,, :�'oY,-' �:..-=_;mss.. �'Teisd� -:::.�-T . ``� \ ,'R 7k ;;I� ,k-.. �c I I \ ., 1 1 t TC 96423... TC 965.19 FG 965 68 FG 565.]4 TC 966 23 �� T�6 '- TC 865.51 -ra n RW% I,j \ 696373 596489 - > 6965.]3 6R' B I GY5.03 a \ @ 1.33% c" - 065-- FG 965 84 '�' D -FG 965.79 G 865.01 �$ C 986 82 U ; 1 \` 1 \ \ 696632 N - 1\ -FG65.]5' -5 \�•••�'/ FG 96 4 .-- -mss L FG 965.85 TC 965.28 _ �� G 964.78 \ \ - 7. $ mss-a!"+h fi G 965.35 TC 966 45 TC 956.55 TC£"06.45 "`-��- 1 \ • TC 963.61 'I $ �'� G 365.95 ' 2 28660 3/20/I5 ALC SMI CMB CMB I \ 1 G 966.05 G 965 95 1 . G 563.11 TC 666.22 0 5 9\'o% 6 // ��- 1 I \� h0`'0 - m 1 - @ o sov° f Tc 98622 FP' `a�. 367 a ` CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW I, I''''''' a', �/9 2 '6" /964 6965.72 6865 72 1 / t 0 1(;111IJ,'_ s0 �� GSE4.CB8 FG 963.60 ®®- ' 9BS` el TC 966.11 FG 964.38 ITS® TC 965.^.5 iil ( ,, �� i-= �/ Engineering Associates Inc • G 95,.5,5 ,(r g _ $0 �i�S 11\ �tS%:7 .0-.,/\ - 1 �•• `` LANDSCAPE ARCHITECTS ENVIRONMENTAL SUR MRS (•1 0 r \_CT,C` o FG 960.93 n .,RATED FND SECTION m FG 963.63 71 1T riot..^ C^ I °¢- \ ' 77-"N ;'' °i INV 961.05 __I.0% tj�L _J PRELIMINARY^C ♦ f 'C: r 2025 Centre Pc.le a:. Suite 210 (651)452-8968 $ •1• `9411 6 ,Q•. ♦• C�IL� ( 190' I 896 I I' "� NOT FOR Mentlote Heiah..A'.J 55128 (8511452-1149 v L,`t9 fi3 760 wtt 596_9G CHILDREN'S LEARNING ADVENTURE • � ��f, ,' 84'51'24" E 206.78 �- t S 84'51'24" E 268 22 CONSTRUCTION 7750GALPNBOULEVARD e 'r; ; I 1 piAMH4S'a9d ANIESOTA 11�' �-�- n> - --r- -=-1-_ REV DATE SHEET NO ' - . ,A...,''. s - - GRADING PLAN 3/28//5 c30F 9 REV-0 0 2015 CO vv¢cl V A55566TDG MC �r�iv ❑ UTILITY DETAILS c g�RE y� 60 N 8312'3 36A FIRE HYDRANT ASSEMBLY 6 0, 44111,6 398 PRE-CAST SANITARYSEWERO MANHOLETN00 Sj A,W 0 n 40C SANITARY SEWER CLEAN OUT Sr s,1140 70E TYPICAL STREET PATCHING BITUMINOUS AO j ��• �- 768 TYPICAL HYDRANT INSTALLATION(PER CITY OF CHANHASSEN) ? 5 \ZJ Ny 0 30' 45' 60 Z / , /- 6'074 5 XX.=M SIMON MEM 1 t3; v=r.FV 1uvERi ONE CP'''' _l '`.FIE_D ®® SCALE IN FEET // // EXISTING / ` \.\.. PROPERTY MONUMENT HYDRANT h CONCRETE UNKNOWN MANHOLE t J a. GATE VALVE / I CONCRETE CURB CATCHBASIN FENCE CATCHBASIN j i''''' -.--------.--..-. OVERHEAD ELECTRIC LIGHT POLE 1/ UNDERGROUND ELECTRIC GAS METER / II UNDERGROUND TELEPHONE TELEPHONE MANHOLE / - -. ---.- WATER TELEPHONE BOX ' I GAS WATER MANHOLE /j/ , 1 - - - - - -- SANITARY SEWER SANITARY MANHOLE 1 / RIGHT OF ACCESS STORM MANHOLE • / ELECTRIC METER EX CONTOUR / ELECTRIC BOX EX SPOT ELEV GUTTER log ADJUST PIPE TO I ELECTRIC MANHOLE EX SPOT ELEV /�, MEET EXISTING / / POWER POLE^v STUB INVERT MIN / I c i N^` 0.50%SLOPE / / 1 / PROPOSED r M N ff �v/ J6 ,/ I -X"U`� GASRBERIICCIE ��( 1 / —X SSS SANITARY SEWER SERVICE I0,0�� El RIM968.]5L jUGE UNDERGROUND ELECTRIC SERVICE 954.49 I ///:: ` / —UGE$T— UNDERGROUND ELECTPoC AND TELEPHONE SERVICE �45 c' `' S 2'x6'x.® 1 —UGT— UATER SERVNO TELEPHONE SERVICE k/` 7,1` ®® —X"W WATER SERVICE ! V FDC FIRE DEPARTMENT CONNECTION \./ ..., j • COVER 47' 7I 111111 • GENERAL UTILITY NOTES A. ALL WATER LINES SHALL BE DIP WITH 8 MIN COVER /� / ® B ALL SANITARY SEWER LINES SHALL BE GDR 35 WITH 8 MIN COVER ` —c /' C. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ///��L/ ADJACENT PROPERTY OWNERS /\YVl __----��c�� / 'U C. ALL ELECTRIC TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE \ / _' / Se r! G irgr / CONSTRUCTED TO THE APPROPRIATE UTIUTY COMPANY SPECIFICATIONS ALL UTILITY _--_— — ri ! .-, DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES _ —_-- _ -- j �• D BEENCONRECEION VES HALL NOT START ER ANY PUBLIC UTILITYPPRSYSTEM TE UNTIEWRITTEN YL HAS 4/ 0 / ®® BEEN RECEIVED BY THE ENGINEER SHP THE APPROPRIATE GOVERNING AUTHORITY AND G —_ ®® CONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER `V J. �'-..� _c=am— ._ti)iSki.•i';^i"":.:?r::4i":Y:: .sr. Kor _u;! a<z` .'t`a':v'".!:i"�T:'' `Sic':" .lz%:'':W"�G�•i.*^:.i=��t;k::iT2rr`.'•'��:4:%r:..� % / \\•' / E- PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM BRAN SANITARY SEWER. `vV I WATER MAIN OR ANY OF THE DRY UTILITIES THE CONTRACTOR SHALL EXCAVATE.VERIFY MID II , %� • / W CALCULATE All POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM CEI II ;\�•''," /% -- v, ENGINEERING AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION CEI O % � ENGINEERING AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR/ # ' / / FAILS TO MAKE SUCH NOTIFICATION II y0;:,,,,k...._-,/ F UNLESS OTHERWISE SHOWN CALLED OUT OR SPECIFIED HEREON OR W THIN SPECIFICATIONSBI �/ f'vl ///�/\) yi ALL WATER LINE FITTINGS SHALL BE INSTALLED WITH THRUST BLOCKING PER DETAIL 31 A.ALL i,•.'7/".'''''/.7./. � P" / il y" WATER LINE PIPE BEDDING SHALL BE INSTALLED PER DETAIL 42A ALL SANITARY SEWER PIPE BEDDING SHALL BE INSTALLED PER OTITIC 420. Q UTILITY NOTES c ,..1 ��— •x , , , — •� — ----, —--- •_ —� iyeEC I�/ I/// 220 MOIN�TE IT ES THISWITH M.J TAPPING VALVE AND THRUST BLOCKING WITH ADJUSTABLE VALVE _- _-__---- _ } 228 M.J.TAPP NG • „, SIZ T OF / ir 1 / J BOX(SE-CONNECTION SHEET)WATER SERVICE(PER LOCAL CODES) °I JL__ / - VALVE WITH ADJUSTABLE VALVE BOX(SEE SIZES THIS SHEET) // 22D M.J.TEE WITH THRUST BLOCKING(SEE SIZES THIS SHEET) // III-- �I 1, �.� _ // // 221 22 1/2 DEGREE MJ BEND WITH THRUST BLOCKING(SEE SIZES THIS SHEET) // II •' �. II ® 22K SPRINKLER ENTRY PER ARCH PLANS(SEE SIZES THIS SHEET) TN y I / 5501 F A SOP i:: 22L METERED DOMESTIC WATER SERVICE ENTRY PER ARCH PLANS(SEE SIZES THIS SHEET) S \ II ; I®`N 4 / / 001.00' \ 22M PROPOSED WATER METER(PER LOCAL CODES AND SPECIFICATIONS) / / * 22X INTERIOR WATER METER(PER LOCAL CODES) (/ —1r- 958 22 II NV JUT 95i 9] / / 22Y INTERIOR BACK FLOW PRESENTER PER ARCH PLANS) ¢ 1 ry --lr—I 23A POINT OF CONNECTION-SANITAR5 SEWER SERVICE(PER LOCAL CODES) y r 1 - --�_I'i. I� �— -- _� / " / 23E SANITARY SEWER SERVICE ENTRY(PER ARCH PLANS) / 24A POINT OF CONNECTION FOR ELECTRICAL SERVICE(PER ELECTRIC COMPANY REQUIREMENTS) M I I INV.958.]5 '••S'_I 5 24D PROPOSED ELECTRIC TRANSFORMER ll ® II _ 10i"= 26A POINT OF CONNECTION FOR UNDERGROUND TELEPHONE(PER TELEPHONE COMPANY z /// ,. ®IIiV 956.15 r ~ C. `1 1.68%• REQUIREMENTS) y� 6'SS— 1 'SSS fi"53 �'.` 2]A POINT OF CONNECTION FOR GAS SERVICE(PER LOCAL GAS COMPANY REQUIREMENTS) 1 T,% - 278 GAS SERVICE PER LOCAL GAS COMPANY V, 1 // -'i RUMS M 2 30A STUB OUT FOR FUTURE CONNECTION PER LOCAL CODES // 0 RIM 970 CC USA MAINTAIN MIN IS INCHES VERTICAL SEPARATION '^ // Ip�I,1'pp 11 ( 'NV 956.55 31A LOCATION FOR THIS UTILIN AS SHOWN IS FOR DRAWING PURPOSES ONLY CONTRACTOR SHALL O // CHILDREN'S LEARNING ADVENTURE I, II ® t�I B]! ( VERIFY THE EXACT LOCATION IN FIELD PRIOR TO THE CONSTRUCTION OF THE PROPOSED UTILITY LmFokl g�.�® rj LINE TOBE CONNECTED CONTRACTOR SHALL NOTIFY CEI ENGINEERING IF THE DESIGN AS SHOWN ISNOTACHIEVABLE/ 33,032 SF ' I I // 76A FIRE DEPARTMENT CONNECTION(PEER ARCH PLANS) 2'1 r...c,Dt\ II T6B GREASE INTERCEPTOR(PER PLUMBING FLANS) 3 1 G/ FFE 966 75 : II __ "'`�'' >,' NO NO DATE DESERET ICN H to // / ®®®®® 1/ REV-0 3,20,2015 1N.,'IAL CITY SUBMITTAL 3 Z II Ir _-___..-._-..-lGE ._ AGO i�1 Illiftor 1 // _ J �I - 8 GAS ® ® 0")-� .:NiZS .... •. .,,F.e. e•.,;.:.._.,.. .,"t v .v47^ ' :..,.� ,A a tl ht fig:;, . �/ F: 14 Y / z 1 1.---sues -- _ \..-i�� B'M:N COVER x RLF6 J:r B MU.COVER / �6 a.11 'OVER 1 q� 8MM'.COVED AT 'W :'W 8'W .I E . ' 28660 3/20/15 ALC SMJ CMB CMB EVE '..GT EDT LILT CO' IIGT ,1 CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW ,, J _ -_- Engineering Associates, Inc �'\ _... ......--<-, !1111 `- ENGINEERS PLANNERS SURVEYORS s X LANDSCAPE ARCHITECTS•ENMRONMENTAL SpENi1SB CD E V >\ �2•t•J�2 PRELIMINARY 2025 Centra PP3AIe Blvd.Sola 210 (651)452-8960 N 0, f Hi MRHAOIO Yo Sits.MN 55120 (6511452 1149 /' V AlOT FOR CHILDREN'S LEARNING ADVENTURE S 84'51'24" E 206 78 S 84'51'24" E 268 22 CONSTRUCTION 7750GALR1VBOLLEVARD CHANK4SSEN MNNESOTA 2.9 REV DATE SHUT NO. UTILITY PLAN ,2R'IS C40P 9 REV-0 6,2015 0919144114,131410 ASWWITS PC GENERAL EROSION NOTES GENERAL EROSION NOTES(CONT) BEFORE yDG A ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER O DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT CF THE PROJECT THE OP �O�j POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONT RC_ N 83'19' EL(:)'-'ii p J-, )`�` PREVENTION PLAN ANO THE STATE OF MINNESOTA NATIONAL POLLUTANT MEASURES(SILT FENCES STRAW BALES ETC.)TO HELP°BEVEN EROSION AND = V -\ DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT(NPDES PERMIT)AND BECOME STORM WATER POLLUTION _ SF LL FAMILIAR WITH THEIR CONTENTS ISL /i/ I ASF%♦� ', N�,gSQ, R ALL OFF SITE CONSTRUCTION SHALL BE STABIHZED AT THE END OE EAC-WCPoONG Qtr 1 ` pp F THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE DAY THIS INOLUDES BACKFILLING OF TRENCHES FOR STORM DRAINS&UT:_ITY '� \ /+ p� W EQUIPMENT MAINTENANCE AREA.EQUIPMENT CLEANING AREA EMPLOYEE SBREAKAND CONSTRUCTION AND PLACEMENT OF GRAVEL CR BITUMINOUS PAVING FOR ROAD S 7•�" I \ �'G� 'r �� /. AREA AND AREA FOR LOCATING PORTABLE FACILITIES,OFFICE THAI ERS AND CONSTRUCTION. "� \ •� 5y5 C 30 45 60 TOILET FACILITIES THE EXACT LOCATIONS SHALL BE COORDINATED WITH THE �fI I s0 M OWNER'S CONSTRUCTION MANAGER. S CONCRETE TRUCKS SHALL HAVE A SELF CONTAINED WASHOUT SYSTEM SO THE/ - I.'in •r\ al /..... Tq ONE GP'-� um iiii APE NOT WASHING OUT ON THE GROUND • �/ I uj / I SCALE IV FEET C ALL WASH WATER(CONCRETE TRUCKS VEHICLE CLEANING EQUIPMENTONTACLEANING ETC.)SHALL BE DISPOSED OF IN A MANNER THAT PREVENTS CONTACT BETWEEN // \ I , ).3...7. /"' THESE MATERIALS AND STORM WATER THAT IS DISCHARGED FROM HE SITE / ® / \ /• I , / PL EXISTING D MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND GREASE / / \ / I ; i / ABSORBING MATERIALS AND FLOTATION BOOMS TO CONTAIN AND CLEAN UP FUEL / 1 L/ OP CHEMICAL SPILLS AND LEAKS. // \ I �/ 3 PROPERTY MONUMENT HYDRANT I / UNKNOWN MANHOLE E DUST THETSITE SHALL O OR OILS PAID BY SPRAYING RE WATER DRY OR TO /♦I/ -:‘• CONCRETE GATE VALVE THE SITE THE USE OF NOTOP.OILS AND OTHER PE ROLEUAO BASED Ofl TOXIC / I�+ ♦ / - - LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED /^-rn�I . ' I ♦ --- CONCRETE CURB - CATCHBASIN �''' J ' ♦ ...P L FENCE CATCHBASIN F NO RUBBISH TRASH GARBAGE OR OTHER SUCH MATERIALS SHALL BE DISCHARGEC / `. / I ♦ / 61 . i OVERHEAD ELECTRIC LIGHT POLE INTO DRAINAGE DITCHES OR WATERS OF TPE S ATE 13 0 /1 ., ♦ '.. I •. jI \_E �,�', UNDERGROUND ELECTRIC GAS METER ,,,..0,4‘... I ♦ /II/ UNDERGROUND TELEPHONE TELEPHONE MANHOLE G ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN / 1 ASF e I;/ - . WATER TELEPHONE BOX AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE INI'ATED AS /. Y J - GAS - WATER MANHOLE SOON AS PRACTICABLE "' F I rI SANITARY SEWER SANITARY MANHOLE //'s i I l/ - ----- RIGHT OF ACCESS STORM MANHOLE II DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL STOP FOR / � ,i, ..4."..` , 0 I°' I/I ELECTRIC METER EX CONTOUR AT LEAST 21 DAYS SHALL BE TEMPORARILY SEEDED WITHIN 14 DAYS / / (// ELECTRIC BOX EX SPOT ELEV GUTTER DISTURBED PORTIONS OF THE SITE WH RE CONSTRUCTION ACTIVITY HAS t\ 1/13,;',01:0.:�`` I E 14 ELECTRIC MANHOLE EX SPOT ELEV PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED THESE AREAS SHALL BE \ v / 2 %I POWER POLE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTR'IT\ \ ,.z.;.�� I II OCCURRING IN THESE AREAS REFER TO THE LANDSCAPING PLAN \ 1 / J IF THE AC'ON CF VEHICLES RAVELING OVER THE GRAVEL CONSTRUCTION \ ENTPANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD THEN \ I 9E8 `-/ PROPOSED THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD IF \` A i U 'I WASHING IS USED PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER /u, '' !0 AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. THE EXACT � LOCATIONS SHALL BE COCFCIVATED WI H THE OWNERS CONSTRUCTION MANAGER �L I`�V \\ //II % I EASEMENT • K ALL MATERIALS SPILLED DROPPED WASHED OR TRACKED FROM VEHICLES ONTO `•' \ v - I �-► FLOW ARROWS ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY T �` \ L. CONTRACTORS OR SUBCONTRACTORS WI L 9E RESPONSIBLE FOR REMOVING ``/ / / :'/ —XXX CONTOUR ELEVATIONS I 11 SEDIMENT IN THE DETENTION POND AFTER THE STABILIZATION OF TEE SITE AN, V I ~� , / - = STORM DRAIN ALSO ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINaUL- I p - — - 'LIMITS OF'3-STURBAfCE SYSTEMS. �'. h JL l 1/ AI IF SOIL STOCKPILING IS EMPLOYED ON THE SITE.SILT FENCES SHALL BE USED 1O (S /� I n r e HELP CONTAIN THE SEDIMENT \ ® I• ^ �' Irl _, EROSION DETAILS 0 e N SLOPES SHAA BE LEFT IN A ROUGHENED CONDITION DURING WE GRADING PFLAEL N7i \� ie TO REDUCE RUNOFF VELOOITIES AND EROSION , I c T. SF SF SF E SF / l/� 12 Y I CE tEMFCR>AY STONE CONSTRUCTION ENTRANCE O. SEDIMENT BASINS ARE ATTRACTIVE TO CHILDREN AND CAN BE VERY DANGEROUS.Y I �' i� •f� lig ALL CASES LOCAL ORDINANCES AND FEGVLA'ONS REGARDING HEALTH AND / 969—��920 y �?y• •I I-I♦ L —y— $F TEMPOPAav SIR FENCE SAFETY MUST BE ADHERED TO ® , \ N. 565 L56890- •—��b l.T. �I I-.1• /i/ P ALL EMPORARY EROSION AND SEE•MENT CONTROL MEASURES SHALL BE DISPOSED ^ �/ 1 966 /* ttt • Y I/� �� TEMPCP.N!SET FENCE FILET PROTECTION OF WITHIN 30 DAYS AFTER FINAL STABILIZATION FINAL STABILIZATION HAS " / JRq, I -\} ~/Ln, O F `• -,•••%{/ •• H OCCURRED WHEN ALL SOIL DISTURBING ACTIVITIES ARE COMPLETED AND A ® _2c� b _ - ".2 6 , /r � TEMPOPARN CANDY BAG MET PROTECTION UNIFORM PERENNIAL VEGETATNE COVER VII H A DENSITY OF TC%OF THE COVER u ry cs '� n, •+� l fI / s FOR UNPAVED PREPS AND AREAS NOT COVERED BY PERMANENT STRUCTURES HAS I z �• \>,.r. } ��q T / r PEEN EMPLOYED / � ^ \ f • -1 _ :OAF EXISTING PAVEMENT) SF _SF I /.q �� c �A,, �r L.DIKE /° I SD s T c , / (( ® f �F ��=�__ 9=•S� �� 47 f V.13 SEQUENCE OF CONSTRUCTION �/ / 256 - - / • 855656 / T M / CL/ 4/ I INSTA2 R 6rABILZED CCNSTRDCTNJN ENFRANQES. ;/ II 096 i96 y�/ 8 -a"" ®® __ _.__ �a�-i. 1 / / I 3 CONS PREPARE 1 ENCES Cir s_T�oRncE AaEA V% NA//4•. 