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Home My WebLink AboutItem 09 Date: Item No. LAKEVILLE POINTE PRELIMINARY PLAT AND CUP Proposed Action Staff recommends adoption of the following motion: Move to approve: 1) a resolution approving the Lakeville Pointe preliminary plat, and 2) a conditional use permit to allow a multiple family dwelling with a building height greater than 35 feet and adopt the findings of fact. Overview R.E.C., Inc. (dba Ron Clark Construction) representatives are requesting approval of the Lakeville Pointe preliminary plat and conditional use permit (CUP) to allow the construction of a 49-unit apartment building with underground parking and a height greater than 35 feet on a 3.26 acre lot located east of Kenwood Trail (CSAH 50) at Jurel Way. The subject property, which is Outlot B of the Raven Lake Third Addition plat, is zoned O-R, Office/Residential Transition District. Multiple family dwellings are allowed by CUP in the O-R District. A CUP is also required for building height greater than 35 feet. The Planning Commission held a public hearing on the Lakeville Pointe preliminary plat and CUP at their June 2, 2016 meeting and unanimously recommended approval. There was no public comment. The Parks, Recreation and Natural Resources Committee recommended unanimous approval of the preliminary plat at their June 1, 2016 meeting. The developer hosted a neighborhood meeting on May 10, 2016 and approximately five neighboring residents attended. Primary Issues to Consider • Does the proposed apartment building meet the performance standards of the Zoning Ordinance? Supporting Information • Staff analysis of Primary Issue • Preliminary Plat Resolution • CUP Form • CUP Findings of Fact • June 2, 2016 draft Planning Commission meeting minutes • June 1, 2016 draft Parks, Recreation and Natural Resources Committee meeting minutes • May 26, 2016 planning and engineering reports Financial Impact: $ Budgeted: Y☐ N☐ Source: Related Documents: (CIP, ERP, etc.): Envision Lakeville Community Values: A Home for All Ages and Stages of Life Report Completed by: Daryl Morey, Planning Director June 20, 2016 Zoning and Subdivision Ordinances 2 Primary Issues to Consider • Does the proposed apartment building meet the performance standards of the Zoning Ordinance? The three-story apartment building has a proposed height of 42 feet, as defined by the Zoning Ordinance, which exceeds the requirements of the O-R District unless a conditional use permit is approved and additional side and rear yard setbacks are met. Even though the building is only three stories, it exceeds the 35 foot height requirement because it has a pitched roof and because of the change in grades on the subject property. The building will meet the additional setbacks required by the CUP and it will be well screened from the single family homes to the south and east by existing and proposed trees. The proposed apartment building will provide 102 off-street parking spaces, including 62 underground spaces and 40 surface spaces. The plans show proof-of-parking for an additional 23 spaces, which would meet the current Zoning Ordinance requirement of 2.5 parking spaces per multiple family dwelling unit, or 123 total spaces. The City Council discussed multiple family development zoning and performance standards at work sessions held on March 28 and April 11, 2016 and directed staff to research possible changes to the performance standards related to parking, building height, and minimum lot area per unit. The City’s planning consultant has conducted preliminary research on these performance standards, which will be brought back to the City Council for discussion at a future work session and a possible amendment to the Zoning Ordinance. A stipulation of the conditional use permit is that the Lakeville Pointe development meet the parking requirements of the Zoning Ordinance at the time of final plat approval. CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA RESOLUTION NO. 16-_____ RESOLUTION APPROVING THE PRELIMINARY PLAT OF LAKEVILLE POINTE WHEREAS, R.E.C., Inc. (dba Ron Clark Construction) has requested approval of the preliminary plat of one multiple family lot to be known as Lakeville Pointe, legally described as follows: Outlot B, Raven Lake Third Addition WHEREAS, the Planning Commission held a public hearing at their June 2, 2016 meeting, preceded by notice as required by the Subdivision Ordinance; and WHEREAS, the Planning Commission and the Parks, Recreation and Natural Resources Committee unanimously recommended approval of the preliminary plat; and WHEREAS, the preliminary plat is acceptable to the City; NOW THEREFORE BE IT RESOLVED by the Lakeville City Council: The Lakeville Pointe preliminary plat is approved subject to the following conditions: 1. Access onto Kenwood Trail (CSAH 50) is subject to review and approval of the City Engineer and Dakota County. 2. Park dedication requirements will be satisfied as a cash fee in lieu of land based on the fee schedule in effect at the time of final plat approval. 3. All grading, storm water management, and tree preservation plans are subject to review and approval of the City Engineer. 4. All wetland plans are subject to review and approval of the City Engineer and Environmental Resources Manager. 2 5. All utility plans are subject to review and approval of the City Engineer. 6. All easements are subject to review and approval of the City Engineer. ADOPTED by the Lakeville City Council this 20th day of June 2016 CITY OF LAKEVILLE Matt Little, Mayor ATTEST: _______________________ Charlene Friedges, City Clerk (Reserved for Dakota County Recording Information) CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CONDITIONAL USE PERMIT NO. ______ 1. Permit. Subject to the terms and conditions set forth herein, the City of Lakeville hereby grants a conditional use permit to R.E.C., Inc. (dba Ron Clark Construction) to allow the construction of a 49-unit multiple family dwelling with a building height greater than 35 feet in the O-R, Office/Residential Transition District in conjunction with the preliminary plat of Lakeville Pointe. 2. Property. The permit is for the following described property in the City of Lakeville, Dakota County, Minnesota: Outlot B, Raven Lake Third Addition 3. Conditions. This conditional use permit is issued subject to the following: A. The site plan shall provide for construction of off-street parking stalls as required by Section 11-19 of the Zoning Ordinance at the time of approval of the Lakeville Pointe final plat. B. Landscaping shall be installed consistent with the approved plans. C. The setback requirements of Section 11-17-7.E.4 shall be met. 2 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If, within two years of the issuance of this conditional use permit, construction of the multiple family building allowed by this permit has not commenced, this permit shall lapse. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. DATED: June 20, 2016 CITY OF LAKEVILLE BY: ________________________ Matt Little, Mayor BY: ________________________ Charlene Friedges, City Clerk STATE OF MINNESOTA ) ( COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this 20th day of June, 2016, by Matt Little, Mayor and by Charlene Friedges, City Clerk of the City of Lakeville, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. _______________________ Notary Public DRAFTED BY: City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA LAKEVILLE POINTE CONDITIONAL USE PERMIT FINDINGS OF FACT AND DECISION On June 2, 2016, the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of Ron Clark Construction & Design for a conditional use permit to allow a multiple family dwelling within the O-R District in accordance with Section 11-70-7.J of the Zoning Ordinance and principal building height greater than that allowed in the O-R District in accordance with Section 11-17-7.E of the Zoning Ordinance. The Planning Commission conducted a public hearing on the conditional use permit application preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. FINDINGS OF FACT 1. The subject property is located in Comprehensive Planning Districts 1 and 2, which guides the property for Office/Residential Transition. 2. The subject site is zoned O-R, Office/Residential Transition District. 3. The proposed legal description of the property is Lot 1, Block 1, Lakeville Pointe. 4. Chapter 4 of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria 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. Finding: The subject site is guided by the Comprehensive Plan for development as Office/Residential Transition. This land use category anticipates development of neighborhood oriented retail or service businesses, low intensity offices, or conditional allowance of medium to high density residential uses. The proposed land use is consistent with the Comprehensive Plan. b. The proposed use is or will be compatible with present and future land uses of the area. Finding: The proposed multiple family development will serve as a desirable land use transition between CSAH 50 and the commercial properties to the north and the single family dwellings to the east and south. The subject site is physically separated from the adjacent single family neighborhood by a large Manage 2 wetland to the east of the subject site that will be final platted in an outlot deeded to the City as part of the Raven Lake Third Addition final plat. c. The proposed use conforms to all performance standards contained in the Zoning Ordinance and the City Code. 2 Finding: The proposed use complies with all applicable performance standards established by the Zoning Ordinance and City Code. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The subject site is located within the Municipal Urban Service Area and the proposed use can be accommodated by existing public services, including sanitary sewer and water utilities, and will not overburden the City’s service capacity. e. Traffic generated by the proposed use is within capabilities of streets serving the property. Finding: The subject site is accessed by Kenwood Trail (CSAH 50), which is designated as an A-Minor Expander (arterial) roadway by the 2008 Lakeville Comprehensive Plan. Kenwood Trail, with improvements constructed by the developer as a condition of approval, has adequate capacity to serve the proposed use. 5. The report dated 26 May 2016 prepared by The Planning Company LLC is incorporated herein. DECISION The City Council approves the conditional use permit in the form attached thereto. DATED: June 20, 2016 CITY OF LAKEVILLE BY: __________________________ Matt Little, Mayor BY: __________________________ Charlene Friedges, City Clerk MEMORANDUM TO: Daryl Morey FROM: D. Daniel Licht, AICP DATE: 26 May 2016 RE: Lakeville – Lakeville Pointe TPC FILE: 135.01 BACKGROUND Ron Clark Construction & Design has submitted plans for a three story multiple family building with 49 dwelling units to be developed on a 3.11 acre lot located at the northeast quadrant of Kenwood Trail (CSAH 50) and 185th Street (CSAH 60). The subject site is part of a larger 8.8 acre site that is in the process of being final platted as Raven Lake Third Addition, which includes the subject site as an outlot and two single family lots to be developed subject to RS-2 District zoning requirements. Consideration of the proposed Lakeville Pointe development requires consideration of application for preliminary plat and a conditional use permit for multiple family dwellings within an O-R District and building height greater than 35 feet. Exhibits: A. Site Location B. Zoning Map C. Existing Conditions D. Adjacent Parcels Map E. Preliminary Plat F. Site Plan (2 pages) G. Preliminary Grading Plan H. Preliminary Erosion Control Plan (2 pages) I. Preliminary Utility Plan J. Planting Plan K. Tree Preservation Plan L. Comprehensive Screening Plan 2 M. Site Access/Signage Plan N. Lighting Plan O. Floor/Unit Plans (5 pages) P. Exterior Elevations (2 pages) Q. Dakota County Plat Commission Letter ANALYSIS Comprehensive Plan. The subject site is guided by the Comprehensive Plan for development as Office/Residential Transition. This land use category anticipates development of neighborhood oriented retail or service businesses, low intensity offices, or conditional allowance of medium to high density residential uses. The proposed land use is consistent with the Comprehensive Plan. Zoning. The subject site is zoned O-R, Office/Residential Transition District. Multiple family dwellings are allowed within the O-R District with approval of a CUP in accordance with Section 11-70-7.J of the Zoning Ordinance and subject to the performance standards of the RH-1 District. Draft findings of fact have been prepared for consideration by the Planning Commission regarding the criteria for approval of a conditional use permit outlined in Section 11-4-3.E of the Zoning Ordinance. Surrounding Uses. The table below illustrates existing and planned land uses surrounding the subject site. The proposed multiple family development will serve as a desirable land use transition between CSAH 50 and the commercial properties to the north and the single family dwellings to the east and south. The subject site is physically separated from the adjacent single family neighborhood by a large Manage 2 wetland to the east of the subject site that will be final platted in an outlot deeded to the City as part of the Raven Lake 3rd Addition final plat. In addition, there will be no vehicle or pedestrian access between the subject site and the adjacent single family neighborhood. Direction Land Use Plan Zoning Map Existing Use North Commercial PUD District Retail/Office/Convenience food East LD Residential RS-2 District Raven Lake 3rd Add. (SF) Single family South LD Residential RS-2 District Single family West HD Residential Restricted RH-1 District Southfork Village Apartments CSAH 50, Wetland Building Materials. Section 11-61-19.B of the Zoning Ordinance requires multiple family buildings to have the total exterior materials of all elevations consist of a minimum 50 percent brick, stucco, or stone. The submitted plans include a schedule of exterior materials used for each elevation of the proposed building. Three of the four elevations exceed 50 percent brick 3 material and brick or stucco is used for 51 percent of the area of all of the building elevations, exceeding the requirements of the Zoning Ordinance. Building Height. Buildings within the O-R District are limited to three stories or 35 feet, whichever is less. The proposed building is three stories with a pitched roof. Because of the change in grade between the east and west elevations, the average height of the building, measured to the mid-point of the pitched roof as defined by the Zoning Ordinance, is 42 feet. Section 11-17-7.E of the Zoning Ordinance allows increases in height above the district limit subject to approval of a conditional use permit and provision of an additional five foot setback from side and rear lot lines for each additional story. The site plan provides that the proposed building is setback an additional five feet from the north, east, and south property lines consistent with the requirement for the additional building height. The developer has provided a site section drawing illustrating the elevation of the proposed building relative to surrounding uses. From Jaguar Path in the adjacent single family neighborhood to the east, the third story and roof of the building would be visible but for existing mature vegetation east of the subject site. Unit Design. The proposed building includes the following dwelling units, more than 80 percent of which are two and three bedroom units with an average of 2.1 bedrooms per dwelling unit within the overall building. The floor area of the individual units complies with the requirements of Section 11-17-13.B of the Zoning Ordinance: Unit Number Of Units % of Total Min. Area Min. Area Required 1 Bedroom 9 18% 740sf. 700sf. 2 Bedroom 26 53% 952sf. 800sf. 3 Bedroom 14 29% 1,215sf. 880sf. Landscape Plan. The development includes a detailed landscape plan for the perimeter of the building and front entry. The landscaping at the north, east and west sides of the building includes significant numbers of evergreen trees to provide for year-round screening of the principal building, with shade trees for additional coverage and variety. The landscape plan specifies the sizes and quantities of all proposed plantings, which comply with Section 11-21- 9.C of the Zoning Ordinance. Lot Area. Lots within the O-R District must be a minimum of 20,000 square feet. Additionally, multiple family uses must provide 2,500 square feet of lot area per dwelling unit as required by Section 11-61-13.B.2 of the Zoning Ordinance. With 49 multiple family dwelling units, the minimum lot area required for the proposed development is 122,500 square feet or 2.81 acres. The subject site is 135,236 square feet or 3.11 acres, which exceeds the minimum lot area requirements of the Zoning Ordinance. 