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Home My WebLink AboutItem 06.n Date: Item No. AVONLEA CLUBHOUSE DEVELOPMENT STAGE PUD Proposed Action Staff recommends adoption of the following motion: Move to approve the Avonlea Community Clubhouse Development Stage PUD. Overview Mattamy Homes representatives are requesting approval of PUD Development Stage Plans for the construction of a community clubhouse on Lot 17, Block 10, Avonlea. The Avonlea planned unit development (PUD) was approved by the City Council on April 6, 2015. The community clubhouse will serve the residents of the Avonlea planned unit development and will be located west of Cedar Avenue at the intersection of Glenbridge Avenue and Green Gables Trail. The Planning Commission held a public hearing on the Avonlea community clubhouse development stage PUD at their June 2, 2016 meeting and unanimously recommended approval subject to four stipulations. There was no public comment. The developer has subsequently submitted a lighting plan addressing Stipulation 1 recommended by the Planning Commission. Stipulations 2 and 3 will be covered as part of Engineering staff’s review of the building permit application. Staff has determined that Stipulation 4 will also be covered as part of the building permit application. Primary Issues to Consider None Supporting Information • June 2, 2016 draft Planning Commission meeting minutes • May 19, 2016 planning report 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 Subdivision Ordinance, SBF PUD Booklet CITY OF LAKEVILLE PLANNING COMMISSION MEETING MINUTES June 2, 2016 Chair Swenson called the meeting to order at 6:00 p.m. in the Council Chambers at City Hall. The pledge of allegiance to the flag was given. Members Present: Chair Jason Swenson, Vice Chair Brooks Lillehei, Paul Reuvers, Pat Kaluza, Jason Kelvie, Karl Drotning, Elizabeth Bakewicz, Ex-officio member Nic Stevens Members Absent: Scott Einck Others Present: Daryl Morey, Planning Director; Frank Dempsey, Associate Planner; Daniel Licht, The Planning Company; Alex Jordan, Project Engineer; Matt Decur, Project Engineer; and Penny Brevig, Recording Secretary 3. Approval of the Meeting Minutes The May 19, 2016 Planning Commission meeting minutes were approved as presented. 4. Announcements Mr. Morey stated the following items were distributed at tonight’s meeting: 1. June 1, 2016 Parks, Recreation and Natural Resources Committee draft motions regarding the Crossroads East Second Addition preliminary and final plat, the Spirit of Brandtjen Farm Elementary Addition preliminary plat and the Lakeville Pointe preliminary plat 2. Amended stipulations for Spirit of Brandtjen Farm Elementary Addition 3. Handout from a representative of Christian Brothers Automotive 5. Avonlea Clubhouse Chair Swenson opened the public hearing to consider the application of Mattamy Homes for PUD development stage plans for the construction of a community clubhouse within the Avonlea planned unit development, located on the north side of Glenbridge Avenue, west of Cedar Avenue (CSAH 23). David VonRuden from Mattamy Homes was in attendance at tonight’s meeting. Mr. VonRuden presented a Powerpoint overview of their request. Planning Commission Meeting Minutes, June 2, 2016 Page 2 Planning Consultant Daniel Licht presented the planning report. Mr. Licht stated that the proposed clubhouse will be on Lot 17, Block 10, Avonlea. The proposed clubhouse requires consideration of a PUD development stage plan. Mr. Licht indicated that the Avonlea PUD Master Plan designated the subject site for development of an HOA clubhouse facility. He stated that the proposed clubhouse architectural design and building materials are appropriate for a residential community building and comply with the requirements of the Zoning Ordinance. Based on the 5,068 square foot area of the proposed clubhouse building, 19 off- street parking stalls are required. The site plan proposes an off-street parking area accessed from Glenbridge Avenue east of the clubhouse building with 19 parking stalls, two of which are designated as ADA accessible. The Zoning Ordinance requires a minimum width of 24 feet for the drive aisle. The plans show a width of 22 feet which is sufficient for access to and from the stalls and two-way traffic movement within the parking area relative to the limited traffic generated by the clubhouse use and can be allowed with the approval of the PUD development stage plan. Mr. Licht stated that Planning Department staff recommends approval of the PUD Development Stage Plan for the Avonlea clubhouse, subject to the four stipulations listed in the May 19, 2016 planning report. Chair Swenson opened the hearing to the public for comment. There were no comments from the audience. Motion was made by Reuvers, seconded by Drotning to close the public hearing at 6:10 p.m. Voice vote was taken on the motion. Ayes – unanimous Chair Swenson asked for comments from the Planning Commission. Discussion points included: • Commissioner Drotning commented that it is nice to see that project amenities such as the clubhouse are constructed early in the development. Motion was made by Drotning, seconded by Lillehei to recommend to City Council approval of the PUD development stage plans for the construction of a community clubhouse within the Avonlea planned unit development, subject to the following stipulations: 1. The developer must provide an exterior lighting plan indicating the location, type, and height of all exterior light fixtures and a photometric plan illustrating the intensity of the proposed exterior lighting in compliance with Section 11-16-17 of the Zoning Ordinance. Planning Commission Meeting Minutes, June 2, 2016 Page 3 2. All grading, drainage and erosion control issues are subject to review and approval of the City Engineer. 