2'✓n -F\�;cAft•'i. / j^\ / �'Ft V b BEGIN GRADING THE SI4. CLEAR AND GRUB THE TE '/ ° / _ f ` I 6 START CONSTRUCTION OF BOND'AG PAD AND ST(YICTIAET ,;-3 `✓+ A J® /C%` ' ] TEMPORARILY SEED DENUDED AREAS J� II %i/ 9 ys '1 Vii. ..,, % /� ``� 8 INSTALL UTILITIES UNDERBRAINS,STORM SEWERS CURBS AND GUTTERS �,�� x_ 996 4 !t ` �o. •� / / 9 INSTALL INLET PROTECTION DEVICES // \ �e 1° o°\ "'. 4'...'SNA •/ / 10 PREPARE SITE FOR PAVING : /� S / / I 11 PAVE SITE ® ~ 4 i?=•I so J / / 12 COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING '3°' - J r•�� / 2 13 REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES(ONLY IF SITE IS STABILIZED) 41 o m i• vjVi N 1 $ \ / 5I- -:TA SINCE , • { ��?ak q� =s — ---- ---- — _A Is MAINTENANCE 3°, N _JL_ - II WI 596 / 26`x° /I ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN AND IN THE STORM PLATER II / / J_/ POLLUTION PREVENTION PIAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL FINAL • STABILIZATION OF THE SITE.ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE Iii. • Ir-- �_ I"II // • CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 S ir I II ,•.1,.. I HOURS OF THE END OF A RAINFALL EVENT AND SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE // '..$ II • V I , 'og�:/ /I WITH THE FOLLOWING' _ i 5 ; \' �PB® I •-�r_j j,II _as I��Ee ��/ INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THE SHOW Y ___ SIGNS OF UNDERMINING OR SHALL BE REPLACED F THEY SHOW DONS OF DETERIORATION I N I.6% --I�_ I �'a 2 ALLSEEDEDAREASSHALLBECHECKEDREGULARLYTOSEE THAT A GOOD STAND IS MAINTAINED ' // AREASSHOULD BEFERTILIZED AND RESEEDEDAS NEEDEDz 333. ,. •III9%"f'.- I 3. SILT FENCAS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED.SEDIMENT SHALL Ca 2.1 1p BE REMOVED FROM THE SILT FENCES WHEN IT REACHER ONE THIRD TO ONE HALF THE HEIGHT OF e, A' IFi 'II596 ®® _ THE SILT FENCE 1 e/ , I.I�6°° Q 4 THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT 1 / • �4� TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS CF WAY THIS MAY REQUIRE PERIODC TOPe ^ I� pp� II \ DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND 12,2\ g 7r// f -�II DREN'S IA RNING A®�®�I�I,URE I, 11.6% 1 9% 66 \/II 5 THE PARKING AND STCRAGING HAND S AREA SHALL PERIODIC BE KEPT IN ERESS NOOOD ONDTIONOMRY(SUITABLE '% \'8 VV�,ff VV 1' ,e `33/,,032 SF fY ! ,lYVI6 II I Q FRE 966.75 I I -� AS CONDITIONS DEMAND I IA by _. - ://:Ii.. i770. $ L3% Jra,�- I / rnc. DATE D`_TIAL CIIC�1's • 1 �/ REV 0 3/20/2015 INITIAL CITY SURMITTAL • 1 E9. �.e - _ ,n s.F— min IPI0 'n .1 ) •®® ,it.'%�'°....:?'��.y..Ni .SYR v _!f dis_ _ �J'i1k.^� r�\ISIi Ti I. ® /W ¢9`O. ® /1.� • ,..7..... E Mi 4._,,,,;,.- = _ - _ --,-A- . , , 'R 16 2..60 3/20/15 ALC SW CMB CMB �^ �/° lA' `1,,,k' UE q6 2°�IV''N Q I 1 CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW \\ P( 964 N ryA�Js � ,i''' 1� L ® /--�'`` f-, ® CI N \ , . , '' Engineering Associates, Inc - �.\' I /`` ENpNEFFS PLANNERS SURVEYORS ® � LANDSCAPE ARCHITECTS•ENVIRONMENTAL SCIENTISTS `� ' HV IIS-; �`La`�. / PRELIMINARY ♦�S 96L_ - I I —� CD - 0.ui, / Mendota HA/QYIR.MN 55120 16511452 1149 �y\ 196 E96 • 6 2025 CenUe Pointe OW Sw1e 210 f651)d52-8960 �\ 962 'w� TSR SET 28P DI a 96 V96 % �‘ NOT FOR CHILDREN'S LEARNING ADVENTURE 025 t� �,I�- E--zr ft-tit" _ � i =_ 3� �F CONSTRUCTION a�a7750 GALAN nASSel �TA REV DATE SHEET Na EROSION CONTROL PLAN D OG'1S C5OF 9 REV-0 e Toms ce oravomedo ASECAILS NC NPDES CONSTRUCTION ACTIVITY REQUIREMENTS NPDES CONSTRUCTION ACTIVITY REQUIREMENTS(CONT) NPDES CONSTRUCTION ACTIVITY REQUIREMENTS(CONT) CLA-CHANHASSEN,MN-SITE INTRODUCTION INTRODUCTION(CONT) A. STORM WATER POI I ORION PREVENTION PIAN, 12.A CONCRETE WASHOUT SHALL BE INSTALLED ON PROJECTS THAT REQUIRE THE USE OF CONCRETE. G. THAI STARII I]ATION ALL L10U'D AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE AFTER ALL AREAS ARE FINAL GRADED THE ENTIRE SITE SHALL BE SEEDED AND FERTILIZED SLOPES WITH GRADES THE PERMITTEE(S)MUST IMPLEMEN THE EROSION CON ROL SWPPP AND THE REQUIREMENTS CONTAINER IN A LEAK PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER A SIGN MUST BE I THE PERMITTEE(S)MUST ENSURE FINAL STABILIZATION OF THE PROJECT FINAL STABILIZATION GREATER THAN 3 TO 1 OR WHERE CONCENTRATED FLOWS WILL OCCUR EROSION CONTROL BLANKETS AND FIBER OF H S PART HE BEST MANAGEMENT PRAC CES(SIPS)IDENTIFIED IN THE PLANS AND IN INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM OPERATORS TO UTILIZE THE PROPER CAN BE ACHIEVED IN ONE OF THE FOLLOWING WAYS LOGS SHALL BE INSTALLED(MAXIMUM SPACING]5 FEET) THIS PERMIT MUST BE INSTALLED IN AN APPROPRIATE AND FUNCTIONAL MANNER FACILITIES 2 ALL SOIL DISTURBING ACTMTIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS WILLS BE AREAS FLOWING INTO TILE STORM WATER CONVEYANCE SYSTEM WILL BE STABILIZED THE DAY THE STRUCTURES B EROSION PRFVEIIVDY PRACTICES 13.ALL SEDIMENT CONTROL MEASURES SHALL BE USED AND MAINTAINED FOR THE DURATION OF THE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE OVER WITH A DENSITY OF AT LEAST 70 ARE INSTALLED.CATCH BASIN MCOATSEDIMENT RAGS WILL BE INSTALLED LSAME )LIZ AND LEFT T UNTIL THE PROJECT UNTIL FINAL STAB'LIZA'ON HAS BEEN ACHIEVED ACCORDANCE WITH CITY REQUIREMENTS PERCENT OVER THE ENTIRE PER/IOUS SURFACE AREA OR OTHER EQUIVALENT MEANS PROJECTEIN IS ED.CATCH BASESIN MENTS SHALL G WILL BE AND DISPOSED THEOF WHEN I THE CAPACITYINPLACEIA REACHED 1 THE PERMITTEE(S) MUST PLAN FOR AND IMPLEMENT APPROPRIATE CONSTRUCTION IF CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE OR INTERFERE WITH ANY EROSION NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND PHASING /EGETATNE BUFFER STRIPS HORIZONTAL SLOPE GRADING. AND OTHER CONTROL MEASURES THEY MUST BE RESTORED TO SERVE THEIR INTENDED FUNCTION CONSTRUCTION PRACTICES THAT MINIMIZE EROSION SO THAT THE INSPECTION AND A.ALL DRAINAGE DITCHES CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER •TOPSOIL STOCKPILES WILL BE STABILIZED WITH TEMPORARY SEED MULCH AND FERTILIZER WITHIN]DAYS FROM MAINTENANCEEASOTTO RBE DISTU BES M PMT)DELI ARE COMPLIED H THE AES SI CF 14.ADDITONAL SEGMENT CONTROL MEASURES SHALL BE ADDED AS NECESSARY TO EFFECTIVELY CONSTRUCTION IS COMPLETE MUST BE STABILIZED TO PRECLUDE EROSION THE LAST CONSTRUCTION ACTIVITY THAT CREATED THE STOCKPILE. AREAS NOTT ) DISTURBED MUS BE DE_BEA REDE(E.GR WITH FLAGS STAKES SIGNS PROTECTTHE NATURALALRESOURCES THE CITY THE TEMPORARY AND PERMANENT EROSION •OUST WILL BE CONTROLLED BY WATER APPLICATION AND/OR SWEEPING AS NEEDED SILT FENCE ETC.)ON THE DEVELOPMENT STE BEFORE WORK BEGINS CONTROLTTI PLANS SHALL BE RG/ISED AS NEEDED BASED ON CURRENT SITE CONDITIONS AND TO B.ALL TEMPORARY SYNTHETICAS AND STRUCTURAL)MUST EROSION PREVENTION AND SEDIMENT COMPLY WITH ALL APPLICABLE REQUIREMENTS CONTROL BMP'S(SUCH AS SILT FENCE)MUST BE REMOVED AS PART OF THE SITE FINAL 2 ALL EXPOSED SOIL AREAS WITH CONTINUOUS POSITIVE SLOPE WITHIN 200 LINEAL FEET STABILIZATION: •VEGETATIVE BUFFERS WILL BE MAINTAINED AT THE PERIMETER OF THE SITE. OFA SURFACE WATER MUST HAVE TEMPORARY EROSION PROTECTION OR PERMANENT 'S.RESTRICT CLEARING AND GRADING WITHIN 20 FEET OF AN EXISTING WETLAND BOUNDARY TO GRADING OPERATIONS SHOULD INCORPORATE HORIZONTAL SLOPE TRACKING WHEN POSSIBLE TO HELP REDUCE CC'/ER FOR THE EXPOSED SOIL AREAS YEAR ROUND ACCORDING TO THE FOLLOWING PROVIDE FOR A PROTECTIVE BUFFER STRIP OF NATURAL VEGETATION C THE PERMITTEE MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM EROSION TABLE OF SLOPES AND TIME FRAMES TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY D DEWATERING AND BASIN ORAIN'IK. MANAGEMENT BASINS SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM WASHING BACK •CONSTRUCTION ENTRANCE TO BE INSTALLED PRIOR TO START OF CONSTRUCTION • TVPF OF OP, T'MF REMAIN(MAXIMUM TINE WHEN AREA CAN INTO THE 1 DEWATERING CR BASIN DRAINING (E.G PUMPED DISCHARGES TRENCH/DITCH CUTS FOR SURFACE WATERS.S.THEASIN OCLEANOUT OF PEYANCES OR RMANENT NT BASINS AINAGE V/AYS MUST BE SUFFISCHARGING CIENT F SITE RETURN OPEN WHEN THEM? ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A ' STEEPER THAN 3:1 T DAYS IS NOT ACTIVELY BEING WORKED.) DRAINAGE)RELATED TC THE CONSTRUCTION ACTIVITY THAT MAY HAVE TURBID OR SEDIMENT LADEN THE BASIN TO DESIGN CAPACITY LEAK-PROOF CONTAINMENT FACILITY OH IMPERMEABLE LINER A COMPACTED CLAY LINER THAT DOES NOT ALLOW 10H TO 3:1 14 DAYS DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER. FLATTER THAN 10:1 21 DAYS ON THE PROJECT SITE WHENEVER POSSIBLE IF THE WATER CANNOT BE DISCHARGED TO A H TRAINING SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER IT MUST BE TREATED WITH THE CONSTRUCTION PRACTICES TO MINIMIZE STORM V/ATN CONTAMINATION. THESE AREAS NCLUDE CONSTRUCTED STORM WATER MANAGEMENT POND SIDE SLOPES APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING I TRAINING IS REQUIRED FOR THOSE THAT ARE RESPONSIBLE FOR PREPARATION OF THE SWPPP AND ANY EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A STORM WATER CONVEYANCE WAVERWATER OR DOWNSTREAM LANDOWNERS THE PEEIS)MUST ENSURE THAT DISCHARGE MANAGEMENT OF THE CONSTRUCTION SITE AND INSPECTIONS ALL NON HAZARDOUS WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURE LOCATION PREFERABLY A SYSTEM SUCH AS A CURB AND GUTTER SYSTEM STORM SEWER INLET TEMPORARY OR POINTS ARE ADEQUATELY PROTECTED FROM EROSIONION AND SCOUR. THE DISCHARGE MUST BE LOCKABLE METAL DUMPRTER AT THE END OF EACH DAY ALL TRASH AND CONSTRUCTION DEBRIS SHOULD BE FERAIANENT DRAINAGE DITCH OR OTHER NATURAL OR MAN MADE SYSTEMS THAT DISPERSED OVER NATURAL ROCK RIPRAP SAND BAGS PLASTIC SHEETING OR OTHER ACCEPTED 2THE SIMPER MUST PROVIDE A CHAIN OF COMMAND SHOWING WHO PREPARED THE SWPPP WHO DEPOSITED IN THE DUMPSTER AT THE END OF EACH DAY AND WILL BE EMPTIED PS NECESSARY NO CONSTRUCTION DISCHARGE TOA SURFACE WATER. TEMPORARY STOCKPILES WITHOUT SIGNIFIEAN-SILT ENERGY DISSIPATION MEASURES ADEQUATE SEDIMENTATION CONTROL MEASURES ARE REQUIRED IS RESPONSIBLE FOR THE MANAGEMENT OF THE CONSTRUCTION SITE AND INSPECTIONS MATERIALS SHALL BE BURIED ON-SITE. A LICENSED SANITARY WASTE MANAGEMENT COMPANY WILL COLLECT ALL CLAY OR ORGANIC CCAIVONENTS(E.G CLEANEXEMPT AGGREGATE STOCKPILES DEMOLITIONBUT FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS SANITARY WASTE FROM PORTABLE UNITS GOOD HOUSEKEEPING AND SPILL CONTROL PRACTICES SHOULD BE CONCRETE STOCKPILES SAND STOCKPILES)ARE FROM THIS REQUIREMENT BUi 3.THEETRAINING SHALL CONSIST OF A COURSE DEVELOPED BY A LOCAL STATE OR FEDERAL FOLLOWED TO MINIMIZE STORM WATER CONTAMINATION MUST COMPLY WITH PART.V C.5 2 ALL WATER FROM DEWATERING OR BASIN DRAINING ACTIVITIES MUST BE DISCHARGED INA MANNER AGENCY PROFESSIONAL ORGANIZATION WATER MGMT ORGANIZATION OR SOIL AND WATER THAT DOES NOT CAUSE NUISANCE CONDITIONS EROSION IN RECEIVING CHANNELS OR ON CONSERVATION DISTRICT AND MUST CONTAIN INFORMATION THAT IS RELATED TO EROSION 3 ADDITIONAL BLIP'S TOGETHER WITH ENHANCED RUNOFF CONTROLS ARE REQUIRE"FOR DOWNSLCPE PROPERTIES.OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT PREVENTION SEDIMENT CONTROL OR PERMANENT STORMINATER MGMT AND MUST RELATE TO DISCHARGES TC SPECIAL AND IMPAIRED WATERS THE BLIP'S IDENTIFIED FOR EACH TO THE WETLAND THE WORK THAT YOUR ARE RESPONSIBLE FOR MANAGING SPECIAL OR IMPAIRED WA ER ARE REQUIRED FOR THOSE AREAS OF THE PROJECT E jNSPFOTIDNS AND MAIN NMCF THE FOLLOWING BLIPS WILL BE USED DRAINING TO A DISCHARGE POINT ON THE PROJECT THAT IS WITHIN ONE MILE OF A SPECIAL OR IMPAIRED WATER AND FLOWS TO THAT WATER •FERTILIZER SHALL NOT BE STORED ON SITE. ALL UNUSED PORTIONS SHALL BE PLACED IN A SEALED BIN AND CLA-CHANHASSEN MN- SITE INTRODUCTION REMOVED FROM THE SHE BY APPLICATOR. 4 THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH 1 THE PERMITTEE(S)(El HER THE OWNER OR OPERATOR WHOEVER IS IDENTIFIED IN THE SWPPPI MUST THAT DRAINS WATER FROM A CONSTRUCTION SITE,OR DIVERTS WATER MOUND A SITE ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN(1) DAYS DURING ACTIVEDESCRIPTION,ROJECT •ALL VEHICLES AND EQUIPMENT USED ON SITE SHALL BE IN GOOD WORKING ORDER AND REGULARLY INSPECTED FOR MUST BE STABILIZED WITHIN 200 LINEAL FEET FREE/THE PROPERTY EDGE OR FROM THE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN U.S INCHES IN 24 P LEAKS. POINT OF D SCHARGE TO MY SURFACE WATER STABILIZATION MUST BE COMPLETED HOURS. THE PROPOSED DEVELOPMENT WILL CONSIST OF AN APPROXIMATELY 33.032 SQUARE FOOT ONE-STORY WITHIN 24 HOURS OF CONNECTING TOA SURFACE WATER. PETROLEUM PRODUCTS SHALL BE STORED IN LABELED AND SEALED CONTAINERS S.AL INSPECTIONS AND MAINTENANCE CONDUCTED DUPING CONSTRUCTION MUST BE RECORDED IN BUILDING ALONG WITH ASSOCIATED SURFACE PARKING LOT TRASH ENCLOSURE CONCRETE CURB AND 5.