4 Lot Width. Lots within the O-R District must be a minimum width of 100 feet measured at the front setback line. The subject site is 500 feet wide and complies with the requirements of the Zoning Ordinance. Setbacks. The table below outlines setback requirements of the RH-1 District applicable to the subject site for development of a multiple family use: Kenwood Tr. North East South Parking ROW Side/Rear Required 50ft. 30ft. 30ft. 30ft. 15ft. 5ft. Proposed 60ft. 35ft. 35ft. 35ft. 15ft. 40ft. Access. The subject site has one access to Kenwood Trail (CSAH 50), which is classified as an A- Minor Expander (arterial) roadway by the 2008 Lakeville Comprehensive Plan. Section 11-19- 7.I.6 of the Zoning Ordinance does not allow direct access to minor arterial streets for multiple family uses unless approved by the City Engineer. The access to Kenwood Trail (CSAH 50) is appropriate (and necessary) as the subject site has no other alternative access available due to existing adjacent development and physical constraints. The preliminary plat plans include additional right-of-way dedication for CSAH 50 as well as construction of a dedicated right turn lane into the subject site from Kenwood Trail (CSAH 50). The design and location of the proposed access to Kenwood Trail (CSAH 50) is subject to review and approval of the City Engineer and Dakota County. Off-Street Parking. Section 11-19-9 of the Zoning Ordinance requires multiple family uses to provide 2.5 off-street parking stalls per dwelling unit. With 49 dwelling units, the subject site must include 123 off-street parking stalls. The submitted building and site plans provide for 62 enclosed parking stalls under the principal building accessed from the south elevation. There are also 40 surface parking stalls west of the principal building. The 102 off-street parking stalls are less than 123 stalls required to be constructed. The site plan illustrates an additional 23 parking stalls as proof-of-parking stalls. However, Section 11-19-7.J of the Zoning Ordinance only allows deferment of required parking for commercial, industrial, and institutional uses. The site plan will need to be revised to provide for construction of the number of parking stalls as required by the Zoning Ordinance for the proposed multiple family dwellings prior to issuance of a building permit. Section 11-19-7.I.1 of the Zoning Ordinance requires off-street parking stalls to be nine feet wide and 20 feet deep, although a two foot overhang is allowed for parking rows adjacent to a curb, accessed by 24 foot wide drive aisles. The surface off-street parking stalls and drive aisles are shown on the site plan as complying with the dimension requirements of the Zoning Ordinance. The parking area is shown to be surfaced with asphalt and surrounded by perimeter concrete curb as required by Section 11-19-7.I.12 and 15 of the Zoning Ordinance. The design and construction of the parking stalls and drive aisles is subject to review and approval of the City Engineer. 5 Section 11-19-7.I.3 of the Zoning Ordinance allows enclosed parking stalls so designed to meet the requirements for the number of off-street parking required by the Zoning Ordinance. The interior parking stalls are nine feet wide and 18 feet deep accessed by a 24 foot wide drive aisle and Sheet L5.1 includes a detail showing access to the parking stalls by a typical passenger car. The dimensions of the interior parking stalls are appropriate given that the interior parking area is assigned stalls controlled by management, there are no environmental conditions such as snow or pooled water to maneuver around, and there will be at least one exterior stall per dwelling unit to accommodate larger vehicles tenants may own. The developer provided information from other multiple family buildings they have constructed with interior parking stalls having the same dimension and the City has also allowed similar dimensions for interior parking facilities in PUD districts without any known issues. Exterior Lighting. The submitted application includes an exterior lighting plan illustrating the type, location, and illumination pattern for all exterior lighting fixtures to be installed on the subject site. All of the exterior fixtures are shown to have a 90 degree horizontal cutoff to comply with Section 11-16-17.B.1 of the Zoning Ordinance to prevent light from being cast at adjacent properties or public streets. Section 11-16-17.A of the Zoning Ordinance limits intensity of lighting to 1.0 foot candle onto a public street or at the property line. The photometric plan indicates that the lighting levels at the north, east, and south property lines as zero and less than one-foot candle at Kenwood Trail (CSAH 50). Trash. The submitted floor plans indicate a trash storage room on the garage level at the center of the building. Access will require moving the containers to the garage entrance at the south elevation of the building, but the trash room satisfies the requirements of the Zoning Ordinance for indoor storage. Signs. The site plan and architectural detail sheets indicate a monument sign is to be placed adjacent to the north side of the access from Kenwood Trail. The proposed sign area is 30 square feet and the height of the sign is 5.25 feet above grade, which complies with the sign allowances for the O-R District set forth in Section 11-23-19.C of the Zoning Ordinance. The proposed sign is setback 19 feet from the front property line, which exceeds the 15 feet required by Section 11-23-21 of the Zoning Ordinance. Park Dedication. A concrete sidewalk adjacent to the subject site along Kenwood Trail (CSAH 50) has been constructed as part of the recent Dakota County roadway improvement project. No land is to be dedicated to the City for parks and trails purposes as part of the preliminary and final plat of the subject site as no acquisitions are identified by the 2015 Parks, Trails and Open Space Plan. Park dedication requirements will be satisfied as a cash fee in lieu of land based on the fee schedule in effect at the time of final plat approval. Grading Plan. The submitted application includes grading, drainage and erosion control plans. The developer has also submitted a survey of existing trees within the proposed construction limits for the development. All grading, storm water management, and tree preservation issues are subject to review and approval of the City Engineer. 6 Wetlands. Two small wetlands adjacent to Kenwood Trail are also on the grading plan. Both will be impacted by the proposed development. All wetlands and wetland impacts are subject to review and approval of the City Engineer and Environmental Resources Manager. Utility Plan. The submitted application includes utility plans for connection to sanitary sewer and water utilities. All utility issues are subject to review and approval of the City Engineer. Easements. Section 11-4-4.A of the Subdivision Ordinance requires establishment of 10 foot wide drainage and utility easements at the perimeter of all proposed lots, which may overlay side lot lines. Easements as required by the Subdivision Ordinance are shown on the preliminary plat. All drainage and utility easements are to be subject to review and approval of the City Engineer. Outlots. The preliminary plat of Lakeville Pointe includes no outlots. CONCLUSION The proposed preliminary plat and conditional use permit for the development of a multiple family dwelling on Lot 1, Block 1, Lakeville Pointe Addition is consistent with the Comprehensive Plan and complies with the requirements of the Zoning Ordinance and Subdivision Ordinance. Our office recommends approval of the requested applications subject to the following conditions: 1. Access onto Kenwood Trail (CSAH 50) is subject to review and approval of the City Engineer and Dakota County. 2. The site plan shall provide for construction of off-street parking stalls as required by Section 11-19 of the Zoning Ordinance. 3. Landscaping shall be installed consistent with the approved plans. 4. Park dedication requirements will be satisfied as a cash fee in lieu of land based on the fee schedule in effect at the time of final plat approval. 5. All grading, storm water management, and tree preservation issues are subject to review and approval of the City Engineer. 6. All wetland issues are subject to review and approval of the City Engineer and Environmental Resources Manager. 7. All utility issues are subject to review and approval of the City Engineer. 7 8. All easements shall be subject to review and approval of the City Engineer. c. Justin Miller, City Administrator Zachary Johnson, City Engineer John Hennen, Parks and Recreation Director Roger Knutson, City Attorney David Olson, Community and Economic Development Director ±Lakeville Pointe Preliminary Plat Conditional Use Permit City of Lakeville Aerial Map LAKEVILLE POINTE BUILDING SITE K E N W O O D T R A I L ( C S A H 5 0 ) J UR E L W A Y JUREL CT J A G U A R P A T H EXHIBIT A ± City of LakevilleLocation Map Lakeville Pointe Conditional Use Permit PUD RH-1 RS-2 RS-2 RS-2 RH-1 P/OS P/OS P/OS LAKEVILLEPOINTE RST-1 K E N W O O D T R A I L ( C S A H 5 0 ) JAVELIN CT PUD J A R L C T P/OS RH-1 EXHIBIT B KENWOOD TRAIL (C.S.A.H. NO. 50) P r o j e c t L o c a t i o n D a t e S u b m i t t a l / R e v i s i o n N o . C e r t i f i c a t i o n S h e e t T i t l e S u m m a r y R e v i s i o n H i s t o r y S h e e t N o . R e v i s i o n P r o j e c t N o . B y D e s i g n e d : D r a w n : A p p r o v e d : B o o k / P a g e : P h a s e : I n i t i a l I s s u e : C l i e n t R O N C L A R K L A K E V I L L E P O I N T E D S J T A D S X X / X X P R E L I M I N A R Y 0 4 / 1 5 / 1 6 R C C 2 0 5 3 0 P R E L I M I N A R Y A 0 5 / 1 7 / 1 6 N R H P E R S T A F F C O M M E N T S 1 . S U B J E C T P R O P E R T I E S A D D R E S S E S A N D P R O P E R T Y I D E N T I F I C A T I O N N U M B E R S A R E A S F O L L O W E D : T H A T P A R T O F S E C T I O N 1 3 : U N A S S I G N E D A D D R E S S , L A K E V I L L E , M N 5 5 0 4 4 , I T S P I D I S 2 2 - 1 1 8 5 0 - 0 0 - 3 8 0 L O T 3 8 , A R G O N N E F A R M S : 1 8 0 3 0 K E N W O O D T R A I L , L A K E V I L L E , M N 5 5 0 4 4 , I T S P I D I S 2 2 - 0 1 3 0 0 - 0 1 - 0 1 0 2 . T H E T O T A L G R O S S A R E A O F T H E S U B J E C T P R O P E R T Y I S 8 . 7 9 7 A C R E S O R 3 8 3 , 1 9 6 S Q U A R E F E E T . T H A T P A R T O F S E C T I O N 1 3 : G R O S S - 2 1 8 , 2 8 5 S Q F T - 5 . 0 1 1 A C R / W - 3 0 , 9 2 8 S Q F T - 0 . 7 1 0 A C W E T - 3 4 , 4 2 5 S Q F T - 0 . 7 9 0 A C N E T - 1 5 2 , 9 3 2 S Q F T - 3 . 5 1 1 A C L O T 3 8 , A R G O N N E F A R M S : G R O S S - 1 6 4 , 9 1 1 S Q F T - 3 . 7 8 6 A C R / W - 8 , 9 5 8 S Q F T - 0 . 2 0 6 A C W E T - 5 , 8 5 1 S Q F T - 0 . 1 3 4 A C N E T - 1 5 0 , 1 0 2 S Q F T - 3 . 4 4 6 A C T O T A L : G R O S S - 3 8 3 , 1 9 6 S Q F T - 3 . 7 8 6 A C R / W - 3 9 , 8 8 6 S Q F T - 0 . 9 1 6 A C W E T - 4 0 , 2 7 6 S Q F T - 0 . 9 2 5 A C N E T - 3 0 3 , 0 3 4 S Q F T - 6 . 9 5 7 A C 3 . T H E S U B J E C T P R O P E R T Y I S Z O N E D O - R ( O F F I C E / R E S I D E N T I A L T R A N S I T I O N D I S T R I C T ) A N D R S - 2 ( S I N G L E F A M I L Y R E S I D E N T I A L D I S T R I C T ) , P E R T H E C I T Y O F L A K E V I L L E ' S Z O N I N G M A P D A T E D A U G U S T 2 0 1 4 . 4 . T H E R E A R E N O B U I L D I N G S O N T H E S U B J E C T P R O P E R T Y . B e g i n n i n g a t t h e N o r t h e a s t c o r n e r o f S e c t i o n T h i r t e e n ( 1 3 ) , T o w n s h i p O n e h u n d r e d a n d f o u r t e e n ( 1 1 4 ) , R a n g e T w e n t y - o n e ( 2 1 ) , t h e n c e S o u t h a l o n g t h e E a s t l i n e o f s a i d S e c t i o n T h i r t e e n ( 1 3 ) , T w o h u n d r e d n i n e t y - t h r e e a n d s i x - t e n t h s ( 2 9 3 . 6 ) f e e t , t h e n c e W e s t a t r i g h t a n g l e s S i x h u n d r e d a n d s e v e n t y - f o u r ( 6 7 4 ) f e e t t o t h e c e n t e r l i n e o f L y n d a l e A v e n u e P a v e m e n t , t h e n c e N o r t h a l o n g t h e c e n t e r l i n e o f s a i d L y n d a l e A v e n u e p a v e m e n t , t h r e e h u n d r e d t w e n t y - e i g h t a n d s e v e n - t e n t h s ( 3 2 8 . 7 ) f e e t t o t h e N o r t h l i n e o f S e c t i o n T h i r t e e n ( 1 3 ) , t h e n c e E a s t E i g h t h u n d r e d f o u r t e e n a n d f o u r - t e n t h s ( 8 1 4 . 4 ) f e e t t o t h e p o i n t o f b e g i n n i n g , c o n t a i n i n g F i v e ( 5 ) a c r e s , m o r e o r l e s s a c c o r d i n g t o t h e G o v e r n m e n t s u r v e y t h e r e o f , D a k o t a C o u n t y , M i n n e s o t a . B e i n g r e g i s t e r e d a s i s e v i d e n c e d b y C e r t i f i c a t e o f T i t l e N o . 7 5 1 4 . L o t T h i r t y E i g h t ( 3 8 ) , A r g o n n e F a r m s , t h e s a m e b e i n g a p a r t o f t h e S o u t h t h r e e - f o u r t h s ( S 3 / 4 ) o f S e c t i o n T w e l v e ( 1 2 ) , T o w n s h i p O n e H u n d r e d F o u r t e e n ( 1 1 4 ) , R a n g e T w e n t y o n e l y i n g e a s t o f t h e L y n d a l e A v e ( H i g h w a y ) p a v e m e n t , a c c o r d i n g t o t h e p l a t t h e r e o f n o w o n f i l e a n d o f r e c o r d i n t h e o f f i c e o f t h e R e g i s t e r o f D e e d s w i t h i n a n d f o r t h e a f o r e s a i d C o u n t y a n d S t a t e , D a k o t a C o u n t y , M i n n e s o t a , s u b j e c t t o r e s t r i c t i o n s a s f o l l o w s : T h a t a l l b u i l d i n g o n s a i d p r e m i s e s s h a l l b e a n d a r e h e r e b y c o n s i d e r e d p a r t o f t h e r e a l t y w h e t h e r a t t a c h e d t o s a i d r e a l t y o r n o t . T h a t s a i d p r o p e r t y i s s o l d s o l e l y f o r r e s i d e n t i a l a n d a g r i c u l t u r a l p u r p o s e s , a n d f o r n o o t h e r p u r p o s e s . B e i n g r e g i s t e r e d a s i s e v i d e n c e d b y C e r t i f i c a t e o f T i t l e N o . 2 4 2 5 . 1 . T H E B E A R I N G S Y S T E M I S B A S E D O N T H E D A K O T A C O U N T Y C O O R D I N A T E S Y S T E M , N A D 8 3 ( 1 9 8 6 A D J U S T ) . W I T H A N A S S U M E D B E A R I N G O F N O R T H 0 0 D E G R E E S 2 6 M I N U T E S 5 8 S E C O N D S W E S T F O R T H E E A S T L I N E O F T H E N O R T H E A S T Q U A R T E R , S E C T I O N 1 3 , T O W N S H I P 1 1 4 , R A N G E 2 1 . 2 . F I E L D W O R K W A S C O M P L E T E D O N 0 4 / 1 1 / 2 0 1 6 . A D D I T I O N A L F I E L D W O R K W A S O B T A I N E D F R O M A L L I A N T E N G I N E E R I N G , I N C . D A T E D 0 7 / 1 5 / 2 0 0 9 . 