3. All utility issues are subject to review and approval of the City Engineer. 4. The developer shall execute a site improvement agreement with the City as drafted by the City Attorney and subject to approval of the City Council. Ayes: Kelvie, Bakewicz, Lillehei, Swenson, Reuvers, Kaluza, Drotning Nays: 0 6. Crossroads East Second Addition Chair Swenson opened the public hearing to consider the application of Christian Brothers Automotive Corporation for the following, located at the southeast corner of Dodd Boulevard (CSAH 9) and Glasgow Avenue: A. Preliminary and final plat of one lot and one outlot to be known as Crossroads East Second Addition; B. Conditional use permit to allow minor auto repair. Jonathan Wakefield, Director of Development from Christian Brothers Automotive Corporation presented an overview of their request. Mr. Wakefield reviewed the handout that the Planning Commission received at tonight’s meeting. He indicated that their franchisee is from Lakeville and Christian Brothers Automotive is looking forward to being a part of the Lakeville community. Associate Planner Frank Dempsey presented the planning report. Mr. Dempsey stated that the proposed Crossroads East Second Addition is currently platted as Outlot A, Crossroads East and is zoned PUD, Planned Unit Development. The underlying zoning and performance standards for development of the subject property is C-3, General Commercial District. The proposed business provides minor auto repair and maintenance services and is subject to approval of a conditional use permit (CUP). The Crossroads East Second Addition preliminary and final plat will consist of one lot and one outlot on one block and exceeds the minimum lot requirements of the underlying C-3 District. Outlot A can be preliminary and final platted into two commercial lots in the future. Mr. Dempsey indicated that the proposed 25 parking spaces, including two handicap accessible spaces, drive aisle dimensions and configurations meet the Zoning Ordinance requirements. Access to the site will be from a shared driveway along the east property boundary off of 175th Street. There will be no driveway access allowed onto Dodd Boulevard or Glasgow Avenue. Mr. Dempsey stated that the proposed exterior materials meet the Zoning Ordinance requirements except for the cement fiber lap siding that is proposed to be painted. He stated that the Zoning Ordinance requires the exterior building materials to be integrally colored. MEMORANDUM TO: Daryl Morey FROM: D. Daniel Licht, AICP DATE: 19 May 2016 RE: Lakeville – Avonlea; Clubhouse PUD Development Stage Plan TPC FILE: 135.01 BACKGROUND Mattamy Homes has submitted plans for development of a community clubhouse on Lot 17, Block 10, Avonlea located at the north corner of Glenbridge Avenue and Green Gables Trail. The subject site is zoned PUD, Planned Unit Development District in accordance with the PUD Development Stage Plan and Ordinance approved by the City Council on 10 March 2015. The proposed clubhouse requires consideration of a PUD Development Stage Plan. Exhibits: A. Site Location Map B. Avonlea PUD Illustrative Master Plan C. Avonlea Clubhouse PUD Development Stage Plan Set (10 pages) ANALYSIS Land Use. The Avonlea PUD Illustrative Master Plan designated the subject site for development of an HOA clubhouse facility. The submitted plans propose a 5,068 square foot clubhouse building that includes a fitness room, party room, kitchen, lounge, office, and restroom facilities. Outside are a number of patio areas for gatherings, including two gazebos, a fire pit, and a children’s play structure. The proposed development is consistent with the Avonlea PUD Illustrative Master Plan for the subject site. 2 Building Design. The proposed building is a single story structure with roof dormers and a large open section at the center of the building. Siding is residential in character with LP Smartside horizontal lap material and the doors and windows are consistent with those used for single family dwellings. There is a stone veneer wainscoting at the main entrance on the south elevation of the proposed building and on the fireplace. Mechanical equipment will be ground mounted on the northwest corner of the building and screened from view by a fence enclosure. The proposed architectural design and building materials are appropriate for a residential community building and comply with the requirements of Section 11-17-9.C of the Zoning Ordinance. Landscaping. The subject site is slightly below the single family lots to the north and west. The developer has submitted a landscape plan that provides for a substantial number of plantings, including a dense row of evergreen trees along the north and west property lines, to screen the clubhouse and outdoor areas from the single family homes to the north and west. Shade trees and ornamental trees are to be planted throughout the site to provide a complete landscape cover. Proposed landscaping along Glenbridge Avenue and Green Gables Trail is consistent with the streetscape landscaping approved for Avonlea as part of the PUD District. The type and sizes of all proposed plantings comply with the requirements of Section 11-21-9.C of the Zoning Ordinance. Lot Requirements. There is no minimum lot area or lot width applicable to the subject site established by the Avonlea PUD District. The Avonlea PUD District establishes a typical 20 foot front yard setback requirement for principal structures. The proposed clubhouse building is setback 