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WRITING AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP IN ACCORDANCE WITH PART IIID GUTTER.PLAYGROUND AND OTHER ASSOCIATED UTILITIES •SPILL KITS SHALL BE MADE AVAILABLE AT ALL FUELING AREAS THE CONTRACTOR SHOULD ALSO USE SECONDARY BEFORE CONNECTION TCA SURFACE V/ATER. RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: CONTAINMENT MEASURES ON SITE RUNOFF FROM ALL PROPOSES IMPERVIOUS SURFACES WILL BE COLLECTED BY DOWNSPOUTS OH DRAIN 6 WHEN POSSIBLE ALL SLOPES MUST BE GRADED IN SUCH H FASHION SO THAT TRACKING A.DATE AND TIME OF INSPECTIONS TO ONE OF A SERIES OF CATCH BASINS IN THE PAVED AREA.AND OUTLET TO A BIOFILTRATION BASIN ALL ASPHALT PRODUCTS USED ON SITE SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURERS MARKS MADE FROM HEAVY EQUIPMENT ARE PERPENDICULAR 0 THE SLOPE. THAT WILL SERVE TO PROMOTE ON SITE ABSTRACTION OF STORMWATER EXCESS STORMWATER FROM RECOMMENDATIONS B.NAME OF PERSON(S)CONDUCTING INSPECTIONS THE BIOFILTRATION BASIN SHALL OVERFLOW INTO A PROPOSED RETENTION KAON WITH AN OUTLET ] ALL AREAS DISTURBED DURING CONSTRUCTION MUST BE RESTORED AS DETAILED IN CONTROL STRUCTURE(OCR)WHICH WILL IN TURN CONTROL THE RATE OF RUNOFF AND PROVIDE FOR ALL PAINT CONTAINERS AND CURING COMPOUNDS WILL BE KEPT IN TIGHTLY SEAL CONTAINERS AND PROPERLY THESE REQUIREMENTS THE TYPE OF PERMANENT RESTORATION SHALL BE CLEARLY C.FINS'NGS OF INSPECTIONS INCLUDING RECOMAENDA'ONS FOR CORRECTIVE ACTIONS ADDITIONAL WATER QUALITY STFMWENTU FROM THE RETENTION BASIN WILL THEN OUTLET INTO THE DISPOSED OF AFTER USE EXCESS PAINT CANNOT BE DISCHARGED INTO THE STORM WATER SYSTEM SHOWN ON TH_PLANS INCLUDING BUT NOT LIMITED TO SOD SEED IMPERVIOUS COVER EXISTING WETLAND WHERE IT WILL EVENTUALLY OUTLET FROM THE PROJECT SITE THROUGH AN AND STRUCTURES A MINIMUM OF 6 INCHES F TOPSOIL MUST BE INSTALLED PRIOR TO CORRECTIVE ACTIONS TAKEN PRONGING DATES.TIMES.AND PARTY COMPLETING MAINTENANCE EXISTING CULVERT THAT RUNS UNDERNEATH WEST PATH STREET TO THE NORTH NO DISTURBANCE IS O.CORNSPILL CONTAINMENT MATERIALS(SAW DUST KITTY LITTER ca ADSORBENT PRODUCTS.GLOVES.TRASH LINERS) PERMANENT RESTORATION.AREAS IN WHICH THE TOP SOIL HAS BEEN PLACED AND FINISH CACTIVITIES) PROPOSED IN THE EX:STING WETLAND AREA. SHALL BE KEPT CS SITE INCASE OF A SPILL ALL SPILLS SHALL BE CLEAVED UP IMMEDIATELY UPON DISCOVERY GRADED OR AREAS THAT HAVE BEEN DISTURBED AND OTHER GRADING OP SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY MUST BE TEMPORARILY OR THE IMPLEMENTATION AND MAINTENANCE OF THE SWPPP WILL PROVIDE THE CONTRACTOR AND OWNER PERMANENTLY RESTORED AS RET FORTH IN THE FOLLOWING REQUIREMENTS E DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCH(0.5 INCHES)IN 24 HOURS. WITH THE FRAMEWORK TO REDUCE SOL EROSION AND MINIMIZE POLLUTANTS IN THE STORM WATER CONCRETE TRUCKS WILL BE ALLOWED TO WASH OUT ONLY IN DESIGNATED AREAS OR ARE NOT ALLOWED TO WASH AND DURING CONSTRUCTION OF THE SENIOR LIVING SITE. OUT ON-SITE. A. AREAS WITH SLOPES THAT ARE LESS THAN 3:1 MUST BE SEEDED AND MULCHED WITHIN I4 F DOCUMENTATION OF CHANGES MADE TO THE SWPPP AS REQUIRED IN PART III.A.d. THE SWPPP WILL DEFINE THE CHARACTEP'STICS OF THE SITE AND THE TYPE OF CONSTRUCTION TO •ALL WORK AREAS SHOULD BE KEPT GRADED RELATIVELY SMOOTH TO PREVENT CONCENTRATED FLOWS AND THE DAYS OF THE AREA NOT BEING ACTIVELY WORKED FORMATION OF RUTS AND GULLEYS AND THE COLLECTION OF STORM WATER OCCUR.INCLUDE A SITE PAN SHOWING THE CONSTRUCTION DESCRIBE THE PRACTICES THAT WILL BE B AREAS 11TH SLOPES THAT ARE GREATER THAN 3,1 MUST BE SEEPED AND EROSION 3 WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION BUT WORK USED TO CONTROL EROSION AND THE RELEASE OF POLLUTANTS IN THE STORM WATER INDICATE A •A STABILIZED ROCK CONSTRUCTION ENTRANCE SHALL BE MAINTAINED CONTROL BLANKET PLACED WITHIN 14 SAYS OF THE AREA NOT BEING ACTIVELY WORKED REMAINS ON OTHER PARTS OF THE SITE INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO SCHEDULE TO HELP ENSURE THAT THE PRACTICES INDICATED ARE IMPLEMENTED AND TO HELP ONCE PER MONTH WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS THE EVALUATE THE EFFECTIVENESS OF THE PRACTICES IN REDUCING EROSION AND POLLUTANTS ALL ADJACENT PAVED SURFACES AND STREETS SHALL BE SWEPT DAILY TO REMOVE ALL OUST AND SEDIMENTS C. ALL SEEDED AREAS MUS'BE EITHER MULCHED AND DISC ANCHORED HYDRO MULCHED REWIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS SOON AS RUNOFF OCCURS AT THE DISCHARGED FROM THE SITE.AND TO DESCRIBE THE FINAL STABILIZATION MEASURES REQUIRED TO OPEN AIR BROOMS WILL BE ALLOWED ONLY IF THE DAUB AND SEDIMENTS ARE WET OR COVERED BY EROSION CONTROL BLANKET TO REDUCE EROSION AND PROTECT HE SITE OR PRIOR TO RESUMING CONSTRUCTION WHICHEVER COMES FIRST HELP MINIMIZE EROSION AND OTHER STORM WATER IMPACTS AFTER CONSTRUCTION SEED EMPORARY OP PERMAHEN MULCH MUS BE DISC MOTORED AND APPLIED AT A 4 ALL EROSION AND SEDIMENT RIP'S SHALL BE INSPECTED TO ENSURE INTEGRITY AND EFFECTIVENESS •TRUCKS HAULING SOILS TO AND FROM THE SITE SHALL COVERTHEIR LOADS. UNIFORM RATE CF 2 TONS PER ACRE AND HAVE GO Y COVERAGE ALL NONFUNCTIONAL BLIPS'SHALL BE REPAIRED REPLACED OR SUPPLEMENTED WITH A FUNCTIONAL STORM WATER POI)I(TION PREVENTION PI AN)MPI FMENTATI(1(y D IF THE DISTURBED AREA WILL BE RE DISTURBED WITHIN A Six MONTH PERIOD BMP THE PERMITTEE SHALL INVESTIGATE AND COMP'V WITH THE FOLLOWING INSPECTION AND PLAN CCORO.NATION TEMPORARY VEGETA'VE COVER SHALL BE REQUIRED CONSISTING OF AN APPROVED SEED MAINTENANCE REQUIREMENTS MIXTURE AND APPLICATION RATE. 5 ALL SILT FENCES SHALL BE FEPAPED. REPLACED. OR SUPPLEMENTED WHEN THEY BECOME THE SITE REPRESENTATIVE FOR THE OWNER WITH THE ASSISTANCE OF THE FIELD SUPERVISOR FOR THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING AND MONITORING THE STORM E IF THE DISTURBED AREA WILL NOT BE RE DISTURBED WITHIN A SIX MONTH PERIOD NONFUNCTIONAL OR THE SEDIMENT REACHES}OF THE HEIGHT OF THE FENCE THESE REPAIRS SHALL WATER POLLUTION PREVENTION PLAN DURING CONSTRUCTION THIS WILL INCLUDE OVERSEEING THE PERMANENT VEGETATIVE CCIER SHALL SE REOU'RED CONSISTING CF AN APPROVED SEED BE MADE WITH 24 HOURS OF DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS MAINTENANCE OF THE BMPS THAT ARE IMPLEMENTED PROVIDE INSPECTIONS AND MONITORING OF THE MIXTURE AND APPLICATION RATE BAPS IDENTIFY AND CORRECT ANY DEFICIENCIES IN THE SWPPP AND MONITOR THAT ANY CHANGES TO 6 SURFACE WATERS INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS MUST BE INSPECTED THE CONSTRUCTION PLANS ARE ADDRESSED BY THE STORM WATER POLLUTION PREVENTION PLAN F ALL AREAS THAT V/ILL NOT HAVE MAINTENANCE DONE SUCH AS MOWING AS PART OF THE FOR EVIDENCE OF SEDIMEN BEING DEPOSITED BY EROSION THE PERMITTEE SHALL REMOVE ALL FINAL DESIGN SHALL BE PERMANENTLY RESTORED USING AN APPROVED SEED MIXTURE DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS INCLUDING DRAINAGE WAYS CATCH BASINS PROJF('T INFORMATION AND APPLICATION RATE AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOILS THE REMOVAL AND STABILIZATION SHALL TAKE PLACE WITHIN]DAYS OF DISCOVERY SITE LOCATION G. RESTORATION OF DISTURBED WETLAND AREAS SHALL BE ACCOMPLISHED USING AN UNLESS PRECLUDED BY LEGAL.REGULATORY CR PHYSICAL ACCESS CONSTRAINTS THE PERMITTED APPROVED SEED MIXTURE AND APPLICATION RATE. THA'_L LSE ALL REASONABLE EFFORTS TO OBTAIN ACCESS IF PRECLUDED. REMOVAL AND THE PROJECT SITE IS APPROXIMATELYT.RY ACRES ZONEDA 2(AGRICULTURAL ESTATE DISTRICT AT R'M'L ZATION SHALL TAKE PLACE WITHIN T CALENDAR DAYS OF OBTAINING ACCESS THE PERMITTEE IS ]]50 GALPIN BOULEVARD CHANHASSEN.MINNESOTA IN CARVER COUNTY 8 ALL EROSION CONTROL MEASURES MUST BE MAINTAINED FOR THE DURATION OF THE RESPONSIBLE FOR CONTACTING ALL LOCAL.REGIONA_ STATE AND FEDERAL AUTHORITIES AND PROJECT UN IL PM_STABILIZATION HAS BEEN ACHIEVED N ACCORDANCE WITH C'TY RECEIVING ANY APPLICABLE PERMITS PRIOR TO CONDUCTING ANY WORK. REQUIREMENTS IF CONSTRUCTION OPERATIONS OR NATURAL EVENTS DAMAGE OR STORM WATER MANAGEMENT CONTROLS INTERFERE WITH AN,EROSION CONTROL MEASURES THEY SHALL BE RESTORED TO SERVE ]CONSTRUCTION SI E VEHICLE EXIT OCATIONS SHALL BE INSPECTED FOR EVIDENCE F OFF SITE THEIR INTENDED FUNCTION SEDIMENT TRACKING ONTO PAVED SUREACEB TRACKED SEDIMENT SHALL BE REMOVED FROM ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES OFF SITE PA`/ED SURFACES WTH'U 24 HOURS OF DISCOVERY OR IF APPLICABLE.WITHIN A SHORTER 9 ADDITIONAL EROSION CONTROL MEASURES SHALL BE ADDED AS NECESSARY TO TIME A LIST F STABILIZATION MEASURES HAS BEEN TABULATED BELOW AND THE LOCATIONS OF THESE EFFECT!/ELY PROTECT THE NATURAL RESOURCES CF THE CITY THE TEMFORANv AND PERMANENT EROSION CONTROL PLANS SHALL BE REVISED M NEEDED BASED ON B THE PERM'TTEE(SI ARE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND NUMBERS ARE SHOWN ON THE OL ATTACHEDIEROSION CONTROL PLANETHIS PROJECT WILL USE A CURRENT SITE CONDITIONS ANO TO COMPLY WITH AL APP'ICARLE REQUIREMENTS PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL M ALL EROSION PREVENTION AND NUMBERFBLIP'S TO HELP CONTROL EROSION AND SEDIMENT THOSE MEASURES INCLUDE' SEDIMENT CONTROL BAPS,FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE 1 STONE CONSTRUCTION ENTRANCE C SEDIMENT CONTRO'PRACTICES PERMITTEE(S)ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL ACCORDING TO 2 SILT FENCE PART II.8.5 OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS 3 SILT DIVE t SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT UNDERGONE FINAL STABILIZATION AND A NOT HAS DENY SUBMITTED TO TAR MPCA 3 CATCH BASIN INLET PROTECTION PERIMETERS BEFORE ANY UPGRADIENT LAND DIS URBING ACTIVITIES BEGIN THESE 4 CONCRETE WASHOUT PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED IN 9.IF SEDIMENT ESPAPES THE CONSTRUCTION SITE OFF SITE ACCUMULATIONS OF SEGMENT MUST BE E. ACCORDANCE WITH FINAL STABILIZATION REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF SITE IMPACTS(E.G DETAILS FOR THESE CAN BE FOUND ON THE DETAILS SHEETS FUGI'VE SEDIMENT'N STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR 2.IF THE DOWN GRADIENT TREATMENT SYSTEM IS OVERLOADED,ADDITIONAL UPGRADIENT POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS) THE FOLLOW TABLE PROVIDES A SCHEDULE FOR STABILIZING DSTURBED AREAS DURING SEDIMENT CON ROl pRVUT:CES MUST BE INSTALLED TO ELIMINATE THE OVERLOADING FN AND THE SWPPP RUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICESCONSTRUCTION Ki 10 ALL'ROCTION AC MEAS MUSTEA HI INSPECTED TO ENSURE THAT THESE SEDIMENT FROM ONGOING CROM CPAC.WINES IS CTI THE INFILTRATION AREA AND AREAS ARE PARESS T I AND AREA WORKING DAYS TO STARII OF 3 WITH THERE SHALL OF 3,UNBROKEN SOKEN SLOPE LENGTH F GREATER THAN 75 FEET FOR SLOPES FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. 3 TOI AND STEEPER SLOPES ]DAYS ii WITH A GRADE 3:1 OR STEEPER SLOPES FLATTER THAN 3 TO I 14 SAYS S 4 ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING ALL DITCHES WITHIN 200 OF OUTLET 1 DAY ALL WITLESS I DAY CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET O ALL INLETS I DAV HAVE BEEN STABILIZED THESE DEVICES MUST BE MAINTAINED UNTIL FINAL STABILIZATION `S IS ACHIEVED INLET PROTECTIONMAY BE REMOVED IF A SPECIFIC SAFETY CONCERN TEMPORARY SEDIMENT BASINS AND TRAPS I DAY SOIL STOCKPILES T DAYS i (STREET FLOODING/FREEZING'US'HAHAS BEEN IDENTIFIED NO DATE DESCRIPTION SEE THE LANDSCAPE PLAN FOR FINAL PLANT AND TURF COVERAGE OF THE SITE. 5.TEMPORARY SOIL STOCKPILES AIUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT REV-0 3120/2015 IN CITU SI;2H.UTAL Y CONTROLS ON THE DOWN GRADIENT SIDE OF HE STOCKPI E AND SIAL NOT BE PLACED CONSTRUCTION TYPE ai AT LEAST TWENTY FIVE(251 FEET FROM ANY ROAD WETLAND PRO EC ED WATER _ DRAINAGE CHANNEL OR STORM WATER INLETS STOCKPILE LEFT FOR MORE THAN SITE GRADING AND UTILITY CONSTRUCTION IS ANTICIPATED TO BEGIN IN THE FALL OF 2015 WITH r:-' FOURTEEN(14)DAYS MUST BE STABILIZED WITH MULCH VEGETATION TARPS OR OTHER. COMPLETION OF THE SITE IN SUMMER 2016 APPROVED MEANS EXISTING DRAINAGE/SOIL CONDITIONS. — p 6.VEH'CLE TRACKING OE SEDIMENT EROM THE PROJECT SHALL BE MINIMIZED BY APPROVED BLIP'S THESE SHALL BE INSTALLED AND MAINTAINED AT THE CRY APPROVED ENTRANCES SEE DRAINAGE REPORT BY CEI ENGINEERING ASSOCIATES INC AND GEOTECHNICAL REPORT BY IND)`/)DUAL LOTS SHALL EACH BE REWIRED TO INSTALL AND MAINTAIN EN RANGES SWEETGUM ENVIRONMENTAL LLC DATED OCTOBER 16 2014 O THROUGHOUT THE CONSTRUCTION BUILDING UNTIL A PAVED DRIVEWAY IS INSTALLED z v� SITE WIDE CONTROL MEASURES TO PREVENT EROSION SEDIMENTS FROM LEAVING THE SITE THE T.SEDIAIENT THAT RAG WASHED OH TRACKED FROM THE SITE BY MOTOR VEHICLES 0R FOLLOWING DAPS WILL BE USED EQUIPMENT SHALL BE CLEANED FROM THE PAVED SURFACES THROUGHOUT THE DURATION S OF CONSTRUCTION •SILT FENCE TO BE MACHINE OR HAND INSTALLED ALONG THE PERIMETER OF AREAS TO BE GRADED BEFORE GRADING BEGINS ADDITIONAL SILT FENCE SHOULD BE KEPT ON SITE FOR 28080 3/20/15 ALC SW CUB CMB B.SILT FENCE OF OTHER APPROVED SEDIMENT CONTROL DEVICES MUST BE NSTALLED N ALL REPAIRS REPLACEMENT OR PROTECTION OF ADDITIONAL AREAS SILT FENCE SHALL BE INSPECTED CEI PROJECT NO. INITIAL DATE DPOR PM DES CAR AREAS AS SHOWN ON THE SY/FHP ONCE A WEEK AND WITHIN 24 HOURS OF ANY} RAIN EVENT SEDIMENT REMOVAL REQUIRED WHENDRW ,31 SEDIMENTS REACH 1/3 THE HEIGHT F THE SILT FENCE. SILT FENCE CAN BE REMOVED WHEN 9.SIL FENCE OR OTHER APPROVED SEDIMENT CONTROL DEVICES SHALL BE REQUIRED VEGETATION FOR FINAL STABLIZATION HAS BEEN ADEQUATELY ESTABLISHED(]0%1 ALONG THE ENTIRE CURB LINE.EXCEPT FOR APPROVED OPENINGS WHERE CONSTRUCTION Engineering Associates, Inc 2 ENTRANCE WILL BE INSTALLED OR DRAINAGE FLOWS AWAY FROM THE CURB THIS DEVICE ALL EXPOSED AREAS WITHIN 20D FEET OF A SURFACE WATER MUST BE STABILIZES NO LATER THAN MUST BE MAINTAINED UNTIL'EARL STABILIZATION'S ACHIEVED 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR E'N{]NEERS • PLANNERS • SURVEYORS i P.OUST CON ROL MEASURES SUCH AS APPLICATION OE WATER MUST BE PERFORMED PERMANENTLY CEASED LANDSCAPE ARCHITECTS ENVIRONMENTAL SCIENTISTS ¢ PERIODICALLY DUE TO WEATHER CONSTRUCTION ACTIVITY ANO/OP AS DIRECTED BY THE CITY PRELIMINARY 2025 Centre Pante BNtl We 210 (651)452-8960 FLOWS FROM DIVERSION CHANNELS OR PIPES(TEMPORARY OR PERMANENT;MUST BE '.Ic,7CPta Heghfs.MN 55120 (651)452 110.9 P' ROUTED TO SEDIMENTATION BASINS OR APPROPRIATE ENERGY DISSIPATERS TO PREVENT NOT FOR O THE TRANSPORT OF SEDIMENT TO OUTFLOW OR LATERAL CONVEYORS ABS TO PREVENT CHILDREN'S LEARNING ADVENTURE EROSION ABS SEDIMENT BUILDUP WHEN RUNOFF FLOWS INTO THE CONVEYORS CONSTRUCTION 7750 GALIN BOULEVARD CHAAHASSEN MINNESOTA ri REV DATE SHEET Na EROSION CONTROL NOTES 3/26010 C6DF 9 REV-0 l 0 NIS 0 0100000 ASSGCAIf AC ., . Eirtil: if I / \ •,,,,,,,= s_n_ aii...,;:<.;?... BACKPILL COURACTE0 ,,,.....111111111II-./1` TO SIFIX STD P.CTCIR .II=1 Q.4, II GROOVE 3 CONCRETE BASE 007TC1,OE GROOVE TO 1.1A,C PPE INVERTS (PRONDE AS LARGE A GUMS AS POSSE., nib, 41t. ,, fr STOP THNE.ED PVC CLEANOVI PLUG HEAVY DUTY COVER I: PERFORATED GORR,.TED POET,I MERE RPE P. ,LEUERSNC.O.CAST OPLY Far.,-.": „A AA:WO-252.SEE GRADING PUN F.PIPE FLOW... ,C.41t1.,13,E=PAg.A&AV - \ / 0 * SEE.LENGTH AND SLOPE ,,#51 /- El STATE AND LOCAL AO.USIABLE NEAD 1/LIN. nal III Ill III •UK MOO PSI PC_ ooyoRETE 00,43 4 p) 6:-Nt 1 l'ISTY''PCUN1'' , SUirg.la 11:171%0'374TED 1111 X;IV <,":"„:/".:;%. NOTE,SEE.‘ICAE4E DETAL eg,1.7 RIGHT TURN ONLY R1-1 , CAST...C•1 MO..RIC 4 COINA. SIGNE1 "STOP SIGN FRENCH DRAIN SIM OF PSER RPE PER LOCAL CODES IfirM.1,...,t'; I NO.3 SA/sr OSE ORLY NON-VEWED COVER N.ES Ell NC S. DB ,I 1 I I I AO BEAD -,1 ....0.