3 . T H E P R O P E R T Y L I E S I N F L O O D P L A I N H A Z A R D Z O N E X ( A R E A S D E T E R M I N E D T O B E O U T S I D E T H E 0 . 2 % A N N U A L C H A N C E F L O O D I N G ) A C C O R D I N G T O T H E F E D E R A L E M E R G E N C Y M A N A G E M E N T A G E N C Y F L O O D I N S U R A N C E R A T E M A P C O M M U N I T Y P A N E L N O . 2 7 0 3 7 C 0 1 8 4 E D A T E D D E C E M B E R 2 , 2 0 1 1 . F O U N D M O N U M E N T S E T M O N U M E N T M A R K E D L S 2 1 7 2 9 E L E C T R I C M E T E R L I G H T S A N I T A R Y S E W E R S T O R M S E W E R W A T E R M A I N F L A R E D E N D S E C T I O N E L E C T R I C T R A N S F O R M E R S I G N T E L E P H O N E P E D E S T A L G A S M E T E R E A S E M E N T L I N E B U I L D I N G L I N E C O N C R E T E C U R B B I T U M I N O U S S U R F A C E C O N C R E T E S U R F A C E O V E R H E A D E L E C T R I C C H A I N L I N K F E N C E W I R E F E N C E 1 . T H E V E R T I C A L D A T U M I S B A S E D O N N A V D 8 8 . T H E O R I G I N A T I N G B E N C H M A R K I S 1 9 8 0 K 1 , I S F R O M T H E M N D O T G E O D E T I C D A T A B A S E B E N C H M A R K # 1 T N H . E L E V . = 1 1 0 2 . 4 1 B E N C H M A R K # 2 T N H . E L E V . = 1 1 0 0 . 9 1 L E G E N D D E S C R I P T I O N P R O P E R T Y S U M M A R Y B E N C H M A R K S F O U N D C I M F O U N D R / W M O N . E L E C . P A N E L C O M M . P E D 0 S C A L E I N F E E T 5 0 1 0 0 T R A F F I C M A R K E R S C O N T O U R V I C I N I T Y M A P 3 5 5 0 6 0 S I T E R A I L R O A D 1 7 5 T H S T R E E T W R M B - - - J M L May 17, 2016 - 2:19pm - User:628 L:\PROJECTS\RCC20530\dwg\Civil\preliminary\20530-C2-EXCND.dwg C 2 . 0 1 E X I S T I N G C O N D I T I O N S S U R V E Y N O T E S M E A S U R E D D I M E N S I O N C A L L F R O M D E E D P L A T D I M E N S I O N ( M ) ( D ) ( P ) 1 0 6 3 / 5 7 E X H I B I T C E O F 1 0 5 9 . 0 7 E O F 1 0 5 2 . 5 0 P R O T E C T E L E C T R O N I C S I G N B L O C K 1 L O T 1 P A R C E L S U B J E C T P r o j e c t L o c a t i o n D a t e S u b m i t t a l / R e v i s i o n N o . C e r t i f i c a t i o n S h e e t T i t l e S u m m a r y R e v i s i o n H i s t o r y S h e e t N o . R e v i s i o n P r o j e c t N o . B y D e s i g n e d : D r a w n : A p p r o v e d : B o o k / P a g e : P h a s e : I n i t i a l I s s u e : C l i e n t R O N C L A R K L A K E V I L L E P O I N T E D S J T A D S X X / X X P R E L I M I N A R Y 0 4 / 1 5 / 1 6 R C C 2 0 5 3 0 P R E L I M I N A R Y A 0 5 / 1 7 / 1 6 N R H P E R S T A F F C O M M E N T S 0SCALE IN FEET 100 200 May 17, 2016 - 2:20pm - User:628 L:\PROJECTS\RCC20530\dwg\Survey\20530-C2.04-EXHBT.dwg C 2 . 0 4 A D J A C E N T P A R C E L S M A P J M L - - - E X H I B I T D BLOCK 1 L O T 1 P r o j e c t L o c a t i o n D a t e S u b m i t t a l / R e v i s i o n N o . C e r t i f i c a t i o n S h e e t T i t l e S u m m a r y R e v i s i o n H i s t o r y S h e e t N o . R e v i s i o n P r o j e c t N o . B y D e s i g n e d : D r a w n : A p p r o v e d : B o o k / P a g e : P h a s e : I n i t i a l I s s u e : C l i e n t R O N C L A R K L A K E V I L L E P O I N T E D S J T A D S X X / X X P R E L I M I N A R Y 0 4 / 1 5 / 1 6 R C C 2 0 5 3 0 P R E L I M I N A R Y A 0 5 / 1 7 / 1 6 N R H P E R S T A F F C O M M E N T S R M B - - - J M L May 17, 2016 - 2:20pm - User:628 L:\PROJECTS\RCC20530\dwg\Survey\20530-PPLAT.dwg C 2 . 0 5 P R E L I M I N A R Y P L A T O U T L O T B , R A V E N L A K E T H I R D A D D I T I O N , D A K O T A C O U N T Y , M I N N E S O T A . T O T A L S I T E A R E A : L A K E V I L L E P O I N T E , L O T 1 , B L O C K 1 : 3 . 1 1 A C . / 1 3 5 , 2 3 6 S . F . ( G R O S S ) 3 . 1 1 A C . / 1 3 5 , 2 3 6 S . F . 0 S C A L E I N F E E T 5 0 1 0 0 E X I S T I N G L E G A L D E S C R I P T I O N P R O P E R T Y S U M M A R Y V I C I N I T Y M A P 3 5 5 0 6 0 S I T E R A I L R O A D 1 7 5 T H S T R E E T W D E N O T E S F O U N D I R O N M O N U M E N T . D E N O T E S F O U N D C A S T - I R O N - M O N U M E N T D E N O T E S F O U N D R I G H T O F W A Y M O N U M E N T PRELIMIN A R Y P L A T O F L A K E V I L L E P O I N T E L E G E N D L O T 1 , B L O C K 1 , L A K E V I L L E P O I N T E , D A K O T A C O U N T Y , M I N N E S O T A . P R O P O S E D L E G A L D E S C R I P T I O N R A V E N L A K E T H I R D A D D I T I O N W I L L B E P L A T T E D P R I O R T O T H E P L A T T I N G O F L A K E V I L L E P O I N T E R e g i s t r a t i o n N o . D a t e : I h e r e b y c e r t i f y t h a t t h i s s u r v e y , p l a n o r r e p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y L i c e n s e d L A N D S U R V E Y O R u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . I f a p p l i c a b l e , c o n t a c t u s f o r a w e t s i g n e d c o p y o f t h i s s u r v e y w h i c h i s a v a i l a b l e u p o n r e q u e s t a t S a m b a t e k ' s , M i n n e t o n k a , M N o f f i c e . 0 5 / 1 7 / 2 0 1 6 2 1 7 2 9 R i c k M . B l o m E X H I B I T E SCALE IN FEET 0 6030 Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved: Book / Page: Phase:Initial Issue: ClientRON CLARK LAKEVILLE POINTE DS JTA DS XX/XX PRELIMINARY 04/15/16 RCC20530 PREL I M I N A R Y A 05/17/16 NRH PER STAFF COMMENTS May 17, 2016 - 2:21pm - User:628 L:\PROJECTS\RCC20530\dwg\Civil\preliminary\20530-C3-SITE.dwg C3.01 PRELIMINARY CIVIL SITE PLAN AREA SITE AREA SETBACKS FRONT BUILDING PARKING SIDE YARD BUILDING PARKING ZONING EXISTING ZONING PROPOSED ZONING 1. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 2. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB. COORDINATE WITH GRADING CONTRACTOR. 4. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 5. ALL PARKING STALLS TO BE 9' IN WIDTH AND 20' IN LENGTH UNLESS OTHERWISE INDICATED. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 7. SEE ARCHITECTURAL PLANS FOR MONUMENT SIGN DETAILS 8. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. 9. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. 10. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR. 11. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL SAWCUT LINE NUMBER OF PARKING STALLS PER ROW SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING HEAVY DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED KEY NOTE DEVELOPMENT SUMMARY DEVELOPMENT NOTES KEY NOTES WETLAND LIMITS TREELINE A. BUILDING, ENTRANCE, STAIRS SEE ARCHITECTURAL PLANS. B. B-612 CONCRETE CURB AND GUTTER. C. CONCRETE APRON D. FLAT CURB SECTION. E. MONUMENT SIGN (SEE ARCHITECTURAL PLANS). F. ACCESSIBLE PARKING SIGN. G. CONCRETE SIDEWALK BEHIND CURB. H. STOP SIGN. I. RETAINING WALL (SEE ARCHITECTURAL PLANS). J. PEDESTRIAN RAMP. K. PROOF OF PARKING. L. RELOCATE ELEC. PEDESTAL. M. EDGE OF EXISTING TREES TO REMAIN. N. 17' WETLAND BUFFER. O. B-418 CONCRETE CURB AND GUTTER 383,196 SF 8.80 AC 30 FEET 15 FEET 15 FEET 5 FEET O-R (OFFICE RESIDENTIAL)/RS-2 (SINGLE FAMILY RESIDENTIAL) O-R (OFFICE RESIDENTIAL)/RS-2 (SINGLE FAMILY RESIDENTIAL) THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. PARKING DATA PROPOSED SURFACE PARKING 40 STALLS PROPOSED GARAGE PARKING 62 STALLS PROOF OF PARKING 23 STALLS TOTAL 125 STALLS SEE SHEET L.1.0 OR L5.1 FOR VEHICLE TURNING MOVEMENTS EXHIBIT F 2 '8 " S 2 ' D 1 '4 " D 2 '8 " S UP 1 0 5 0 1 0 5 0 10 6 0 1 0 6 0 1 0 6 0 1 0 7 0 1 0 7 0 1 0 7 0 1 0 4 6104 6 1 0 4 610461048 1 0 4 81052 1 0 5 21052 1 0 5 4 1 0 5 6 1 0 5 6 1 0 5 6 1 0 5 6 1 0 5 6 1 0 5 8 1 0 5 8 1 0 5 8 1 0 6 2 1 0 6 2 1 0 6 2 1 0 6 2 1 0 6 4 1 0 6 4 1 0 6 6 1 0 6 8 1 0 6 8 1 0 7 2 1 0 7 2 1 0 7 2 1 0 7 4 1 0 7 8 1 0 7 8 2 ' 8" S 2 ' D 1 ' 4" D 2 ' 8" S UP 1 0 5 0 1 0 5 0 1 0 5 0 1 060 1 060 1 0 6 0 1 0 6 0 1 0 6 0 1 0 7 0 1 0 7 0 1 0 7 0 10 7 0 1 0 7 0 1080 1 0 8 0 1 0 9 0 1 0 9 0 1 0 4 6 1 0 46 1 0 4 6 1 0 4 6 1 0 4 8 1 0 4 8 1 0 4 8 1 0 4 8 1 0 5 2 1 0 5 2 1 0 5 2 1 0 5 2 1 0 5 4 1 0 5 4 1 0 5 4 1 0 5 6 1 0 5 6 1 0 5 6 1 0 5 6 1 0 5 6 1 0 5 6 1 0 5 8 1 0 5 8 1 0 5 8 1 0 5 8 1 0 5 8 1 0 6 2 1 0 6 2 1 0 6 2 1 0 6 2 1 0 6 2 1 0 6 4 1 0 6 4 1 0 6 41064 1 0 6 6 1 0 6 6 1 0 6 6 1 0 6 8 1 0 6 8 1 0 68 1 0 6 8 1 0 6 8 1 0 7 2 1 0 7 2 1 0 7 2 1 0 72 1 0 7 4 1 0 7 4 1 0 7 8 1 0 9 4 1 0 9 6 35 ' B U I L D I N G S E T B A C K 3 5 ' B U I L D I N G S E T B A C K 3 5 ' B U I L D I N G S E T B A C K5' P A R K I N G S E T B A C K 5' P A R K I N G S E T B A C K 1 5 ' P A R K I N G S E T B A C K WETLAND MANAGE II FI L T R A T I O N BA S I N DR A I N A G E A N D U T I L I T Y EA S E M E N T PROPOSED APARTMENT BUILDING 23,100 S.F. FOOTPRINT 3 L5 . 0 L3 . 0 1 2 0 ' - 0 " 8 ' - 7 "DECK 735 S.F. SU R M O U N T A B L E C U R B FI R E A C C E S S L A N E TO T L O T 2, 2 0 0 S . F . PATIO 800 S.F. 2 L5 . 0 PR O P O S E D 4 ' V Y N L C H A I N L I N K F E N C E R 1 9 ' - 4 " AD A C U R B R A M P (1 6 ) P R O O F O F P A R K I N G (6 ) P R O O F O F P A R K I N G R 1 6 ' - 0 5 /8 " 3' MAINTENANCE MOW STRIP AD A C U R B R A M P HA R D W O O D M U L C H PL A Y S U R F A C E SI G N S E T B A C K X X X X X X X X X X X X X X X X FI R E H Y D R A N T FI R E D E P A R T M E N T C O N N E C T I O N MO N U M E N T S I G N 3 L5 . 1 EX I S T I N G S I D E W A L K 20' WETLAND SETBACK 17' WETLAND BUFFER 54 " C A S T I N P L A C E CO N C R E T E R E T A I N I N G WA L L W I T H 4 2 " M I N RA I L I N G . SI T E N O T E S : 1. S E E C I V I L D R A W I N G S , F O R G R A D I N G P L A N . 2. A L L P A R K I N G L A Y O U T D I M E N S I O N S A R E T O F A C E O F C U R B , U N L E S S N O T E D , E X C E P T D I M E N S I O N S O N S U R M O U N T A B L E C U R B S , W H I C H A R E 8 " F R O M T H E BA C K O F C U R B . 3. A L L E N T R I E S I N T O B U I L D I N G T O H A V E S T O O P S W / F O U N D A T I O N S A L L A B U T T I N G W A L K S S H O U L D B E D O W E L E D I N T O W A L K S P O U R E D O N S T O O P S . 4. S E E S H E E T 2 . 0 , F O R T H E P L A N T I N G P L A N . 5. S E E C I V I L F O R S I T E D E T A I L S . 6. A L L C U R B S A R E T O B E B 6 - 1 2 U N L E S S O T H E R W I S E N O T E D . 7. A L L S M A L L R A D I U S C U R V E S A R E 3 ' U N L E S S O T H E R W I S E N O T E D . 8. T H E C O N T R A C T O R M U S T O B T A I N N E C E S S A R Y P E R M I T S . 9. T H E C O N T R A C T O R M U S T H A V E A L L U N D E R G R O U N D U T I L I T I E S L O C A T E D A N D P R O T E C T E D D U R I N G C O N S T R U C T I O N . 10 . C A R E M U S T B E T A K E N D U R I N G C O N S T R U C T I O N A N D E X C A V A T I O N T O P R O T E C T A N Y S U R V E Y M O N U M E N T S A N D / O R P R O P E R T Y I R O N S . 11 . A D J A C E N T S T R E E T S A N D A L L E Y S M U S T B E S W E P T T O K E E P T H E M F R E E O F S E D I M E N T . C O N T R A C T O R M U S T M O N I T O R C O N D I T I O N S A N D S W E E P D A I L Y . 12 . C O N S T R U C T I O N P A R K I N G S H A L L B E P R O H I B I T E D F R O M C I R C U L A T I O N D R I V E S , F I R E L A N E S A N D O T H E R A R E A S A S D E T E R M I N E D B Y C I T Y R E G U L A T I O N S . EX I S I T N G T R E E S Y M B 0 L LE G E N D LE G E N D L E G E N D LE G E N D PA R K I N G S E T B A C K L I N E BU I L D I N G S E T B A C K L I N E PR O P O S E D A P A R T M E N T B U I L D I N G T U S H I E MO NT GOM E R Y A R C H I T E C T S 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423 - 4084 612 . 861 . 9636 FAX: 612 . 861. 9632 W W W . T M I A R C H I T E C T S . C O M PREPARED FOR:PREPARED FOR:PREPARED FOR:PREPARED FOR:Revisions & Addendums Revisions & Addendums Revisions & Addendums Revisions & Addendums © 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTALALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE,ARE HEREBY SPECIFICALLY RESERVED.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PRE-PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRINT NAME:PRINT NAME:PRINT NAME:PRINT NAME:SIGNATURE:SIGNATURE:SIGNATURE:SIGNATURE:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:15146 15146 15146 15146Gary Tushie -P R E L I M I N A R Y -N O T F O R C O N S T R U C T I O NMAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF COMMENTS COMMENTS COMMENTS COMMENTS18030 Kenwood Trail Lakeville, MN 55044 5/ 1 7 / 2 0 1 6 4 : 4 6 : 2 2 P M Lakeville Pointe L1.0 L1.0 L1.0 L1.0SITE PLAN SITE PLAN SITE PLAN SITE PLAN216025A216025A 216025A 216025A SC A L E 1 " = 3 0 ' - 0 " 2 2 2 2 S I T E P L A N S I T E P L A N S I T E P L A N S I T E P L A N GA R A G E S P A C E S 63 SU R F A C E S P A C E S 40 TO T A L P A R K I N G S P A C E S P R O V I D E D 1 0 3 DE V E L O P M E N T S U M M A R Y S I T E A R E A : 1 4 2 , 0 0 5 . 6 S F ( 3 . 2 6 A C R E S ) 0' 15 ' 30 ' 60 ' 12 0 ' SU R F A C E S P A C E S 4 0 N SC A L E 1 " = 8 0 ' - 0 " 1 1 1 1 O V E R A L L S I T E P L A N O V E R A L L S I T E P L A N O V E R A L L S I T E P L A N O V E R A L L S I T E P L A N 0' 40 ' 80 ' 16 0 ' 32 0 ' N PR O O F O F P A R K I N G S P A C E S 22 TO T A L P O T E N T I A L P A R K I N G S P A C E S - 1 2 4 TO T A L P O T E N T I A L P A R K I N G S P A C E S - 1 2 4 TO T A L P O T E N T I A L P A R K I N G S P A C E S - 1 2 4 TO T A L P O T E N T I A L P A R K I N G S P A C E S - 1 2 4 May 17, 2016 - 2:21pm - User:628 L:\PROJECTS\RCC20530\dwg\Civil\preliminary\20530-C4-GRDE.dwg C4.01 PRELIMINARY GRADING PLAN 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 2. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB. 3. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING CONTRACTOR. 4. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 6. CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: Braun Interec ADDRESS: 11001 Hampshire Ave S, MPLS, MN 55438 PHONE: 952.995.2000 DATED: 04/08/16 - Draft Boring Logs CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. 7. CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. 8. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL SHALL BE PERFORMED ON THE STREET AND PARKING AREA SUBGRADE. CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. 9. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 11. EXISTING TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS AND SHALL BE A RESTRICTED AREA. CONTRACTOR SHALL PROTECT TREES TO REMAIN AT ALL TIMES. EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREES AND EXTREME CAUTION SHALL BE EXERCISED WHEN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 11.a. RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE DESIGNATED CONSTRUCTION ZONE. ALL VEGETATION WITHIN THE RESTRICTED AREAS SHALL REMAIN. 11.b. CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE CONSTRUCTION AREAS MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER. 11.c. ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND OTHER MATERIAL STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF ANY “WASHOUT” OR OTHER TOXIC MATERIAL. THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON-SITE BY THE ENGINEER. 11.d. ALL RESTRICTED AREAS SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AS SHOWN ON THE TREE PROTECTION DETAIL. AT NO TIME SHALL THIS FENCING BE REMOVED OR ACTIVITY OF ANY KIND TAKE PLACE WITHIN IT. FINAL PLACEMENT OF ALL PROTECTIVE FENCING SHALL BE COMPLETE BEFORE ANY WORK COMMENCES ON-SITE. 11.e. BEFORE COMMENCING WITH ANY EXCAVATION CONTRACTOR SHALL COMPLETE ALL PREPARATORY WORK REGARDING TREE REMOVAL, ROOT PRUNING, TREE PRUNING AND STUMP REMOVAL TO THE SATISFACTION OF THE OWNER. 11.f. PREPARATORY WORK SHALL INCLUDE THE FOLLOWING AND SHALL BE COMPLETED UNDER THE DIRECT SUPERVISION OF THE OWNER'S REPRESENTATIVE: 11.f.a. TREE REMOVAL: CONTRACTOR SHALL FELL THE TREES. AT NO TIME SHALL TREES BE BULLDOZED OUT, BUT SHALL BE CUT DOWN AND STUMPS REMOVED SEPARATELY. PRIOR TO THE FELLING OF ALL TREES, PROPER REMOVAL OF A PORTION OR ALL OF THE CANOPY SHALL BE COMPLETED SO THAT TREES IN THE RESTRICTED AREAS SHALL NOT BE INJURED IN THE PROCESS. 