21.5 feet from Glenbridge Avenue and 29.7 feet from Green Gables Trail. The gazebo on the east portion of the site is setback more than 20 feet from the right-of-way for Gleaming Path. The proposed forward orientation of the building is acceptable from a site design standpoint to make the building a prominent visual feature entering the neighborhood and to maximize the area behind the building for outdoor uses. The Zoning Ordinance requires community center buildings to provide a side yard setback double that required by the underlying zoning but not more than 30 feet, which for the proposed clubhouse building is 20 feet applicable to the west lot line. A 25 foot setback from the north lot line, which is the rear lot line, is required. The proposed principal building and accessory buildings comply with the side and rear setback requirements applicable to the subject site. Off-Street Parking. Section 11-19-13 of the Zoning Ordinance requires community center buildings to provide 10 parking stalls plus one parking stall for each 300 square feet of principal building area greater than 2,000 square feet. Based on the 5,068 square foot area of the proposed clubhouse building, 19 off-street parking stalls are required. The site plan provides an off-street parking area accessed from Glenbridge Avenue east of the clubhouse building with 19 parking stalls, with two of the off-street parking stalls designated as ADA accessible as required by the Zoning Ordinance. The dimensions of the parking stalls are 9 feet by 20 feet and comply with the requirements of Section 11-19-7.I.1 of the Zoning Ordinance. The stalls are accessed by a 22 foot wide drive 3 aisle, whereas the Zoning Ordinance requires a minimum width of 24 feet. Although less than the 24 feet required by the Zoning Ordinance, the width of the drive aisle is sufficient for access to and from the stalls and two-way traffic movement within the parking area relative to the limited traffic generated by the clubhouse use, and may be allowed for as part of the PUD Development Stage Plan approval. Exterior Lighting. The submitted plans do not identify exterior lighting fixtures. The developer must provide an exterior lighting plan indicating the location, type, and height of all exterior light fixtures and a photometric plan illustrating the intensity of the proposed exterior lighting in compliance with Section 11-16-17 of the Zoning Ordinance. Trash. Trash storage facilities are identified on the floorplan for the principal building as an exterior enclosure that is attached to the principal building. The west and north sides of the enclosure are formed with vinyl fencing and a gate. The proposed enclosure complies with the requirements of Section 11-18-11 of the Zoning Ordinance. Grading Plan. The developer has submitted a grading plan for development of the subject site. All grading, drainage, and utility issues are subject to review and approval of the City Engineer. Utility Plan. The developer has submitted plans for extension of sanitary sewer and water utility connection for the proposed facility. All utility issues are subject to review and approval of the City Engineer. Performance Agreement. Section 11-93-23.E of the Zoning Ordinance requires the developer to enter into a site improvement agreement with the City. The agreement will provide for completion of the improvements identified on the submitted plans and posting of financial securities. The site improvement agreement will be drafted by the City Attorney and is subject to approval of the City Council. CONCLUSION Our office recommends approval of the PUD Development Stage Plan for the Avonlea Clubhouse subject to the following conditions: 1. The developer must provide an exterior lighting plan indicating the location, type, and height of all exterior light fixtures and a photometric plan illustrating the intensity of the proposed exterior lighting in compliance with Section 11-16-17 of the Zoning Ordinance. 2. All grading, drainage and erosion control issues are subject to review and approval of the City Engineer. 3. All utility issues are subject to review and approval of the City Engineer. 4 4. The developer shall execute a site improvement agreement with the City as drafted by City Attorney and subject to approval of the City Council. c. Justin Miller, City Administrator Zachary Johnson, City Engineer John Hennen, Parks and Recreation Director Roger Knutson, City Attorney Illustrative Master PlanConcept Data Gross Site Area: 469.6 +/- ac.Collector Road ROW: 26.2 +/- ac.Cedar Avenue: 8.0 ac.185th Street (Future): 15.6 ac.Street J (Future): 1.5 ac.Highview Avenue: 1.1 ac.Existing Wetland: 19.3 +/- ac.(to remain)Greenway Corridors: 17.5 +/- ac.(200’ corridor, net wetlands)Future City Park: 66.5 +/- ac.(gross)Net Developable Area: 340.1 +/- ac.Other Open Space: 67.4 +/- ac.(includes wet buffers, road buffers, woods, ponds, greens, etc.)Proposed Single Family Lots: 834 lots 54’ wide x 130’ deep typical (w/ Assoc. Maint.): 129 lots 54’ wide x 130’ deep typical: 147 lots 64’ wide x 130’ deep typical: 358 lots 74’ wide x 130’ deep typical: 200 lots Proposed Multi-Family: 247 homes 30’ wide Row Townhomes: 101 lots High Density Residential Units: 146 units Overall Proposed Homes: 1081 homes Overall Gross Density: 2.30 un/ac.1081 units / 469.6 ac.Overall Net Density: 3.18 un/ac.1081 units / 340.1 ac. 54 ’ S F (w / A s s o c . M a i n t e n a n c e ) 54 ’ S F (w / A s s o c . M a i n t e n a n c e ) 54 ’ S F (w / A s s o c . M a i n t e n a n c e ) 54 ’ S F (w / A s s o c . M a i n t e n a n c e ) 64 ’ S F GREEN PA R K PA R K PA R K HO A HO A / PA R K Mo d e l H o m e Vi l l a g e 64 ’ S F 64 ’ S F 64 ’ S F 64 ’ S F 64 ’ S F 64 ’ S F 74 ’ S F 74 ’ S F 74 ’ S F 74 ’ S F 74 ’ S F 74 ’ S F 74 ’ S F 54 ’ S F 54 ’ S F Ro w T H Row TH Gr e e n w a y C o r r i d o r Gr e e n w a y C o r r i d o r OA / Gr e e n w a y C o r r i d o r Gr e e n w a y C o r r i d o r Pond Po n d Po n d We t l a n d We t l a n d We t l a n d We t l a n d We t l a n d Tr a i l Tr a i l Tr a i l Tr a i l Tr a i l Bu f f e r Bu f f e r Bu f f e r Bu f f e r Co m m . Fu t u r e C i t y P a r k 66 . 