•..1.4,..:•1./ i ...A................. ...WiLD STONE PEA LOCAL CCOES ,;.‘, OIECAST CCNCRETE CO.SECTION _1 -•-•‘,/ I , ',g ,• •• • 7,::i,,,,... / • .O., ,F L1NOCTLIPSED EASTIONA,L .I:1 I/I • Et: 1:t ::: e I 1 0 . .1.... ....II°• DIRECTION OF ROW -"Maileit9IPVIIRTIIMMIlilimar- j ji L ,.N..NA..\,',• ,„ , t WIMIWilaiNWL ....NT WITH MASTIC WATERPROOFING _ Mr ..ill Ilf 1'1 . i 1 I 11) til 111 ".-.,,, :il it1 I SECTION`I, =. ., ',' _. „ EMI PRECAST CONCRETE SECTIONS . 104111 N 11 111011 1 I Ia% - --.1 -iliwi- -- -- . - - - z,... .....• -....... 1_, .y.' •.. pL.VreE PF SEFMCE UTERAL ________ lin, .•• TRENCH IV. LSNE D.S ROT CONTINIX CC...PETE NOE T P. --=. ,.. .'l r3g F'P n Di r n r. H „, :„ „, ,„ „, „, 46, , Al A A A _11_I, SEE PLAN FCR OPE SIEE.TYPE.Ad..0 ELEVAS104 ' MIL. -rta,47GASN'ECET117FA kwIrACTLIPENS SPECS 1 I i III III III III " P •,- 1' r 7 ----"IlrWrdarait •PE SI.(SEE EL LITV NEON CROSS TEE 90 BEND - OIL BENDS.3441.0, / ' \ \ aahlkilletriSe ../OINT TO OE 1.-6 VAN_ .OLI AIMENCLE TYPICAL PLAN VIEW \ \ LEVEL BASE FRAME 1 \ r 4 CAST INSTALL W/GRID RUNNING Pi RACE BASE 8 INVEST POLPEO 7/8 x 1 1/4 x Ur 1 I s, /-010-2/I EXPANSION\ \--LATEX SCREED BY a 1.1..OLIT,ECALLT BASE NOV SEEM.P NE ,.N.'!..,,,,N...,..< mosruqeso_AWN wan --- PARALLEL WITH THE BUILDING STAINLESS STEEL/ : , ANCHOR PER MFG. ',. CONTRACTOR ard....taSACS CO. . COOSCCO l. Iv TO MST-100NT s ---- ANGLE FRAME BY, ; el,c-,,,,G WEN Srr V,D, a 2 IS,s EN. WALK OFF MAT DETAIL FOR ,______• , .`--CONTRACTOR ,,, •B ‘,,‘ ,•:,%,././4/,./4,...i.././i' MAIN ENTRY DOORS SEE ‘,-IS GA.OS.PAN BY MFG. INSTALLED DRAIN SEE MASONRY LAG : WI ,A='40,nrZ?••ar;Z' ''O'N'Le:!<1N0G ARCHITECTURAL PLUMBING ,,,,,,,,,,,, PLUMBING DRAWINGS SANITARY SEWERPRE-CAST Ile I 1 I 111.111 FOR ADDITIONAL INFORMATION 24 0.C.PER MFG.-, SECTION X•X CLEAN-OUT SANITARY SEWER MANHOLE BENDS RECESSED WALK OFF MAT g 121 0 PIPE TEE 4 TRENCH WALL _ N CROSS WITH PLUG TEE WITH PLUG , OBE FIVOR.N :7,'C''''''' I.ALL HYDRANTS TO OE SET RCVS 1.4,021ZLE PAC., ST..LOX FSS OTHER.;SPFOEFR BY FIRENFPASOWNT E @i PROVE.21 DLA.X S. 2.CON.ETE TO BE 2500 PSI P.C.CONCREcTE DC (4311:„ AMU.AIL VALVE S.FIRE HYDRANT A.EVIBLY INCLUDES GATE VAL..°APPURTENANCES BOXES itl Y,A r,,,,,,,, .•,,,,,N.v... .......,.V.,,,\N N.....,,,, N, N O I- LEP,ILO. NOTES 321.DW.BAOPMCC•I1.(DAATL°LLLLR.TEIMTCEMS.R ABSCE.SLC.WO.FRffCEY eRXVTnEELSNATESNOL1GE0SC.EI,SN MSOPIfAN LML.BANENCESHRU.CCTHE THAT LA.TES SEAM.IS PCSSEILE. 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F cEL RENE NTS DETAIL FOR THRIST ROCK NN 1=1 FIRE HYDRANT ASSEMBLY REOUNENENTS IN I,.-. 58MVALK SNEWALE I 2 WEAR COURSE I 10 CLASS 5 AGGREGATE BASE MYLI ZT,7;';'Z=r,L. ,„,„,s, B 1721=1 0 ..-.-- . 0 I 0"CLASS 5 10 CLASS 5 zwi OTHERNISE SPEC FEDI 1=11=12111.112211111.144..-'' I .a.;;=, 1 ---- 21::"- as=amm NOTES 11111111kVI 5,0. c s ... 1.5 WEAR COUASE . AGGREGATE BASE AGGREGATE BASE WA I 1 ' I 1 NIL SLIOACL 0,11.,..1 • . . 2 BASE COUPS. 225 BASE 6 4000 PSI SEA.HAVE A TRANS/EP. COURSE CONCRETE M mow CONCRETE WHEELS!. LENGT PE LOCAL CODES 00501 010110 BRODVED SUPEACE TEEN. RODS-.TION TEE A 00 11 I A SECTION A-A S.DENA, SURROUNDING SIDE., ' 1160Elk tb h& 12 1. N.. •• ". AI SASS CO. . ' NASH :=•;.7 r ,/-'''.01E3 ...N..'\ 1,4,1P I-EX •ON JciNr NATER .10.0ENT TO BO.NO 3.1 A 2. THE BOTTOM CC T.../P ALmr,=,:: ,,, re.r4-Nwzit47 ,---a-fstr---ww,7414.5ProiW;INT, :SICVSIPAVVAAV:7011.5•TAPZFASS.0 .Uft.Z..Z.ft:..Z..Z.Z.Z.04;.4 P.......'...qPNIP'IVIV.......' .41,1111,...41,111.,41.,d1.,d1.,d1,110.,11.,d1 ...'"410.tilif Kilf.414:140.4404;1104 ' Par''""" e•issitip amirpv.• F.-, .- ...,Aer... ,1*Nig-Agir,4012,,, atti11,4",..ener-e---,..1.4-.4_,e,41Y-4.te,.. \_ ,,,,„•:'‘,,,..is,st' .-c 111 ...) 111 .1 B 0s wai.........., -UNCS T APSE:0 S./SARA:2E \--UNE ST I.I,ED.N.LeGRA,N .11s DIST I/REED SUBGRADE J-id RODS THROUGH 3 0 1MIEE.TOP.6 PAVEI.fl. \I ...' 'el "V'l:Aln I I \ NAND RACED SP BAP P.. I I STANDARD DUTY HEAVY DUTY HEAVY DUTY VIN.IS'LO. SET ROSH V.-I THE FIN.G.DE "'"' SEE SP...Al-IONS. ASPHALT PAVING mi ASPHALT PAVING rm CONCRETE PAVING N.S. 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FILLER 01111.010,051 0.0 Y,EXTEI0.1E1NI FLIER FULL DEPTH Cr SOEVOLN „ 9 CEP 10 OAT NC TATE DESCRIPTION M121 X 9 l'E.105 .. t. • • I . 0 , ".. c NOTES. 1 THE SORFECE Of PUMP SHALL NAVE A i ' On REV 0 3/20/2015 INITIAL CITY SUBMITTAL E PEVA,,r40 ve, WORDING AS NEWS. BY STATE.LOCA.TAW WES TRA..R.BROOLIED.RFACE TENT11. "4210* 449V05 W714181 WINS I 6 III , bio,. 1 ",, ' ROUSHER THAN THE SLISMONDING SDEVIAL, NOTES, 41 j . I 3601.1 SEC RE VORCEMENI INI, COKNETE a.AGGREGATE I,. ,,. V POST I2-.5 it: ! • '.. 's, • 2.I E BOTTOM OF THE RAMP SHALL HAVE VALE BE No.9 BARS 2.11 0 0 COUR.COMPA,TED.0 , li A WO-JAIN•OP A 1/a•LIP SECTION A-A r,;"41,°•rr:TEISO T"--,,,, • SECTION B-Q. 1 Ira li"71.r./,VI Ine WC ' 1 i A ALAXNE3kI OF LIP TO 6 99 1N AT CLIPS TO COIFORAI VRTIILOIICITUITNAL MEW.< SLOPE D.I.A.HT TO TOP OE THE RAVP a coprarcci PER 40.A.STANCAADS 2.InTALL Or EXPANSIONJOINT W.-IER X AT AREAS WERE PNOPCSED...VALK MUTTS EJUSTING SIEOVALY CDR.. AND UR S. CONCRETE SIDEWALK , N.T.S. lall ' F; 6.PiPF.1 ASO PA1NTF, !1, ,, > 9 TRAFFIC YELLOW.ELED 15 ENGINT MAT,70 MEET/STU 0934 OR 01,511 3 N.CONCAVE. 1. ' 11,-CHANNEE POST PLAN A • SLOPE TOP 1111 ,..1 ; NOTE,GUTTER SLOPE 70 NOTCH 23 - !..... .,,,,,E .IJET.TE,PIAS:Pro,.TO 7u..,110: OF CONCRETE VIXEN.,SIG IS A Ys 1.4 PA[P 10{0$, I ....1411 ME , 9 OSU TOP CC RAMP ' TRAVERSE.0 LONGITUCKKAL. AENACENT PAVELIENT 26600 3/20/15 ALC CAM CMA 3 GROD./PAVING I I. oSE RIPE W 16' BOLUPD FILLEO IAN , ANO 8 2 ,i' „ .6. CEI PROJECT NO. INITIAL DATE DPOR PM DES DOW `3 W'CONCRETE PANTF0 £06 00000 F.SH ON SI.CMG PORI. 1 tr TRAEFC YEN OW e OF PLUIP WHEN LOCATED IN TNE UN CENTER OF CUPS R../ ROD. i MK -.. • Engineering Associates, Inc lil 34-01,t CY OF CONCFEIE /II LANCI. .N.Z... ' ,,.. a LviDENGDYEETscApeS Ancum.crsPLANNENERL 0.ENTALSU.5.RVVIVRSnsis 0_ S.PAONO DETAILS FOR I$ , 1 7ETCPETE 11 . SECTION A-A rrz.... P.,DIN.C.TE SEE PAV1.DOT..FS,. PAVELIVIT SECTORS.SL1BB.E. PRELIMINARY 2025 Centre Pointe Blvd Suite 210 (8511452-8960 I 1 ,,...::::::-....560510100 1000000- 110 Sg.=E i.t.COIJP.111011 Atendota If eiOtts.MN 55120 (5511452-1149 10 S.A.,./NO.4IPACTION I I NOT FOR CHILDREN'S LEARNING ADVENTURE ACCESSIBLE/VAN ACCESSIBLE WHEELCHAIR RAMP IN SIDEWALK CONSTRUCTION 7750 GALPIN BOULEVARD PARKING SIGN (TYPICAL AT EACH DRIVEWAY CURB RETURN) TYPE"B"CONCRETE TYPE A CONCRETE CHAAHASSEV 1.410ESOTA 0 sIGN BASE Ell CURB AND GUTTER El INTEGRAL CURB AND GUTTER I REV DATE SKET Na II 1 S LS LI 01100 11 DETAILS/ 3/20/15 c7c,9 q N T.S REV-0 _ 0 2013 c.1 ETI00 ANON=SW . . IV V.Ii 0 D. 1.7 MIN 12,N• OD 1'1, . , R.woo.Fox...Ca E wool utoo0 `,..a "E=CL-aan V 15.•BAY IIM IF 1.0x. 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La./....01.2.4 X at=cra I SEDDING.ALL BE CLASS 1-A 71.1(EO EI 6. MA MP.NO UNOFR PAVFO ARRAS CAN Lula NANO.1FOROVNOWATER IS ANTIC,PATEO BE UAW P.,A<IMPACTED TO.,ST.10:. .6. 5111 TNEN BECONG SHALL BE CU.-8 PROCTOR. ..E5,9RE ALL OLSTURBED 8,,,,, -1CP O.OP,TE 5S0.. COWACTED TO.9.83-NIDA.FROM.(SEE I RR...SH.N1 BF CIA.A.1..F0 R 8.FINAL BAG'S.,MDT.0ER PAVED AREAS CAN I.E..SLOPE 1117/1 SILT 565.26 SFED.FICATIONS OR GRADATiClil 7.NATE../11E CLASSPF1ED IN Nvan.V GROL1NOWATER.•ANI,A.117,1. BE MSS 1V-A CONPACTE0 TO 56%W.A. ,EN.C.E.PLLYERIED TOF501L- . ta,STRIA.FIBER BL.ET 100 YEAR/ 14 14. ,I• =0...II ACCOPOINGE WITH ASTAI 0 232I 89. THEN BEM.SHALL OE 0.A.1-13 ammo AS SI.,.0.ANS OR AS GRATE TOP CR WE R 559.10 oRtF,,, ..... 2.,AUNCHNO SHALL BE WORSE,/ARO,.THE P.PE COMPACTED TO 66‘B-1...-..1.“EE ... MUTED BY THE ENG NEER. 21. e. IIII I go.. BY HANO TO ELIMINATE MOBS i,,O.SHALL BE CIA. 8_,AJ BATF.......Bp,,,T,,po,,,, SPECSICATIONS FOR 0.3,10,5 7 ALL 1.1ATERIALS ARE CA.A.IFIED tN ACCORDANCE ,, tweeetme&N-K--• •••••••.-•••• I-A OR CLASS 1-8.CLASS 11 COVPACTE0 TO 11.0.1AUM B•LCO.L1F7S IN...DAN. .7111ASILIO 2321..1.1 EU11104. 1•,,..4.,,i.;/let 14-yt:10"...SW• -.....A1111111111101 . ,,,,,5,,II 1: ORIFiCE 556.00 2 1441..N..SNAIL BE..•ED...1. ..PE I ' II V4.1.04.7.it.004V44 ..PROCT. VON ASTIA 0 MB_CCASS NI ANG N- utArcau.s sw.u.BE OCIIPACTED NEAR BY!MVO TO ELIAINATE V..AIg0 514.1...1,,,,A. a.ALL MATE...ALL BE INST.E0 LS . 3..14 B.A.FILL SHALL BE C..1-A OP..UOISTORE CONTENT I-A.CLASS 1-13 OR CIA...C0101.4,--1TED FO 1.1.1.1,1.1 61.LOOSE LIFTS LN ACCORDANCE 952. ..,, -)'-MEN MIll .1. WCP,E0 BY RANO..MASS L.OR CUSS I: COLIPACTED TO 85,STANOTRO PROCTOR 9.FILL SALVAGED FROM MCAMAT1ON SRA,BE FRFF OF OFR..ORGANCS A.R.. B5%PROCTOR. 3.Mr.BACKFILL SHALL 9C C.•P NIT/1 ASTM 0 696.01/.SS 111 AND P/-A MATFRALS SHALL BE COMPACTED NEAR .111/1/111.1011,111RE CONTENT NWL•.6. aggiiii•imp.7... .,••••... '''''' L 11111 .1.1111TIAL 81001,1.NOT UNDER PAYEE/ARENS LARGER THAN 31 WOWED BY HAND.OR C....1-13 OR CLASS 11 OUTLET PIPE =AAA CAN SE Cu.111 COMPACTED TO 50% COMPACTED TO 8.STANDAR°PROCTOR. 9 FILL SALVAGED FR.EXC./A-IONS!EA.. 1.1. STA,CARH PoCTOR. II..TRENCH EXCAVA110115 SR.OE SLOPEO. FREE OF OEBI,S.ORGANICS AND ROOKS 91 COI/PAC-MB AS NOTED IN NOTES 3,AND 4 PEGULATi.S AND OCAL ORDNANCES.1.E STANCARD PROCTOR 10.ALL-FRENCH EXCNIATPONS SW,BE SLOPED, ','''. XVZOI samincAarons, SHORED.SatEETED.BRACED.OR OTHER... 6 FINAL BACITILL SHALL BE CI.ASSI.II.OR SUPY.1e0 IN COLIPLIAA.WI il I OSHA 1 C.PACTED,.OTE0 IN NOT.3 AND REGIMTIONS ANO 1..X.AL ORDINANCES MEE SPECTICATIONS1 STORM SEWER OUTLET CONTROL RIP-RAP PAD 0 TRENCH AND BEDDING SANITARY SEWER AND WATER LINE TRENCHING AND BEDDING STRUCTURE El II, 01. I!- .....:,•Emil • - ••.: .• ., iv /4:::e..47.'%'-'4.., ... ----if 4_ !1-1,. _i•• - '.',.., t _.--1 • Z'''''.. e'..:::.........a....-.....: :.• to any.,15, ''' ..., ; 4PM irg6)14 B = C... O•in Iron Back of Cu. r • - t 1 'lir,. .•,::•1••••••••%ea.c...e.. 5'01,WM 3,Porn EIaa 01Cod3 .1. i , ....-1. . .• . B los 7.Os_1.111 9.0.0..B.1.Of Cm" ••• -' • lo• .....:41 ---- ' 15' te ID(J0)-4346 •41 •-•••••.••-••.•••,. . l ,....--1, .. .• TIE OW SHOULD BE ..,.t 8,,,,,,, I I .t.V.•:.•r.•:4'34•,..,, i 1 0.•,*A!0•..0:4 1-1 V41 .0 e: ,.• 8 Pa_1.11-1 16.111.0apc of Curb I • 6[al%.4 0 0• 1.4 'NI ret4tpiw.;;ItsV,A.* A - 417e4N, ..•."...•.:42:4•Ir ij TM ,-,,,,,,,..7,RE y•GRATE arc alvstrner,1 rive as sped. . A `141.....•••:,II' ELISS„......„.../''''..- • • . 441441'. -,''. _•. .....,.. AMMO atil GEOTEATILE UNCER:INER •Iiti ,,,, E.,_„,„„„,,,,,„„,,,, TEMPORARY STONE 1,, , ma"--- iires =MIAMI.. OM SECTOR CONSTRUCTION ENTRANCE c), .n.1, Ill 111.1 Nna,a.....aoaR Road.. PM (111,0,0-91E ROOio. 7:50...5 re WOO LIST 2 FEET 15' (E0E-SEE FIAIO OF RP PIP 1 FMK COP N.T.S (TOP CF PP PP SPOIL EE 2 boads of Parma or oou.al MR 1.11 CMCIFLOW ELEYAMM AM loints In mann.lo...a IMMO ,fro vbbar pa., =OM PORMOrt USE EMI IM.at/MOM Rano ........................E.... MAW PIM=UM DIMMED=NAM EMS RPM 1 FOOT CEOTECIE Precast[onus.wt. ...7 NO /MO BM MOM REMO INS OF GEOREOLE ...MI RIP RIO WWI Fat PLACE RP IPP ON to outs.and in,. 1 FOOT CF CORR ETIP.) PLACE RP IPP ON 6 NOES OF 2 II211 MEMO PARC I FOOT I- Barn°.steps.Nears)R1981.I or Ftc• MT ME MEM =UM COMMIT OR 6 PICKS OF 2 NM RI=MEM MIR CEMEGIE WC Ka MOM CYER CCOTICILE REM CL I RR PR BMW MS CF RP RIP PM WWI 1 ROT OF COVER(TTP.) v.,Y.16 c.c. /6PYLT MeChimo mmiliiiih.......oillidli::.1j:nFi..:!FT.i.:61E,!:(iV•1 1,1/2 GAUGE. 6oPEERE CL I RP WP 1.1AX.V 1.1ESHSPAC 1..C.1 ___ .lioti,sit.tures ate ificr.m.1 , -.. ''' .. I. ..L2:,TIL, . . .,•,H. . -• '1 L.I I -I - .-1 Wibil -i=t.g1117Vg 1 1 Aitt;gt4P At I 1 tit 2111121-Ei =QUER / 601 41,1 FENCE POSTS, INWIIIMICIIIIIMPNIRIM p..,,,,,s..1,8,,nes,,,,6./,,,i deotn In-rease[F....,I lot each 4'ol deo,creater Can 14- ocriai A-A RIP-RAP OVERFLOW PAD cn. 1=.1 .,!11:::1 /11111111fteiTh:•••• - GRO.O. MOM G..1 bd1o,n SILT DIKE (ON EXISTING PAVEMENT) o iFILTER FABRIC CURB INLET 0 illkii ,..... CNER VIVRE FENCE ., 4?, 11111111(111 / " .. / i "41111"1111111111"1601. 1111/11111V • :4,13 Iiil ill". -INN Min 111 11111111111111ifel .• '774/1 '''''''''' F.. I ......0,1........"`" . ii::... :14 1110'1 - E •••ell...,:- =,7-.J.'eg% --.]i i i:i:]i i: ... 20001% EXTEND‘W.FE FENCE NNN.,.....__ DANDY CURB SACK-CI i;'„ MATERAL A Mk. 1.0 DATE DESCRIPTION -.1 0.INTO GRO,A0 ..,.. W.DVEN WE FENCE Mk 14 112 GAUGE , MAX 6.VESH SPACING,WITH R.TER CLOTH COVER STO::61 43 11 REV o 320/2015 INITIAL CITY SUBMITTAL 0 LT.1 MASTS:S-EC-1.El.-OH V TYPE OR 2....2..10.00 MATE 4-1 PI- . FEW.WOVEN WE.14-I/2 0&S.LOX.ME51-1 OPEN. 1,s . 1 EILTER mrac, I,won 4. FENCE TO EACH P• .11.II * t ci int. ' R „..01.11,ACIrFn S pRiLopS 6F....PAc 4NP ...... 0.-""-SS 6RAC MG TREE WRE.8 OR OTr.FR ROORCEOI__.../10-'1'111'4104, , IN .....- FASTFHFRS SFF NOT;11 "COMM ilf.Mft.--,71---_ , ll .„....• 9 3.DUPONT MAR.1 1,N. ••.••••..,....... 11.1111= -. ,LOW Irbil 1 i. 4.APPROVE0 EQUAL OFI ,, ,Z5 ....al 11 3,g$711V iiill0-,11111111 --:----...„...... -:,. BE, TE,ED•E UNEI.TO WOVEN . ,.:-...,....H.'131'.--- -.L.,. ....•............- N44114:1400:400001 E7,rT,--- • - TKIEE T.ES SPACED AT.• ill ..41; ...''54. 28660 3/20/15 ALC SMJ CMS CIA, A. ,r, • - t75-17.4'Orc ill .".-- ---.....,,iiTi '''' 0000 ISE,NOIR IT CEI PROJECT NO. INITIAL DATE DPOR PM DES DRW t9.1 4411,fax - 4/ 11 ll 1, si r---- MIN.11.INTO GROUND .S.'1.V.,Y/ S CUR I, TE.CVERLA,P.NG DUMPING MAPS Engineering Associates, Inc MOCC-CFC1.1(.1 ENDS OF SILT FENCE MATERAL TO ALMA.NT STAI,FS WITH THREE M. 1-..atom.FASTENERS .- Or i 1 WOVEN WIFE FENCE TO BE F tEERPRPNNEIFS gAST . OS ..10TORAAgSCAV ACHECIeNRONMENTAL SCIINTS L') 2.FILTER CLOTH 70 OE FASTENED SECURELY TO WOVEN V.F..AITI-I TICS SPACE°EVERY 24.AT TOP AND 1.10 SECTION_ I.ATTACH THE WOVEN MIRE FEN.TO EACH POST ANC,THE GEOTEXT1LE TO THE WOVEN MK FENCE ISPACED EVER(301 3_MT1.1p,FoSLOZ-1:.110 0 4LiEll CLOTH ADJOIN.04 011.1 REV Si.LL BE OVERAWED MTH THREE...RE RES OR OTHER FAST...ALL SPACED WITHIN OF,•1E FABR1C. .11A EACH TIE PRELIMINARY 2025 CE,Bet,PoOte Blvd Suite 210 (651)452-8950 1 4.1.15.10TE01.E SHALL BE PERFORMED...NOTED IN THE ER.ON CONTROL FL.AN COLLECTED MATERIAL DIAC.O.V.LLY 46 DEGREES THROMGH THE FA...WITH CA.PUNCTURE AT LEAST 1 VTATICAllY APART. 