11.f.b. ROOT PRUNING: BEFORE ANY STUMPS ARE TO BE REMOVED, ALL ROOTS SHALL BE SEVERED FROM ROOTS IN THE RESTRICTED AREAS BY SAW CUTTING WITH A VERMEER DESIGNED FOR ROOT PRUNING, BY HAND, OR WITH A CHAINSAW. TREE ROOTS PROJECTING INTO THE CONSTRUCTION ZONE SHALL BE EXPOSED PRIOR TO ROOT PRUNING WITH SMALL MACHINERY, I.E..., BOBCAT. 11.f.c. STUMP REMOVAL: AT SUCH TIME THAT ROOTS HAVE BEEN PROPERLY SEVERED, STUMPS MAY BE REMOVED. WHERE REMOVAL OF CERTAIN STUMPS COULD CAUSE DAMAGE TO EXISTING PROTECTED TREES, TREE STUMPS SHALL BE GROUND OUT. ALL STUMP REMOVAL SHALL BE UNDER THE DIRECT SUPERVISION OF THE OWNER'S REPRESENTATIVE. 11.f.d. TREE PRUNING: PROPER PRUNING OF TREES IN THE RESTRICTED ZONE SHALL BE DIRECTED BY AND SUPERVISION AT ALL TIMES BY THE OWNER'S REPRESENTATIVE. 11.g. AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD. 11.h. MULCH RATHER THAN SEED OR SOD WILL BE USED AT THE BASE OF QUALITY TREES TO A PERIMETER DETERMINED BY THE OWNER'S REPRESENTATIVE. AREAS TO BE SEEDED FOR EROSION CONTROL PURPOSES WITHIN THE CONSTRUCTION ZONE ARE TO BE DETERMINED BY THE OWNER'S REPRESENTATIVE. NATURAL GROUND COVER WILL BE MAINTAINED WHEREVER POSSIBLE. 11.i. THE USE OF RETAINING WALLS NEAR TREES, IN ADDITION TO THOSE REQUIRED ON THE PLANS SHALL BE DETERMINED IN THE FIELD, BASED ON TREE LOCATIONS AND TOPOGRAPHY. 12. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 8 INCHES. 13. TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, CONTRACTOR SHALL COMPLETE “TRENCH BORROW” EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TREES SHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT SPECIFICATION 2105.3F2. SNOW FENCE SHALL BE FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA WHERE THE SLOPES EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1). 14. FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED, ERODED OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 15. TOLERANCES 15.a. THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 15.b. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 15.c. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 15.d. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 16. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 17. CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL “SITE MAP”. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. GRADING NOTES THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. SCALE IN FEET 0 6030 902.5X902 SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. CURB & GUTTER BUILDING RETAINING WALL PROPERTY LIMIT EXISTINGPROPOSED LEGEND WETLAND LIMITS TREELINE STORM SEWER SOIL BORINGS DRAINTILE EOF 902.5 D Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved: Book / Page: Phase:Initial Issue: ClientRON CLARK LAKEVILLE POINTE DS JTA DS XX/XX PRELIMINARY 04/15/16 RCC20530 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 04/16/201647982 Nathan R. Herman PREL I M I N A R Y A 05/17/16 NRH PER STAFF COMMENTS WETLAND IMPACT 799 SF 1. SEE LANDSCAPE PLAN, PROVIDED BY TUSHIE MONTGOMERY ARCHITECTS, AND DETAIL SHEETS FOR SEED MIX. 2. PROVIDE AND INSTALL EROSION CONTROL BLANKET AT BASIN AREA SIDESLOPES AND BASE. BLANKET TO BE STANDARD BLANKET STRAW COCONUT, MNDOT CATEGORY 5 (STRAW 2S, COCONUT 2S) PER MNDOT SPECIFICATION 3885, OR APPROVED EQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SOD STAPLES. PLACE BLANKET PERPENDICULAR TO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TO PREVENT UNDER MINING. PROVIDE SILT FENCE AT TOP OF SLOPE AS NEEDED. 3. SOIL PROFILE OF THE FILTRATION BASIN AS INDICATED ON DETAIL C-9.02 4. THE CEC AND GC WILL COORDINATE THE FINAL STABILIZATION OF THE RING FILTRATION AND FILTRATION BASIN TO BE COMPLETED BETWEEN AUGUST 15TH AND SEPTEMBER 15TH BASED ON THE WEATHER FORECAST DURING THIS TIME PERIOD. 5.THE CEC WILL PROVIDE WEEKLY INSPECTIONS DURING THE FIRST FOUR WEEKS AFTER FINAL STABILIZATION IS COMPLETED TO CHECK ON WATERING ACTIVITIES AND PLANT GROWTH. 6. CONTRACTOR SHALL TEMPORARY IRRIGATE ALL COMPLETED AREAS DESIGNATED TO BE IRRIGATED PER THE PHASING PLAN. FILTRATION BASIN IRRIGATION TO BE OPERATIONAL AT TIME OF COMPLETION OF PLANTINGS. SUBMIT SHOP DRAWINGS AND DESIGN OF TEMPORARY IRRIGATION SYSTEM AND TEMPORARY WATER CONNECTION TO LANDSCAPE ARCHITECT FOR PRIOR APPROVAL 7.SEE DETAILS C-9.01 & C-9.02 FOR FILTRATION BASIN DETAILS AND SPECIFICS FILTRATION BASIN PLANTING NOTES TOTAL CUT: 8,156 CY TOTAL FILL: 8,341 CY NET MATERIAL: 185 CY (SHORT)* NET MATERIAL: 686 CY (LONG)** *PRIOR TO HOLDDOWNS **INCLUDING HOLDDOWNS PRELIMINARY EARTHWORK SUMMARY EXHIBIT G SCALE IN FEET 0 6030 Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved: Book / Page: Phase:Initial Issue: ClientRON CLARK LAKEVILLE POINTE DS JTA DS XX/XX PRELIMINARY 04/15/16 RCC20530 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 04/16/201647982 Nathan R. Herman PREL I M I N A R Y A 05/17/16 NRH PER STAFF COMMENTS May 17, 2016 - 2:22pm - User:628 L:\PROJECTS\RCC20530\dwg\Civil\preliminary\20530-C5-EROS.dwg C5.01 PRELIMINARY EROSION CONTROL PHASE 1 TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPPP) TEMPORARY STORAGE AND PARKING AREA DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICE 1 INLET PROTECTION DEVICE 2 TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN LIMITS OF DISTURBANCE OVERFLOW ELEV. CONTOUR RIP RAP CHECK DAM SILT FENCE SOIL BORINGS EXISTINGPROPOSED STORM SEWER CURB & GUTTER DRAINTILE PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 6. CLEAR AND GRUB THE SITE. 7. BEGIN GRADING THE SITE. 8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING / SEED / FINAL STABILIZATION STORM FACILITIES NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. TSM TS SB SILT DIKE BIO-ROLL LEGEND SEQUENCE OF CONSTRUCTION NOTE TO CONTRACTOR IP-1 EOF 902.5 D THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 902 SB SB AREA SUMMARY IN ACRES PAVEMENT AREA 0.8 AC± BUILDING AREA 0.5 AC± SEEDED AREA 1.7 AC± TOTAL DISTURBED 3.0 AC± PRE - CONSTRUCTION IMPERVIOUS 0.0 AC± POST - CONSTRUCTION IMPERVIOUS 1.3 AC± * REFER TO SHEET C5.03 & C5.04 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 2390 SILT DIKE LINEAR FEET - BIO-ROLL LINEAR FEET - CONSTRUCTION ENTRANCE UNIT 1 INLET PROTECTION DEVICE (IP-1)UNIT 4 INLET PROTECTION DEVICE (IP-2)UNIT 9 SEE SHEET C7.01 FOR TURN LANE EROSION & SEDIMENT CONTROL BMPS EXHIBIT H SCALE IN FEET 0 6030 Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved: Book / Page: Phase:Initial Issue: ClientRON CLARK LAKEVILLE POINTE DS JTA DS XX/XX PRELIMINARY 04/15/16 RCC20530 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 04/16/201647982 Nathan R. Herman PREL I M I N A R Y A 05/17/16 NRH PER STAFF COMMENTS May 17, 2016 - 2:22pm - User:628 L:\PROJECTS\RCC20530\dwg\Civil\preliminary\20530-C5-EROS.dwg C5.02 PRELIMINARY EROSION CONTROL PHASE 2 TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPPP) TEMPORARY STORAGE AND PARKING AREA DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICE 1 INLET PROTECTION DEVICE 2 TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN LIMITS OF DISTURBANCE OVERFLOW ELEV. CONTOUR RIP RAP CHECK DAM SILT FENCE SOIL BORINGS EXISTINGPROPOSED STORM SEWER CURB & GUTTER DRAINTILE PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 6. CLEAR AND GRUB THE SITE. 7. BEGIN GRADING THE SITE. 8. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING / SEED / FINAL STABILIZATION STORM FACILITIES NOTE: CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. TSM TS SB SILT DIKE BIO-ROLL LEGEND SEQUENCE OF CONSTRUCTION NOTE TO CONTRACTOR IP-1 EOF 902.5 D THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 902 AREA SUMMARY IN ACRES PAVEMENT AREA 0.8 AC± BUILDING AREA 0.5 AC± SEEDED AREA 1.7 AC± TOTAL DISTURBED 3.0 AC± PRE - CONSTRUCTION IMPERVIOUS 0.0 AC± POST - CONSTRUCTION IMPERVIOUS 1.3 AC± * REFER TO SHEET C5.03 & C5.04 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS EROSION CONTROL MATERIALS QUANTITIES ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 2390 SILT DIKE LINEAR FEET - BIO-ROLL LINEAR FEET - CONSTRUCTION ENTRANCE UNIT 1 INLET PROTECTION DEVICE (IP-1)UNIT 4 INLET PROTECTION DEVICE (IP-2)UNIT 9 SEE SHEET C7.01 FOR TURN LANE EROSION & SEDIMENT CONTROL BMPS SCALE IN FEET 0 6030 Project Location Date Submittal / RevisionNo. Certification Sheet Title Summary Revision History Sheet No.Revision Project No. By Designed:Drawn: Approved: Book / Page: Phase:Initial Issue: ClientRON CLARK LAKEVILLE POINTE DS JTA DS XX/XX PRELIMINARY 04/15/16 RCC20530 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 04/16/201647982 Nathan R. Herman PREL I M I N A R Y A 05/17/16 NRH PER STAFF COMMENTS May 17, 2016 - 2:23pm - User:628 L:\PROJECTS\RCC20530\dwg\Civil\preliminary\20530-C6-UTIL.dwg C6.01 PRELIMINARY UTILITY PLAN 1. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1.1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY REQUIREMENTS. 1.2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF CONTRACTOR. 1.3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARATION OF 10-FEET BETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. 2. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 2.1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 2.2. ALL SANITARY SEWER TO BE PVC SDR-26, UNLESS NOTED OTHERWISE. 2.2.1. ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. 2.3. ALL WATERMAIN TO BE PVC C-900, UNLESS NOTED OTHERWISE. 2.3.1. ALL WATERMAIN TO HAVE 7.5-FEET OF COVER OVER TOP OF WATERMAIN. 2.3.2. PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAIN JOINTS PER CITY STANDARDS. 2.4. ALL STORM SEWER PIPE TO BE HDPE, UNLESS NOTED OTHERWISE. 2.2.1. ALL STORM SEWER PIPE FOR ROOF DRAIN SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. 2.3. RIP RAP SHALL BE Mn/DOT CLASS 3. 3. COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. 4. ALL BUILDING SERVICE CONNECTIONS (STORM, SANITARY, WATER) WITH FIVE FEET OR LESS COVER ARE TO BE INSULATED FROM BUILDING TO POINT WHERE 5-FEET OF COVER IS ACHIEVED. 5. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 6. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 7. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 9. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: COMPANY:BRAUN INTERTEC ADDRESS: 1001 HAMPSHIRE AVE S, MINNEAPOLIS MN 55438 PHONE:952-995-2000 DATED:4/13/2016 CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. 11. CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUCTURES TO ______________. CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWING REVIEW. 12. CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. TELEPHONE ELECTRIC GAS LINE FORCEMAIN (SAN.) EASEMENT WATERMAIN SANITARY SEWER EXISTINGPROPOSED STORM SEWER CURB & GUTTER DRAINTILE D S S SLS LEGEND UTILITY CONSTRUCTION NOTES THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. EXHIBIT I 2 '8 " S 2 ' D 1 '4 " D 2 '8 " S UP 1 0 5 0 10 6 0 1 0 6 0 1 0 6 0 1 0 7 0 1 0 7 0 1 0 7 0 1 0 4 6104 6 1 0 4 610461048 1 0 4 810521052 1 0 5 4 1 0 5 6 1 0 5 6 1 0 5 6 1 0 5 6 1 0 5 6 1 0 5 8 1 0 5 8 1 0 5 8 1 0 5 8 1 0 6 2 1 0 6 2 1 0 6 4 1 0 6 4 1 0 6 6 1 0 6 8 1 0 6 8 1 0 7 2 1 0 7 2 1 0 7 2 1 0 7 4 1 0 7 8 35 ' B U I L D I N G S E T B A C K 3 5 ' B U I L D I N G S E T B A C K5' P A R K I N G S E T B A C K 5' P A R K I N G S E T B A C K 1 5 ' P A R K I N G S E T B A C K WETLAND MANAGE IIREGIONAL TRAIL CONNECTION FI L T R A T I O N BA S I N PROPOSED APARTMENT BUILDING 23,100 S.F. FOOTPRINT 3 L5 . 0 L2 . 0 2 (1 ) A B M (1 ) N A H (1 0 ) F R G (6 ) A F D (1 5 ) F R G (1 ) N A H (2 ) S P N (1 2 ) A P I (3 ) S S C (6 ) A F D (2 ) S S C (3 ) A F D (3 ) A F D (1 ) S P N (1 ) S S C (8 ) A F D (2 ) A B M (5) RBC (3 ) A B M (4) SPN 2 L5 . 0 EV E R G R E E N T R E E S C R E E N EV E R G R E E N T R E E S C R E E N EV E R G R E E N T R E E S C R E E N EV E R G R E E N T R E E S C R E E N EV E R G R E E N S C R E E N EV E R G R E E N S C R E E N EV E R G R E E N S C R E E N EV E R G R E E N S C R E E N 3' MAINTENANCE MOW STRIP (1 ) S S C L3 . 0 1 X X X X X X X X X X X X X X X X 1 2 ' S O D A C C E S S (6 ) B H S (1 8 ) L P S (7 ) S C D (1 2 ) Z R D (1 ) D K L T (1 8 ) L P S (7 ) S C D (1 2 ) Z R D (1 ) D K L T CO M M E R C I A L G R A D E V I N Y L E D G I N G AD A R A M P PR O P O S E D C O N C R E T E S I D E W A L K AD A R A M P HA N D I C A P P A R K I N G S I G N HA N D I C A P P A R K I N G S I G N HA N D I C A P A C C E S S A I S L E CO M M E R C I A L G R A D E V I N Y L E D G I N G LA N D S C A P E N O T E S : 1. L A N D S C A P E C O N T R A C T O R S H A L L G U A R A N T E E A L L P L A N T M A T E R I A L F O R A P E R I O D O F O N E Y E A R . F R O M T H E D A T E O F C E R T I F I C A T I O N O F S U B S T A N T I A L C O M P L E T I O N F O R T H E P R O J E C T O R L A T E R IF I N S T A L L A T I O N I S D E L A Y E D B E C A U S E O F P L A N T I N G S E A S O N . 2. A L L P L A N T M A T E R I A L S H A L L M E E T M I N I M U M R E Q U I R E M E N T S S H O W N I N T H E " A M E R I C A N S T A N D A R D F O R N U R S E R Y S T O C K " ( A N S I Z 6 0 . 1 - 2 0 0 4 ) . 3. N O P L A N T O R M A T E R I A L , S H A L L B E S U B S T I T U T E D W I T H O U T A U T H O R I Z A T I O N O F T H E L A N D S C A P E A R C H I T E C T . 4. T R E E S S H A L L O N L Y B E S T A K E D A N D G U Y E D W I T H T H E A P P R O V A L O F T H E L A N D S C A P E A R C H I T E C T , I N C A S E S O F E X T R E M E L Y W I N D Y L O C A T I O N S A N D / O R W E T C L A Y O R V E R Y S A N D Y S O I L . R E F E R T O LA N D S C A P E P L A N A N D D E T A I L S F O R S P E C I F I C P L A N T I N G I N S T R U C T I O N S . 5. I F T H E R E I S A D I S C R E P A N C Y B E T W E E N P L A N T Q U A N T I T I E S I N T H E P L A N T L I S T A N D T H O S E G R A P H I C A L L Y R E P R E S E N T E D , T H E G R A P H I C R E P R E S E N T A T I O N S H A L L T A K E P R E C E D E N C E . 6. T H E L A N D S C A P E C O N T R A C T O R S H A L L V E R I F Y A L L U T I L I T Y L O C A T I O N S A N D P R O T E C T A L L U T I L I T I E S A N D S T R U C T U R E S . D A M A G E T O U T I L I T I E S A N D S T R U C T U R E S S H A L L B E R E P A I R E D B Y T H E LA N D S C A P E C O N T R A C T O R T O T H E S A T I S F A C T I O N O F T H E O W N E R . 7. I F P L A N T S O R L A N D S C A P E E L E M E N T S C A N N O T B E I N S T A L L E D A S S H O W N O N T H E L A N D S C A P E P L A N , T H E C O N T R A C T O R S H A L L S T A K E L O C A T I O N S F O R T H E L A N D S C A P E A R C H I T E C T ' S A P P R O V A L PR I O R T O A N Y E X C A V A T I O N O R I N S T A L L A T I O N . 8. U N L E S S I N D I C A T E D O T H E R W I S E , A L L L A N D S C A P E A R E A S W I T H I N T H E S I T E B O U N D A R Y S H A L L R E C E I V E S O D . A R E A S O U T S I D E T H E S I T E B O U N D A R Y W H I C H H A V E B E E N D I S T U R B E D S H A L L R E C E I V E SE E D O R B E R E P A I R E D B A C K T O T H E I R O R I G I N A L C O N D I T I O N , U N L E S S N O T E D O T H E R W I S E . 9. A L L S O D A N D L A N D S C A P E I N S T A L L A T I O N S S H A L L B E I R R I G A T E D , U N L E S S N O T E D O T H E R W I S E . 10 . W O O D F I B E R B L A N K E T M U L C H S H A L L B E A P P L I E D O V E R S E E D O N A L L S L O P E S , N A T I V E G R A S S H A Y M U L C H M A Y B E U S E D O N R E L A T I V E L Y F L A T A R E A S . 11 . I N A R E A S W H E R E A N E X I S T I N G P A R K I N G L O T O R D R I V E A R E A S H A V E B E E N R E M O V E D , A L L S U B - B A S E S H A L L B E R E M O V E D A N D R E P L A C E D W I T H T O P S O I L A N D O R G A N I C M A T T E R . MN - D O T S E E D M I X 3 5 - 2 4 1 ( A P P L I C A T I O N R A T E 3 6 . 5 0 L B S / A C R E ) MN - D O T S E E D M I X 3 5 - 2 6 2 ( A P P L I C A T I O N R A T E 1 4 . 5 0 L B S / A C R E ) LE G E N D LE G E N D L E G E N D LE G E N D T U S H I E MO NT GOM E R Y A R C H I T E C T S 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423 - 4084 612 . 861 . 9636 FAX: 612 . 861. 