5 A c r e s Cedar Avenue H i g h v i e w A v e n u e l Pr o p o s e d 1 8 5 t h S t r e e t Pr o p o s e d 1 8 5 t h S t r e e t Tr a i l Po n d Po n d Po n d Po n d Po n d Po n d 54’ SFHigh Density Residential (6.0 ac)max 146 units (24.3 un/ac.) 54 ’ S F 4EXHIBIT B E X H I B I T C 15 ' 30 ' 60 ' Sc a l e : 1 " = 3 0 ' SI T E P L A N 1 GENERAL LANDSCAPE NOTES:1. THIS DRAWING DOES NOT CONSTITUTE AN OFFICIAL SURVEY OF THE SITE. CONFIRM ALL LOCATIONS OF SURFACE AND SUB-SURFACE FEATURES BEFORE BEGINNING INSTALLATION. ADVISE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES.2. CONFIRM ALL QUANTITIES, SHAPES AND LOCATIONS OF HARDSCAPE, PLANTING BEDS, AND ADJUST AS REQUIRED TO CONFORM TO THE SITE CONDITIONS. CONFIRM ANY ADJUSTMENTS WITH THE LANDSCAPE ARCHITECT.3. LOCATE ALL UTILITIES. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS WITH PLANT INSTALLATION.5. REFER TO L2.0 FOR LAYOUT INFORMATION.6. REFER TO L3.0 - L3.5 AND L5.3 FOR ALL PLANTING INFORMATION.7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. VERIFY ALL QUANTITIES SHOWN ON THE PLANT SCHEDULE.8. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL SOD/TURF WHICH HAS BEEN REMOVED FOR NEW PLANT BEDS. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED. ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED.9. THE PLAN TAKES PRECEDENCE OVER THE PLANT SCHEDULE IF DISCREPANCIES EXIST. ADVISE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES.10. REFER TO CIVIL PLANS FOR STORMWATER STRUCTURES, GRADING, AND PARKING LOT PAVING LAYOUT AND DETAILS.PROTECTIONS 11. THE CONTRACTOR SHALL AVOID DAMAGING EXISTING TREES. DO NOT STORE OR DRIVE HEAVY MATERIALS OVER TREE ROOTS. DO NOT DAMAGE TREE BARK OR BRANCHES.12. THE CONTRACTOR SHALL KEEP PAVEMENTS, FIXTURES AND BUILDINGS CLEAN AND UNSTAINED. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. THE PROJECT SITE SHALL BE KEPT CLEAR OF CONSTRUCTION WASTES AND DEBRIS.13. PROVIDE SILT FENCE IF NECESSARY TO PROTECT STREET FROM EROSION.14. SOD ALL AREAS DISTURBED BY CONSTRUCTION. TPI CERTIFIED TURFGRASS SOD QUALITY; 80%KENTUCKY BLUE GRASS, 20% PERENNIAL RYE; WITH STRONG FIBROUS ROOT SYSTEM, FREE OF STONES, BURNED OR BARE SPOTS; CONTAINING NO MORE THAN 5 WEEDS PER 1000 SQ FT. MINIMUM AGE OF 18 MONTHS, WITH ROOT DEVELOPMENT THAT WILL SUPPORT ITS OWN WEIGHT WITHOUT TEARING WHEN SUSPENDED VERTICALLY BY HOLDING THE UPPER TWO CORNERS.PLANT MATERIAL 15. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY.16. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK",ANSI-Z60. LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC.17. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1-NOVEMBER 1 OF FOLLOWING YEAR), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS.CONCRETE TYPE 1 18. SELECT WALKS WILL BE 4" THICK EXPOSED AGGREGATE CONCRETE SET ON 6" COMPACTED CLASS 5 AGGREGATE BASE. CONTROL JOINTS SHALL BE SAW CUT AND LAID OUT AS SPECIFIED IN PLANS.19. MINNESOTA DEPARTMENT OF TRANSPORTATION (MN/DOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2014 EDITION.20. EXPANSION JOINT FILLERS AND SEALANT:20.1. FILLER: MNDOT STANDARD SPECIFICATION 3702 (ASPHALTIC TYPE I FOR NON-SEALED EXPANSION JOINTS).20.2. SILICONE JOINT SEALANT: MNDOT STNADARD SPECIFICATION 3722.21. CONCRETE SHALL BE EXPOSED AGGREGATE:8 DAY COMPRESSIVE STRENGTH 4000 PSI PORTLAND CEMENT TYPE LAFARGE MAX. COARSE AGGREGATE SIZE 1/2", #7 MAX. SLUMP 4 AIR CONTENT 6% +/- 1%SURFACE RETARDER TYPE S CONCRETE TYPE 2 22. SELECT WALK AND BENCH PADS WILL BE 4" THICK STANDARD CONCRETE WITH MEDIUM BROOM FINISH,SET ON 6" COMPACTED CLASS 5 AGGREGATE BASE. CONTROL JOINTS SHALL BE SAW CUT AND LAID OUT AS SPECIFIED IN PLANS.OTHER MATERIAL 23. PROVIDE SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, DELIVER MULCH ON DAY OF INSTALLATION. USE 2" DEPTH FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. APPLY PELLET WEED PREVENTER UNDER MULCH BEDS IN SHRUB AREAS.24. ROCK MULCH: 3 4 " DRESSER TRAP ROCK.SOILS AND GROUND 25. SOIL CORRECTION FOR TREES, SHRUBS AND TURF: DISC SOIL TO A FULL 5" DEPTH IN ALL AREAS TO BE PLANTED TO LOOSEN COMPACTED SOILS. IDENTIFY AND PROTECT ROOTS OF EXISTING TREES.26. THE INTENT IS TO USE EXISTING TOPSOIL FOR ALL PLANTING SOIL IN TREE, SHRUB AND PERENNIAL AREAS. IF THE EXISTING TOPSOIL DOES NOT MEET REQUIREMENTS FOR PLANTING IMPORTED PLANTING SOIL SHOULD BE USED THAT MEETS TESTING AGENCY'S REQUIREMENTS AND AT A MINIUM SHOULD BE COMPOSED OF:26.1. A UNIFORM MIXTURE OF 1 PART SAND, 1 PART PEAT, AND 1 PART TOPSOIL BY VOLUME.27. THE GRADING OF ALL AREAS TO WITHIN 6" OF FINAL GRADE AND THE PLACING OF 4" TOPSOIL FOR FINAL GRADING. THE LANDSCAPE CONTRACTORS SHALL FINE GRADE AS NEEDED IN PREPARATION FOR THEIR PLANTINGS.28. REFER TO L5.3 FOR PLANTING AND SOIL REQUIREMENTS.MAINTENANCE AND CARE 29. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF PLANTINGS IS COMPLETE, INSPECTION HAS BEEN MADE AND PLANTING IS ACCEPTED EXCLUSIVE OF THE GUARANTEE. 30. MAINTENANCE SHALL INCLUDE WATERING, WEEDING, MULCHING, REMOVAL OF DEAD MATERIAL PRIOR TO GROWING SEASON, RE-SETTING PLANTS AND PROPER GRADE, AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES.HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD.31. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER.IRRIGATION 32. ALL AREAS TO BE IRRIGATED. SPRAY FOR TURF AND DRIP FOR PERENNIAL, SHRUB AND TREE PLANTINGS. CONTRACTOR RESPONSIBLE FOR DESIGN AND COORDINATION WITH MECHANICAL. LA N D S C A P E K E Y : AL L M E T A L B E N C H , S U R F A C E M O U N T E D . LA N D S C A P E F O R M S P A R C V U E B E N C H , 7 2 " L E N G T H W I T H B A C K A N D A R M S , S I L V E R P O W D E R - C O A T E D ME T A L ; O R A P P R O V E D E Q U A L . CU S T O M S T O N E F I R E P I T ( S E E D E T A I L 5 / L 5 . 0 ) GA Z E B O ( S E E A R C H ) AP P R O X I M A T E L O C A T I O N O F I R R I G A T I O N P . O . C . C O N T R O L L E R L O C A T E D I N M E C H A N I C A L R O O M VI N Y L P R I V A C Y F E N C E , 6 ' H I G H , B Y O T H E R S 2' X 2 ' S T O N E S T E P P E R S . 2 1 2 " T H I C K S E T O N 6 " O F C O M P A C T E D S U B - G R A D E FI R E P I T C O N T R O L S ( S E E D E T A I L 6 / L 5 . 0 ) PL A Y A R E A S : R E F E R T O I N C L U D E D D R A W I N G S . B O R D E R E D B Y 1 2 " W I D E C O N C R E T E F L A T C U R B IN E X P O S E D A G G R E G A T E C O N C R E T E . S E E D E T A I L 4 / L 5 . 0 AP P R O X I M A T E L O C A T I O N O F P O W E R A N D G A S L I N E S T O S E R V E F I R E P I T A N D C O N T R O L B O X . F I N A L D E S I G N AN D L O C A T I O N T O B E D E T E R M I N E D B Y C O N T R A C T O R . MA T E R I A L NO T E : CO N C E P T U A L G R A D I N G F O R S I T E SH O W N I S P R O V I D E D B Y O W N E R VE Vi n y l e d g e r , 1 / 8 " b l a c k v i n y l w i t h s t a k e s , 1 0 ' s e g m e n t s . L o c a t e a s in d i c a t e d o n p l a n a n d t o s e p a r a t e p e r e n n i a l a r e a s f r o m t u r f l a w n s . - R e f e r t o C i v i l f o r p a r k i n g l o t d e s i g n SITE PLAN REVIEW REVISED 05/17/2016 TU R F TU R F TU R F TU R F TU R F DR O P - O F F / LO A D I N G A R E A ME C H . U N I T S O N CO N C P A D , T Y P LI T T E R A R E A FE N C E W I T H G A T E (S E E A R C H ) BP SC , T Y P . AC , T Y P . PS 3 ST R E E T A ST R E E T D S T R E E T B ȭ ȭ O F S T R E E T ȭ O F S T R E E T VE VE VE VE VE VE VE VE VE VE DT , T Y P . GR I L L PR O P E R T Y L I N E , T Y P . P R O P E R T Y L I N E , T Y P . SE T B A C K , T Y P . BU I L D I N G S E T B A C K , T Y P . PR O P O S E D FO O T P R I N T , T Y P . 45 ' S I G H T T R I A N G L E PA R K I N G S E T B A C K BU I L D I N G S E T B A C K PA R K I N G S E T B A C K BU I L D I N G S E T B A C K PA R K I N G S E T B A C K BU I L D I N G S E T B A C K WF DR O P - O F F / LO A D I N G A R E A D/ U E A S E M E N T , T Y P . D/ U E A S E M E N T , T Y P RO W , T Y P PA R K I N G S E T B A C K BU I L D I N G S E T B A C K HA R D S C A P E M A T E R I A L S CO D E QT Y BO T A N I C A L N A M E / C O M M O N N A M E B P 7 , 9 0 1 s f B i t u m i n o u s P a v i n g D T 1 6 1 s f D r e s s e r T r a p R o c k , 1 " t o 1 . 5 " D i a . W F 1 , 1 3 4 s f E n g i n e e r e d W o o d F i b e r / 4 " o v e r c o m p a c t e d s u b g r a d e A C 2 , 1 5 5 s f E x p o s e d A g g r e g a t e C o n c r e t e P S 3 3 8 0 s f P l a y S a n d / 6 " o v e r c o m p a c t e d s u b g r a d e S C 8 , 4 7 7 s f S t a n d a r d C o n c r e t e HA R D S C A P E S C H E D U L E 15 ' 30 ' 60 ' Sc a l e : 1 " = 3 0 ' PL A N T I N G P L A N - T R E E S A N D G R O U N D C O V E R S 1 1. SEE SHEETS L3.1 - L3.5 FOR DETAIL PLANTING PLANS AND SCHEDULES FOR:UNDERSTORY PLANTINGS (UP)PERENNIAL AND SHRUB GARDEN (PG)SHRUB GARDEN (SG)2. SEE SHEET L5.1 FOR PLANTING DETAILS 3. REFER TO L1.0 FOR PLANTING NOTES- Shredded Hardwood Mulch AG 2 PB 3 PB 3 QE 3 UJ 3 MP 1 PS 5 PB 4 PD 2 UJ 1 1AG 1AB 3PS 3QB 4AG 2PD 3PA 2CI 2PB 1AB 1AF 2 1AF 1AB 1AF 2 1AF MP 1 MP 1 AB 1 AF 2 1 AF 2 1 AB 1 AF 1 1MP 7AG 1AG BN 5 MS 5 AB 1 AB 3 AF 1 AB 1 AF 1 AF 2 1 AF 2 1 PA 3 PD 5 PA 2 PA 3 PT 7 PS 5 AG 4 1 L3 . 1 DE T A I L P L A N T I N G P L A N WO O D L A N D B U F F E R A R E A A 1 L3 . 2 DE T A I L P L A N T I N G P L A N WO O D L A N D B U F F E R A R E A B DE T A I L P L A N T I N G P L A N WO O D L A N D B U F F E R AR E A C 2 L3 . 2 1 L3 . 3 DE T A I L P L A N T I N G P L A N SH R U B A N D P E R E N N I A L G A R D E N AR E A D 1 L3 . 4 DE T A I L P L A N T I N G P L A N SH R U B A N D P E R E N N I A L G A R D E N AR E A E 1 L3 . 5 DE T A I L P L A N T I N G P L A N SH R U B A N D P E R E N N I A L G A R D E N AR E A F TU R F , TY P . TU R F , TY P . TU R F , TY P . TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL AF 5 Acer freemanii `Jeffersred` TM / Autumn Blaze Maple B&B 4"Cal AF2 6 Acer rubrum `Franksred` TM / Red Sunset Maple B&B 4"Cal AB 10 Acer saccharum `Bailsta` TM / Fall Fiesta Sugar Maple B&B 2.5"Cal AG 19 Amelanchier x grandiflora `Autumn Brilliance` / Serviceberry B&B 10` CLUMP BN 5 Betula nigra / River Birch B&B 12` CLUMP CI 2 Crataegus crus-galli `Inermis` / Thornless Hawthorn B&B 3"Cal MP 4 Malus x `Prairie Rose` / Prairie Rose Crabapple B&B 2"Cal MS 4 Malus x `Sugar Tyme` TM / Sugar Tyme Crabapple B&B 3"Cal PA 11 Picea abies / Norway Spruce 8-12` B&B PB 12 Picea glauca densata / Black Hills Spruce 8-12` B&B PS 13 Pinus strobus / White Pine 8-12` B&B PD 9 Populus deltoides `Siouxland` / Eastern Cottonwood #20 CONT PT 7 Populus tremuloides / Quaking Aspen #25 CONT QB 3 Quercus bicolor / Swamp White Oak B&B 2.5"Cal QE 3 Quercus ellipsoidalis / Northern Pine Oak B&B 2.5"Cal UJ 4 Ulmus japonica `Morton` TM / Accolade Elm B&B 4"Cal GROUND COVERS CODE QTY BOTANICAL NAME / COMMON NAME CONT NOTES AA 218 sf Annual Garden Area / (Annual Soil Mix provided by contractor) Varies PG 2,601 sf Perennial Garden / (Shredded Hardwood Mulch)Varies SG 7,887 sf Shrub Garden / (Rock Mulch)Varies TS 27,518 sf Turf Sod / Drought Tolerant Fescue Blend SodPLANT SCHEDULE A3 . 