2.V.I.E11 MO SECTIONS Of Ski FENCE MATEMAL ADJOIN EACH OTHER.THEY EX..OVERLAPPED...PRO POSTS Mendota Heiags.MN 55120 (6511052-1149 S.IANNTENANCE SHALL BE PERFORIAED AZ NOTED 114 THE WM,OEP71.1 OF ACOMFULATED SEDIMENTS Mr NOT EXCEED SI V1.1 BE 1-10JOVE.O.11.1111.1LGES1 0,1,LOF IN IIIE SI,/0500 ONE-HALF T E HEIGHT OF THE FABF1C.1.RTERANCE CLEMOOT MOST.CONDUCTED REGULARLY TO PMVENT TEMPORARY DANDY BAG NOT FOR CHILDREN'S LEARNING ADVENTURE Z6 ACalMULAI ED SE0.1.1tH IS FROM HEACHNG 01,-1-611 11.11E1.1 01.IV.SI,1-t.N.NAI.AL Bk.ABU,ONAlk. ALL SILT/20/2 SHALL INCLU.ME SLIPPORT INLET PROTECTION 0 CONSTRUCTION 7750 GALAV BOULEVARD 1I POSTS J. %Mr,STAKF ,, s SILT FENCE .,wax mEsH op.. CHAAHASSEV MINAESOTA TEMPORARY SILT FENCE 0 INLET PROTECTION 0A...IN1 ACCORDANCE VAT,,,1 0 6.46 .TEST EOM. DETAILS IIREV DATE SHEET NO. 3,20/15 C8oF 9 -6, REV-0 0 200 MI ASSOCIAIM 650 4 1 PL CL PL 6, z -._ 30' 30 .-. T5 >- 18' to Face 18 to Face r £ ,iL } Ia z. VARIABLE I ? '" �w 2 _ a . I Wear Course to be 1/2" e J t a J/ x " a_ Above Edge of Gutter S\°Q " ''t 4? ffi e 30% 2.0% �,t�°� Lei s3 : Vi f 499 t`-�� - _- -�� - - ).til!! a MINIMUM 11` 12' _ VARIES ',40* ,�itfii 10 ( 4" TopsoilSeed 1 1 5 1 G I t r "� & Mulch or Sod I O f ( Is y" 1/2" PER FT SLOPE I I I 2"-MNDOT 2360 SPWE8440B - TOWARD ROADWAY I '� I R 8-618 Concrete Curb 2'-MNDOT 2360 SPNWB330B ! I I ' € CURB rigs' mom I _ 2 1/2-MNDOT 2360 SPNW3306 'N i!�! .��I.'. ,° t e: TOPSOIL TYPICAL I 12"-Class 5 Aggregate Base O y® _;e'j� # 3"MNDOT 2360 SPWE83406 24" MNDOT 3149 2B Select e } P+,7a/ z /°,' sI, e ) 6 CLASS 5 BASE Granular Borrow ("See Note 7) n.,,.,,., E _=5 16,;T B o tx. !:'S e Tack Coat - 2357 �,a �>•' ;� a s" ' COMPACTED SUBGRADE Tack Coat - 2357 -- 9 eo v Y s a a. A PER SOIL ENGINEER �\ €" 'aa) 1 . La t e a 8z-` e g_ r \ ea s1 s P C 3a NOTES . 'r-4J8: d t;,; "� NOTES. 1 Minimum Right-of-Way Required - 60 "OI 8o - $ 2 Maximum street grade 7 0%. I E ! 15 e - 1 SHOULDERS TO BE BACKFILLED AND RESTORED WITH 3" OF TOPSOIL AND 3 Minimum street grade 0 75%. _ _ 4y A3•a a RE-VEGETATED WITH SOD OR SEED /MULCH 4 4 0 Topsoil placed in disturbed areas I ] a' 2 THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100%MAINTENANCE 5. 2 Rolls sod behind curb - "E _ > I 1 ,g} s !) 3+i BOND UPON CITY ACCEPTANCE 6 The bituminous wearing surface shall be placed the next construction "H� m g� b ., C xl• 5. season following placement of the bituminous base r2 - > EI Ft'aJ _ 3 THIS DETA,L /SPECIFICATIONS ARE MINIMUMN REQUIREMENTS ADDITIONAL DESIGN 7 A test roll of the prepared subgrade shall be performed by the owner MAY BE REQUIRED DEPENDING ON EXISTING SUB-GRADE SOIL CONDITIONS in the presence of a city inspector The city has the authority to require =Ka 4 BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS NO WASTE additional subgrade correction based on the test roll --- i-` MATERIAL BLACK DIRT OR ORGANIC SOILS ALLOWED TYPICAL .t+=. 1:111 i Cif!OF an OF Pedestraln Curb Ramps Q101/ COMMERCIAL/INDUSTRIAL10 �+ 0STREET SECTION 1,llA!fflAklE Page 2 of 5 E .REVISED 4-14 PLATE NO. REVISED.3-14 PLATE NO. ENGINEERING DEPARTMENT 5201 ENGINEERING DEPARTMENT ( 5215AA FILE NAME GAENG\SPECS\5201 FILE NAME G\ENG\SPECS\5215A 6 Distance to w variable HYDRANTS SHALL BE CLOW MEDALLION OR `;2r 3`r Top B. - :nous Material WATEROUS WB-67-250 4 1/2 r ca �` I ,1 lope ALL HYDRANTS MUST BE APPROVED BY CITY ► 3/4 ft-� EXISTING BITUMIOUS SURFACE ( . ( SI I THE HYDRANT MARKER SHALL BE A SPRING MOUNTED FIBERGLASS R00 5 IN OVERALL LENGTH FOR SIDE 8" I 18 J MnDOT i. INSTALL MAGNETIZED MOUNT APPLICATION USING RED&WHITE REFLECTIVE -I �� SAWCUT ALL BITUMINOUS TRACER BOX(SNAKE TAPE WRAPPING OVER THE FULL LENGTH OF THE I i Concrete Curb a ut:e�' PIT)AS NEEDED PER ROD --_-- A%1�� A EDGES (TVP) DETAILS EXISTING OR FUTURE 5550,5501,5502 L6" Distance to C variable /�/\/��I\�� "4.<:.' CURB OR GUTTER UNE 1/2 r-, l 3' Top Bituminous Material HYDRANT \I4 1/2"r VALVE BOX STREET tt �1 aslope 2" MNDOT 2360 SPWE84408 nE tD� r 3/4" per f ttnDOT B612 I TACK COAT 2357 t�~I, 24 MIN " i - - - ' (Concrete Curb and Gutter `3 M I " * \ ( 2'/t" MNDOT 2360 SPNW6330B ffi ��I 2"� '' I NOTE. —12 hEN CLASS 5, 100% CRUSHED AGGREGATE BASE 2 8 12� For Use Only with Private Dn•e•.vF.:ys 2 Parking Lots. or Media.- HYDRANT SHOE AND --- BARREL SHALL BE II AS REQUIRED 10 g �� PLASTIC WRAPPED II 12 R, PER SECTION 2.03a. TYPICAL IS 1 Top Bituminous Materiel NC DATE IPT CN - .� =52 0 320/2015 IN:OLCir'S 050T01 MEOW . D 2 ^ PATCHING NOTES. kall��`l-. Y 17 1/2' -�10 1/2 Surmountable I SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH o I .- Concrete Curb and .•-te:- CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" BITUMINOUS PATCH 1 CUBIC YARD OF GATE VALVE TEE k28 2 MECHANICAL COMPACTION OF GRAVEL BASE REQUIRED PRIOR TO PAVING t t/2 CLEAR ROCK WITH ADAPTER R AND 2 LAYERS OF --- 3 CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE POLYETHYLENE(4 MIL.) 8 X18 X5 SOLID CONCRETE BLOCK 4" COURSE MATERIAL .... 1 1/8• 4 USE PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH NOTES: 5 ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE 1 ALL HYDRANTS SHALL HAVE NEEP HOLES 28660 3/20/15 AIC SW C. OM 2 MINIMUM 7 5 COVER OVER MAIN ' / ► 6 ROLL PATCH FROM EDGES TO CENTER REMOVE OR ADD MATERIAL 3 ALL PAINTED SURFACES SHALL BE SUBJECT TO TWO YEAR WARRENTY PERIOD CEI PROJECT No. INITIAL DATE DPOR PM DES DRW ItuminousAS NOTED IN SECTION 2.09 OF THE WATERMAIN SPECIFICATIONS lo DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING 4 HYDRANT INSTALLATION SHALL INCLUDE A HYDRANT MARKER Surface SURFACES CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR TO 5.ALL JOINTS SHALL BE RESTRAINED VIA MEGA-LUGS MECHANICAL JOINT RESTRAINT Engineering Associates, Inc minous Curb g g J . 6 S • ormed APPROVAL 6 ALL HYDRANT TO BE PLUMB TO VERTICAL AXIS,MAXIMUM ALLOWABLE TO BE 1/2 PER FOOT OF HYDRANT ENGINEERS PLANNERS SURVEYORS 7 MNDOT 2360-ORDINARY COMPACTION METHOD REQUIRED 7 HYDRANT TO BE SECURELY COVERED WITH PLASTIC WRAP OR BAG TO INDICATE THAT IT LANDSCAPE ARCHITECTS ENVIRONMENTAL SCJENRSTS IS OUT OF SERVLCE PRELIM/NARY 2025 Ce01,5 Pc Wp 6Nd.Su;02,0 (65:1452-6.920 �� TYPICAL CURB TYPICAL 0 u45z:,>9 11101 aTIAND GUTTER CI EOf MAW HYDRANT E NOT FOR CHILDREN'S LEARNING ADVENTURE UWE INSTALLATION CONSTRUCTION nSocACPNBOULEVARD CHANHASSEN AAVNESOTA _ REVISED:3-10 PLATE NO.. REV DATE SHEET NO. s REVISED.3-14 PLATE NO.. ENGINEERING DEPARTMENT 5203 1 ENGINEERING DEPARTMENT DETAILS III 32„",5 c90F9 LET' Ft NNIEG\ENG\SPECS\5203 f 11 1004 FILE NAME.G:\ENG\SPECS\iC^4 REV-0 0 1015 mTh ,£EWIC ASRVAIES DC O ` wEST '8TH /7-7 illi_________ :,*l.�L.. -�T STREET �' tom: N 1 \ 0 30 45 EO' ? 04 i��i j�/J,.�.7�p• '1_, � • y L."... SCALE In FEET • ♦fly/ ♦ \ ,.N :0".__�, 1 RS") TREE CANOPY CALCULATIONS ,•' •`♦ ��•'J/A'"K PERCEN-CF EXISTING REQUIRED M.',NIMUS • _ \I`� 1t, TOTAL SITE SF E%I�'NG CAN'CPY 5= Igo 1 1 .. • t KF_' DANccv COVERAGE COVERAGE i `V' %.... • P •.,`w' .,• aa2.]<5 SF ]2.oa5 SF 21, 14,(47.984 sr) s. 7 \ PROPOSED CA\OPv COVERAGE 13.230 SF(3%)OF EXISTING GAWP`PRESER:ED i ttt a ,1•' ,i ; ,• 43.560 SF(40)OVERSTORY TREES AND 11.9]95F('I)EVERGREEN TREES �� ♦'• ; •' ; •--- ~ . \ I 68.]69 SF(20%)OF CANOPY COVERAGE PROVIDED (.1: 1ry; �� 0 ; vamp,;�, •_ ' T' NOTE REFER TO CIVIL SHEETS FOR TREE PROTECTION NOTES AND DETAILS ' 11111r I tilitt-, :4414 Va ♦� ,,` ' � TAT IP:- M.�VE LIMNS O:_XSONG'PRE CANOPY I �'.' 1I 1 t if i ' / a CD ) \..1 4.0.1 • I .... ', . I . a 14 `\ ,�' i 0 Afibl• ir A.t* r W9 �I� /I\ lc" ♦��ps�its 0 i jb'+.� i / ,, .. ;to,. ! *„..„.:10,"rvi V2 ' '6 1' .00°./ ... t. / -• co 3 ♦ f•- i o-Fa-exvar�. rnrs o-cx s Nc r=FE :wv '•, ,�*•. e, r ---1 Cb LANDSCAPE ARCHITECT ••• I hereby certify that this plan,specification,or report was i h tai -, prepared by me or under my direct supervision and that I :'♦ ,.• •-•- 4,� :1•+:;•-_-,••••% �I�'? am a duly licensed Landscape Architect under the laws 3 e Y ( ] ♦ of the State of Minnesota _ _ / 1 `•✓ilkti•' ; . •• Print Name Richard W Rogers ,,' .' ., ,"•'� ' .-' •%„ 4� �' I. Signature /G ``4',"----. .. ♦ " � �,, _ ••�__ ..)::_7 • .S. milk r : Date 3/19/2010 License# 40649 C::::,........................ - C:'.111 y 6 1"--' ......-.. - 3/20/;.015 FIaSI CR,SUBMITTAL P:O. DATE DESCRIP'IOn t�% 6 '��I�e /� 1 /A llo� i �V i • ...... - O ♦ REVISIONS ♦\ _\t// �•'- ( / //••.,;• I - ` ••- ♦\ PMUi2B550 9/18]!5 OPOR MAP MMP NMP 5 \--3z,------______ ‘•• ••"-.j� ,`v,�/I� . `�/I� i��\�1 p' 12 ; i•`IAB•,�1�\ CEI PROJECT NO INITIAL DATE DPOR PM DES DRW `,, --��_ _ ';��,�.� fFti-� I qt r' Engineering Associates, Inc _-�� • / f ENGINEERS PLANNERS • SURVEYORS /I- -��-�� i 1. LANDSCAPE ARCHITECTS ENVIRONMENTAL SCIENTISTS -_i__-�•��- -1�- 30.30 LBJFeeweY,Sutte 100 !9725488-3737 Dohs,TX 75234 FAX!9721488-6732 CHILDREN'S LEARNING ADVENTURE a4LPBV BLVD d HIGHWAY 5 TRUNK HIGHWAY 5 cH4M-L4S EN MINNESOTA REV DATE SHEET NO. ® 5 TREE SURVEY I5L6.0 Pb 2015 52 21101.211100 54005?E5 501 4. � _ N� ""'� ---- ONNER THEODORE S6 MARLENE BENTZ I _, `-: = _ _ UNPLATTED D 60. 75 ]h!b:Iow. ''-^�,T�"'',`''�•'.—'" - '; ;.��-- ---- .........••00,„.. 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'AS'♦d' 4'''r -- ).�- .._�-- ,4 , 6 METAL PLAYGROUND FENCE(TYP)J/ ► /�,.�, • •' 10.5265- ORV SWALE/POND SEED M:X Mn/DOT SEED MIX NUMBER 33262r `��//�I ,, / .V9F , '.��`• ' 9�' f -.111��// • ' ------- I / / ��/�, ♦ •s, ila 3,]91 SF EMERGENT WETLAND SEED MIX 10n/DOT SEED MIX NUMBER 36 181 /11 •a;.• '�':;: : / ,� �� ► Ape., / �"1 REFER TO SHEET L6 2 FOR SHRUB PLANTING AND ,n ' • �� ® r "ilI' ' e.'�{� LANDSCAPE REQUIREMENTS TABLE -I• �J ••'1 BIO flETENTION AREA // / --. i �I . �ng ' ' • '• / ,11 I1 / `� • ��',1,IT / (DETENTION BASNJ) ?, �' \SW �� TRMMY--►i: i '_r \yC o' �/ /r •I;1� �. 11 ® '�� f'�I ;,��\I ;� / , ii �ti-� 1•, T`i1i; y11.1 \, .I;:;:;" ' ��_ «i I • /� Iii I ■tet.. Oar l Al -'j-1�j r/ / /"�'� ' i _...rIIIA --" 3, I ,.� : „ \ B. I r 43 i A '., �� 1-7.-- L� I - /. i1M LANDSCAPE SCHEDULE(TREES) , !Ao4• / 12'TENNIS COURT FENCE 7 I • VVV�/. 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I `�®IO,j �i;� �1 r �I �� ORNAMENTAL TREES 111 I' I► / / 1I,�,-.�?•N/• , �S LARiV111K .9 , ' vP© I �� \/, �,' / COMMON NAME /■•1I►IIIr // // I �,r, 4•_ ,�.� p�' I QTYRODT SIZE/HT AT PLANTING $PACING NOTES 1 1' ■ o .■ ►' /. ; �' e� I 032 SF ADV_ ,-si URE ' ►'��.� \�1 BOTANICAL NAME 1• ■11111►1111 A. f ._I 'r >; I GATE I `33, I I w. �,, AUTUMN BRILLIANCE 3 1r•/►1►1111 "/ / 30-.. ' -z---:::::::`:496-•,-- IEEE 966 1 r - ■ G)TART WALL �I� ,I ft" a` ,, 16 SERVICEBERRY B&B 2 CALIPER SEE PLAN 1` '` 1 1/ O IU r/ % - __ , A„�LeHrN ER A 4RaNNrLORA 1 4/0/i9 ■� Er� - •+�_' y I - ,90,;.) ,1 ■ .zA / / ��,��, � ,I1� AUTurw BRILLIANCE ► �; L• //y %/; _.!c. ;-'W>;'----- ---964--_'_-- wLclwoww. I J `s ii h '/. I. / 1 6 METAL I 1 / R F R 25 888 2 CA1_IPER SEE PLAN \ �_� )1 / f''�u 1 ' II I R F / �,.. , PRAIRIE GOLD ASPEN �� •��•� ,PLAYGROUND fENCE I F I / �/ �y� a / - 1 1 \ '- '1 �969 r© I YgRp L� 10:71:# � L,�p,/ R PO.ULA$rREnUL010Es NE ARB a • a:0:•,1,4L1/1/. // �\ \�'� / / 1 1�` GATE - II,' ; i I �'/ ®• FLOWERING CRABAPPLE tl R' • 11 \ / / ��4• `'mss'' �. r J'��i `�/ - �/ 14 BRANDYWINE 888 2 CALIPER SEE PLAN /•I11i /// ,/r `` -I -,_ 111111111M1111 •� ■ ,W5/ / _'e`�]' I �' MALUS BReNien w I; I 10ti\% > / -q ,T'I,•li "!'�a•.+�e./-41.41217-126 j__ �tl Mir SUN VALLEY Sw�+L wLE, • • �I 1/a 1• /1//�// _��"_ ✓ n � '� �,II,I� �� ,Q � ,�.' �qy'`® /U �.�r 3 B&B 2 CALIPER SEE PLAN 1 0 9'•§ -.•�Z.��1.•.� I/% • �TMp __ �'� / ., BI l i '..!! ••1es• ..e4A`- `�I�`,,e,:17 2 , r Ci 0 0` ,,t_,�gio••s%/ ,l/ •4 �� i�/ S' � �irr I<�`a`�� 0 ,4°44.•1 4.4. ) © - A ji1►.� _ i� 1� ��, Ism ��I '11)`2 - 1000001.0 /////(/�r_N♦ , , STAMPED COLORED CONCRETE PATTERN ` �/� /, - '�4.1- , .f/,, Arvi' vig 11 �•�•i.1i1\`,//%�//�� -3.. __f!__ d'TALL PLANTER/COLUMNS(TYP) UGT � ,'' ��. �4r' '� --•®`•�1 •�� C /�//�/3,� ••♦�7TT' •�` ♦ '- g 4 TALL ORNAMENTAL LFENCE PLAN BETWEEN/COLUMNS(TYCOLUMNS U +�g �./►t � r�/er ' 1 3/20/2015 FIRST CITY SUBMITTAL ❖.``�1.`\�� ^ //T//i / „' T .- . . • g2Y -_ 1"1111■ �aVO3?T^ Q•��i.T [ . 4 N0. DATE DESCRIPTION • �• ��il/.• 11.1.1 / �j,L./fir-7-,._ ._ - 7:::77wv 1r I g.1••II�1�,�`•III '/►:1rT`.@- ii. /. - /,///�Vf//�//j/ .- r ,• - © s ss �� 'r te`,, ,.o PROMO/O M ANS DKR KW Int^ MMP 'r' J •••�1� '��G® ,.�n�1 �� s-� �:: i7i"-�LI' G//'i / .4//eORETEN ION AREAL % _ •Z�yi =o•....��.� � .. ceri,r^f r r p,,�` ,11 '� , tJKNDSCAP hRCHtTECTCEI PROJECT NO. NITIAL DATE DPOR PM OES DRW 1`Q . i., -.♦, o I1 L- 1 I , - 4Y / • (DETENTION BASIN) /L/- 4" -/,/05/1 / - -S +liA•�•,� ��Y ,' o �e I, . w • S i� r�:.-•�_ 1 .' //j j j I'LL�- y_ •_ e, �• �hereby certify that this plan,specification,or report was Engineering Associates, Inc L/ • % dA/ / / c ,� `I�cIa� 3�� II'�r=�=._ �o� � :p;_ ��_-_= •��- 1?`/T/• / % m ///�/ N, • I�.. prepared by Moor under my direct sL pervision and that I /�F •=r=�r=�c�e� •= •'�•` • •� =gym � a`,9f`� %r am a dui licensed Landscape Archit Ict under the laws ENGINEERS • PLANNERS SURVEYORS {/'ice) - r - _ / lam,✓ � � I\ 81'0. �� - r.�-� =.�•Lr ••� i �f(a' I / i�• p uNosc.+PPE"u2purEcjs ENNRavMENTu saENTisrs r - - - ---- - _ _ - of S of Minnesota1411/X { _' m + • •■ •_•�•r ►�� / �p . 4,-'�° the tat. N • r ; • e.xia�4, \-_I • ' 9090181 Pm**,Sub 100Nr (9721188-8737 T 96 , ,••L .__ �- ' - D.Im,TX 7523( FAX(972M86-6732 -----I 3--------------- // �i�%,g� y Print Name Richard W lagers r 964____ _____ _____ ___ _ _ I 1 �`° ,} . .. � CHILDREN'S LEARNING ADVENTURE ---_T-965 - 964 ,,,,,,,-,,-,-.._____/ -.r>F' ■ Signature 4qyCHANHASSEN � == 965---------- 96E TA 6f,--=_____ 9s6 _ 966 REFER TO SHEET L6 2 ■ REFER TO SHEET L6 3 • T""NK HIG _- ��-_- - 967 -- 9c FOR SHRUB PLANTING PLAN _�_ FOR SHRUB PLANTING PLAN Date 3/2052675 License# 40649 Re DATE[SHEET NO. a HWAY 5 ��- LANDSCAPE PLAN I R�-0 �6.1 2013 CD INEINVA'M A.s>mA>FS NG / 2°'e4449 49)/ / 'AVM 1 \ / ,. , ,,,,ik I/j Ai. 1 J ,_ . \ ..