9632 W W W . T M I A R C H I T E C T S . C O M PREPARED FOR:PREPARED FOR:PREPARED FOR:PREPARED FOR:Revisions & Addendums Revisions & Addendums Revisions & Addendums Revisions & Addendums © 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTALALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE,ARE HEREBY SPECIFICALLY RESERVED.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PRE-PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRINT NAME:PRINT NAME:PRINT NAME:PRINT NAME:SIGNATURE:SIGNATURE:SIGNATURE:SIGNATURE:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:15146 15146 15146 15146Gary Tushie -P R E L I M I N A R Y -N O T F O R C O N S T R U C T I O NMAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF COMMENTS COMMENTS COMMENTS COMMENTS18030 Kenwood Trail Lakeville, MN 55044 5/ 1 7 / 2 0 1 6 4 : 4 6 : 2 6 P M Lakeville Pointe L2.0 L2.0 L2.0 L2.0PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN216025A216025A 216025A 216025A SC A L E 1 " = 3 0 ' - 0 " 1 1 1 1 PL A N T I N G P L A N PL A N T I N G P L A N PL A N T I N G P L A N PL A N T I N G P L A N PL A N T I N G S C H E D U L E ID C o u n t Co m m o n N a m e Bo t a n i c a l N a m e Si z e Co m m e n t s 1. D e c i d u o u s T r e e AB M 6 A u t u m n B l a z e M a p l e Ac e r x f r e e m a n i i ' J e f f e r s r e d ' 2 1 / 2 " C a l i p e r B a l l a n d B u r l a p DK L T 2 D w a r f K o r e a n L i l a c Sy r i n g a m e y e r i ' P a l i b i n ' #1 0 C o n t a i n e r NA H 2 N o r t h e r n A c c l a i m H o n e y l o c u s t Gl e d i t s i a t r i a c a n t h o s v a r . i n e r m i s ' H a r v e ' 2 1 / 2 " C a l i p e r B a l l a n d B u r l a p RB C 5 R i v e r B i r c h C l u m p Be t u l a n i g r a 8' T a l l B a l l a n d B u r l a p SS C 7 S p r i n g S n o w C r a b a p p l e Ma l u s ' S p r i n g S n o w ' 2" C a l i p e r B a l l a n d B u r l a p 2. E v e r g r e e n T r e e AP I 1 2 A u s t r i a n P i n e Pi n u s n i g r a 8' T a l l B a l l a n d B u r l a p BH S 6 B l a c k H i l l s S p r u c e Pi c e a g l a u c a ' D e n s a t a ' 8' T a l l B a l l a n d B u r l a p SP N 7 S c o t c h P i n e Pi n u s s y l v e s t r i s 8' T a l l B a l l a n d B u r l a p 3. S h r u b AF D 2 6 A r c t i c F i r e D o g w o o d Co r n u s s t o l o n i f e r a ' F a r r o w ' #5 C o n t a i n e r LP S 3 6 L i t t l e P r i n c e s s S p i r e a Sp i r a e a j a p o n i c a ' L i t t l e P r i n c e s s ' #5 C o n t a i n e r 4. P e r e n n i a l FR G 2 5 K a r l F o e r s t e r F e a t h e r R e e d G r a s s Ca l a m a g r o s t i s x a c u t i f l o r a ' K a r l F o e r s t e r ' # 5 C o n t a i n e r SC D 1 4 S t r a w b e r r y C a n d y D a y l i l y He m e r o c a l l i s ' S t r a w b e r r y C a n d y ' #5 C o n t a i n e r ZR D 2 4 Z i n g R o s e D i a n t h u s Di a n t h u s ' Z i n g R o s e ' #5 C o n t a i n e r Gr a n d t o t a l : 1 7 2 0' 20 ' 40 ' 80 ' 16 0 ' SC A L E 1 / 8 " = 1 ' - 0 " 2 2 2 2 PL A N T I N G S @ F R O N T E N T R Y PL A N T I N G S @ F R O N T E N T R Y PL A N T I N G S @ F R O N T E N T R Y PL A N T I N G S @ F R O N T E N T R Y N EXHIBIT J UP 1 0 5 0 1 0 5 0 1 0 5 0 1 0 5 0 1 0 6 0 10 6 0 1 0 6 0 1 0 6 0 1 0 6 0 1 0 7 0 1 0 7 0 1 0 7 0 1 0 7 01070 10 8 01080 1 0901090 1 0 4 6 1 0 4 6 1 0 4 6 1 0 4 6 1 0 4 8 1 0 4 8 1 0 4 8 1 0 4 8 1 0 5 2 1 0 5 2 1 0 5 2 1 0 5 4 1 0 5 4 1 0 5 6 1 0 5 6 1 0 5 6 1 0 5 6 1 0 5 6 1 0 5 6 1 0 5 8 1 0 5 8 1 0 5 8 1 0 5 8 1 0 5 8 1 0 6 2 1 0 6 2 1 0 6 2 1 0 6 4 1 0 6 4 1 0 6 4 1 0 6 6 1 0 6 6 1 0 6 8 1 0 6 8 1 0 6 81068 1 0 7 2 1 0 7 2 1 0 7 2 1 0 7 2 1 0 7 4 1 0 7 4 1 0 7 8 1 0 7 8 1 094 1 096 5' P A R K I N G S E T B A C K WE T L A N D M A N A G E I I RE G I O N A L T R A I L C O N N E C T I O N PR O P O S E D A P A R T M E N T BU I L D I N G 23 , 1 0 0 S . F . F O O T P R I N T 3 0 ' B U I L D I N G S E T B A C K 3 0 ' B U I L D I N G S E T B A C K 5 ' P A R K I N G S E T B A C K 1 5 ' P A R K I N G S E T B A C K WE T L A N D M A N A G E I I RE G I O N A L T R A I L C O N N E C T I O N DR A I N A G E A N D U T I L I T Y EA S E M E N T PR O P O S E D A P A R T M E N T BU I L D I N G 23 , 1 0 0 S . F . F O O T P R I N T 3 L5 . 0 2 L5 . 0 3 L5 . 1 DE C I D I O U S T R E E T O R E M O V E CO N I F E R T R E E T O R E M O V E CO N I F E R T R E E T O K E E P DE C I D I O U S T R E E T O K E E P DD S DE C I D I O U S T R E E CF S CO N I F E R T R E E LE G E N D T U S H I E MO NT GOM E R Y A R C H I T E C T S 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423 - 4084 612 . 861 . 9636 FAX: 612 . 861. 9632 W W W . T M I A R C H I T E C T S . C O M PREPARED FOR:PREPARED FOR:PREPARED FOR:PREPARED FOR:Revisions & Addendums Revisions & Addendums Revisions & Addendums Revisions & Addendums © 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTALALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE,ARE HEREBY SPECIFICALLY RESERVED.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PRE-PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRINT NAME:PRINT NAME:PRINT NAME:PRINT NAME:SIGNATURE:SIGNATURE:SIGNATURE:SIGNATURE:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:15146 15146 15146 15146Gary Tushie -P R E L I M I N A R Y -N O T F O R C O N S T R U C T I O NMAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF COMMENTS COMMENTS COMMENTS COMMENTS18030 Kenwood Trail Lakeville, MN 55044 5/ 1 7 / 2 0 1 6 4 : 4 6 : 3 1 P M Lakeville Pointe L4.0 L4.0 L4.0 L4.0TREE PRESERVATION TREE PRESERVATION TREE PRESERVATION TREE PRESERVATION PLAN PLAN PLAN PLAN216025A216025A 216025A 216025A SC A L E 1 " = 3 0 ' - 0 " 1 1 1 1 T R E E P R E S E R V A T I O N P L A N T R E E P R E S E R V A T I O N P L A N T R E E P R E S E R V A T I O N P L A N T R E E P R E S E R V A T I O N P L A N TR E E S C H E D U L E TR E E S C H E D U L E TR E E S C H E D U L E TR E E S C H E D U L E TR E E S T O B E R E M O V E D = 2 8 6 ( 3 6 % ) TR E E T O B E K E P T = 5 0 2 ( 6 4 % ) TO T A L = 7 8 8 ( 1 0 0 % ) 0' 15 ' 30 ' 60 ' 12 0 ' N EXHIBIT K 2 ' 8" S 2 ' D 1 ' 4" D 2 ' 8" S UP ED G E O F C O U N T Y R O A D 5 0 / K E N W O O D T R A I L PR O P E R T Y L I N E JAGUAR PATHEAST PROPERTY LINE PR O P O S E D T R E E S EXISTING HOUSE NORTHEAST LOT CORNER SI G H T L I N E EX I S T I N G E A S T T R E E S C R E E N EX I S T I N G E A S T T R E E S C R E E N EX I S T I N G E A S T T R E E S C R E E N EX I S T I N G E A S T T R E E S C R E E N SOUTH PROPERTY LINE NO R T H P R O P E R T Y L I N E SOUTH EVERGREEN AND SOUTH EVERGREEN AND SOUTH EVERGREEN AND SOUTH EVERGREEN AND DECIDOUS TREE SCREEN DECIDOUS TREE SCREEN DECIDOUS TREE SCREEN DECIDOUS TREE SCREEN NO R T H E V E R G R E E N T R E E S C R E E N NO R T H E V E R G R E E N T R E E S C R E E N NO R T H E V E R G R E E N T R E E S C R E E N NO R T H E V E R G R E E N T R E E S C R E E N 3 5 ' B U I L D I N G S E T B A C K 1 5 ' P A R K I N G S E T B A C K WE T L A N D M A N A G E I I RE G I O N A L T R A I L C O N N E C T I O N ST O R M W A T E R PO N D DR A I N A G E A N D U T I L I T Y E A S E M E N T PR O P O S E D A P A R T M E N T B U I L D I N G EX I S T I N G E A S T T R E E S C R E E N NO R T H E V E R G R E E N T R E E S C R E E N SO U T H E V E R G R E E N T R E E S C R E E N T U S H I E MO NT GOM E R Y A R C H I T E C T S 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423 - 4084 612 . 861 . 9636 FAX: 612 . 861. 9632 W W W . T M I A R C H I T E C T S . C O M PREPARED FOR:PREPARED FOR:PREPARED FOR:PREPARED FOR:Revisions & Addendums Revisions & Addendums Revisions & Addendums Revisions & Addendums © 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTALALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE,ARE HEREBY SPECIFICALLY RESERVED.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PRE-PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRINT NAME:PRINT NAME:PRINT NAME:PRINT NAME:SIGNATURE:SIGNATURE:SIGNATURE:SIGNATURE:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:15146 15146 15146 15146Gary Tushie -P R E L I M I N A R Y -N O T F O R C O N S T R U C T I O NMAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF COMMENTS COMMENTS COMMENTS COMMENTS18030 Kenwood Trail Lakeville, MN 55044 5/ 1 7 / 2 0 1 6 4 : 4 6 : 3 6 P M Lakeville Pointe L5.0 L5.0 L5.0 L5.0COMPREHENSIVECOMPREHENSIVECOMPREHENSIVECOMPREHENSIVESCREENINGSCREENINGSCREENINGSCREENING216025A216025A 216025A 216025A SC A L E 1 " = 3 0 ' - 0 " 3 3 3 3 WE S T / E A S T S I T E S E C T I O N WE S T / E A S T S I T E S E C T I O N WE S T / E A S T S I T E S E C T I O N WE S T / E A S T S I T E S E C T I O N 0' 15 ' 30 ' 60 ' 12 0 ' SC A L E 1 " = 3 0 ' - 0 " 2 2 2 2 NO R T H / S O U T H S I T E S E C T I O N NO R T H / S O U T H S I T E S E C T I O N NO R T H / S O U T H S I T E S E C T I O N NO R T H / S O U T H S I T E S E C T I O N SC A L E 1 " = 8 0 ' - 0 " 1 1 1 1 CO M P R E H E N S I V E S C R E E N P L A N CO M P R E H E N S I V E S C R E E N P L A N CO M P R E H E N S I V E S C R E E N P L A N CO M P R E H E N S I V E S C R E E N P L A N 0' 15 ' 30 ' 60 ' 12 0 ' 0' 40 ' 80 ' 16 0 ' 32 0 ' N EXHIBIT L 2 '8 " S 2 ' D 1 '4 " D 2 '8 " S 35 ' B U I L D I N G S E T B A C K 3 5 ' B U I L D I N G S E T B A C K 3 5 ' B U I L D I N G S E T B A C K5' P A R K I N G S E T B A C K 5' P A R K I N G S E T B A C K 1 5 ' P A R K I N G S E T B A C K WETLAND MANAGE IIREGIONAL TRAIL CONNECTION DR A I N A G E A N D U T I L I T Y EA S E M E N T DECK 735 S.F. PR O P O S E D F E N C E HA N D I C A P P A R K I N G S I G N 3' MAINTENANCE MOW STRIP 15 ' S I G N S E T B A C K MO N U M E N T S I G N 3 L5 . 1 X X X X X X X X X X X X X X X X HA N D I C A P P A R K I N G S I G N 1 9 ' - 0 " ST O P S I G N NO P A R K I N G F I R E L A N E S I G N PC F T W B -6 7 PR O P O S E D AP A R T M E N T B U I L D I N G 23 , 1 0 0 S . F . FO O T P R I N T 1S T F L O O R 10 0 ' - 0 " S I L L 8 " C M U 8 " 5 ' - 0 " M I N . 1' - 5 5 / 8 " PR E C A S T C A P LE T T E R I N G - B O T H S I D E S TO P O F W A L L W I T H (1 ) # 4 C O N T . BR I C K V E N E E R WI T H B R I C K T I E S #4 V E R T S A T 1 8 " O . C . M A X C E N T E R E D I N W A L L PR O V I D E 2 4 " M I N . L A P W I T H D O W E L S #4 H O R I Z O N T A L A T 1 2 " O . C . M A X C E N T E R E D I N W A L L 8" C A S T I N P L A C E W A L L W I T H RE I N F O R C I N G AI R S P A C E - GR O U T S O L I D CM U S I L L RO C K F A C E C M U V E N E E R #4 V E R T S A N D ST A N D A R D H O O K A T 16 " O . C . M A X . CE N T E R E D I N W A L L 4' -0" W I D E X 1 ' -0" TH I C K F O O T I N G W I T H (4 ) # 5 B A R S CO N T I N U O U S L O N G 3 5 / 8 " 1/ 4 " 1/ 4 " 3 5 / 8 " 1' - 3 5 / 8 " 3 ' - 0 " 1 ' - 0 " 4 " 1S T F L O O R 10 0 ' - 0 " 10 ' - 0 " M A X . LEGEND LEGEND LEGEND LEGEND PC PASSENGER CAR FT FIRE TRUCK WB -67 SEMI - TRUCK 34 14 8 2 ' - 7 5 / 8 " ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E FD E L E C R I C A L E L E C R I C A L E L E C R I C A L E L E C R I C A L MA U BI K E ST O R A G E EL E C T R I C A L GA S M E T E R 16 ' - 0 " 6 ' - 0 " GA R A G E GA R A G E G A R A G E GA R A G E E N T R Y E N T R Y E N T R Y E N T R Y 1 6 ' - 0 " PC PC T U S H I E M O N T G O M E R Y A R C H I T E C T S 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423 -4084 612 . 861 . 9636 FAX: 612 . 861. 9632 W W W . T M I A R C H I T E C T S . C O M PREPARED FOR:PREPARED FOR:PREPARED FOR:PREPARED FOR:Revisions & Addendums Revisions & Addendums Revisions & Addendums Revisions & Addendums © 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.APRIL 15, 2016 APRIL 15, 2016 APRIL 15, 2016 APRIL 15, 2016 -- -- CUP SUBMITTAL CUP SUBMITTAL CUP SUBMITTAL CUP SUBMITTALALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE,ARE HEREBY SPECIFICALLY RESERVED.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PRE -PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRINT NAME:PRINT NAME:PRINT NAME:PRINT NAME:SIGNATURE:SIGNATURE:SIGNATURE:SIGNATURE:DATE: 05/17/16 LICENSE #: DATE: 05/17/16 LICENSE #: DATE: 05/17/16 LICENSE #: DATE: 05/17/16 LICENSE #: 15146 15146 15146 15146Gary Tushie -P R E L I M I N A R Y -N O T F O R C O N S T R U C T I O NMAY 17, 2016 MAY 17, 2016 MAY 17, 2016 MAY 17, 2016 -- -- REVISION PER STAFF REVISION PER STAFF REVISION PER STAFF REVISION PER STAFF COMMENTS COMMENTS COMMENTS COMMENTS 5/ 1 8 / 2 0 1 6 9 : 3 3 : 3 8 A M Lakeville Pointe 18030 Kenwood Trail Lakeville, MN 55044 L5.1 L5.1 L5.1 L5.1SITE ACCESS /SITE ACCESS /SITE ACCESS /SITE ACCESS /SIGNAGE PLAN SIGNAGE PLAN SIGNAGE PLAN SIGNAGE PLAN216025A216025A 216025A 216025A SC A L E 1 " = 3 0 ' - 0 " 1 1 1 1 SI TE A C C E S S / S I G N A G E P L A N SI T E A C C E S S / S I G N A G E P L A N SI T E A C C E S S / S I G N A G E P L A N SI T E A C C E S S / S I G N A G E P L A N 0' 15 ' 30 ' 60 ' 12 0 ' N SC A L E 3 / 4 " = 1 ' - 0 " 2 2 2 2 SI TE - M O N U M N E T S I G N - S E C T I O N SI T E - M O N U M N E T S I G N - S E C T I O N SI T E - M O N U M N E T S I G N - S E C T I O N SI T E - M O N U M N E T S I G N - S E C T I O N SC A L E 3 / 4 " = 1 ' - 0 " 3 3 3 3 SI TE - M O N U M E N T S I G N - E L E V A T I O N SI T E - M O N U M E N T S I G N - E L E V A T I O N SI T E - M O N U M E N T S I G N - E L E V A T I O N SI T E - M O N U M E N T S I G N - E L E V A T I O N SC A L E 1 / 1 6 " = 1 ' - 0 " 4 4 4 4 GA RA G E - T U R N I N G D E T A I L GA R A G E - T U R N I N G D E T A I L GA R A G E - T U R N I N G D E T A I L GA R A G E - T U R N I N G D E T A I L EXHIBIT M UP DECK DECK DECK DECK DECK DECK D E C K 2 '-0 " 2 '-0 " 2'-0" 2 '-0 " 2 '-0 " UP 4 . 1 6 . 1 0 . 2 5 . 2 4 . 2 5 . 2 6 . 2 1 . 2 1 . 2 0 . 2 6 . 1 3 . 1 3 . 1 2 . 1 8 . 0 7 . 1 1 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 2 . 0 4 . 0 9 . 0 3 . 2 2 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 0 4 . 0 5 . 0 8 . 0 3 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 0 8 . 0 9 . 0 0 . 2 3 . 2 2 . 1 1 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 2 . 0 2 . 1 6 . 1 2 . 2 2 . 2 3 . 2 5 . 1 2 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 2 . 2 2 . 2 9 . 1 9 . 1 5 . 0 2 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 5 . 1 5 . 1 5 . 1 7 . 0 6 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 2 . 1 1 . 1 3 . 1 5 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 7 . 1 8 . 1 9 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 5 . 0 9 . 0 3 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 4 . 0 0 . 1 5 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 0 5 . 0 2 . 1 8 . 1 5 . 2 2 . 2 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 0 8 . 3 2 . 3 0 . 2 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 2 . 0 4 . 2 2 . 1 8 . 0 5 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 0 2 . 1 1 . 1 0 . 1 8 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 2 . 0 1 . 1 0 . 1 9 . 0 8 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 0 4 . 0 1 . 1 0 . 1 9 . 0 8 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 2 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 0 3 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 2 . 0 5 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 0 3 . 0 7 . 0 1 . 1 0 . 1 9 . 0 5 . 0 1 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 0 4 . 0 8 . 0 3 . 1 0 . 1 8 . 0 3 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 2 . 0 9 . 0 2 . 1 1 . 1 0 . 1 6 . 0 2 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 3 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 0 4 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 2 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 3 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 0 4 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 0 5 . 0 8 . 0 0 . 1 9 . 0 4 . 0 1 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 2 . 0 5 . 0 7 . 0 0 . 1 7 . 0 3 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 2 . 0 4 . 0 7 . 0 9 . 0 5 . 0 1 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 0 3 . 0 5 . 0 8 . 0 9 . 0 0 . 1 9 . 0 9 . 0 8 . 0 4 . 0 1 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 0 1 . 