0 2 1 A3.02 2 A3 . 0 1 1 A3 . 0 1 2 1 B 2 6 5 36 ' - 0 " 16 ' - 8 " 16 ' - 0 " 16 ' - 8 " 38 ' - 4 " 11 ' - 0 " C K M 1 1 0 - A 1 1 1 - A 1 0 8 - A 10 7 - A 10 6 - A 1 0 2 A - A 10 0 A - A FI T N E S S RO O M 10 7 FU R N I T U R E ST O R A G E 10 9 SH O W E R 10 6 J. C . 10 5 ME C H A N I C A L 10 4 WO M E N 11 0 ME N 11 1 FO Y E R 10 2 OF F I C E 10 3 LO U N G E 10 1 ST O R A G E 10 0 A PA R T Y RO O M 10 0 KIT C H E N 11 4 ME C H 11 2 PA N T R Y 11 5 CO R R . 10 2 B VE S T . 10 2 A 11 4 - B 11 4 - A 1 0 9 - A 2 A3 . 1 1 3 A3 . 1 1 6 5 ' - 8 " 13 4 ' - 8 " OP E N T O AB O V E RO O F L I N E (A B O V E ) 1 A3.11 11 5 - A 2 A3 . 1 1 1 0 5 - A S. SEATING WALL WITH CAST CONC. CAP ST O R A G E 10 8 1 0 3 - A ME C H . ME C H . ME C H . CL . 11 3 3 4 7 A N 7'- 7 1 / 2 " 10 ' - 1 " 13 ' - 6 1 / 2 " 4'- 9 " 4 ' - 8 1 / 2 " 3 ' - 7 1 / 4 " 3 ' - 7 1 / 4 " 4 ' - 9 " 7'- 7 1 / 2 " 10 ' - 1 " 13 ' - 3 1 / 2 " 5'- 0 " 4 ' - 9 " 3 ' - 1 1 1 / 4 " 3 ' - 1 1 1 / 4 " 4 ' - 0 1 / 2 " 7 ' - 6 1 / 2 " 6 ' - 1 1 1 / 2 " 6 ' - 8 " 6 ' - 1 1 1 / 2 " 7 ' - 6 1 / 2 " 4'- 9 " 3 ' - 7 1 / 4 " 3 ' - 7 1 / 4 " 4 ' - 8 1 / 2 " 10 ' - 9 1 / 2 " 10 ' - 1 " 10 ' - 1 " 7'- 4 1 / 2 " 4'- 4 " 3 ' - 8 " 3 ' - 8 " 4 ' - 4 " 3 ' - 6 " 3 ' - 6 " 10 ' - 9 1 / 2 " 10 ' - 1 " 1 0 ' - 1 " 7 ' - 4 1 / 2 " 4'- 4 " 7'- 4 " 4'- 4 " 2 ' - 8 " 3 ' - 9 3 / 4 " 3 ' - 9 1 / 4 " 3 ' - 9 1 / 4 " 2 ' - 9 1 / 4 " 7 ' - 5 " 2 ' - 9 1 / 4 " 3 ' - 9 1 / 4 " 3 ' - 9 1 / 4 " 3 ' - 9 3 / 4 " A5 . 0 3 4 A5 . 0 3 12 A5 . 0 3 1 4'- 0 1 / 2 " 3 ' - 1 1 1 / 4 " 3 ' - 1 1 1 / 4 " 4 ' - 9 " 6 ' - 8 " 1 0 ' - 1 1 / 2 " 6 ' - 1 0 1 / 2 " 7 ' - 0 " 7 ' - 4 " 7 ' - 8 3 / 4 " 2 ' - 1 1 1 / 4 " 5 ' - 8 " 1 0 4 - A 10 0 - A 10 0 - C 10 0 - D A5 . 0 1 1 1 1 1 1 1 1 1 A5 . 0 1 3 A5 . 0 2 2 34 1 A5 . 0 1 4 A5 . 0 1 5 2 2 3 4 4 5 A2 . 0 1 4 6 6 7 8 A2 . 0 1 3 A2 . 0 1 2 1010 10 10 10 2 A4 . 1 0 10 11 12 12 P6 A 1 P6 A 1 P6 A 1 13 P6 1 P6 1 P6 1 10 ' - 5 " 2'- 1 1 1 / 2 " 13 ' - 8 " 2" 2" 3 ' - 6 3 / 4 " 5 ' - 8 3 / 4 " 1 ' - 1 0 " 9 ' - 1 " 1 0 ' - 2 1 / 2 " 3 ' - 8 " 7 ' - 5 1 / 2 " 1 4 ' - 3 1 / 2 " 2'- 2 1 / 4 " 3'- 0 " 5 ' - 1 " 3 ' - 0 1 / 2 " 5'- 2 3 / 4 " 6 ' - 1 5 / 8 " 6 ' - 0 " 2 ' - 2 3 / 8 " 7 ' - 6 1 / 8 " C L R 2 ' - 8 " 1 1 ' - 1 7 / 8 " 2'- 3 3 / 4 " 3 A4 . 1 0 4 A3 . 1 1 1 1 8 - A CL O S E T 11 8 EQ 16'-0"EQ F. O . C . 2'- 8 " 17'-10"17'-10" TY P SIM D E F G J L TY P FI R E P L A C E VE N T A7 . 0 1 3 3 ' - 2 " 4 4 4 4 4 9 9 FD FD FD FDFD FD FD 1 H 5 ' - 8 " 6 ' - 8 " 2 ' - 8 " 7 ' - 0 3 / 4 " 7 ' - 2 1 / 4 " 3 ' - 7 " 3 ' - 7 " 7 ' - 2 1 / 4 " 7 ' - 0 3 / 4 " 3 ' - 8 " 5 ' - 8 " 5 ' - 8 " A2 . 0 1 7 CO N T R O L B O X LO C A T I O N P6 A 1 9 ' - 4 " 3 5 ' - 8 " 9 ' - 4 " 36 ' - 0 " 16 ' - 8 " 16 ' - 0 " 16 ' - 8 " 38 ' - 4 " A2.017TYP A2 . 0 1 3 TY P A2 . 0 1 7 TY P P6 1P6A 1 P1 0 1 CL R 4'- 0 " 7 3 / 4 " 15 A7 . 0 1 4 A7 . 0 1 3 SI M P4 A 1 P4 A 1 A7 . 0 1 3 SI M P1 0 1P1 0 1 TY P 14 17 161 A5 . 0 1 2 1 0 2 A - B 1 1 8 - B 11 3 - A 1 1 2 - A TR A S H EN C L O S U R E FLOOR PLAN KEY NOTES FLOOR PLAN GENERAL NOTES1DOWNSPOUT AND SPLASH BLOCK LOCATION 2 INTERIOR PREFABRICATED GAS FIREPLACE; BASIS OF DESIGN: HEAT&GLO TRUE 42 ASSEMBLY - DIRECT VENT WITH TIMER CONTROL. SEE ELEVATION.3 EXTERIOR PREFABRICATED GAS FIREPLACE; BASIS OF DESIGN: HEAT&GLO CAROLINA 42 ASSEMBLY. SEE ELEVATION.4 2" RECESSED SLAB, SEE STRUCT 5 HI/LO DRINKING FOUNTAIN WITH BOTTLE FILLER, BY MECH 6 VAULTED CEILING, SEE RCP 7 CABINET UNIT HEATER BY MECHANICAL DESIGN/BUILD 8 4" CONC. MECH. PAD, COORDINATE DIMENSIONS WITH MECH.9 COAT ROD AND SHELF. SEE 10 CONCRETE STOOP, SEE STRUCT. COORDINA TE FINAL SIZE WITH JOINT PATTERN 11 GAS GRILL BY OWNER, PROVIDE GAS SERVICE AT WALL FACE OF BUILDING (CENTERED)12 VINYL FENCE ASSEMBLY W/ GATE (W HERE OCCURS), MA TCH DEVELOPMENT STANDARD. BY OWNER 1. REFER TO EXTERIOR ELEVATIONS FOR WINDOW TYPES.13 MECH. CHASE 3. ALL INTERIOR WALLS TYPICAL P41 UNLESS NOTED OTHERWISE.4. TYPICAL DIMENSIONS TO FACE OF STUD UNLESS NOTED OTHERWISE.5. GRIDLINE AT EXTERIOR WALL INDICATES FACE OF STUD.6. PROVIDE BLOCKING AT ALL WALL MOUNTED ITEMS. INCLUDING, BUT NOT LIMITED TO TOILET PARTITIONS, TOILET ACCESSORIES, FIRE EXTINGUISHERS, COAT RODS/SHELVES, PANTRY SHELVING, CABINETS, COUNTERTOPS, TELEVISIONS,STORAGE ROOM ROOM SHELVING BY OWNER, AND ELSEWHERE AS DIRECTED BY OWNER.14 KITCHEN ISLAND BY OWNER 15 GYP BD CLAD 10" x 10" ARCHITECTUR AL WOOD COLUMN. SEE 3/A9.01 FOR WAINSOT 16 2'-0" X 2'-0" MOP SINK 17 SHELVING BY OWNER 2. REFER TO SHEET A5.00 FOR WALL TYPES./6 A5.01 K 3 A3 . 1 1 1 A3 . 1 1 3 4 A5 . 0 2 2 34 1 5 1 / 2 " OP E N T O BE L O W D E F G J 5 1 / 2 " 4'- 4 3 / 4 " E Q E Q 4 ' - 4 3 / 4 " 2 3 / 4 " 5 ' - 4 3 / 8 " E Q E Q E Q 5 ' - 4 3 / 8 " 2 3 / 4 " 2 2 ' - 0 " H 16 ' - 1 1 " 5 M GR I D GR I D VENEER STONE ASSEMBLY (BELOW)PROVIDE "L" SHAPE CORNER PIECES W/ 4"MIN. LEG EA. SIDE5/4" x 4" TRIM W/ MITERED CORNER, TYP.CONT. SEALANT, TYP.LP SMARTSIDE (LAP SIDING),TYP.E2 E2 SEE WALL TYPES FOR TYPICAL NOTES 5 K GR I D GR I D VENEER STONE ASSEMBLY (BELOW)PROVIDE "L" SHAPE CORNER PIECES W/ 4" MIN. LEG EA. SIDE5/4" x 2" TRIM @ CORNER,TYP.CONT. SEALANT, TYP.LP SMARTSIDE (LAP SIDING),TYP.CONT. SEALANT, TYP. E2 E2SEE WALL TYPES FOR TYPICAL NOTES 1 BELOW 7 1 / 4 " + / - PR E C A S T C A P B E L O W 6 x 6 T R E A T E D W O O D P O S T O R 4 x 4 T U B U L A R S T E E L C O L U M N (S E E S T R U C T U R A L ) TR E A T E D W O O D BL O C K I N G A S R E Q U I R E D 7 1 / 4 " + / - 5/ 8 " x 7 1 / 4 " S M A R T S I D E T R I M SM O O T H C O N C R E T E PR E C A S T C A P 1/ 4 " J O I N T W / BA C K R O D A N D SE A L A N T PR O V I D E R E C E S S I N CO N C R E T E P I E R F O R ST E E L C O L U M N B A S E PL A T E A N D L E V E L I N G GR O U T - T Y P I C A L SC R I B E P R E C A S T CA P A R O U N D CO L U M N S - T Y P I C A L 1/ 8 " S L O P E 8 A2 . 