„„ixt . Li., ___, , ..... LL, i .41,,, 03..05.0.....„ e e a '-\ .40"4/A Jo.t..0: 0 , OrO. .•--"`�' � . dT°oo'T' '�i�� ,arr, r`- �� Know what's below. ---- -. _ 4 O YYA:: .it , 0 20. 30 40 Ili \ �.�c�,� ,:. ,:°-,,.� ` / — — Call before LL .J - _ SCALE IN FEET a or you g NILIFIBr ",, -lfl%:iT(T _ 1�y1O°^, ' LEGEND `�M� p_•-Op, // Oe I� Mk: . SHADE STRUCTURE --- -- PLAYGROUND EQUIPMENT FALL ZONE COLORED CONCRETE :. - I j p •es. ❖O - 6 CONCRETE HEADER 1- �I ._ :.....„,..7,__ . __________ `00 0` .•'.A•p• ` 24 CONCRETE HEADERR • s..ay..s ,T hit44 AGE SEPARATING FENCE SYNTHETIC TVRF - 12 TENNIS COVfli FENCE •:;•,,, is__ ___n______ • • le_ • \ � '�:• 1p, ,„ • j / ,,��i'. STAMPED CONCRETE 80ARDWALK 1 /• III -•itoofiro. „,otire go' • �.• • 111 /y // / cam+ ` 3GENERAL NOTES \ 1 11 1 r :0, A. a� / / i i I i )I ,• to +A oq6 0�' 4 / /,1.�l�'�• 1 REFER TO SHEET Ll FOR NOTES , ,(111* :.7.-.,-----, 1%-- - O O ` Z---1,� 1 -4,.•ffy-i5eip 404/11,4441,' / - ' - ♦,.. DETAIL =(� t 41 40,,,...,E• 4,...„0,111 508 SHRUG PLANTING REFER TO CITY OF CHANHASSEN DETAIL 5309 AND 5311 ON SHEET L6.4 1 ilo■ - .w" p•t ` v / / �.� 500 STEEL EDGING -,.7,f---- -------- , . ifititak.-:. k: •• REFER TO SHEET L6 1 FOR TREE PLANTING t �•. II a x'.. i / ,' • • �. / OlCitill•--, ■ is , ale'' , 1 ''-',�•� // / /• I /pt. ••. / REFER TO SHEET L6 2 FOR PLANT SCHEDULE AND 11 ` " C):, ; ; • ` LANDSCAPE REQUIREMENTS TABLE eT `. l• !�I' / ,eat ` ° //'14f / - I .I4 „ * m !gra.•i! ..:'. :--------1 �a /:►E`.��' / A vo +. a: 0, 1 1,'1/4 1SE11 , ''Di,/ fiAL ..r Eq oJ qr �Is 000,0000°N,�•` `` 000•In '' 10R111_' °i4 tit, / / oeo•-�w•w��• o R:.- Fi:..O� /lil"7��jO�4rfi°►° / / ill,ii1Oso 4 oo ae:10,p rin iP---- � p� .or LANDSCAPE ARCHITECT ti o 1,441 ' •per # / / L • " 4 I hereby certify that this plan,specification,or report was 'E ° o• j7!� TYP AP. F,�Vali (Pik'.1. 1 prepared by me or under my direct superviswn and that I N�• p ��/� , e p Architect under the laws $ - -,•••:_-_....„..___ •�, • • am a duly licensed Landsca e ucr o � J � _—_--__ 4444r,co, �� , of the State of Minnesota v • �GT 1--WA.....1744.4:5),IV."7 __ Print Name Richard W Rogers b••SS —�UGT Li ■ 88 •.• �% Signature 6 353OF rOOOO♦ i 'tr.O. ILF TI i� i� �I Date 3/19/2015 License# 40649 -.--------- ® AT � '. ------ - �� 3/20/2015 FIRST CITY SUBMITTAL NO. DAT"e DESCRIPTION o �- - REVISIONS �- � �� - _ .__ - 3PRON29990 9/IWIS DPOR UB IOP MAP S N j `�� j CEI PROJECT NOcri. INITIAL DATE DPOR PM DES DRW 17 vi 001P. Engineering Associates, Inc 2 J //'!• ___05.:::::„,? o'er, �� 09 5 w -' - �, ENGINEERS PLANNERS 5(ARliYORS _ ■ � --- I _ LANDSCAPE ARCHITECTS•ENNRONnfNTA1.SdENnSTS i NOTE TO CONTRACTOR'/ 9090 LB/frenrry,Sub 100 (8771199-9797 O ' • Daws,TX 75291 FAX(972,488-6792 ~ • DIMENSIONS / , TOR IS TONON SEE DET AILS.MAHEET NUFACTURE UREFOR REFERENCE SPEC F CATIONS AND LY CHILDREN'S LEARNING ADVENTUR: o HORIZONTAL CONTROL PLAN FOR PLAYGROUND LAYOUT a.4I p�I HIGHWAY 5 •m`• LL CONTRACTOR TO CONFIRM LAYOUT OF BUILDING AS IT WAS INTENDED �L1� u♦,c.•c��•_bD4 ��I4'AY I.J I -— _ PRIOR TO COMMENCEMENT OF PLAYGROUND LAYOUT IF DISCREPANCIES CHAN HASSEN MtIVES1�TA OCCUR.CONTRACTOR IS TO CONTACT THE ENGINEER PRIOR TO REV DATE SHEET NO. PLAYGROUND LAYOUT LANDSCAPE PLAN I N"an5 11.6.3 0 fora m POWERING A4COATE3 NC F.YSIEIC0R40E I I pq aATA1E0 NTESAENO[K AIME!ET.F 111 -4//'. 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BRDMI4GPA dLFm.'AN r.y. „ .r MI i NM.PLANTING DE AI_ ��' COWS TOP 40,(40 E 1120 aELwm RWNOMMD soAEs NG ApmMF WA NG '�404'NCC CCITTMO ANC STOCKMIVat W FROMINTin THE ALCFYTANE q ow'. tM O VO+ ''cam MOP ENGINEERING ^"M PLANTING DETAILS FCR Oil DIEM 3f{l� 1-x RIE IIA16aww`saavu5� DEPARTMENT 5309 TYPICAL INDIVIDUAL PLANTINGS4111 ..o.,.„,.,,,,..........2,,,-. CUR REVISED FILE NAME ENGINEERING PLATE' PLANTING DETAILS FOR MIME 3-14 G\ENG\SPECS\5310 DEPARTMENT 5310 STEEP SLOPES/MASS ULC PLANTINGS =n 1 �_ • n=n=1= - - - X11111 �I I .I X1110 IN I.N EriiYiHi`��?i«a aoa m" ,RILL N IFr,FRAI L OTF= ., II II11 /�- .EocanE 11111 X1111COVPACTED D x.01,lm( '> .ss„ " e'°`o ,n. ,,, _FEua FP.ONWNS o LSTs rTOJECT REgPRn,aTS. "° TIO �,II -1-0 I II TER, WEED PAM. a`ze 1st 000[7"MNN,ve Xs m"E r� Yr y". a rz, u`r,_Oa..> 1 p_I 0000002 P'k,7n W 3 s`t a N.N u=%I WEED BAR.eaPOLYPROPYLENrFN Eli%o .SMED GRADE 1r/40x IEUZZa.*11..761'911 T«n •,Hsa'TN,. - r ,ea4 i5 M° aFP€...IF q H� °n n5 "EEED.. iris:u°li TEEEDONNO . „ ' T:DOn a:�°vi>A % _ LL SE HMO/ N ERr" � .a R»�L Iln,TI iIn n1 LOG. -NR^'TES Neu sE 11.11 N.n+,Lxi-r 7 H• f •PE .14 MC _a x nom. SIA 12 unto ax COMM 0.A.irA4T0s'Ri n cx NNnFm auli a"'irawm '11::11 ODE OF Twa II::IISrEEL SWE DN.ROA STME ea _ .E ssl-y`--wmDC aw.c IP zip I"II 1=IIL ''•t.,,�,Y Ne .2 ' .rte"r",I.a N.,F 41.4.a. r.,11- "•,:""L II_ ES AKE°BELOW -1.= m sem 'ETT S5(4 AM, %,,,,,,,,,'r`^`g 4 _ 1HEADM -=I WITH TOP OF w SWRa2 x1101 ROrN3 AG rc T1E / 1 FERnD2ER 11-1A02>O 4'O 5,1.,15,11111 T,_T2 04011, 00 .6 w" ,. S5$ /'. _ SODDED AREA W/MULCH ROCK BED AREA W/MULCH I CIAR WI STA 5„-:.`._ - ans' no ral COMPOST 9.2=02040 N,.s. ".r:. 1 Fa, STEEL EDGING '"•1,elr.I »A CRY /,�,.N Mal MUD.. m_nEeE,�L 1rrtTNg9�L T L ewrNle11m RF AL2 wr..n1 jSks. . - uv.,al _i -Mill P0.E eri so,..b Tm'ad.., 1.w.TMsr.- -.'-W.': GIN 'ter wN� Ems 042 -r«�aF�Y.s.mow s"O"Ip'�A'.a pew z �«" 3991 Na NR a NOT.N a x illi 51r,_ ...� » •0 cu_a w � LANDSCAPE ARCHITECT g RODENT'ROTEC71lN.DETAIL(ONION 1 10124"'<('"' •1 I140 P»H]La,,;,;A,; ,„N u,u,1,,,L,V 16...� I hereby certify that this plan,specification,or report was X TI f • E7_ J�j** 7-1.11.1 N �,39Aa,EE.9„a a .e NAA Na MktR prepared by me or under my direct supervision and that MAW fl. N»w «,a am a duly licensed Landscape Architect under the laws PREVAILING VIM J9 3.25"VIN. Ara a,-..n s KE-TINA-� IIIII _ - ,Arzs RODEN'PROTE-ION DETAIL(OPTION 3) - - 5z 100 of the State of Minnesota 1 -LES SHELTER 2 'rfY,Re r�uNc m VOTE 15 s5TT�qy,,[[ r I "R„ � °�T°,'2 aNReAs 1° Print Name Richard W Rogers (tLNO1H VAHIE=! Tr _ ,IN eONRL=3 O' apaT a � !� ,TE,»TL�rE `ate 3 .. 9 Irlb.ROC ® HIL _ Ru.''' ism _ _Ic¢ven u[L4 r--•- Ue0%7 ri Per diR"0r e[ " Hp »mSignature ,. ,�--- Kn. ILTIA.S.c 43 IN, 4 ",....10:0,A. •• / / Rw°,9.9 . e Date 3/19/2015 License# 40649 13 SEED_IVC TREE SHELTER DETAIL ` / 7 r P70=IRIX=N t` 'f. a. / ;IA wce` '°;I '// LOGIC 90L SIN R NNEm•O11L. - . hi .I - - :rmv(A,uc \� NO. DATE OFECEIPTION MS. Oe1.. . p� ^.4 REVIE.ONS • � • •4 9 J/ mL 1119 ttn Aw,auns ® I' ��.,'' PROMINENT 3/1013 DPOR ANP MAP MMP < ^ b •1 I 1 )i• i'i,�E.,s3,y•1 CO PROJECT NO, INITIAL DATE DPOR PM DES DRW 3 sAaw s PLANTIN3 SOIL `""P'F"''=sO` STATING%CU1105 DETAIL air 2tM MPR Engineering Associates, Inc ,., ENC1REER1110 PLATE ENGINEERS PLANNERS SURVEYORS ImR IEVIEDI 1-10 FILE NAIE:MEND \5311 DEPARTMENT 6311 PLANTING DETAIL LANDSCAPE ARCMIECIS•ENVIRONMENTAL SCIENTISTS I WW1 3030 LEA Fromm Sully100 (972)488-3737 0a9a2,TX 75234 FAX(972)488-0732 71 CHILDREN'S LEARNING ADVENTURE OALP/V BLVD d HIGHWAY 5 a CaHAAFL4SSOI LOWESOTA o I REV DATE SNEET NO LANDSCAPE DETAILS R°"o L6.4 0 2015CV 14400410 INC. _ / // / I ,( a / /// / / / / ILEGEND �(,\ / / SHADE STRUOUND SURE A-S `(/ // /// / I I 321 1:1441/.... --- - - PLAYGROUND EQUIPMENT FALL ZONE COLORED CONCRETE �` / / / I / ��j\ 6 CONCRETE HEADER /// // d•l `'l�•Y `.''A�� u LIQ �_ 24 CONCRETE HEADER -111111N , \� c '',,TT**��{{,, / / I I I 001 ___ - O O O 010`0✓ �� / // / O �1_ -- ..r�' 11 4 AGE SEPARATING FENCE SYNTHETIC TURF _ / I / I • w� 12TENNIS COURT FENCE 0 20 30 40 Know what's below. • �� C ,,1 ��+� / _ =/ // / / ••• ■ STAMPED CONCRETE BOARDWALK SCALE IN FEET Call before you dig. ere, leak If' / • �LES i'. 't7 IP ► /� 11".•,0 •e,o // _ /y!•°=eo°- _______________'—sem ---- —� " ��' •:o' ----_—___- 3�fia+o o°o,e!� : wcc) GE REFER ALNOTSHEET LI FOR NOTES REFER TO SHEET L6 1 FOR TREE PLANTING �Ai //rP/ / A'SW j/ 4° a....,,, ,s ...s�. w DETAIL S, ��//{ // / / iI // *I % � 'f �' _® --•— A - ./_.1:411r1.'1_ "�'E y -O 500 STEEL REFER TO CITY OF CHANHASSEN DETAIL 53090N SHEET L6.4 LL Lu 3 f / /// / :/��// : ��_ LANDSCAPE SCHEDULE(SHRUBS) / / / // O° ' COMMON NAME ✓,t�� ` , / °' . .�� ' O " DTY BOTANICAL CPL N4vE ROOT SIZE/HT AT PLANTING SPACING NOTES ` `��, / .1,5,0' wO � �"ZSg -_' RBES ALV Hurl GREEn lblwo' ;\ -.Ma, // / 252 LF C:1 {j// `° '..r4 �`_—i O 264 ALP NE CURRANT CONT SGAL. 36 O.C. `•,�`\�--� // // illy-r i/ ._,,,,,..-‘09,;.,,,, ° ,;., . ' ��i �� 152 FRAGRANT SUMAC CONT SGAL. 36 0 `'iryJ',/ / - Rnus eRonei ce GRO Lav •• � Q' i CAMPACtt INKBERRY HOLLY / • // Op.nE O 212 ILEX CLAIM COMPACT/a CONT 5 GAL 36 0 -.. / ••�, /4a0":" l,°.>AEy.�•.•�--._- �.��.� MSLAL1A GRASS ' • e �' �r'__'_`.r7:::,-"' • 249 sIHENH5 CONT 3 GAL SEE PLAN *.Ilkill• • p ` 0 ♦ I seReReHRE *4 ill0....././74‘ •• // <ee l ♦ O ' __ -. i • p. 111 RED TWIG DOGWOOD CONT s GAL SEE PLAN • ', e --a—_ .: CORxus sER cEe ALLEnexs • e° ,� -- -- "' 281 SP..MMD SCA S CONT 5 CAL. 36 0 ��,i ••:' // l�e� O , — __ O SP RPEP HPPONIce$HO.w+Ouxo • // /e° `/ ` I -I is I • 101 W NTERBERRY CONI 5 CAL. 36 0 1`V • // /`oe� ii �� RTIOL ie NA. 1�� • // ...„4'4„,.."5,-.A (' 11 CAMPACtt INKBERRY HOLLY i-i-""7 r _(/I• • // e ■ O 230 ILEX OLeeRe COMre<Te CONT 5 GAL 36 O.0 �'i ■ate `J � // O:1 3b 329 NAPPY RETURNS DAri LV CONT I GAL_ IB 0 '\� I • �/ • °� 3 \ I 161 , ' 0 HEMEROCPLLs Hewr REia.s I :I;i // -.AO xy3 / ..7e -J ■ 01 PURPLE CONEFLOWER /J_ l� // �,FeA„,Ie "+.. Ill ■ IN ...CEA Hc4X PwPUREe K H s CONT GAL. ISA C I. ,�� I 1 /// �,0 MJ /_�ss ! " I 1 of ,Il OgOgOgO SEASONAL COLOR • • ,; / /o yj I /i• (I ' ! I LANDSCAPE REQUIREMENTS I �� f ° I I - 'Iii'I AREA REQUIREMENT RECK/RED PROVIDED •• /� ..-•` ,1! I I�I!Ld=I 1 o I ■ OVERALL BUILDING FOUNDATION PLANTING AND CUnIPSTER SCREENING YES WIL ( I REQUIRED 1!' i //I 1Y ♦ I I.: I I B SF OF LANDSCAPE AREA PER 100 SF OF VEHICULAR USE 62.088 SF OF VEHICULAR USE OB 5.016 SF OF PARKINS LOT LANDSCAPE \.S- , I // I "HO 6) ` - I - I M AREA 496]SF REQUIRED pgOVIDED lO. // ,tII t I .,y1W I`�' CHILDREN'S PARKING LOT �, // i :`,.• i `��'� i ' '' ISL 1Y1 U u�V\\II ��pW r�(�II1IN 11 q : 1 TREE PER 250 SF OF REQUIRED PARKING LANDSCAPE AREA 4,967 SF/250 20 TREES REQUIRED 20 TREES PROVIDED I /'•' I /��,l\ n`\//n BUFFER YARD',PE B PLANT UNIT=2 CAMO"Y TREES 4 1 1 ' // I ,% • �ik I • „ 33 032 v UD�% u 9 TA STREET TREES AND 6SHRUBS PER TOO LF ( - / 87TH STREET BUFFER YARD TYPE R 30'WIDTH 4 PLANT O -! II LARGE TREES 22 SMALL TREES AND '.1 LARGE TREES 24 SMALL TREES AND 22 1 ` I FE 9 UNITS REQUIRED(I LARGE 2UNOEflSTOflY TREES ANO // I ° .' i `ix/ •• I I: F 66 5 ■ 2 SHRUBS PER 101)LF) 1103 LF 22 SHRUBS Si- PROVIDED I H° I `� ■ LANDSCAPE • HIGHWAY 5 BUFFER YARD TYPE B 00'WIDTH d PLANT UNITS g HO A 1 1 —_ _P/ I 'ye I BUFFER 5 TREES 10 SMALL TREES AND 6 LARGE TREES 10 SMALL TREES AND 10 % F� H flEOUIRED(I LARGETREES 2UNDERSTORY TREES AND2 L '� ,'� - 5 LARGESS SHRUBS PROVIDED _ 10 6HRU85 PER 100 LF) 1103 Lf 1 1 �I Ar•)' '•:.,-„.41,,,„-.760r.--.:9-4,.., ,,,--. .. ? GILPIN BLVD80 FEF YARD TYPE 90 20 WIDTH 8 PLANT UNITS �'�` 1411)14 H ��•�•0•Q..••• •Q.O..••.y 9 ■ REQUIRED REQU8SPERARGE)TREES 3 NDERSTORY TREES ANDS35S.4RUBSREES.2I SMALL TREES PNO SHUBSPROVEDEDiS51ALL TREESAN035•'1/��` // DSDso g•SSs& O •• ■ E%TREECANOES PRESERVED=13.230SF�„,,,, 9I 7 "o —, oo gA••Ovosoo,° TOTAL SITE AREA 342.]665f OVERSTORETREES PROVIDED-40(43.560 SF) -�•I •.• A'O q■.�” ' O O O O O O G•j••O O O O°° iflEE CANUPY REQUIRED 4>.984 SF EVERGREEN TREES PROVIDED 11(11.9]95F) • OO• I-1'OOpa■Oi% \ �— '_o °O O O O O •••• Oo (Id%) TOTAL CANOPY COVER PROVIDED ``` \ • QIE.4', .NOT O 68.]69 SF 120%1 O 3 � � `� — • — — FI,' — — '14'doo o _ 9�I1i611® Q Q Edi\ 0 40.4114!:...t 0 Ilift_ O II LANDSCAPE ARCHITECT O ai I hereby certify that this plan specification or report was I \ ••\ ................. • ` — — <€.°r� oo o prepared by me or under my direct supervision and that I 64 Lf p •• ��ar,1 am a duly licensed Landscape Architect under the laws 114;11-1-"----__.•• ST—__ of the State of Minnesota — `----- - ---___ • y 0 00 00 00 00 00 01411015Z:117:__________0 j•o O o� — :::e * dw Rogers ----- ti - '- �� ----- - o e o a o 0°oo0°ae0 -------712/141,';......0-1- • YE — _ ---- '' �" Ooo°Or1 Date 3/19/2015 License# 40649 ■ 3/20/2015 FIRST CITY SUBMITTAL Il �r �� - — ▪ (n NO. DATE DESCRIPTION REVISIONS 0 PROJ#28850 3/19/I5 ppm IMP MAW MMP /8 ''- - �/ - ■ CE NO. TNI DATEDPOR PM DES DRW M UJ - — _ _________ W CC Engineering Associates, Inc w VE •••-_ CC ENGINEERS PLANNERS SURYORS cti - 1 LANDSCAPE ARCHITECTS•ENWRONNENTAL SCIENTISTS • ■ ■ 3090 UMFrs1w4'.SsR./00 (977/488-3737 NOTE TO CONTRACTOR Aili UI/IONS DNA SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY Dela,1X 75234 FAX(8724488-8792 CONTRACTOR 13 TO SEE DETAILS MANUFACTURE SPECIFICATIONS AND CHILDREN'S LEARNING ADVENTURE \, .. ■ HORIZONTAL CONTROL PLAN FOR PLAYGROUND LAYOUT QALFW BLVD 4 HKGiWAY 5 . _ • CONTRACTOR TO CONFIRM LAYOLT OF BUILDING AS IT WAS INTENDED ��a�[�n'f• TRUNK PRIOR TO COMMENCEMENT CF PLAYGROUND LAYOUT IF DISCREPANCIES �N MAINES//A 1F-!' H I G H Wq y OCCUR CONTRACTOR EUSV IS TO CONTACT THE ENGINEER PR'OR TO S.' PLAYGROUND LAYOUT REV DATE SHEET NO. 5 LANDSCAPE PLAN REV-ED 6.2 2015 CO O88848 A55IXUIES WC 10877 WATSON ROAD ST LOUIS MO 63127 PROJECT _ MANAGERS = 219 1 I I EXPLORERS#7 ' 1 1� I I 1 I _4�• �J r" -J ADVENTURERS#1 401 SQ FT I+� -_ 16 32 mos ('. ia I L.__� �__ _J VOYAGERS#3 [F.7".... �--J _ ---J �'-J 33m. YR �-' EXPLORERS#5 i I ® 33mos 5YR I 6 wks 15 mos �/ LL CLASSICAL DANCE •° \ 700 SQ FT I 123 ' I IIIEN ---- I ® 1 f 129 j M r 1 701 SQ FT t thj „ I I , 1 'I --_, 536 SQ FT109 LL 1051 SQ FT -- r--- J - - ■ , 1 I, '11 U r '- I Qwl� [•IID . _ 1 COT .v® _I I +... :i, I II 1 [_] c VOYAGERS#1 lt=_p, ,- Z `^ ” _ I ,t 'I®®®. , COT 2 I e w \I,, 16 mos 32 mos 1 I. ; VOYAGERS#4 c 1 W V/ ri 7 " I , I'] 1 n ___ ® -__j, 16 2 os ' !tel n • `\'`__l J I IIS I �. ___ J I,J�■I ■- "-I r--� finfir/ 1�-J E PLORE5YR 8 E PLORERS#6 , I3m• YRI___-I 491 SQ FTa - 514 SQ FT ; 0 LU Q ' i a\ I "1 • I I 126 1 'I ®�• EI IYII.ii i ".