0 3 . 0 5 . 0 7 . 0 9 . 0 0 . 1 0 . 1 0 . 1 9 . 0 8 . 0 6 . 0 2 . 0 1 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 0 2 . 0 3 . 0 5 . 0 6 . 0 8 . 0 9 . 0 8 . 0 8 . 0 8 . 0 6 . 0 4 . 0 1 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 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0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 EC F 4 - I S 2. 3 2 . 4 2 . 0 3. 0 2 . 5 2 . 5 2 . 1 1 . 7 1 . 3 2. 4 2 . 6 2 . 5 2 . 2 1 . 9 1 . 6 1 . 2 1. 5 1 . 6 1 . 6 1. 3 1 . 4 1 . 3 1. 2 1 . 5 1 . 8 2 . 1 1 . 8 1 . 6 1 . 4 1. 5 1 . 8 2 . 1 2 . 4 2 . 4 2 . 2 2 . 2 2 . 0 1 . 7 2. 5 2 . 6 2 . 7 2 . 7 2 . 4 2 . 0 3. 2 3 . 3 2 . 7 2 . 3 3. 4 3 . 2 2 . 9 2 . 5 1 . 9 1 . 0 0 . 4 1. 3 2 . 5 2 . 8 2 . 6 2 . 4 1 . 7 1 . 0 0 . 6 1. 2 1 . 2 1 . 3 1 . 6 1 . 5 1 . 2 1 . 0 0 . 8 1. 2 1 . 2 1 . 3 1 . 4 1 . 5 1 . 3 1 . 2 1 . 0 0 . 9 0 . 5 1. 2 1 . 4 1 . 4 1 . 4 1 . 6 1 . 4 1 . 3 1 . 1 1 . 0 0 . 7 1. 2 1 . 4 1 . 4 1 . 3 1 . 3 1 . 4 1 . 3 1 . 2 1 . 0 0 . 8 1. 2 1 . 3 1 . 3 1 . 3 1 . 5 1 . 6 1 . 4 1 . 2 1 . 1 0 . 9 0 . 6 1. 1 1 . 3 1 . 5 1 . 4 1 . 4 1 . 5 1 . 5 1 . 4 1 . 3 1 . 1 1. 1 1 . 3 1 . 4 1 . 5 1 . 6 1 . 7 1 . 8 1 . 7 1 . 6 1. 2 1 . 3 1 . 6 1 . 8 2 . 0 2 . 0 2 . 0 1 . 9 1 . 7 1 . 5 1. 5 1 . 8 1 . 9 2 . 0 2 . 1 2 . 0 1 . 9 1 . 7 1 . 4 0 . 8 1. 6 1 . 8 1 . 9 2 . 0 2 . 0 1 . 8 1 . 7 1 . 4 1 . 3 1 . 1 0 . 9 0 . 6 1. 6 1 . 7 1 . 7 1 . 7 1 . 6 1 . 5 1 . 5 1 . 4 1 . 3 1 . 1 1 . 0 0 . 8 1. 3 1 . 4 1 . 4 1 . 5 1 . 3 1 . 6 1 . 5 1 . 3 1 . 2 1 . 0 0 . 9 1. 1 1 . 2 1 . 3 1 . 5 1 . 3 1 . 3 1 . 3 1 . 4 1 . 2 1 . 1 0 . 9 0 . 6 1. 1 1 . 2 1 . 3 1 . 3 1 . 2 1 . 6 1 . 4 1 . 2 1 . 1 0 . 9 0 . 7 1. 1 1 . 2 1 . 3 1 . 5 1 . 3 1 . 4 1 . 3 1 . 2 1 . 1 1. 0 1 . 1 1 . 2 1 . 3 1 . 2 1 . 2 1 . 2 1 . 1 1 . 0 0 . 8 1. 0 1 . 1 1 . 1 1 . 1 1 . 1 1 . 1 1 . 0 0 . 9 1. 0 1 . 0 1 . 0 1 . 0 0. 9 AL L F I X T U R E S A R E S H O W N M O U N T E D A T 2 0 F E E T A B O V E F I N I S H E D G R A D E Ca l c u l a t i o n S u m m a r y P r o j e c t : L a k e v i l l e P o i n t e - L a k e v i l l e , M N La b e l CalcType Units Avg Max Min Avg/Min Max/Min FC B e y o n d P r o p L i n e a t G r a d e Illuminance Fc 0.01 1.7 0.0 N.A. N.A. Gr a s s A r e a F C a t G r a d e Illuminance Fc 0.22 3.8 0.0 N.A. N.A. Pa v e d A r e a F C a t G r a d e Illuminance Fc 1.52 3.4 0.4 3.80 8.50SINGLE3372 0.850 LPW16-7 36.3 B1-U0-G1 Lu m i n a i r e S c h e d u l e Pr o j e c t : L a k e v i l l e P o i n t e - L a k e v i l l e , M N Sy m b o l Q t y La b e l Arrangement Lum. Lumens LLF Description Lum. Watts BUG Rating 1 LP W 1 6 2 E C F 5 SINGLE 20874 0.850 ECF-5-215LA-641A-NW 210.3 B5-U0-G3 2 EC F 4 - I S S I N G L E 15431 0.850 ECF-1-4-215LA-641A-NW-IS 211.7 B2-U0-G3 30 ' B U I L D I N G S E T B A C K 3 0 ' B U I L D I N G S E T B A C K 3 0 ' B U I L D I N G S E T B A C K 5 ' P A R K I N G S E T B A C K 5' P A R K I N G S E T B A C K 1 5 ' P A R K I N G S E T B A C K WE T L A N D M A N A G E I I RE G I O N A L T R A I L C O N N E C T I O N ST O R M W A T E R PO N D D R A I N A G E A N D U T I L I T Y E A S E M E N T PR O P O S E D A P A R T M E N T BU I L D I N G 23 , 1 0 0 S . F . F O O T P R I N T EC F 5 EC F 5 EC F 4 - I S LP W 1 6 SI T E L I G H T I N G N O T E S : 1. A L L S I T E L I G H T I N G A R E D E S I G N E D B Y T S R L I G H T I N G . 2. P H O T O M E T R I C I S C O N C E P T P L A N O N L Y . I T S H A L L N O T B E U S E D A S A C O N S T R U C T I O N D O C U M E N T 3. G E N E R A L C O N T R A C T O R S H A L L O B T A I N L I G H T I N G P E R M I T T H R O U G H E L E C T R I C A L S U B C O N T R A C T O R T U S H I E MO NT GOM E R Y A R C H I T E C T S 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423 - 4084 612 . 861 . 9636 FAX: 612 . 861. 9632 W W W . T M I A R C H I T E C T S . C O M PREPARED FOR:PREPARED FOR:PREPARED FOR:PREPARED FOR:2009 Tushie Montgomery & Associates, Inc.2009 Tushie Montgomery & Associates, Inc.2009 Tushie Montgomery & Associates, Inc.2009 Tushie Montgomery & Associates, Inc.©© ©©Revisions & Addendums Revisions & Addendums Revisions & Addendums Revisions & Addendums18030 Kenwood Trail Lakeville, MN 55044 5/ 1 7 / 2 0 1 6 4 : 4 6 : 4 2 P M Lakeville Pointe L6.0 L6.0 L6.0 L6.0LIGHTING PLAN LIGHTING PLAN LIGHTING PLAN LIGHTING PLAN216025A216025A 216025A 216025A SC A L E 1 " = 3 0 ' - 0 " 1 1 1 1 LI G H T I N G P L A N LI G H T I N G P L A N LI G H T I N G P L A N LI G H T I N G P L A N ECF4-IS & ECF5 LPW16 N 0' 15 ' 30 ' 60 ' 12 0 ' EXHIBIT N UP UP 34 9 14 5 S T A I R S T A I R S T A I R S T A I R GA R A G E GA R A G E G A R A G E GA R A G E TR A S H TR A S H T R A S H TR A S H E L E V . E L E V . E L E V . E L E V . E Q U I P . E Q U I P . E Q U I P . E Q U I P . E L E V E L E V E L E V E L E V LO B B Y LO B B Y L O B B Y LO B B Y 62 I N D O O R P A R K I N G S P A C E S 32 4 ' - 6 " 82' - 7 5/8" 7 1 ' - 4 7 / 8 " 1 8 ' - 0 " 2 4 ' - 0 " 1 8 ' - 0 " ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E STORAGE STORAGESTORAGE STORAGE STORAGE STORAGE STORAGESTORAGE ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E ST O R A G E STORAGE STORAGESTORAGESTORAGESTORAGESTORAGESTORAGESTORAGE ST O R A G E FD FD FD FD FD W A T E R S E R V I C E W A T E R S E R V I C E W A T E R S E R V I C E W A T E R S E R V I C E FD ELECRICAL ELECRICAL ELECRICAL ELECRICAL SA N I T A R Y WA T E R S U P P L Y - S E E C I V I L IN F L A M A B L E W A S T E T R A P MAU WA L L MO U N T E D BI K E R A C K S BIKE STORAGE ELECTRICALGAS METER 6 0 ' - 0 " 27 ' - 0 " 9' - 0 " 8' - 0 " 6' - 0"16' - 0" UN I T D 3 U N I T D 3 U N I T D 3 UN I T D 3 95 2 S F UN I T C 2 UN I T C 2 U N I T C 2 UN I T C 2 UN I T C 1 UN I T C 1 U N I T C 1 UN I T C 1 U N I T C 1 UN I T C 1 U N I T C 1 UN I T C 1 CL U B R O O M CL U B R O O M CL U B R O O M CL U B R O O M FI T N E S S FI T N E S S F I T N E S S FI T N E S S S T O R A G E S T O R A G E S T O R A G E S T O R A G E UN I T C 1 UN I T C 1 U N I T C 1 UN I T C 1 UNIT C2 UNIT C2 UNIT C2 UNIT C2 UNIT D3 UNIT D3 UNIT D3 UNIT D3 UNIT D5 UNIT D5 UNIT D5 UNIT D5UNIT A2 UNIT A2 UNIT A2 UNIT A2 UN I T A 1 UN I T A 1 U N I T A 1 UN I T A 1 UN I T C 1 UN I T C 1 U N I T C 1 UN I T C 1 UN I S E X UN I S E X U N I S E X UN I S E X OF F I C E OF F I C E O F F I C E OF F I C E E N T R Y L O B B Y E N T R Y L O B B Y E N T R Y L O B B Y E N T R Y L O B B Y OF F I C E OF F I C E O F F I C E OF F I C E E L E C . E L E C . E L E C . E L E C . M A I N T . M A I N T . M A I N T . M A I N T . E L E V . E L E V . E L E V . E L E V . LO B B Y LO B B Y L O B B Y LO B B Y T R A S H T R A S H T R A S H T R A S H A C C E S S A C C E S S A C C E S S A C C E S S TR A S H TR A S H T R A S H TR A S H PA C K . PA C K . P A C K . PA C K . VE S T I B U L E VE S T I B U L E V E S T I B U L E VE S T I B U L E UN I T A 1 UN I T A 1 U N I T A 1 UN I T A 1 UN I T C 1 UN I T C 1 U N I T C 1 UN I T C 1 95 2 S F UN I T C 2 UN I T C 2 U N I T C 2 UN I T C 2 UN I T D 3 UN I T D 3 U N I T D 3 UN I T D 3 ST A I R ST A I R S T A I R ST A I R STAIR STAIR STAIR STAIR45' - 10 1/8"34' - 0" 34 ' - 0 " 62 ' - 0 " 34 ' - 0 " 34 ' - 0 " 34 ' - 0 " 45 ' - 1 0 1 / 8 " 3 5 ' - 9 " 3 5 ' - 9 " 7 1 ' - 6 " 29' - 9 1/8"23' - 5"9' - 4"26' - 4" 34 ' - 0 " 51 ' - 0 " 26 ' - 0 " 34 ' - 0 " 34 ' - 4 " 9' - 4 " 46 ' - 7 " 47' - 1"35' - 9"82' - 10" 45 ' - 1 0 " 1 8 ' - 0 " OU T D O O R D E C K 32 3 ' - 8 1 / 4 " FI R E D E P T . CO N N E C T I O N T U S H I E M O N T G O M E R Y A R C H I T E C T S 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423 -4084 612 . 861 . 9636 FAX: 612 . 861. 9632 W W W . T M I A R C H I T E C T S . C O M PREPARED FOR:PREPARED FOR:PREPARED FOR:PREPARED FOR:ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE,ARE HEREBY SPECIFICALLY RESERVED.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PRE -PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRINT NAME:PRINT NAME:PRINT NAME:PRINT NAME:SIGNATURE:SIGNATURE:SIGNATURE:SIGNATURE:DATE: 4/15/16 LICENSE #: DATE: 4/15/16 LICENSE #: DATE: 4/15/16 LICENSE #: DATE: 4/15/16 LICENSE #: Revisions & Addendums Revisions & Addendums Revisions & Addendums Revisions & Addendums22922292 2292 2292 0 0 0 0Andy Krenik © 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.APRIL 15, 2016 APRIL 15, 2016 APRIL 15, 2016 APRIL 15, 2016 -- -- CUP SUBMITTAL CUP SUBMITTAL CUP SUBMITTAL CUP SUBMITTAL -P R E L I M I N A R Y -N O T F O R C O N S T R U C T I O NMAY 17, 2016 MAY 17, 2016 MAY 17, 2016 MAY 17, 2016 -- -- REVISION PER STAFF REVISION PER STAFF REVISION PER STAFF REVISION PER STAFF COMMENTS COMMENTS COMMENTS COMMENTS 5/ 1 8 / 2 0 1 6 9 : 3 3 : 3 5 A M Lakeville Pointe 18030 Kenwood Trail Lakeville, MN 55044 A1.0 A1.0 A1.0 A1.0GARAGE / 1ST GARAGE / 1ST GARAGE / 1ST GARAGE / 1ST FLOOR PLAN FLOOR PLAN FLOOR PLAN FLOOR PLAN216025A216025A 216025A 216025A SC A L E 3 / 3 2 " = 1 ' - 0 " 1 1 1 1 Ga ra g e Ga r a g e G a r a g e Ga r a g e SC A L E 3 / 3 2 " = 1 ' - 0 " 2 2 2 2 1S T F L O O R P L A N 1S T F L O O R P L A N 1S T F L O O R P L A N 1S T F L O O R P L A N EXHIBIT O UP UNIT C2 UNIT C2 UNIT C2 UNIT C2UNIT D3 UNIT D3 UNIT D3 UNIT D3 UNIT D5 UNIT D5 UNIT D5 UNIT D5 UN I T C 2 UN I T C 2 U N I T C 2 UN I T C 2 UN I T C 1 UN I T C 1 U N I T C 1 UN I T C 1 UN I T A 1 UN I T A 1 U N I T A 1 UN I T A 1 UNIT A1 UNIT A1 UNIT A1 UNIT A1STAIRSTAIR STAIR STAIR UN I T C 1 UN I T C 1 U N I T C 1 UN I T C 1 UN I T C 2 UN I T C 2 U N I T C 2 UN I T C 2 UN I T D 3 UN I T D 3 U N I T D 3 UN I T D 3 UN I T D 3 UN I T D 3 U N I T D 3 UN I T D 3 UNIT A2 UNIT A2 UNIT A2 UNIT A2 UN I T C 1 UN I T C 1 U N I T C 1 UN I T C 1 ST A I R ST A I R S T A I R ST A I R UN I T C 1 UN I T C 1 U N I T C 1 UN I T C 1 UN I T D 1 UN I T D 1 U N I T D 1 UN I T D 1 UN I T C 2 UN I T C 2 U N I T C 2 UN I T C 2 UN I T C 3 UN I T C 3 U N I T C 3 UN I T C 3 A D A A D A A D A A D A TR A S H TR A S H T R A S H TR A S H T R A S H T R A S H T R A S H T R A S H A C C E S S A C C E S S A C C E S S A C C E S S E L E V E L E V E L E V E L E V LO B B Y LO B B Y L O B B Y LO B B Y M A I N T . M A I N T . M A I N T . M A I N T . E L E C . E L E C . E L E C . E L E C . S T O R A G E S T O R A G E S T O R A G E S T O R A G E S T O R A G E S T O R A G E S T O R A G E S T O R A G E 45 ' - 1 0 1 / 8 " 34 ' - 0 " 34 ' - 0 " 34 ' - 0 " 10 ' - 0 " 34 ' - 0 " 8' - 0 " 44 ' - 0 " 34' - 0"45' - 10 1/8" 3 5 ' - 9 " 3 5 ' - 9 " 7 1 ' - 6 " 41 ' - 8 3 / 4 " 9' - 4 " 34 ' - 4 " 34 ' - 0 " 26 ' - 0 " 51 ' - 0 " 34 ' - 0 " 26' - 4"9' - 4"53' - 2 1/8"47' - 1"35' - 9"82' - 10" 32 3 ' - 8 1 / 4 " 6" / 12"6" / 12"6" / 12"6" / 12" 4" / 1 2 " 4" / 1 2 " 6" / 1 2 " 6" / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6" / 1 2 " 6" / 1 2 " 6 " / 1 2 " 6" / 1 2 " 6" / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6" / 1 2 " 4 " / 1 2 " 4 " / 1 2 " 6" / 12"6" / 12" 6" / 1 2 " 6" / 1 2 " 6 " / 1 2 " OU T D O O R D E C K RIDGE VENT 6" / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6 " / 1 2 " 6" / 12"6" / 12" 6 " / 1 2 " T U S H I E M O N T G O M E R Y A R C H I T E C T S 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423 - 4084 612 . 861 . 9636 FAX: 612 . 861. 9632 W W W . T M I A R C H I T E C T S . C O M PREPARED FOR:PREPARED FOR:PREPARED FOR:PREPARED FOR:ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE,ARE HEREBY SPECIFICALLY RESERVED.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PRE-PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRINT NAME:PRINT NAME:PRINT NAME:PRINT NAME:SIGNATURE:SIGNATURE:SIGNATURE:SIGNATURE:DATE: 4/15/16 LICENSE #:DATE: 4/15/16 LICENSE #:DATE: 4/15/16 LICENSE #:DATE: 4/15/16 LICENSE #:Revisions & Addendums Revisions & Addendums Revisions & Addendums Revisions & Addendums2292022920 22920 22920Andy Krenik © 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTALALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE,ARE HEREBY SPECIFICALLY RESERVED.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PRE-PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRINT NAME:PRINT NAME:PRINT NAME:PRINT NAME:SIGNATURE:SIGNATURE:SIGNATURE:SIGNATURE:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:15146 15146 15146 15146Gary Tushie -P R E L I M I N A R Y -N O T F O R C O N S T R U C T I O NMAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF COMMENTS COMMENTS COMMENTS COMMENTS18030 Kenwood Trail Lakeville, MN 55044 5/ 1 7 / 2 0 1 6 4 : 4 3 : 4 4 P M Lakeville Pointe A1.1 A1.1 A1.1 A1.12ND - 3RD FLOOR /2ND - 3RD FLOOR /2ND - 3RD FLOOR /2ND - 3RD FLOOR /ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN216025A216025A 216025A 216025A SC A L E 3 / 3 2 " = 1 ' - 0 " 1 1 1 1 2N D - 3 R D F L O O R P L A N 2N D - 3 R D F L O O R P L A N 2N D - 3 R D F L O O R P L A N 2N D - 3 R D F L O O R P L A N SC A L E 3 / 3 2 " = 1 ' - 0 " 2 2 2 2 R O O F P L A N R O O F P L A N R O O F P L A N R O O F P L A N 1,177 SFUNIT C3 ADA UNIT C3 ADA UNIT C3 ADA UNIT C3 ADABEDROOM 1CLOSETBATHROOMWASHER / DRYER KITCHEN / LIVING ROOM MA S T E R B E D R O O M CL O S E T BA T H R O O M 74 7 S F UN I T A 1 UN I T A 1 U N I T A 1 UN I T A 1 BE D R O O M 1 CL O S E T BA T H R O O M W A S H E R / D R Y E R KI T C H E N / L I V I N G R O O M 74 0 S F UN I T A 2 UN I T A 2 U N I T A 2 UN I T A 2 BE D R O O M 1 CL O S E T BA T H R O O M WA S H E R / D R Y E R KI T C H E N / L I V I N G R O O M 963 SFUNIT C1 UNIT C1 UNIT C1 UNIT C1BEDROOM 1CLOSETBATHROOMWASHER / DRYER KI T C H E N / L I V I N G R O O M MASTER BEDROOMCLOSETBATHROOM 95 2 S F UN I T C 2 UN I T C 2 U N I T C 2 UN I T C 2 MA S T E R B E D R O O M CL O S E T BA T H R O O M W A S H E R / D R Y E R KI T C H E N / L I V I N G R O O M BA T H R O O M BE D R O O M 1 CL O S E T T U S H I E M O N T G O M E R Y A R C H I T E C T S 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423 - 4084 612 . 861 . 9636 FAX: 612 . 861. 9632 W W W . T M I A R C H I T E C T S . C O M PREPARED FOR:PREPARED FOR:PREPARED FOR:PREPARED FOR:ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE,ARE HEREBY SPECIFICALLY RESERVED.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PRE-PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRINT NAME:PRINT NAME:PRINT NAME:PRINT NAME:SIGNATURE:SIGNATURE:SIGNATURE:SIGNATURE:DATE: 4/15/16 LICENSE #:DATE: 4/15/16 LICENSE #:DATE: 4/15/16 LICENSE #:DATE: 4/15/16 LICENSE #:Revisions & Addendums Revisions & Addendums Revisions & Addendums Revisions & Addendums2292022920 22920 22920Andy Krenik © 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTALALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE,ARE HEREBY SPECIFICALLY RESERVED.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PRE-PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRINT NAME:PRINT NAME:PRINT NAME:PRINT NAME:SIGNATURE:SIGNATURE:SIGNATURE:SIGNATURE:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:15146 15146 15146 15146Gary Tushie -P R E L I M I N A R Y -N O T F O R C O N S T R U C T I O NMAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF COMMENTS COMMENTS COMMENTS COMMENTS18030 Kenwood Trail Lakeville, MN 55044 5/ 1 7 / 2 0 1 6 4 : 4 4 : 1 3 P M Lakeville Pointe A4.0 A4.0 A4.0 A4.0UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS216025A216025A 216025A 216025A SC A L E 1 / 4 " = 1 ' - 0 " 5 5 5 5 UN I T C 3 UN I T C 3 U N I T C 3 UN I T C 3 SC A L E 1 / 4 " = 1 ' - 0 " 1 1 1 1 UN I T A 1 UN I T A 1 U N I T A 1 UN I T A 1 SC A L E 1 / 4 " = 1 ' - 0 " 2 2 2 2 UN I T A 2 UN I T A 2 U N I T A 2 UN I T A 2 SC A L E 1 / 4 " = 1 ' - 0 " 3 3 3 3 UN I T C 1 UN I T C 1 U N I T C 1 UN I T C 1 SC A L E 1 / 4 " = 1 ' - 0 " 4 4 4 4 UN I T C 2 UN I T C 2 U N I T C 2 UN I T C 2 1, 2 1 5 S F UN I T D 1 UN I T D 1 U N I T D 1 UN I T D 1 BE D R O O M 1 CL O S E T B A T H R O O M WA S H E R / D R Y E R KI T C H E N / L I V I N G R O O M BA T H R O O M BE D R O O M 2 CL O S E T MA S T E R B E D R O O M CL O S E T 1, 2 7 9 S F UN I T D 3 UN I T D 3 U N I T D 3 UN I T D 3 BE D R O O M 1 CL O S E T BA T H R O O M WA S H E R / D R Y E R KI T C H E N / L I V I N G R O O M BE D R O O M 2 CL O S E T CL O S E T MA S T E R B E D R O O M BA T H R O O M 1,267 SFUNIT D5 UNIT D5 UNIT D5 UNIT D5BEDROOM 1CLOSETBATHROOM WA S H E R / D R Y E R KITCHEN / LIVING ROOMBEDROOM 2 CLOSET MA S T E R B E D R O O M CL O S E T BA T H R O O M T U S H I E M O N T G O M E R Y A R C H I T E C T S 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423 - 4084 612 . 