0 1 PR O V I D E S E A L A N T JO I N T @ C O L U M N S TO C O N C R E T E C A P -T Y P I C A L A2 . 0 1 6 3" P O S T B A S E PE R S T R U C T U R A L 1/ 8 " S L O P E 1" DR I P - 1 / 2 " CU T GR O U T F I L L ST O N E B A S E CO N C R E T E PI E R 1" C H A M F E R FILE:DRAWN BY:CHECKED BY:PROJ. NO:DRAWING NO:DRAWING TITLE:PROJECT NAME:THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETSCLIENT:7201 WASHINGTON AVE S.EDINA, MN 55439MATTAMY HOMES LAKEVILLE CLUBHOUSE CEDAR AVE AND 185TH ST LAKEVILLE, MN 55044NOT F O R C O N S TRU CT I O N P R E LI MIN A R Y COPYRIGHT 2016 BY LHB, INC. ALL RIGHTS RESERVED.NO DATE ISSUED FOR701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 5 /1 7/1 612/23/2015 CONCE PT APPROVAL SET 150174 Mattamy A16 Central1/29/2016 DD APPROVAL SET4/15/2016 SITE PLAN REVIEW5/17/2016 CITY RESPONSE C : \ R e v i t L o c a l F i l e s \ 1 5 0 1 7 4 M a t t a m y A 1 6 C e n t r a l _ w l m u e n c . r v t 5 / 1 7 / 2 0 1 6 8 : 2 7 : 1 3 A M A2.01SGDTMS 150174FLOOR PLAN 1 / 8 " = 1 ' - 0 " 1 FL O O R P L A N 1 / 8 " = 1 ' - 0 " 4 CL E R E S T O R Y P L A N 1 1 / 2 " = 1 ' - 0 " 3 EX T E R I O R W A L L D E T A I L 1 1 / 2 " = 1 ' - 0 " 2 EX T E R I O R W A L L D E T A I L 1 1 / 2 " = 1 ' - 0 " 6 EX T E R I O R C O L U M N E N C L O S U R E 3 / 4 " = 1 ' - 0 " 7 PI E R C A P D E T A I L 1 1 / 2 " = 1 ' - 0 " 8 ED G E D E T A I L NO DATE REVISION LEVEL 1 100'-0"TRUSS BRNG.110'-1 1/8" 1 2 6 5 2 A3 . 1 1 3 A3 . 1 1 2 A3.11 (H I ) T R U S S B R N G . 12 7 ' - 6 " 12 8 12 8 12 8 PREFINISHED MTL. STANDING SEAM METAL ROOF. PROVIDE ALTERNATE PRICE FOR ARCHITECTURAL ASPHALT ROOF ASSEMBLY THIN STONE VENEER, TYP.LP SMARTSIDE - LAP SIDING (7"EXP.),PAINT PR E F I N I S H E D M T L . S T A N D I N G S E A M ME T A L R O O F . P R O V I D E A L T E R N A T E PR I C E F O R A R C H I T E C T U R A L A S P H A L T RO O F A S S E M B L Y LP S M A R T S I D E - L A P S I D I N G (7 " E X P . ) , P A I N T LP S M A R T S I D E ( C E D A R S H A K E S ) , P A I N T PR E F I N I S H E D M T L . S T A N D I N G S E A M ME T A L R O O F . P R O V I D E A L T E R N A T E PR I C E F O R A R C H I T E C T U R A L A S P H A L T RO O F A S S E M B L Y LP S M A R T S I D E T R I M , P A I N T TH I N S T O N E V E N E E R , T Y P . 3 4 7 VIN Y L W I N D O W , T Y P . 12 8 12 8 12 8 A1 A1 A A A A A A A1 A1 A1 B D D D PR E F I N I S H E D M T L . G U T T E R & DO W N S P O U T , T Y P . , S E E RO O F P L A N PREFINISHED MTL. FLASHING 3 A4 . 1 0 PREFINISHED MTL. CAP FLASHING HA L F R I D G E V E N T A T CL E R E S T O R Y B A S E , T Y P . RID G E V E N T , T Y P I C A L , SE E R O O F P L A N CA S T S T O N E S I L L , T Y P . PORCH 18 ' - 4 1 / 4 " 3'- 4 3 / 4 " 7'-11 7/16"18'-4 1/4" SM A R T S I D E T R I M & F A S C I A E SE E FO R T Y P . E X T E R I O R W I N D O W T R I M / 9 A8 . 0 3 3 1 / 2 " x 1 " L P S M A R T S I D E T R I M 7 1 / 4 " x 1 " L P S M A R T S I D E T R I M 7 1 / 4 " x 1 " L P S M A R T S I D E T R I M 7 1 / 4 " x 1 " L P S M A R T S I D E T R I M 3 1 / 2 " x 1 " L P S M A R T S I D E T R I M 7 1 / 4 " x 1 " L P S M A R T S I D E T R I M 7 1 / 4 " x 1 " L P S M A R T S I D E T R I M C C C C C C C CLEVEL 1 100'-0"TRUSS BRNG.110'-1 1/8" B C K M 1 A3.11 ME C H . VI N Y L T R A S H & ME C H A N I C A L SC R E E N I N G B E Y O N D (HI) TRUSS BRNG.127'-6" 12 8 12 2 1 / 2 12 6 PREFINISHED MTL. STANDING SEAM METAL ROOF. PROVIDE ALTERNATE PRICE FOR ARCHITECTURAL ASPHALT ROOF ASSEMBLY THIN STONE VENEER, TYP.PREFINISHED MTL. GUTTERS AND DOWNSPOUTSLP SMARTSIDE - LAP SIDING (7"EXP.),PAINT A N VINYL WINDOW, TYP.12 8 12 2 1/2 12 6PREFINISHED MTL. STANDING SEAM METAL ROOF. PROVIDE ALTERNATE PRICE FOR ARCHITECTURAL ASPHALT ROOF ASSEMBLY PR E F I N I S H E D M T L . G U T T E R & DO W N S P O U T , T Y P . , S E E RO O F P L A N A1 A1 A FA C T O R Y M U L L E D U N I T S 3 1 / 2 " x 1 " M I T E R E D CO R N E R B O A R D S , T Y P . 5 1 / 2 " x 1 " F R I E Z E B O A R D , T Y P . RI D G E V E N T , T Y P , S E E RO O F P L A N HA L F R I D G E V E N T A T CL E R E S T O R Y B A S E , T Y P . CAST STONE SILL, TYP4A3.11 2'-6"FLASHING AT ROOF TO WALL - TYP.FACTORY MULLED UNITS THIN STONE VENEER 5/ 4 x 1 2 SM A R T S I D E T R I M W/ C A P F L A S H I N G D E F G J L 6x 1 2 A L U M I N U M V E N T @ E A . SI D E O F D O R M E R - T Y P LP SMARTSIDE-BASE TRIM W/ FLASHING TYP.THIN STONE VENEER128 12 8 H D D D 5 A4 . 1 0 SE E FO R T Y P . E X T E R I O R WIN D O W T R I M / 9 A8 . 0 3 3 1 / 2 " x 1 " L P S M A R T S I D E T R I M 7 1 / 4 " x 1 " L P S M A R T S I D E T R I M 7 1 / 4 " x 1 " L P S M A R T S I D E T R I M D EX T E R I O R F I N I S H S C H E D U L E IT E M M A N U F A C T U R E R P R O D U C T L I N E M A T E R I A L P A T T E R N / M O D E L P A T T E R N C O M M E N T S ME T A L R O O F F I R E S T O N E U N I C L A D S T E E L U C - 4 S L A T E G R A Y SID I N G ( L A P ) L P S M A R T S I D E E N G . W D . L A P L O G G I A ( S W 7 5 0 6 ) IC E C A T C H E R S T O M A T C H SID I N G ( S H A K E S ) L P S M A R T S I D E E N G . W D . C E D A R S H A K E S G A U N T L E T G R A Y ( S W 7 0 1 9 ) 7" E X P O S U R E FA S C I A A N D T R I M L P S M A R T S I D E E N G . W D . T R I M & F A S C I A G A U N T L E T G R A Y ( S W 7 0 1 9 ) OP T I O N A L 2 - T O N E ( T B D ) SO F F I T S L P S M A R T S I D E E N G . W D . S O F F I T G A U N T L E T G R A Y ( S W 7 0 1 9 ) WIN D O W S M I L G A R D T U S C A N Y S E R I E S V I N Y L S I NG L E H U N G A N D F I X E D C A S E M E N T B R O N Z E DO O R S A L U M I N U M S T O R E F