\ �___ F ®/ J 1 , • ®1 II i II i "' OT T Y 71 '•.' _ +®r , W ___J 703 SQ FT f--- I 700 SQ FT 1 I I III_ -°p • 1 —� = ' J L LION• ®® IJ �JJ U �-I,,, L-,I 01®�® 1 Ilk iI1 VOYAGERS ®/ " IrII�IIO�® L Z_ U Z (1 i 1:I,.• 111�� ._..,......_......,.,. _ ..,,....�� - 16 mos 32 mos , 7 - - [ lr j -II 1 KITCHEN I II ® _ '_ VOYAGERS#5 ' LN • ' I I I - �'� 11 �� II SRRICULEM STAFF -I _ ' 490$Q FT 1 f J ` — I 1.1. inZ P"' RESouaCEs J n FAN^ Lt_ I 16 32 mos 1.1�� ryLIJ I I 1 L. L ] II 1345 1 1 I o I Ju08 CO- RD ili ■1 I LL THEATER L__� 1''�h +so so.Fr L -' ® i. ■1�1 II 11 1 Q; i -...4, 513 SQ FT 6 12 years AFTERSCHOOL COMPUTER I it 1 Ebro �] ,I , ,I k I It W irrIZO � U a i 106 612 years '----'`-�'----1 - - T r -11-I I EON PMENT 11.• \ _N1 L--- 2525 SO FT ( 108 ) A E E3T1 s 303 ■ I 1 r I\ 0 Z I--_11055 S0 FT IIc: - '�� EXPLORERS#1 1 _ _AI ui I1U• ,.. ....-. ,,,,,,,,,._Mtl33 momo®YR J VO6 AGEmas6 .I = r i u I L-J I U700 SQ FT NM ___`` 0 .1....„6.41 L —16-7 c 513 SQ FT h, U Ill MODERN DANCE I II ; „ i i_7; -� f c' •®® +u' Q Al II©� ® jr L I" 6 12 ears -=., -__J I ■,, "� I 1 ®1vgli pni • L,U©■• ®® J 1'11:: J " 1 P- ___J L1-71 -. i1 OT • - ;• I^ 1 . •1®� •X42$a r I -- ••\ n ® � 1 r I " l A al miummas, ME if „ „ 1 0 /• .•• n HH / i , , __Li I EXPLORERS#2 i I THE READING REEF---- I „ 1 I 1 1 1 111 BASKETBALL3 Y'S ; I II/ 3- rs ® L_ Ili` c /'' 700 SQ FT IJnr I1 _ '' 106®FT 1050 SQ FT i I/ / AR 72 YOM �___ ; L___J\® I- .I ( 110 -� lik ' ~I,I [[[ —. _� I _ _. _. _J 1 1050 SQ FT 3 !;' IMAGINATIJP ISLAND L� 1. I •lil;; I. -I—I r..a++I— ; EXPLORERS#3 �__1 ! T -I1 - i NEN �I - = --, -- 701 SQ FT •r)I 6 12 ears \ II r -1 w 1 1 I I I •�°I , � I 1 1. 1052 SQ FT r_,I II-, II II ir 11 Iii °I1 hl�� _ �0L Y ®� I Tri DTlTIJGaI 1 _•- r �R /iii.,.. 11111 r-- 1 I /.AFF D p1_` , ...;___• I.I �I�I�I� ,aF.=. ,' . L__J •, �1 \\ 315 / I I„ - AFT CHO.11 I 8_ ; ,- - LABORATORY LAGOON EXPLORERS#4 L •„ __ R •TIO 17t i ___- = 4 YRS --- PICTURE PARADISE J _ 33 n YR, -CULINARY COV 11°1'zoz IiE�7 , 3 12 YRS / TouRi3 --1 '-�---- ® „, 4 °Ir .. , ® 102 i I®111' zoz I �� `�� 3 S L][.!J]I 756 SQ FT FxcFas lS1 II �TflSEi`► `► II ..- , 727 SQ FT L- c_? 111 ; 877 SQ FT 1U® _ • ” ___ pI 3,3SQ FT I 11 b �� 2J9try •�� 1'•'TI ®II 13 II 1 ---I ffoan I c':' ''\III i '�l�w=f��`� :yl ' i I, ,.,,.\� $A. AFTERSCHOOL CAP 1.,IY 20 L_J 1 I. _a MB'.l:lr a J 1331311 � El {� Q L L__.J. _ `�_®:�,I _ _ _ _ __. �� -I'1 P 3+ i F�O �I '_ rlrlrlrlrlr-I I I�=' , ,` ,„ \ R 00 L N ,, ,, ik N I I I •4A 8 8 8 IV .l <<<<< FOOTPRINT INCLUDING — BUMP-OUTS AND ARTICULATION 33,014 SF — y = 0 F 244L RT B LE$ FOOTPRINT OF MAIN BUILDING — WALLS 32,690 SQ FT _ NOTES — — 1 THIS BUILDING WILL BE EQUIPPED _ —_ THROUGHOUT WITH A FIRE SUPPRESSION — - PROFESSIONAL OFRECORD SYSTEM — 2 THIS IS A ONE STORY BUILDING _ — - PHONE a,.as,I+� MAIN PARAPET HEIGHT 25 8 — Jo°N°- FEATURE PARAPET HEIGHT 36 9 915494 FEATURE ROTUNDA HEIGHT 50 0" •. FOR APPROVAL 5•*4. NONE 3/18/15 Sheet.. A-1 'C t FLOOR PLAN C @a@@o FINISH LEGEND IX.Al KEYNOTE 10877 WATSON ROAD ST LOUIS MO 63127 A FIELD COLOR DOPWEDW0003:OECTEOWSON BEIGE 00 ES PROJECT B ACCENTCOLOR.t O.NEDWARDS.DECAlVITISPERGREY'OREQ. MANAGERS C FELD COLOR DUNN EDWARDS:DEC747'SAHORA OR EO. D PRBAMSHEO ALUMINUM:ANODIZED DARK BRONZE OR E0. E BRICK ACNEBRICK'SNPATOGASPRGIGS'ORPJWROVED EQUAL F STONE OLD CASTLE CUSTOM STONE.WESTERN GREY'CHOPPED PATTERN W G NOT USED. H STONE CAP STONEGATE DESIGN:NATURAL WHITE'OR EO D J NOT USED H K FELDCOL0R DUNN EDWARDS:DE6214'PIGEON GRAY' L NOT USED ''^^ v) < W O i Z w Z W Z — U Z W CC < cn JU = CO � a Z = 0 WU fY 0 PRECAST CAP 2 FINISH 91' /1 ��' ilICOMISEGOLMICi� ''NID BRICK VENEER v 7--;-_:::-_:_-:-.=:- -_ �jR**- FINIBH'E 4 b§ r O FIN.GRADE 2 ENN irittenillaffl 6'x811/4 STEEL TUBE POST W/ \////// ,HII WELDED END CAP TUBEPAINTED TO MATCH TYPICAL ELEVATION'S' 0 111111 t• FENCING "1 ail; NOTE: m ASt-t m IPI.. PRECAST CAP.-FINISH'H' ELECTROSTATIC PAINTED GATE,POST 8 DIRECT RUNOFF .CSIBF 1-�I FENCING TO MATCH FENCING COLOR TO ROOF DRAINS �VV�II 4'%291/4 STEEL TUBE FRAME,MITER WITH CRICKETS TYP. 1 ell I" WELD AND GRIND SMOOTH.INFILL W/ CONSTRUCTED I 190./4 VERTICAL STEEL PICKETS - C 1 WITH TAPERED E0. L' EO ROLLING RACK V"I ®40.C.SEE NOTE _ /�" �� C 1 18 W.PERFORATED AWL.PANEL WI C S. { SLOPE CRICKETS / FILE STORAGE 3/32 9.3118 STG.PATTERN TACK = - 1/4 PEER FOOT TS PURCHASED AND V I' 6 G n.0.RD -912'EXT.SHEATH,,TO EXT.SHEATH':N'G �; DOWNSPOUT WALL. f;OW .III WELDO.3/1 NDPICKETTERN TG L DECORATIVE 1W 'II FRAME SEE NOTE = 4 - 4 A k SEE DETAIL r i� PAINT TO MATCH \� r I /J y SEE DETAIL I9/A51-1 X1Y II f.11W- ink SEE NOTE. 41 N METAL COPING. STEEL GASTERS 1 } Q -"f \ �,` ' '''--.'''•' •' • •='. , SEE EXTERIOR W O n t 114 SEE �'a� ELEVATIONS o ul RS14) ;1 CANE BOLT./STEEL SLEEVE GATE ELEVATION A FOR COLOR. Na • S4141 UB UNLAR 160DS q Z ' LHIII ` DAYLIGHT!. _ i iiiiiiiiiWROUGHTIRON 11111111111111111111 LINE OF EXT DEVICE ASt-t SIM. H 6 'sI TRASH ENCLOSURE ELEVATIONS DECORATIVE WALLBELOWIN 0 —PANEL FENCE PLAN DECORATIVE CLASS'e'BUILT-UP COLBONZE MAT SEE DETAIL 19/AS LFO YSTEM AS SCALE'1/4=1'-0'• 14-0 PANTED DARK H SEE DETAIL I9IAS1.1 SEE 5 AS 12'-03la STOREFRONT. 81]/ASt-2 �EFIFACPI4N@ J I— ��2'43'd, 'v'.0 3'L' ,2'-43.0 \ #o L—�'��'L W 9 ® •EE 5IAS1-2 FOR f �.i_� NO STEP SIGN SEE F� FOUNDATKIN Q //1/////1x)//////7"XX I VW -- m DETAIL IS/A14 TYP ASt-1 INFORMATION O illri % / © =vE NOTE:REFER TO SHEET AI-3 FOR ROOF PIAN GENERAL NOTES I-I LINE OF FOOTING BELOW SEE § \ /01 I 1 DUMPSTER I1 I II0/ FENCE ELEVATION 6/AS1.2 �__ 12',3/.CLEAR • / 1 II n II I / 8 CMU WALL W/VENEER.SEE I� d 2.43/8' 3'a t, 3,0 4 24 air / I I I CI 17 I I I I / o N 18/AS11 FOR VENEER TYPE , (///////////// r/� ' LL------i,r' I I 10 FENCE ELEVATION B FILE STORAGE ROOF PLAN 2 FILE STORAGE PLAN ,DIA CONCRETE FILLED PIPE .•�I' 18B ASt-1 BOLLARDS PAINT OSHA YELLOW Ti . SL Q ASS-1 SEE DETAIL tVASt-a. 4 I—— O J / I SCALE.1/4=1-0 AS11 SCALE.1/4=1'-0' AS1-1 COORDINATE INSTALLATION ,. _K 3 T SCALE:1/4=1-01 W/FOOTING BELOW 01 Jr T _- I — _— ��--V--`t Alk I COORDINATE SLOPE WITH CIVIL ' I I ji DUMPSTER it i /4 Et____ ___n_J m WALL 8 ROOF LINE BEYOND Z �� WALL BROOF O'X18'STORM PROOF METAL FLUTTER 84'DOWNSPOUT I IIIII I / LOUVER VENT WI INSECT PbNT TO MATCH WALL. UNE BEYOND 6 MIN THICK SEALED CONCRETE W I I / SCREEN AT BOTH SIDES OF PAD OVER COMPACTED BASE 4 I 111 'int-) II� II / n PREFINISHC PREFINISHED SPACE CLOSEST TO HIGHEST WALL SROOF PREFINISHED PER GEOTECHNICAL REPORT I I POINT r / V ALUMINUM COPING ALUMINUM COPING LINE BEYOND ALUMINUM COPING 6'X6 TUBE STEEL EMBEDDED A I_17_-_-_-----4.---71.1 I / N' FINISH B' FINISH B FINISH 13 MINIMUM OF,O INTO CONCRETE I / L Am COORDINATE INSTALLATION L- -__ I / w STUCCO FINISHED STUCCO FINISHED 417.....=.••• �—�r 9 9 1� T TUCCO FINISHED W/FOOTING BELOW CORNICE FINISH-EC CORNICE FINISH"B. R�� CORNICE-FINISH'S' STEEL GATES WITH SCREENNiG w / f STUCCO FINISHFM LOCKING HASP 8 THROW BOLT \ \ FINISH STUCCO FINISH STUCCO FINISH PROVIDE WH GALVANIZED '1 ——__ I ——__ _ PROVIDE SUPPORT AT I_ FINISH A DOWN FINISH A END OF GATE.NO CENTER POST ARCHITECTURAL SPOUT ARCHITECTURAL ALLOWED.PROVIDE HOLES IN ARCHITECTURAL CAST STONE CAP CAST STONE CAP PAD FOR THROW BOLT IN ASTS1rE CAP FINISH-H6 FINISH 9r CLOSED 8 OPEN POSITIONS • FINISH H w PROVIDE STL.RECEIVER SLEEVE 10A _ _ _ --.---=---..•=.,---,-.- _ STONE NEER SH 9 FINII45HVENEEft _ _ __ _ , _ _ _ SF0°NjISN ER SET IN C.C.AT CANE BOLT . 4110 ` �' --- _ =•=..---- .m= CONCRETE PAD(SEE STRUCTURAL 8 CIVIL)EXTENDING —_ Y " BEYOND ENCLOSURE WALLS AS • � ��' �� PROFESSIONAL OF RECORD REQUIRED DOOR NOTE:REFER TO SHEET 02.0 FOR ELEVATION GENERAL NOTES. .0,1E:,1E:IE:31.21-1100 31<821 1100 TYPE© ` Rd.. 915494 FILE STORAGE FRONT ELEV FILE STORAGE SIDE ELEV FILE STORAGE REAR ELEV State. ASNOTED 9 5 1ora. KMM ICBeriee. JLP - AS1 1 SCALE:1/4=11-01 AS 1-1 SCALE 1/4=1-0 AS 1 1 SCALE:1/4=1," SANS». 17 TRASH ENCLOSURE PLAN AS 1 -1 ASS 1 SCALE:1/4=1'-0 SITE DETAILS ©nag@ .. 10877 WATSON ROAD ST LOUIS,MO 63127 PROJECT MANAGERS i.._60 w cc D : f H Z , 1 i 01.9 r" siv =-_-_ , '1 MINIIIMINI - 1 < H w 1FWE - w z EJ - _...........: IA os o „, z zo z „........ _ e-w-f---- ,.,, _ ..... E ._ ------ --------- REM 7- --------- ------ iEERREF.Esi FElliring ', ,i gita _________ .......... - - ' -z,--=L- - - < ca Tr"' _ Z i I LLJ 0 0 CL 0 _I _ eELEVATION LEFT 2 SCALE-1/8=1 0 0 i i ROAUNOACOTNICEWHISPERSREV E I- Ili Lit: 1 i 1:( I i I: IA I I!. SCORED EIFS:BISON BEIGE :III! 111.1 &TIP'fr'''''CP .Ii t'll I 411111111111..eig$16..9.LASTPR III ==. - %IF.coRN,e.R Nur .,..m.' " WHISPEGREY /1 lin=1 .4 Ul P S'9914-60 -1-QM . . STUCCO:BISON BEIGE ,J, 4. .. .,1 •*, ....=, ..1ir 61'. 1- UCCO GOON SEA ..P.n" 5005005 0N U. 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OPTION A 0/A I/BOlT i, ELEVATIONS FOR APPROVAL IA 11She.No. 3/18/15 ; i 1 EXTERIOR ELEVATIONS 33K , 1 ©G1g60 10677 WATSON ROAD ST LOUIS MO 63127 PROJECT MANAGERS w D 50' ROTUNDA CORNICE:WHISPER GREY F- i 0 RO"" \\`` 0' SCORED EIFS.BISON BEIGE W //� VJ f ow ~ I T.Q,'WV-S. Q O EIFS CORNICE:WHISPER GREY [in CORNICE:WHISPER GREY Z w 1�J SCORED EIFS:SAHARA L ` - -- -- - - 1 STUCCO:BISON BEIGE STUCCO:PIGEON GRAY 7 W z 6 �L= U - - sh9iA \ Z W 41 cc ix E .:5,:5•=.4,.- -_ ' o e o e W V BRICK ACME CURTAIN WAIL GLPZING BRICK SARATOGA STONE CUSTOM STONE /IP I BRICK ACME RING 2 SPRINGS' STUCCO:PIGEON GRAY 'WESTERN GREY'CHOP LITS ACCENT STUCCO:BISON BEIGE SARATOGA SPRINGS' EIFS PILASTER PATTERN BAND:WHISPER GREY TRIM:WHISPER GREY (_) •ELEVATION RIGHT SCALE.1/8=1-0 F- I Sol 19 I \ / 011' III ffg III 7 = v 4'"I Q-- f 0'8' �. _ TO�A' ' , 4 I ..., _, _ _ . ..... , ______ :,,,,.....E.EEE, ..„„„„„„„„. rai , .,_________ ,,,, AWN ftl=1:211 4.7024117= • r--aa o.PI _ xxmmxxmmxnxmlmxi�xmxx ..-_-_-_-_-z _—___—:_ _-___-____---__- —___ __ — _ _____ ,J __ W 1�I 7 - �I 7 = *18.1,77€ .:;14a. 1 _ e s _- __ FNL-54-9-_ <_<_<_<\C` ®ELEVATION REAR SCALE 1/8=1'-0 PROFESSIONAL CF RECORD Job No: 915494 N ELEVATIONS FOR APPROVAL swx "g'A k 3/18/15 R*No. I .°" F li EXTERIOR ELEVATIONS 33K IE 10877 WATSON ROAD ST LOUIS MO 63127 PROJECT MANAGERS w fY --- - _ T3 PARAP'T D m RTU _ �__ --_-_- IZ LLJ U) 23-8 IN AK ———8--- ----•---__ > C ___ __ _ —._._——___ \ F- V Z Z z U Z —— — FLDDR ; w z ED Z / 101 413/16 Q• w TO PROPERTY LINE / W U / Q _IU = 250'0 ®RTU#6 FRONT(SOUTH) ELEVATION Z = U SCALE: tie=1-0 a J_ U E 1- iir kfk iii: RTD . y ---_ :II�i 239 ___ __ _------_—. ---_— I „s§i t__ "'---__ 'SI 1� 0 0 , / 101 4 13/16" .. TO PROPERTY LINE 250'0" /// RTU#11 FRONT(SOUTH)ELEVATION N A2-0 SCALE 1/8=1'0 Z C C C ��. PROFESSIONAL OF RECORD .',,,0 915494 E 3/18/15 $` SITE LINE STUDY IC 10877 WATSON ROAD ST LOUIS MO 63127 PROJECT MANAGERS ;777________ T O.PPRnPET t1 • 22'51/2' a --'-�=-_-_ 10'9' - --- W III ------------- __ I— z N ---- > Ill QOR O Q b 1 W Ola' 231'11 7/8" Z TO PROPERTY LINE / z W Z 250'0" / z U W z RTU#1 LEFT(WEST) ELEVATION Q Q ®SCALE. 1/8 1-0 W J a = (n J Q / Z T U WU fY a -J 2 0 h. RTU 23]1/0 22 51I t/ _—`— __,—_ 2 ________________ hill' 0 0 NP- t� clry F�ooR 1 C� ZO I iD "II" 231 11 7/8 Id I TO PROPERTY LINE &I+, I 250 0 / o,PLNI fl / RTU#3 LEFT(WEST) ELEVATION �h / SCALE.1/8=1'-0" AQ N rx2U PA �13 111/4 OT22'S IIY ___ `6 =- - .. (D (O olro FL_ _� i-� / 231'11 7/8" TO PROPERTY LINE ,�� / 250 O PROFESSIOrIAL OF RECORD o ®RTU#2 LEFT(WEST) ELEVATION 41,n. € SCALE. 1/8=1'-0 915494 3/18/15 SITE LINE STUDY �c 10877 WATSON ROAD ST LOUIS MO 63127 PROJECT MANAGERS LU RTU---------- _ .96-1 APETS- #1 T.0. - ~ j s Z W (/) c < < H O I --- --- ------------mac 0 w Z FLLORf2 Lt Lu • Z Li APPROX 350-0" < C') / TO PROPERTY LINE ^t IIIU Q Q ®RTU#1 REAR(NORTH) ELEVATION Z i U SCALE 1/8=1'-0 '" CU 0 _J 2 U 2 I- 141 itil1 1k.- II __ HpFPnnPPE�TT�\ 11,-51 —___TAE — ,11 RRTU .$. I!; till!, 2 I --------------------.------.--- IS .„I o 1111 4 FLOOR APPROX 350'0" / TO PROPERTY LINE / 4 RTU#17 REAR(NORTH) ELEVATION N A2-0 SCALE 1/8 1-0 PROFESSIONAL OF RECORD 915494 g%1T1 NI. 3/18/15 ik SITE LINE STUDY 0 SL° ce --_ ------- -. _. O 1.T:7•""' 0 ti ti ro.Rasirn r'F..7,11 0R O :_. .. LP • I. milli i ► 3 Mail it -.: 2 , o O VOP:FP'"C . . .FRONT 0 -m,15P. 11110 a.wr ro ,imp 0 gil yr e 0 0 00 m rue rcF •02 mw 14 e..-- © 0 ___ ., . . 0 ,4111 r..aow 1:0i ELEVATION RIGHT ELEVATION LEFT r i i i "'{ it .1 q OFT— i 4___ I i lii3:44 _ l; .N :TIl} i . _ x I '- i I 1 DUNN EDWARDS DEC785 2 STOREFRONT-SOUTHWEST 3 MASONRY-ACME BRICK d STUCCO-DUNN EDWARDS 5A 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 GREY" BRONZE" DEC747"SAHARA" DEC747"SAHARA" "BISON BEIGE" DEC750"BISON BEIGE' IIC - CHANHASSEN, EHILDf AjLf4R1V1/f&' MN EXTERIOR FINISHES ' 1N1 I d CAS CO 03/18/15 Childcare Centers Nf AMIIIIIMINIMIIIIIIIMIIIIIIMIN SIT SMA — — _------' �� -� / -- UNDISTURBED \ \ eP/ AREA 2 13 AC \ e \ / \N \ / / ,,, / )t/ / // / // I V ¢ ,,,, WETLAND // All • /� C I `•�• .4 ' �asc�� / / • �'i-- 1— .7777 T•:I., — // �® — _� _ - L._= ' J 0i /1 // / WETLAND SETBACK 1 O OJ• 31 /// // sEa �`_hT :— _ _/v� ' /'"� / / // R[SICMTiFs e6=FER AREA . • .71.....••.:•! *..', . . . �. - ¢//; / I I e -- / / ARGE SHADE STRUCTURE Q 0 / jl '{{)— \ •I _ ' CCURTYAs.D �{ II'Y' O 1 • , • .. .• MID SHADE �. // / 1 — SIDEWALK .. .ss is r 1 _ •—• // / . J CO • / •• N i.�— .; 1 \ _ , , .._ In! 0 I I i• 9, il i / IMII. ' j. a LIM% • I I 0 O v - •I io BLDG SETB:r -- — I 33 OS _ -- — / , 545-6- -NLY \ /. _`4) w t tea`. • - 0 ,D,INS SET BACK > I tiV' ZOP,b 1 o 3 J HWY 5 I i ELEVA° ISNS A r' h'ii!1!T!i!i!i!i!i!ili�!�!�' 4, B ' - ------- - - M. II es �Ii1IHhI :i M a iii� i�IiI FRONT ELEVATION 1 .vXXX / C • t D , 111 , , < � � 1/11 . ----- - -_,.„..,...__,......