861 . 9636 FAX: 612 . 861. 9632 W W W . T M I A R C H I T E C T S . C O M PREPARED FOR:PREPARED FOR:PREPARED FOR:PREPARED FOR:ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE,ARE HEREBY SPECIFICALLY RESERVED.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PRE-PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRINT NAME:PRINT NAME:PRINT NAME:PRINT NAME:SIGNATURE:SIGNATURE:SIGNATURE:SIGNATURE:DATE: 4/15/16 LICENSE #:DATE: 4/15/16 LICENSE #:DATE: 4/15/16 LICENSE #:DATE: 4/15/16 LICENSE #:Revisions & Addendums Revisions & Addendums Revisions & Addendums Revisions & Addendums2292022920 22920 22920Andy Krenik © 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTALALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE,ARE HEREBY SPECIFICALLY RESERVED.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PRE-PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRINT NAME:PRINT NAME:PRINT NAME:PRINT NAME:SIGNATURE:SIGNATURE:SIGNATURE:SIGNATURE:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:15146 15146 15146 15146Gary Tushie -P R E L I M I N A R Y -N O T F O R C O N S T R U C T I O NMAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF COMMENTS COMMENTS COMMENTS COMMENTS18030 Kenwood Trail Lakeville, MN 55044 5/ 1 7 / 2 0 1 6 4 : 4 4 : 1 4 P M Lakeville Pointe A4.1 A4.1 A4.1 A4.1UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS216025A216025A 216025A 216025A SC A L E 1 / 4 " = 1 ' - 0 " 1 1 1 1 UN I T D 1 UN I T D 1 U N I T D 1 UN I T D 1 SC A L E 1 / 4 " = 1 ' - 0 " 2 2 2 2 UN I T D 3 UN I T D 3 U N I T D 3 UN I T D 3 SC A L E 1 / 4 " = 1 ' - 0 " 3 3 3 3 UN I T D 5 UN I T D 5 U N I T D 5 UN I T D 5 85 2 S F CL U B R O O M CL U B R O O M CL U B R O O M CL U B R O O M 44 7 S F FI T N E S S FI T N E S S F I T N E S S FI T N E S S 202 SFSTORAGESTORAGE STORAGE STORAGE UN I S E X UN I S E X U N I S E X UN I S E X 54 S F E L E C . E L E C . E L E C . E L E C . 73 S F M A I N T . M A I N T . M A I N T . M A I N T . E L E V . E L E V . E L E V . E L E V . LO B B Y LO B B Y L O B B Y LO B B Y VE S T I B U L E VE S T I B U L E V E S T I B U L E VE S T I B U L E 29 7 S F O F F I C E O F F I C E O F F I C E O F F I C E 32 S F PA C K . PA C K . P A C K . PA C K . TR A S H TR A S H T R A S H TR A S H TR A S H A C C E S S TR A S H A C C E S S TR A S H A C C E S S TR A S H A C C E S S 19 3 S F O F F I C E O F F I C E O F F I C E O F F I C E E N T R Y L O B B Y E N T R Y L O B B Y E N T R Y L O B B Y E N T R Y L O B B Y T U S H I E M O N T G O M E R Y A R C H I T E C T S 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423 - 4084 612 . 861 . 9636 FAX: 612 . 861. 9632 W W W . T M I A R C H I T E C T S . C O M PREPARED FOR:PREPARED FOR:PREPARED FOR:PREPARED FOR:ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE,ARE HEREBY SPECIFICALLY RESERVED.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PRE-PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRINT NAME:PRINT NAME:PRINT NAME:PRINT NAME:SIGNATURE:SIGNATURE:SIGNATURE:SIGNATURE:DATE: 4/15/16 LICENSE #:DATE: 4/15/16 LICENSE #:DATE: 4/15/16 LICENSE #:DATE: 4/15/16 LICENSE #:Revisions & Addendums Revisions & Addendums Revisions & Addendums Revisions & Addendums2292022920 22920 22920Andy Krenik © 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTALALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE,ARE HEREBY SPECIFICALLY RESERVED.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PRE-PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRINT NAME:PRINT NAME:PRINT NAME:PRINT NAME:SIGNATURE:SIGNATURE:SIGNATURE:SIGNATURE:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:15146 15146 15146 15146Gary Tushie -P R E L I M I N A R Y -N O T F O R C O N S T R U C T I O NMAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF COMMENTS COMMENTS COMMENTS COMMENTS18030 Kenwood Trail Lakeville, MN 55044 5/ 1 7 / 2 0 1 6 4 : 4 4 : 1 5 P M Lakeville Pointe A4.2 A4.2 A4.2 A4.2ENLARGED COMMON ENLARGED COMMON ENLARGED COMMON ENLARGED COMMON SPACE SPACE SPACE SPACE216025A216025A 216025A 216025A SC A L E 1 / 4 " = 1 ' - 0 " 1 1 1 1 CO M M O N S P A C E CO M M O N S P A C E CO M M O N S P A C E CO M M O N S P A C E OU T D O O R D E C K 1ST FLOOR 100' - 0"2ND FLOOR 110' - 1 7/8"3RD FLOOR 120' - 3 3/4"ROOF 128' - 4 7/8"GARAGE 89' - 4" SI D I N G # 4 SIDING #3 BRICK #1SIDING #1 SIDING #1 BRICK #1 SI D I N G # 4 SI D I N G # 3 BR I C K # 1 SI D I N G # 3 SI D I N G # 3 SI D I N G # 3 SI D I N G # 4 SI D I N G # 4 SI D I N G # 1 SI D I N G # 1 SI D I N G # 3 SI D I N G # 1 SI D I N G # 1 SI D I N G # 1 SI D I N G # 1 BR I C K # 1 BR I C K # 1 BR I C K # 1 BR I C K # 1 BR I C K # 1 BR I C K # 1 BR I C K # 1 BR I C K # 1 BR I C K # 1 BR I C K # 2 BR I C K # 2 BR I C K # 2 BR I C K # 2 BR I C K # 2 BR I C K # 2 BR I C K # 2 BR I C K # 2 BR I C K # 2 BR I C K # 2 BR I C K # 2 BRICK #2 BRICK #2 BRICK #2 BRICK #2 RO O F # 1 ROOF #1 1S T F L O O R 10 0 ' - 0 " 2N D F L O O R 11 0 ' - 1 7 / 8 " 3R D F L O O R 12 0 ' - 3 3 / 4 " RO O F 12 8 ' - 4 7 / 8 " GA R A G E 89 ' - 4 " BR I C K # 1 SI D I N G # 3 SI D I N G # 2 BR I C K # 1 SI D I N G # 2 BR I C K # 1 BR I C K # 1 SI D I N G # 2 BR I C K # 2 BR I C K # 2 BR I C K # 2 BR I C K # 2 RO O F # 1 RO O F # 1 4 2 ' - 0 1 / 8 " UN I T BA L C O N Y CO M M U N I T Y DE C K 1S T F L O O R 10 0 ' - 0 " 2N D F L O O R 11 0 ' - 1 7 / 8 " 3R D F L O O R 12 0 ' - 3 3 / 4 " RO O F 12 8 ' - 4 7 / 8 " BR I C K # 2 BR I C K # 1 SI D I N G # 3 1S T F L O O R 10 0 ' - 0 " 2N D F L O O R 11 0 ' - 1 7 / 8 " 3R D F L O O R 12 0 ' - 3 3 / 4 " RO O F 12 8 ' - 4 7 / 8 " SI D I N G # 3 BR I C K # 2 BR I C K # 1 AL U M . U N I T B A L C O N Y 1S T F L O O R 10 0 ' - 0 " 2N D F L O O R 11 0 ' - 1 7 / 8 " 3R D F L O O R 12 0 ' - 3 3 / 4 " RO O F 12 8 ' - 4 7 / 8 " SI D I N G # 1 BR I C K # 2 BR I C K # 1 1S T F L O O R 10 0 ' - 0 " 2N D F L O O R 11 0 ' - 1 7 / 8 " 3R D F L O O R 12 0 ' - 3 3 / 4 " RO O F 12 8 ' - 4 7 / 8 " SI D I N G # 3 SI D I N G # 1 BR I C K # 1 BR I C K # 2 1S T F L O O R 10 0 ' - 0 " 2N D F L O O R 11 0 ' - 1 7 / 8 " 3R D F L O O R 12 0 ' - 3 3 / 4 " RO O F 12 8 ' - 4 7 / 8 " BR I C K # 2 BR I C K # 1 MA G I C P A C L O U V E R AL U M . U N I T B A L C O N Y EXTERIOR FINISH SCHEDULE BRICK #1 MANUFACTURER HEBRON COLOR DAKOTA COMMON SIZE UTILITY BRICK MORTAR GRAY STUCCO #1 MANUFACTURER TBD TYPE CEMENTITIOUS STUCCO COLOR TO MATCH BRICK #1 FINISH MEDIUM SIDING #1 MANUFACTURER JAMES HARDIE TYPE HARDIE PLANK COLOR AUTUMN TAN SIZE 3" LAP SIDING #2 MANUFACTURER JAMES HARDIE TYPE HARDIE PLANK COLOR TIMBER BARK SIZE 5" LAPBRICK #2 - SOLDIER COURSE MANUFACTURER SIOUX CITY COLOR MOUNTAIN SHADOW VELOUR SIZE UTILITY BRICK MORTAR GRAY SIDING #3 MANUFACTURER CBF COLOR AUTUMN TAN TYPE CEMENT BOARD PANEL SIDING #4 MANUFACTURER ALSIDE TYPE VINYL SHAKE COLOR TUSCAN CLAY PROFILE BOARD AND BATTEN ROOF #1 MANUFACTURER CERTAIN TEED TYPE ARCHITECTURAL ASPHALT SHINGLES COLOR WEATHERED WOOD SOFFIT / FASCIA MANUFACTURER TBD TYPE PREFINISHED ALUMINUM COLOR ALMOND GUTTERS MANUFACTURER TBD TYPE PREFINISHED ALUMINUM COLOR ALMOND BALCONIES RAIL / STRUCTURE AND BRACKETS TYPE PREFINISHED ALUMINUM COLOR DARK BRONZE DECK STRUCTURE COLOR BEIGE MANUFACTURER TBD TYPE METAL KYNAR FINISH COLOR TBDMAGIC PAK GRILLS MANUFACTURER TBD TYPE METAL KYNAR FINISH COLOR TBDEXHAUST GRILLS MANUFACTURER DOORLINK TYPE PREFINISHED ALUMINUM COLOR ALMONDGARAGE DOORT U S H I E M O N T G O M E R Y A R C H I T E C T S 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423 - 4084 612 . 861 . 9636 FAX: 612 . 861. 9632 W W W . T M I A R C H I T E C T S . C O M PREPARED FOR:PREPARED FOR:PREPARED FOR:PREPARED FOR:ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE,ARE HEREBY SPECIFICALLY RESERVED.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PRE-PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRINT NAME:PRINT NAME:PRINT NAME:PRINT NAME:SIGNATURE:SIGNATURE:SIGNATURE:SIGNATURE:DATE: 4/15/16 LICENSE #:DATE: 4/15/16 LICENSE #:DATE: 4/15/16 LICENSE #:DATE: 4/15/16 LICENSE #:Revisions & Addendums Revisions & Addendums Revisions & Addendums Revisions & Addendums2292022920 22920 22920Andy Krenik © 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTALALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE,ARE HEREBY SPECIFICALLY RESERVED.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PRE-PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRINT NAME:PRINT NAME:PRINT NAME:PRINT NAME:SIGNATURE:SIGNATURE:SIGNATURE:SIGNATURE:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:15146 15146 15146 15146Gary Tushie -P R E L I M I N A R Y -N O T F O R C O N S T R U C T I O NMAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF COMMENTS COMMENTS COMMENTS COMMENTS18030 Kenwood Trail Lakeville, MN 55044 5/ 1 7 / 2 0 1 6 4 : 4 3 : 5 8 P M Lakeville Pointe A3.0 A3.0 A3.0 A3.0EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS216025A216025A 216025A 216025A SC A L E 3 / 3 2 " = 1 ' - 0 " 1 1 1 1 WE S T E L E V A T I O N WE S T E L E V A T I O N WE S T E L E V A T I O N WE S T E L E V A T I O N SC A L E 3 / 3 2 " = 1 ' - 0 " 2 2 2 2 SO U T H E L E V A T I O N SO U T H E L E V A T I O N SO U T H E L E V A T I O N SO U T H E L E V A T I O N EX T E R I O R W A L L S C H E D U L E - W E S T EX T E R I O R - 3 " E X P O S U R E L A P S I D I N G O V E R 2 x 8 W O O D S T U D S 2 , 2 5 4 S F 2 4 % EX T E R I O R - B R I C K O V E R 2 x 8 W O O D S T U D S 5,670 SF 60% EX T E R I O R - B R I C K O V E R C A S T C O N C R E T E 328 SF 3% EX T E R I O R - S I D I N G O V E R 2 x 8 W O O D S T U D S 612 SF 6% EX T E R I O R - V I N Y L S H A K E S I D I N G O V E R 2 x 8 W O O D S T U D S 6 2 7 S F 7 % Gr a n d t o t a l 9,490 SF EX T E R I O R W A L L S C H E D U L E - S O U T H EX T E R I O R - 5 " E X P O S U R E L A P S I D I N G O V E R 2 x 8 W O O D S T U D S 1 , 2 1 5 S F 4 1 % EX T E R I O R - B R I C K O V E R 2 x 8 W O O D S T U D S 826 SF 28% EX T E R I O R - B R I C K O V E R C A S T C O N C R E T E 751 SF 25% EX T E R I O R - S I D I N G O V E R 2 x 8 W O O D S T U D S 183 SF 6% Gr a n d t o t a l : 2 4 2,975 SF EX T E R I O R W A L L S C H E D U L E - O V E R A L L B U I L D I N G EX T E R I O R - 3 " E X P O S U R E L A P S I D I N G O V E R 2 x 8 W O O D S T U D S 2 , 2 5 4 S F 8 % EX T E R I O R - 5 " E X P O S U R E L A P S I D I N G O V E R 2 x 8 W O O D S T U D S 8 , 3 0 4 S F 3 0 % EX T E R I O R - B R I C K O V E R 2 x 8 W O O D S T U D S 8, 3 9 7 S F 3 0 % EX T E R I O R - B R I C K O V E R C A S T C O N C R E T E 2, 9 8 4 S F 1 1 % EX T E R I O R - S I D I N G O V E R 2 x 8 W O O D S T U D S 1, 9 4 2 S F 7 % EX T E R I O R - S T U C C O O V E R C A S T C O N C R E T E 2, 7 9 0 S F 1 0 % EX T E R I O R - V I N Y L S H A K E S I D I N G O V E R 2 x 8 W O O D S T U D S 9 1 8 S F 3 % Gr a n d t o t a l 27 , 5 8 9 S F EX T E R I O R W A L L S C H E D U L E - E A S T EX T E R I O R - 5 " E X P O S U R E L A P S I D I N G O V E R 2 x 8 W O O D S T U D S 6 , 1 3 2 S F 4 9 % EX T E R I O R - B R I C K O V E R 2 x 8 W O O D S T U D S 1,071 SF 9% EX T E R I O R - B R I C K O V E R C A S T C O N C R E T E 1,256 SF 10% EX T E R I O R - S I D I N G O V E R 2 x 8 W O O D S T U D S 985 SF 8% EX T E R I O R - S T U C C O O V E R C A S T C O N C R E T E 2,773 SF 22% EX T E R I O R - V I N Y L S H A K E S I D I N G O V E R 2 x 8 W O O D S T U D S 2 4 4 S F 2 % Gr a n d t o t a l : 8 9 12,461 SF SC A L E 3 / 3 2 " = 1 ' - 0 " 3 3 3 3 WE S T D E C K 1 WE S T D E C K 1 WE S T D E C K 1 WE S T D E C K 1 SC A L E 3 / 3 2 " = 1 ' - 0 " 5 5 5 5 W E S T E N T R Y W E S T E N T R Y W E S T E N T R Y W E S T E N T R Y SC A L E 3 / 3 2 " = 1 ' - 0 " 7 7 7 7 W E S T T Y P . W E S T T Y P . W E S T T Y P . W E S T T Y P . SC A L E 3 / 3 2 " = 1 ' - 0 " 6 6 6 6 W E S T D E C K 2 W E S T D E C K 2 W E S T D E C K 2 W E S T D E C K 2 SC A L E 3 / 3 2 " = 1 ' - 0 " 4 4 4 4 W E S T G R I L L S W E S T G R I L L S W E S T G R I L L S W E S T G R I L L S EX T E R I O R W A L L S C H E U D L E - N O R T H EX T E R I O R - 5 " E X P O S U R E L A P S I D I N G O V E R 2 x 8 W O O D S T U D S 9 5 7 S F 3 8 % EX T E R I O R - B R I C K O V E R 2 x 8 W O O D S T U D S 780 SF 31% EX T E R I O R - B R I C K O V E R C A S T C O N C R E T E 650 SF 26% EX T E R I O R - S I D I N G O V E R 2 x 8 W O O D S T U D S 107 SF 4% EX T E R I O R - V I N Y L S H A K E S I D I N G O V E R 2 x 8 W O O D S T U D S 4 6 S F 2 % Gr a n d t o t a l : 1 6 2,541 SF *** * BR I C K , S T U C C O & S T O N E = 5 1 % O F T O T A L E X T E R I O R W A L L A R E A EXHIBIT P 1ST FLOOR 100' - 0"2ND FLOOR 110' - 1 7/8"3RD FLOOR 120' - 3 3/4"ROOF 128' - 4 7/8"GARAGE 89' - 4" BR I C K # 2 BR I C K # 1 SI D I N G # 4 SI D I N G # 2 SI D I N G # 3 SI D I N G # 3 SI D I N G # 3 BR I C K # 2 BR I C K # 2 BRICK #2 BR I C K # 1 BRICK #1 SI D I N G # 4 SI D I N G # 4 SI D I N G # 4 SIDING #4 SI D I N G # 2 SI D I N G # 2 SI D I N G # 2 SI D I N G # 2 SI D I N G # 2 SI D I N G # 2 SIDING #2 SIDING #2 ST U C C O # 1 ST U C C O # 1 ST U C C O # 1 STUCCO #1 RO O F # 1 1S T F L O O R 10 0 ' - 0 " 2N D F L O O R 11 0 ' - 1 7 / 8 " 3R D F L O O R 12 0 ' - 3 3 / 4 " RO O F 12 8 ' - 4 7 / 8 " GA R A G E 89 ' - 4 " BR I C K # 2 BR I C K # 1 SI D I N G # 4 SI D I N G # 3 SI D I N G # 2 BR I C K # 1 BR I C K # 2 SI D I N G # 2 BR I C K # 1 RO O F # 1 1S T F L O O R 10 0 ' - 0 " 2N D F L O O R 11 0 ' - 1 7 / 8 " 3R D F L O O R 12 0 ' - 3 3 / 4 " RO O F 12 8 ' - 4 7 / 8 " GA R A G E 89 ' - 4 " SI D I N G # 2 BR I C K # 1 MA G I C P A K G R I L L BR I C K # 2 OU T D O O R D E C K 1S T F L O O R 10 0 ' - 0 " 2N D F L O O R 11 0 ' - 1 7 / 8 " 3R D F L O O R 12 0 ' - 3 3 / 4 " RO O F 12 8 ' - 4 7 / 8 " GA R A G E 89 ' - 4 " 1ST FLOOR 100' - 0"2ND FLOOR 110' - 1 7/8"3RD FLOOR 120' - 3 3/4"ROOF 128' - 4 7/8"GARAGE 89' - 4" SI D I N G # 2 BR I C K # 1 BR I C K # 2 1ST FLOOR 100' - 0"2ND FLOOR 110' - 1 7/8"3RD FLOOR 120' - 3 3/4"ROOF 128' - 4 7/8"GARAGE 89' - 4"SIDING #2 STUCCO #1T U S H I E M O N T G O M E R Y A R C H I T E C T S 7645 LYNDALE AVENUE SOUTH, #100 MINNEAPOLIS, MINNESOTA 55423 - 4084 612 . 861 . 9636 FAX: 612 . 861. 9632 W W W . T M I A R C H I T E C T S . C O M PREPARED FOR:PREPARED FOR:PREPARED FOR:PREPARED FOR:ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE,ARE HEREBY SPECIFICALLY RESERVED.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PRE-PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRINT NAME:PRINT NAME:PRINT NAME:PRINT NAME:SIGNATURE:SIGNATURE:SIGNATURE:SIGNATURE:DATE: 4/15/16 LICENSE #:DATE: 4/15/16 LICENSE #:DATE: 4/15/16 LICENSE #:DATE: 4/15/16 LICENSE #:Revisions & Addendums Revisions & Addendums Revisions & Addendums Revisions & Addendums2292022920 22920 22920Andy Krenik © 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.© 2016 Tushie Montgomery & Associates, Inc.APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTAL APRIL 15, 2016- CUP SUBMITTALALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE,ARE HEREBY SPECIFICALLY RESERVED.