R O N T K A W N E E R A L U M I N U M S E E E L E V A T I O N S W I D E S T Y L E ST O N E B R O C K W H I T E T E L L U R I D E S T O N E V E N E E R S T O N E A N A S A Z I S L I V E R S S T A N D A R D E X A C T S E L E C T I O N P E N D I N G ME C H . A N D T R A S H E N C L O S U R E . D E V E L O P M E N T S T A N D A R D WH I T E G A T E S T O M A T C H VIN Y L DE V E L O P M E N T S T A N D A R D D E V E L O P M E N T S T A N D A R D GR I L L P A T T E R N W I T H I N G L A S S EXTERIOR ELEVATION GENERAL NOTES 1. SEE EXTERIOR FINISH SCHEDULE ON A3.01 FOR MATERIAL AND FINISH SELECTIONS.2. SEE WINDOW TYPES ON SHEET A8.03.FILE:DRAWN BY:CHECKED BY:PROJ. NO:DRAWING NO:DRAWING TITLE:PROJECT NAME:THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETSCLIENT:7201 WASHINGTON AVE S.EDINA, MN 55439MATTAMY HOMES LAKEVILLE CLUBHOUSE CEDAR AVE AND 185TH ST LAKEVILLE, MN 55044NOT F O R C O N S TRU CT I O N P R E LI MIN A R Y COPYRIGHT 2016 BY LHB, INC. ALL RIGHTS RESERVED.NO DATE ISSUED FOR701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 5 /1 7/1 612/23/2015 CONCE PT APPROVAL SET 150174 Mattamy A16 Central1/29/2016 DD APPROVAL SET4/15/2016 SITE PLAN REVIEW5/17/2016 CITY RESPONSE C : \ R e v i t L o c a l F i l e s \ 1 5 0 1 7 4 M a t t a m y A 1 6 C e n t r a l _ w l m u e n c . r v t 5 / 1 7 / 2 0 1 6 8 : 2 7 : 1 5 A M A3.01SGDTMS 150174EXTERIOR ELEVATIONS 1 / 8 " = 1 ' - 0 " 1 SO U T H E L E V A T I O N 1 / 8 " = 1 ' - 0 " 2 WE S T E L E V A T I O N NO DATE REVISION LEVEL 1 100'-0"TRUSS BRNG.110'-1 1/8"1 2 6 5 2 A3.11 3 A3 . 1 1 2 A3 . 1 1 (H I ) T R U S S B R N G . 12 7 ' - 6 " 12 8 12 8 12 8 MECH.TRASH MECHANICAL SCREENING BEYONDMECH. MECH. 3 4 7 A1 A1 B1 B1 B B B B B B B1 B1 D D D 3 A4 . 1 0 SEE 2/A3.01 FOR TYPICAL NOTES AND INFORMATION PO R C H 18'-4 1/4"3'-4 3/4" 7'- 1 1 7 / 1 6 " 18 ' - 4 1 / 4 " ME C H A N I C A L LO U V E R ME C H A N I C A L H O O D AN D V E N T S T A C K CO O R D I N A T E L O C A T I O N W/ M E C H A N I C A L 3 1 / 2 " x 1 " L P S M A R T S I D E T R I M 7 1 / 4 " x 1 " L P S M A R T S I D E T R I M 7 1 / 4 " x 1 " L P S M A R T S I D E T R I M 7 1 / 4 " x 1 " L P S M A R T S I D E T R I M C C C C C C C CLEVEL 1 100'-0"TRUSS BRNG.110'-1 1/8"B C K M 1 A3.11 (HI) TRUSS BRNG.127'-6" 12 8 12 2 1 / 2 12 6 TH I N S T O N E V E N E E R , T Y P . A N A A A A D D D D VA U L T E D C E I L I N G ( B E Y O N D ) SE E 2 / A 3 . 0 1 F O R TY P I C A L N O T E S A N D IN F O R M A T I O N PR E F I N I S H E D M T L . F L A S H I N G 4 A3 . 1 1 R 2 4 '-7" EX T E R I O R G A S FI R E P L A C E CO N C R E T E B E N C H LP SMARTSIDE (CEDAR SHAKES)PAINTLP SMARTSIDE - LAP SIDING (7" EXP.) PAINTDEF G J L FI R E P L A C E V E N T 6x 1 2 A L U M I N U M V E N T @ E A . S I D E O F D O R M E R TY P . 12 8 12 8 12 2 1/2 12 6 H 2 ' - 6 " 8 ' - 4 " 9 1/4" x 1" LP SMARTSIDE TRIM 7 1/4" x 1" LP SMARTSIDE TRIM EXTERIOR ELEVATION GENERAL NOTES 1. SEE EXTERIOR FINISH SCHEDULE ON A3.01 FOR MATERIAL AND FINISH SELECTIONS.2. SEE WINDOW TYPES ON SHEET A8.03. CU T L I N E Po s i t i o n b a c k e r b l o c k , t h e n c u t w e a t h e r re s i s t i v e b a r r i e r a t t h e h e a d a n d f o l d b a c k . FC B B A C K E R BL O C K WE A T H E R BA R R I E R Z- C H A N N E L DR I P F L A S H I N G In s t a l l b a c k e r b l o c k - s e e s t e p # 8 . Te m p o r a r i l y t a p e t o p f l a p a n d i n s t a l l t h e Z - Ch a n n e l w / d r i p e d g e a b o v e t h e b a c k e r b l o c k . TA P E In s t a l l s h e e t m e t a l Z - C h a n n e l w / d r i p e d g e a t bo t t o m . S e e s t e p s 2 - 7 f o r t o p f l a s h i n g a n d h o w to i n s t a l l i n w e a t h e r r e s i s t i v e b a r r i e r . Z- C H A N N E L DR I P F L A S H I N G SE L F - AD H E R I N G FL A S H I N G WE A T H E R BA R R I E R 2. 3. 1. 4. In s t a l l s i n g l e p i e c e o f s e l f - a d h e s i v e f l e x i b l e fl a s h i n g t o f u l l y c o v e r v e r t i c a l l e g o f Z - Ch a n n e l a n d e x t e n d 8 i n c h e s m i n i m u m be y o n d p a n e l e d g e s . SE L F - A D H E R I N G FL A S H I N G Re m o v e t e m p o r a r y t a p e a n d f o l d t o p f l a p do w n o v e r f l e x i b l e f l a s h i n g . TA P E Ba c k e r b l o c k t o p a n d b o t t o m s h a l l a l i g n w i t h la p s i d i n g c o u r s i n g . SID I N G SE A L A N T EA . S I D E AL L O W F O R 2 " FR E E S P A C E AR O U N D EQ U I P M E N T AL I G N 5. 6. 8. 7. 9. Ap p l y t a p e o v e r d i a g o n a l c u t s i n w e a t h e r re s i s t i v e b a r r i e r . Se a l j o i n t b e t w e e n e n d o f s i d i n g b o a r d s an d b a c k e r b l o c k . No t e : D O N O T P E N E T R A T E F L A S H I N G AF T E R I T I S I N S T A L L E D . FILE:DRAWN BY:CHECKED BY:PROJ. NO:DRAWING NO:DRAWING TITLE:PROJECT NAME:THIS SQUARE APPEARS 1/2"x1/2" ON FULL SIZE SHEETSCLIENT:7201 WASHINGTON AVE S.EDINA, MN 55439MATTAMY HOMES LAKEVILLE CLUBHOUSE CEDAR AVE AND 185TH ST LAKEVILLE, MN 55044NOT F O R C O N S TRU CT I O N P R E LI MIN A R Y COPYRIGHT 2016 BY LHB, INC. ALL RIGHTS RESERVED.NO DATE ISSUED FOR701 Washington Ave. N, Ste 200 | Minneapolis, MN 55401 | 612.338.2029 5 /1 7/1 612/23/2015 CONCE PT APPROVAL SET 150174 Mattamy A16 Central1/29/2016 DD APPROVAL SET4/15/2016 SITE PLAN REVIEW5/17/2016 CITY RESPONSE C : \ R e v i t L o c a l F i l e s \ 1 5 0 1 7 4 M a t t a m y A 1 6 C e n t r a l _ w l m u e n c . r v t 5 / 1 7 / 2 0 1 6 8 : 2 7 : 1 8 A M A3.02SGDTMS 150174EXTERIOR ELEVATIONS 1 / 8 " = 1 ' - 0 " 1 NO R T H E L E V A T I O N 1 / 8 " = 1 ' - 0 " 2 EA S T E L E V A T I O N 1 / 4 " = 1 ' - 0 " 3 TR I M / B A C K E R B L O C K F L A S H I N G I N S T A L L A T I O N D I A G R A M NO DATE REVISION