_, _.,.._ .. .. .A VPINVII ilir-'-'r ri----- . •4• _ 41 41 - RIGHT ELEVATION LEFT ELEVATION I 1 / 7 REAR ELEVATION SIGN LAYOUT SCALE: 1/32" = 1'-0" \ d��at,Vgtgn son Awnings Qp � SPECIFICATIONS A D , _ 4cent FABRICATE & INSTALL(1) SET OF ILLUMINATED ' :_`: rsa#tans CHANNEL LETTERS SIGN &AWNING SINCE 1979 © CHANNEL LETTERS: 6015 Skyline Dc - Houston,Tx 77057 • FACES 3/16" 7328 WHITE ACRYLIC Phone:713.780-1151 Fax:713-780.7518 • RETURNS: 5" .040 ALUMINUM. PRE-FINISHED BRONZE www,accedisignco.co t< • 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: r,didtlietii soy apptt Plwse atet a tontrr& 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 as 9• City/state: Chanhassen, MN � �I � �— Date: 1 29 15 \— _ _ _1 , – --- —‘, 1 ( 1:1 i. I // \ / —\ 't I Sales Rep: Nathan Niemeyer J I ( ; I H I e, ; 1 �' \` I I I I � I I 1 � Drawn By: Ace Schlitznicky F-7,�� j �`, t l \ ` 1 I �/ � f % v�� , Drawing#: ASA15 0035 i Revisions 168.7 SQ FT 1 3.18 15 REVISE LAYOUT AS 2 3 18 15 REVISE LAYOUT AS SIGN LAYOUT 3 3.19.15 REVISE LAYOUT AS SCALE: 1/4" = 1'-0" POWER SUPPLY Production Approval Salesman Date RETURNS --TRIMCAP ri Copyright FACE THIS RENDERING IS THE PROPERTY OF ACCENT SIGNS&AWNINGS ANY BACK REPRODUCTION OR EXHIBITION OF DRAWING IS STRICTLY PROHIBITED • 02014 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 s MIN 3/8"X 5" FASTENER UL rs"s. �albm"flea`IxIMM�'e.C44..bided`=ogee4.44.�i•loal (A1 Electrical =4,,,.....=—.,....--=,,,......,..., ..N..Ye .41.10.4I lowlyr•obe M Jleul.d d.i..uh6eq d W�e•it Mil s1 emwd udww.s.w M SECTION VIEW _- SCALE: NTS Ip. ' . ; 4 :�,__ I NOTE: DIMENSIONS ARE ONLY ACCURATE WHEN PRINTED ON 11"x17" PAPER AT FULLSCALE DATE. I I LANDLORD APPROVAL DATE._I_I_ CLIENT APPROVAL " J - 1 glgns and Awnings ti SPECIFICATIONS_._ B O ,Q�a��voxpeo Accent FABRICATE & INSTALL(1) SET OF ILLUMINATED 7sa#18579 CHANNEL LETTERS SIGN&AWNING SINCE 1979 © CHANNEL LETTERS. 6015 Skyline Dx - Houston,Tx 77057 • FACES: 3/16" 7328 WHITE ACRYLIC Phone:713.780.1151 Fax:713-780-7518 • RETURNS 5" 040 ALUMINUM PRE-FINISHED BRONZE www.accentsignco.cor • TRIM 1" JEWELITE PRE-FINISHED BRONZE . .-• • BACKS: .063 ALUMINUM (WHITE) • ILLUMINATION WHITE LEDs ,- • POWER SUPPLY REMOTE HOUSED IN CANo > i • MOUNTED DIRECTLY TO WALL WITH MINIMUM 3/8" - n FASTENERS WALL MATERIAL te3irib'lovtooted. i way Nifty.Please rola to toed. 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 H 27 8- I Date: 1 29 15 1 n Sales Rep: Nathan Niemeyer ---) , I Q71 / /\\ Drawn By: Ace Schlitznicky j / Drawing#: ASA15 0035 \ \\ e ` Revisions \ .\ .., \ 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" = 1'-0" Production Approval POWER SUPPLY RETURNS Salesman Date -TRIM CAP \ Copyright FACE THIS RENDERING IS THE PROPERTY OF ACCENT SIGNS&AWNINGS ANY BACK REPRODUCTION OR EXHIBITION OF DRAWING IS STRICTLY PROHIBITED ` ' 02014 ACCENT SIGNS&AWNING.THIS RENDERING MAY NOT BE USED \ LEDS TO BUILD AND/OR CONSTRUCT WHAT IS DEPICTED HEREIN WITHOUT THE EXPRESS WRITTEN CONSENT OF ACCENT SIGNS&AWNINGS f Underwriters Laboratory UL Yp..N.s.n.97,=nr.""' NWd.="w:i VU.Mo-e. duWfedM mlladyeG4-Y.Ww1b1 MIN 3/8"X 5" FASTENER air,mom.o�r...��d., p ,n.cal __ l r'Yp.....,,,,,,,,,,,,,===,flA.,.1M.�f'..Mlii.l•iOb.M.d Iv UA6VYK M.ee.tr iMing�i5i Mteat-dd roMIXYOliR6a"pini roma..knw�•.y. 4dI.mW u.wl mdt^iY d V^e.R.ati.l sdgmuA.ndx!a.are�o En O.wNN Of......e SECTION VIEW SCALE. NTS Page 6 of 8 NOTE: DIMENSIONS ARE ONLY ACCURATE WHEN PRINTED ON 1 1"xl 7" PAPER AT FULLSCALE DATE. I I LANDLORD APPROVAL: DATE. I I CLIENT APPROVAL. 'CHILDREN'S LEARNING— N •�ua�� stgos 1AwNn9sQp E0 SPECIFICATIONS ADVENTURE '''') FABRICATE&INSTALL(1)DIF MONUMENT SIGN WITH Childcare Centers I eeent TSCL#18579 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 P3 6015 SImeDr. - Houston,Tx 77057 9'-7 1/4" Phone:713-780 1151 Fax 713-780-7518 © REVERSE CHANNEL LETTERS14" 1'-0" 4" • 4'-0 " 2 9 1/2 0 +��vf.,t: lTi * s:. cs "CHILDREN'S LEARNING" 125' ALUMINUM FINISH P3 ,. .�. • "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 CHILDREN'S • INDIVIDUALLY CLIP MOUNTED 1 /"FROM BACK V C. i i „ _ PAN SIGN. _. ,.. _ "R HIGH PERFORMANCE VINYL V2 > © POLE COVER FINISH P4 t e3Matioladyapply.Meseraktsoreahe. (1)STEEL PIPES 8 625"OD WELDED TO SIGN FRAME, © -•FOUNDATION (FOOTING) /A/417 Project Information 24" DIA X 6'-0"DEEP CONCRETE PIERSCONCRETE PAD 3" BIGGER ALL AROUND �, 0O FRONT AND REVERSE LIT CHANNEL LETTER olobName: CLA• 150"POLYCARBONATE FINISH V1 -in • 1/4" FCO ACRYLIC SOLVENT BONDED TO FACE FINISH P3Location: 7750 Galpin Blvd • RETURNS 3" 063"ALUMINUM FINISH P5 City/state. Chanhassen, MN • BACKS 150"CLEAR POLYCARBONATE • TRIM 1"JEWELITE FINISH P5 -_ -- __ Date: 1.29.15 • ILLUMINATION WHITE LEDs i v 'Cr • POWER SUPPLY REMOTE HOUSED IN PAN rn�?' Childcare Centers o Sales Rep: Nathan Niemeyer • INDIVIDUALLY CLIP MOUNTED 1 1h" FROM FRONT OF PAN SIGN c o © LETTER SURROUND: 090"ALUMINUM — Drawn By: Ace Schlltznlcky FINISH P2(MATTE FINISH) - __ • © Drawing#• ASA15 0035 a • ELECTRICAL LOAD. 2.8 Amps @ 120V Revisions E ECTRICAL REQUIREMENT•E 20 Amp CIRCUIT @ 120V 1 3 18 15 REVISE LAYOUT AS SIGN LAYOUT 2 3.18.15 REVISE LAYOUT AS SCALE: 3/4" = 1 '-0" 3 3 19 15 REVISE LAYOUT AS �— / — — gli-j-\ii-G-- - E _ - go-(;-i- I Production Approval POWER SUPPLY 1j I Salesman Date. I I 'RETURNS TRIMCAP I Copyright i FACEII /---') /7[— F 1----P7 THIS RENDERING IS THE PROPERTY OF ACCENT SIGNS&AWNINGS ANY — BACK Y4"ACRYLIC fC0 / 23.6 sq ft REPRODUCTION OR EXHIBITION OF DRAWING IS STRICTLY PROHIBITED SOLVENT BONDED 2014 ACCENT SIGNS&AWNING.THIS RENDERING MAY NOT BE USED l l PLU TO BUILD AND/OR CONSTRUCT WHAT IS DEPICTED HEREIN WITHOUT (� go ,/ J C+ J / I THE EXPRESS WRITTEN CONSENT OF ACCENT SIGNS&AWNINGS i- = MIN 3/8"FASTENER k 150 POLYCARBONATE f—' L— 'i ( LEDS ',a Underwriters Laboratory 150 POLYCARBONATE U1 •« LL'Y �„ wens ligaltab k Malta d WtaYm6ou..•.. di.s.g__m ,. _•••• [oY•laui-piiYld rj_______—•— — 1 "du M"••&rnss..iv••8104 � ci � I • �� 1 Electrical FleertkoREVERSE LIT — REVERSE / FRONT LIT —L — � `��" � A"mh•••• �"'wind Iv a. ., , •o••• Mpdp,wM1wnr.l ad9md,d.a,s..bM SCALE: NTS E Page 7 of 8 NOTE: DIMENSIONS ARE ONLY ACCURATE WHEN PRINTED ON 11"x17" PAPER AT FULLSCALE DATE- I I LANDLORD APPROVAL: DATE I I CLIENT APPROVAL. _. ____ Awnings � ' S19nsf earl �Cqj SPECIFICATIONS n 0 404 ;„0,... FABRICATE & INSTALL (7) S/F ALUMINUM rsaa1as79 PARKING SIGNS WITH DIGITALLY PRINTED AND SIGN &AWNING DROPOFF SIGN - PLAN VIEW HP VINYL GRAPHICS SINCE1919 SCALE: 1" = 1'-0" © PANEL: 6015 Skyline Dc - Houston,Tx 77057 • FACES: '/a"ALUMINUM. FINISH: P1 Phone 713-780.1151 Fax 713.780.7518 vl ,a:c • DIGITALLY PRINTED LOGO AND V1 VINYL(DROP OFF ONLY) 1 -10 rs it ; r r1 • WELDED TO SQUARE TUBE SUPPORTSn x , - 1 -10 • BACKS, FINISH: P2 _ • SIGNS TO BE DIRECT BURIED i © SUPPORT: C 1fliPaN'$l, 11NG' 1/8" ALUM PLATE • 2" X 2" SQUARE TUBE SUPPORT FINISH. P2 t _ (TACK WELDED TO 2" I N dnrc amen ALUM SQ TUBE) 41* .-.: '' 6deitiaw�uyaPPB�Pur*Wilt to roerr,t. Drop off Onlyi Project Information FINISH SCHEDULE Job Name: CLA PAINT COLORS-SATIN FINISH C) P1.WHITE -2" X 3/16" WALL Location: 7750 Galpin Blvd al P2 DARK BRONZE z ALUM SQ TUBE City/state Chanhassen, MN DO'DIGITAL PRINT ON HP VINYL WITH UV OVERLAMINATE er i V1.HP BLACK VINYL Date: 1.29.15 APPROVED BY. c Sales Rep: Nathan Niemeyer M Drawn By: Ace Schlitznicky Drawing#: ASA15 0035 WELD _ X16II Revisions 4" AE— 1 3 18 15 REVISE LAYOUT AS 2 1/8" GRADE 2 3.18.15 REVISE LAYOUT AS r/z" 0 HOLE FOR BACK OF SIGN IL=1�1=11=1�1=III=L=11-1—III�r�1=i 3 3 19 15 REVISE LAYOUT AS 3/8" BOLT O A !I I=1 —i I I—III—III—III I I—I 1=Ti_1 �„ III_I�I=111=�=ill-III;,III,=„IIL_ 3/8” ALUM PLATE-- (WELDED TO 2" `r Production Approval ALUM SQ TUBE) ' 1 • OPTION#1 PLATE MOUNT ON CONCRETE Salesman Date CUT TUBING OFF BELOW PLATE, SECURE , { 1 PLATE USING 3/8" BOLTS WITH LEVELING I $i _ NUTS 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 SCALE: 3" = 11-0" FOUNDATION TO BE 8"O X 1'-4" DEEP ©2014 TOBUI DCAND/ORCONSTRUCT WHAT ISDEPCCENT SIGNS&AWNING THIS TIED EREINWING MAY NOT THOUTD PARKING SIGNS THE EXPRESS WRITTEN CONSENT OF ACCENT SIGNS&AWNINGS SCALE: 1 " = 1'-0" Underwriters Laboratory UL UpeeWµilnSgiew..M,akMa". Gra: io R.M-d r� a.w.waaca..r..Msld mds.neriraa.wwesa�saIw-is Elect,r..iMtcaaW*lAa..Lh_e.'M 6weRldwOMllAe Nay.Lriu ro U df a.w!mwa mewa5 d MvwR.-mel mI,n..1 mMww.n ro M gc.ileG 6,mbwa Page 8 of 8 NOTE: DIMENSIONS ARE ONLY ACCURATE WHEN PRINTED ON 11"x17" PAPER AT FULLSCALE DATE. I I LANDLORD APPROVAL. DATE. I I CLIENT APPROVAL. r R yt �> • - .'747>.x -A,411-,,,a,"---Y g r <� xt , yi fid 1#Y -,:'L..7"--,',-4.-11.,44;;-,,, 1h -%'i{t f ter "�. 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NONE HS ICiwea. PRELIMINARY PHOTOMETRIC PLAN C M�,Raw-EotsoN •'• Luminaire Schedule 6� '�"- - - --- _ _ - -- --- Number Lumens ht Lass 0 0 a --- -- - - _ _ Symbol Label Quantity Manufacturer Catalog Number Description Lamp Filename L19 Wattage -- _: ..� Imo.- - _ - - - _ Lamps u Lamp Per Factor 10877 WATSON ROAD �""`-'�`"` 0 -- .4-4-1=4 1 -_Set 15 COOPER XTOR2A-W7 WITH LUMARK CROSSTOUR LED 1 XTOR2A-Wi 142E861 1 21A ST LOUIS MO 63127 o.-....- -�.�__ - © I I ' - -- LIGHTING XTORFLD-XXX LUMINAIRE WITH FLOOD KIT XTORFLD.Ies PROJECT r 1 1 �'-..-� . I __ -r.--,� _ I I AB LUMARK 20W 5000K WITH SPECULAR MANAGERS - -m- _ --- �t REFLECTOR CLEAR LENS AND ALUMINUM HEATSINK. _= ==-...-5.---.- - Y _ -_ I I 8 COOPER SOS-42-CF-FR SOLAS SQUARE SCOOP BLACK ONE SYLVANIA , SQS-42-CF- 3200 1 45 - -- -- ------7. C==cam `- -�-- _ = INVUE LUMENS 42 WATTS --•:'- ---;= ti '-- -- _ 5 AMERICAN NAIL LA 4421 40W LED T3 5K 16-7/2'L.X 16-1/2°W X 33'H 1 AA-LA4421 3151.853 1 39.892. �1/ -- t --- PLATE LIGHTING LED POST TOP FIXTURE 35 SOOOK 40wLED T3-SK IL -- -^ =""•--'-• - �-` __ LEDS WITH TYPE 3 OPTICS 24605R01 IE , o. �.-a -^ '-� -` a _ __I _I _ AA S _ • 12 COOPER VTS-B05-LED.E1-SL4 VENTUS LED SITE LUMINAIRE(50 105 VIS-B05-LED-E1 106.3908 1 124 'A - --- +� _ LIGHTING LIGHTBARS WITH AccuLED SL4.ies W (/, 4.=------4:------ -� . ❑ McGRAW-EDISON OPTICS TYPE4 W/SPILL LIGHT \ /1/ Q ,,_ - _ CONTROL ABSOLUTE / L.I.. cps _�,I AR PHOTOMETRY IS BASED ON 0 w O CALIBRATION FACTORS CREATED 0 USING LAB LUMEN STANDARDS J I• " = - -- _`- - �4- IN STANCEGONIOPHOTOMETER WITH 7 LIJ 7,:,r41:::-, TEST DISTANCE OF 28.75 FEET -CD L Z s,.tua•mu r aW t _ ....Lorre y=" __ -..-_ Luminaire Locations Statistics Z 0 - �- INVUE 4p- --� No. Label X Location n Z MH Orientation Tilt X Aim z Description OS fc 33.3 fc 0.0fc Max/Min Avg/Min/AAvg/Max /� Z Symbol Avg Max fl 'au. -� v,,,�,f,(,,y �.�---� �� t�wm� 45453.5 15104.6 45453.5 15104.6 Outside CLA Property + 0.0 fc 0.3 fc 0.0 fc N/A N/A 0.0:1 /L/L/LLN1N1..,��JJ,..��11////��....,�.. w ---^- ..-� G.-- • 1 AA 3 5 1250 1250 180.00 0.00 3 5 0.00 Q w _. • :--- r _- - W 45426.6 151072 4542E6 151072 r, COCO Cor 1 1�.. _ 2 PA 1 1 12.50 72.50 180.00 0.00 1 1 0.00 _ I= - .'-- `-T 45398.4 15709.7 45398.4 15109.7 I Q j 3 AA 1 7 12.50 12.50 180.00 0.00 1 7 0.00 2 • -- -- �- 11.- -- t= - ,--..-...-=--.. 45555.8 15095.6 45555.8 15095.6 Q _AIN_- --�- - -_--- �_ - G__ 4 AA 2 7 1250 1250 185.18 0.00 2 7 0.00 .• Lam\ � ._ �- -- - I^--`- 455791 15093.6 45579.1 15093.6 /_` -- --� "' 1-r'� 5 AA 5 2 1250 12.50 182.95 0.00 5 2 0.00 /�/ /\ U ■} -� _- -±:.- _ _ .�_.___._- 4 AB 45625.2 150903.4 14.50 74.50 90.00 0.00 45605.2 15093.400.00 LI. LJ F � --- ----="'-- _---- 45608.6 15139.7 45608.6 15139.7 rw `^ 5 AB 12.50 72.50 90.00 0.00 04 2 .00 sous •_ \aa77\[ \_/ .-.r !�` _ 6 AB 12.50 12.50 90.00 0.00 0.00 JJ _ c - 4 2 -• 5812.7 5185.0 5612.7 5185E 5 9 5 9 e,m_ ti. ; e ..-_,-_-.:_-__=---.. - _- -- 7 AB 5647 7 152275.8 14.50 14.50 90.00 0.00 4564]1 15225.8 0.00 -�.-- -.... -. -- _ 8 45614.4 15229 1 14 50 14 50 000 0.00 45614.4 15229,, "n'- -� •- __- .-+-�- _._-__.. 0.00 -_ •••r t^ 3 23 2 _ `_ 45575.0 152317 45575.0 15231.7, .4'[_ 9 AB 0 4 12.50 12.50 0.00 0.00 0 40.00 iT-t- 'iz,i so•+m MAR wNrnaR.0 areae -�.a TAT- : ▪ - - 45535.7 15236.2 45535.7 15236.2 �� TAT- 10 AB 4 i 14.50 14.50 0.00 0.00 4 1 0.00 45513.0 15175.6 45513.0 15775.6 0 _- -. - =i.- - i� ..�� G--,-W,--.- -,a 11 AB 6 6 17.00 17.00 0.00 0.00 6 6 0.00 + 455051.5 15239.2 455051.5 152389.2 it... LUMARK -- 12 AB 3 14.50 74.50 0.00 0.00 0.00 =.1;-:=-11.:---'-7--::.., ^-^ '�'�""' 13 AB 45461.9 15242.3 12.50 12.50 0.00 0.00 45461.9 15242.3 0 W •� -'- ��: --- -- `- •J YE{" �"-'� 14 AB 45440.8 15226.6 12.50 12.50 0.00 0.00 45440.8 15246.6 am ` _- - 45372.7 15250.8 45372.7 15250.8 15 AB 3 8 14.50 14.50 0.00 0.00 3 0 0.00 - _�'� 45366.5 15212.7 45366.5 15212.7 N � r 16 AB 5 3 12.50 12.50 270.00 0.00 5 3 0.00 C = =yM =^ a^ ' 45362.7 15770.6 45362.7 15170.6 �� u„-- '- -.:r--.:��ni[o �.- -� 17 AB 7 9 12.50 72.50 270.00 0.00 7 90.00 \ ....,-„___.,.....: .__,..=__... - �_��- 45357,5 15115.6 45357.5 15,15.6 • -- _ _ L""'--" r,- ,�-.-.4�� 18 AB 5 9 14.50 14.50 270.00 0.00 5 9 0.00 Zr."--- 45212.5 15169 1 45213.7 15164.0 1 5 5 25.00 25.00 95.00 0.00 9 4 0.00 ry ab 45501.4 15314 1 45501.6 15315.3a ....'.3 2 AR 5 2 25.00 25.00 10.00 0.00 5 5 0.00 45646.9 15301.5 456471 15302.7 'whops ,�-- ___.._--� 1"..-___ 3 AR 0.00 ///------yyy- 45779.6 ,524„ 45778.5 ,524,.5 , AR FIXTURE DETAIL ( r• � � 4 AR 9 0 25.00 25.00 290.00 0.00 2 3 0.00 I �1 Ii� -- -•- ---`-' -- 45748.2 15134.5 45746.9 15134.5 Rosc0LE IL`tIIl I 5 AR 7 25.00 25.00 270.00 0.00 6 7 0.00 50.2 W 45558.2 15034.1 45558.4 15035.3 I' 6 AR 2 25.00 25.00 10.00 0.00 4 4 0.00 8 •"-""'- 45428.2 15046.1 45428.4 15047.3 ' fes_ .r � -s'-� -✓� 7 AR 2 0 25.00 25.00 10.00 0.00 4 3 0.00 453,1.6 15057.0 45317.9 15058.3 8 AR 8 7 25.00 25.00 10.00 0.00 0 0.00 45405.6 15439.3 45405.9 15438.1 'ti 9 AR 5 25.00 25.00 165.00 0.00 9 0.00 m 45327.5 15299.9 45322.3 15299.0 - 10 AR 5 7 25.00 25.00 140.00 0.00 6 0.00 45828.1 16376.2 45827.0 15375.8 11 AR 5 5 25.00 25.00 250.00 0.00 0 4 0.00 12 AR 45688.8 10560.6 25.00 25.00 325.00 0.00 45688 1 15051.6 2 0 4 0.00 Z 45526.3 15075.2 45526.3 15075.2 , VS 1 9 2.00 2.W 141.45 0.00 7 9 0.00 45525.0 15076.8 45525.0 15076.8 1 2 YS 5 5 2.00 2.00 320.92 0.00 5 5 0.00 45511 7 15068.7 45511 7 15068.7 3 TO 0 0 2.00 2.00 169.88 0.00 0 0 0.00 45511.3 15070.6 45511.3 15070.6 4 TO 7 7 2.00 2.00 349.88 0.00 7 7 0.00 45495.7 15070.0 45495.7 15070.0 5 YS 5 1 2.00 2.00 199 78 0.00 5 0.00 45496.4 15071.9 45496.4 15071.9 6 YS 0 2.00 2.00 19.23 0.00 1 0 0.00 45482.4 15078.9 45482.4 15078.9 7 Y5 2.00 2.00 22799 2 0 0.00 2 0 0.00 45483.9 15080.2 45483.9 15080.2 8 YS i 3 2.00 2.00 48.31 0.00 3 0.00 PROFESSIONAL OF RECORD ten, 915494 ., NONE Oraom HS I.e.. E0.2 PRELIMINARY PHOTOMETRIC PLAN INFO