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PRE-PARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.PRINT NAME:PRINT NAME:PRINT NAME:PRINT NAME:SIGNATURE:SIGNATURE:SIGNATURE:SIGNATURE:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:DATE: 05/17/16 LICENSE #:15146 15146 15146 15146Gary Tushie -P R E L I M I N A R Y -N O T F O R C O N S T R U C T I O NMAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF MAY 17, 2016- REVISION PER STAFF COMMENTS COMMENTS COMMENTS COMMENTS18030 Kenwood Trail Lakeville, MN 55044 5/ 1 7 / 2 0 1 6 4 : 4 4 : 1 1 P M Lakeville Pointe A3.1 A3.1 A3.1 A3.1EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS216025A216025A 216025A 216025A SC A L E 3 / 3 2 " = 1 ' - 0 " 1 1 1 1 E A S T E L E V A T I O N E A S T E L E V A T I O N E A S T E L E V A T I O N E A S T E L E V A T I O N SC A L E 3 / 3 2 " = 1 ' - 0 " 2 2 2 2 NO R T H E L E V A T I O N NO R T H E L E V A T I O N NO R T H E L E V A T I O N NO R T H E L E V A T I O N SC A L E 3 / 3 2 " = 1 ' - 0 " 4 4 4 4 E A S T G R I L L S 1 E A S T G R I L L S 1 E A S T G R I L L S 1 E A S T G R I L L S 1 SC A L E 3 / 3 2 " = 1 ' - 0 " 3 3 3 3 E A S T D E C K E A S T D E C K E A S T D E C K E A S T D E C K SC A L E 3/32" = 1'-0" 5 5 5 5 EAST GRILLS 2 EAST GRILLS 2 EAST GRILLS 2 EAST GRILLS 2 SCALE 3/32" = 1'-0"6 6 6 6 EAST EAST EAST EAST SI D I N G # 2 BR I C K # 1 ST U C C O # 1 UN I T B A L C O N Y Dakota County Surveyor’s Office Western Service Center  14955 Galaxie Avenue  Apple Valley, MN 55124 952.891-7087  Fax 952.891-7127  www.co.dakota.mn.us May 20, 2016 City of Lakeville 20195 Holyoke Avenue Lakeville, MN 55044 Re: LAKEVILLE POINTE The Dakota County Plat Commission met on May 16, 2016, to consider the preliminary plat of the above referenced plat. The plat is adjacent to County State Aid Highway (CSAH) 50, and is therefore subject to the Dakota County Contiguous Plat Ordinance. The proposed plat includes a 49-unit apartment building on the east side of CSAH 50 (Kenwood Trail) with one proposed access to the site off CSAH 50, across from Jurel Way. The revised site includes a high-density apartment building, an outlot with wetlands, and two single-family lots with access to Jaguar Path, a city street. The location of the access to CSAH 50 appears to conflict with future southbound left turning movements into the site. The access location should be moved further north to better align with Jurel Way on the opposite side of CSAH 50. Installation of a right turn lane with the access will be required. The proximity of the trail to the existing roadway adjacent to the right turn lane may require the trail to be moved or to be adjusted for elevation. A permit will be required to review the design, which is done through the permitting process with the Dakota County Transportation Department. All of the alignment turn lanes, and trail design should be resolved through the Dakota County permitting process. An easement also may be needed from the property owner to the south to construct the right turn lane and trail. The right-of-way needs for a four-lane divided roadway are 75 feet of half right of way. Restricted access should be shown along all of CSAH 50 except for one access opening. A quit claim deed to Dakota County for restricted access is required at the time of recording the plat mylars. The plat commission noted that the access to CSAH 50 would be allowed to operate as a full access today and the near future. However, there are no guarantees that the median at Jurel Way would remain a full access in the future and could become restricted or closed due to safety concerns or other implications. As discussed, left-turn lanes and right-turn lanes will be required for the commercial site. The Plat Commission has approved the preliminary plat provided that the described conditions are met. The Ordinance requires submittal of a final plat for review by the Plat Commission before a recommendation is made to the County Board of Commissioners. Traffic volumes on CSAH 50 are 17,700 ADT and are anticipated to be 27,000 ADT by the year 2030. These traffic volumes indicate that current Minnesota noise standards for residential units could be exceeded for the proposed plat. Residential developments along County highways commonly result in noise complaints. In order for noise levels from the highway to meet acceptable levels for adjacent residential units, substantial building setbacks, buffer areas, and other noise mitigation elements should be incorporated into this development. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Please contact Gordon McConnell regarding permitting questions at (952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, Todd B. Tollefson Secretary, Plat Commission c: Nate Herman Mike Roebuck City of Lakeville Public Works – Engineering Division Memorandum To: Daryl Morey, Planning Director From: Matt Decur, Project Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Date: May 26, 2016 Subject: Lakeville Pointe • Preliminary Plat Review • Preliminary Grading and Erosion Control Plan Review • Preliminary Utility Plan Review • Preliminary Tree Preservation Plan Review • Preliminary Site Plan Review BBAACCKKGGRROOUUNNDD R.E.C., Inc./dba Ron Clark Construction has submitted a preliminary plat named Lakeville Pointe. The proposed development is located east of and adjacent to Kenwood Trail (CSAH 50) at the intersection of Kenwood Trail and Jurel Way. The parent parcel consists of Outlot B, Raven Lake Third Addition. The site is zoned O-R, Office/Residential Transition District. The preliminary plat consists of one lot within one block on 3.26 acres. The proposed development will be completed by: Developer: R.E.C., Inc./dba Ron Clark Construction Engineer/Surveyor: Sambatek LLAAKKEEVVIILLLLEE PPOOIINNTTEE –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAAYY 2266,, 22001166 PPAAGGEE 22 OOFF 66 SSIITTEE CCOONNDDIITTIIOONNSS The Lakeville Pointe site consists of 3.26 acres of wooded, undeveloped land. The property generally slopes west to east, draining to a wetland complex within Outlot A, Raven Lake Third Addition. An overhead transmission line is located within a 75-foot easement and crosses Kenwood Trail and through the northeast corner of the site. EEAASSEEMMEENNTTSS The parent parcel contains the following easement which will remain on the parcel: •• NSP Transmission Line Easement per Document No. 722402 SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Kenwood Trail (CSAH 50) Lakeville Pointe is east of and adjacent to Kenwood Trail, a minor arterial roadway as identified in the City’s Comprehensive Transportation Plan. Dakota County controls the right-of-way requirements and access locations along Kenwood Trail. Currently, Kenwood Trail is constructed as a four-lane divided urban roadway with dedicated left turn lane and right turn lane at the existing intersection of Jurel Way. 10-foot wide trails are located along both sides of Kenwood Trail. The current Dakota County Plat Needs Map dated April 16, 2013 identifies Kenwood Trail as a four-line divided roadway with 75-feet of half right-of-way. The underlying plat of Raven Lake Third Addition is dedicating the necessary right-of-way; therefore, no additional right-of-way dedication is required with the Lakeville Pointe plat. The Dakota County Plat Commission reviewed the preliminary plat at their May 16, 2016 meeting and recommended approval. Kenwood Trail adjacent to the parent parcel was reconstructed in 2015 to a four lane divided roadway with Dakota County Project Nos. 50-17 and 60-21 and City Project No. 09-07. The cash fee for the future upgrade of Kenwood Trail has not been collected on the parent parcels. The Developer shall provide a cash fee for the re-construction of Kenwood Trail at the time Lakeville Pointe is final platted. The cash fee will be based on the rate in effect at the time of final plat. The developer will be required to install a right turn lane on Kenwood Trail at the proposed access location. Design of the turn lane will be reviewed and approved by Dakota County with the final plat. SSIITTEE PPLLAANN The proposed development consists of a 21,340 square foot, 49-unit apartment building and parking lot. Access to the site will be from a proposed driveway onto Kenwood Trail, directly across from Jurel Way. The driveway and parking lot are adequately sized to allow truck circulation into and out of the site. The surface parking lot will provide capacity for 63 vehicles, including two LLAAKKEEVVIILLLLEE PPOOIINNTTEE –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAAYY 2266,, 22001166 PPAAGGEE 33 OOFF 66 accessible stalls. Parking is being deferred on 23 of the 63 stalls. Underground parking is provided for 62 vehicles. There is a tot lot, patio, and reinforced grass courtyard on the north side of the parking lot. The reinforced grass courtyard will serve as a fire lane to access the north end of the apartment building. The landscaping plan provides for several types of trees and shrubs in landscaped areas around the building and parking lot. Landscaping areas around the main building will be sodded and irrigated. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility and site construction shall be from Kenwood Trail at the location of the proposed driveway. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS The Parks, Trails and Open Space Plan identifies a 10-foot wide trail on the east side of Kenwood Trail. A 10-foot wide concrete sidewalk was constructed adjacent to Lakeville Pointe in 2015 with City Project No. 09-07. The Developer shall provide a cash fee for its 5/8ths share of the construction costs (excluding grading and restoration) of the concrete sidewalk, based on the contractor’s bid prices for the project, at the time Lakeville Pointe is final platted. The cash fee is calculated as follows: $13,179.54 x 5/8 = $8,237.21 Trail Construction Cost (excluding grading and restoration) Developer’s Cost Share Total There are no other public sidewalks or trails proposed with the Lakeville Pointe improvements. A private sidewalk connection will be made from the apartment building to the existing sidewalk along Kenwood Trail. The Park Dedication requirement has not been collected on the parent parcels, and will be satisfied through a cash contribution that will be paid with the final plat based on the Park Dedication Fee in effect at the time of final plat. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Lakeville Pointe is located within subdistrict OL-56110 and OL-56120 of the Orchard Lake sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed via existing trunk sanitary sewer to the MCES Farmington Interceptor and continue to the Empire Wastewater Treatment Facility. The downstream facilities have sufficient capacity to serve the proposed development. Private sanitary sewer will be extended from an existing service stub within Kenwood Trail. An inside drop manhole will be constructed at the existing stub and 6” private sanitary sewer will be extended into the site to provide service to the development. LLAAKKEEVVIILLLLEE PPOOIINNTTEE –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAAYY 2266,, 22001166 PPAAGGEE 44 OOFF 66 The Lateral Sanitary Sewer Access charge is required for the sanitary sewer within Kenwood Trail. The fee will be required at the time Lakeville Pointe is final platted and will be based on the rate in effect at the time of final plat approval. The Sanitary Sewer Availability Charge has been collected on the parent parcel. WWAATTEERRMMAAIINN Development of Lakeville Pointe includes connection to an existing 16” service stub within Kenwood Trail. Private watermain will be extended within the development to provide water service to the development. The Lateral Watermain Access Charge for trunk watermain in Kenwood Trail has not been collected on the parent parcel. The Lateral Watermain Access Charge shall be collected at the time of final plat approval, based on the current rate in effect at the time of final plat. Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City staff with the final construction plans submitted with the building permit application. OOVVEERRHHEEAADD LLIINNEESS The private existing overhead transmission lines, located at the northwest corner of Lot 1, Block 1 are not required by City Code to be buried and shall remain with the Lakeville Pointe improvements. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Lakeville Pointe is located within subdistricts OL-12A and OL-13 of the Orchard Lake drainage district as identified in the City’s Water Resources Management Plan. The City’s plan does not identify any trunk storm sewer improvements within the proposed plat. Development of Lakeville Pointe includes construction of a private stormwater management basin to collect and treat runoff generated from the site. The basin will be located in the southeast corner of the site, adjacent to the wetland in Outlot A, Raven Lake Third Addition. The final grading plan must indicate any proposed borrow areas in which the building footings will be placed on fill material. The grading specifications must indicate that all embankments meet FHA/HUD 79G specifications. A final certificate of occupancy shall not be issued until an as-built certified grading plan has been submitted and approved by the City Engineer. Lakeville Pointe contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City. LLAAKKEEVVIILLLLEE PPOOIINNTTEE –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAAYY 2266,, 22001166 PPAAGGEE 55 OOFF 66 SSTTOORRMM SSEEWWEERR The development of Lakeville Pointe includes the construction of a private storm sewer system. The privately-owned and maintained storm sewer will be located within Lot 1, Block 1, and will collect and convey stormwater runoff generated from within the development. Stormwater will be conveyed to a filtration basin and eventually to the wetland located in Outlot A, Raven Lake Third Addition. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and will be collected with the Lakeville Pointe final plat. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. FEMA FLOODPLAIN ANALYSIS Lakeville Pointe is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WWEETTLLAANNDDSS The wetland delineation for the site identifies two small wetlands adjacent to Kenwood Trail that are being impacted with the development. A replacement plan must be completed with appropriate WCA sequencing prior to final plat consideration. No wetland impacts can take place until the Wetland Replacement Plan is approved and the wetland credits have been withdrawn. It is the applicant’s responsibility to obtain proper wetland approvals from the U.S. Army Corps of Engineers. There are areas where the proposed grading extends into the minimum wetland buffer areas within Outlot A, Raven Lake Third Addition. Disturbance must be minimized by revising the grading plan prior to final plat approval. TTRREEEE PPRREESSEERRVVAATTIIOONN A tree preservation plan has been submitted. The plan shows a total of 788 significant trees within the site. The plan proposes to save 502 (64%) trees. The tree preservation plan satisfies City requirements. All “save” trees that are damaged or removed will require replacement at a ratio of 2:1 as per the Lakeville Subdivision Ordinance. EERROOSSIIOONN CCOONNTTRROOLL The developer is responsible for obtaining a MPCA Construction Permit for the site as well as developing a SWPPP for the site prior to construction. The permit requires that all erosion and sediment BMPS be clearly outlined in a site’s SWPPP. Changes made throughout construction should be documented in the SWPPP. A second row of silt fence is required along all wetland LLAAKKEEVVIILLLLEE PPOOIINNTTEE –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAAYY 2266,, 22001166 PPAAGGEE 66 OOFF 66 edges. The silt fence must be located outside the minimum buffer area and all basin slopes and slopes adjacent to wetlands must have erosion control blanket. Additional erosion control measures may be required during construction as deemed necessary by City staff or the Dakota County Soil and Water District. Any additional measures required shall be installed and maintained by the developer. RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the preliminary plat, preliminary grading and erosion control plan, preliminary utility plan, and preliminary tree preservation plan for Lakeville Pointe, subject to the requirements within this report.