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Home My WebLink AboutItem 05 Goddard School ExpansionCity of Lakeville Planning Department Memorandum To : Planning Commission From: Kris Jenson, Associate Planner Date: October 26, 2022 Subject: Packet Material for the November 3, 2022 Planning Commission Meeting Agenda Item: The Goddard School Planned Unit Development Amendment Action Deadline: December 15, 2022 INTRODUCTION The Goddard School representatives have submitted an application for a planned unit development (PUD) amendment to allow the construction of a 3,500 square foot addition on the north side of the existing daycare building located at 16189 Elmhurst Lane. The proposed addition will include space for classrooms, a multipurpose room, and a staff room. The daycare use was approved by a development stage PUD in 2015. The subject property is zoned PUD, Planned Unit Development subject to the C-3, General Commercial District uses and performance standards. Daycare centers are an allowed use within the Spirit of Brandtjen Farm PUD subject to applicable requirements of the Zoning Ordinance. EXHIBITS A. Aerial Photo Map B. Zoning Map C. Applicant Narrative (3 pages) D. Existing Conditions E. Demolition Plan F. Final Paving & Dimensional Plan G. Fence Exhibit H. Landscape Plan 2 I. Architectural Site Plan J. Existing Floor Plan & Elevations K. Building Addition Floor Plan L. Finish Floor Plan M. Building Elevations SITE ANALYSIS The proposed building addition will be on the north side of the existing building. The addition includes two classrooms, a staff room, a multi-purpose room, and four bathrooms. A connection from the existing building will be provided via an indoor hallway. The existing Goddard School is 9,212 square feet in area with outdoor fenced areas on the east and west sides of the building. The development stage PUD approved in 2015 allowed daycare for up to 144 children. The expansion is proposed to increase the license capacity to 199 children. Surrounding Land Uses and Zoning North – Vacant site (PUD) South – 162nd Street, detached townhomes (PUD) East – Elmhurst Lane, Livery Lakeville Apartments (under construction) (PUD) West – Hy-Vee grocery store (PUD) The proposed building addition was reviewed for conformance with Zoning Ordinance performance standards as follows: Building Setbacks. The existing building meets the setback requirements of the C-3, General Commercial District as follows: Front Yard Interior Side Yard Corner Side Yard Rear Yard Required 30' 10' 30' 10' Existing Building 160'+ 45' 60' 39' Proposed Addition 160'+ 10' 54' 10.8' Building Elevations and Exterior Building Materials. The building addition will be constructed of the same red brick as the existing structure. When the original structure was approved in 2015, it was determined that although the building exterior was primarily one Grade A material – red brick – it met the intent of Section 11-17-9.F.1, which states that a building may be constructed primarily of one specific Grade A material provided the design is obviously superior to the general intent of this title. 3 Building Height. The building addition will match the existing roof line, which has a maximum height of 28 feet. The proposed building addition meets the height maximum allowed in the C-3 District, which is three stories or 35 feet. Floor Plan. The floor plan for the building addition includes daycare classrooms, a staff room, multi-purpose room, and bathrooms. Fencing. The daycare site has an existing white vinyl fence surrounding the exterior play areas on site. The fence at the rear of the property will be removed to accommodate the building addition and will be replaced with new six-foot-tall white vinyl fencing. Access and Circulation. The property is accessed via one driveway to and from Elmhurst Lane, which will remain unaffected by the proposed building addition and use. Parking. The proposed building expansion will allow the daycare center to increase their capacity from 144 children to 199 children, which then requires additional parking for the site. The parking lot currently has 42 spaces which was in excess of the 36 spaces required at the time of construction. With the increase in student capacity, the number of required spaces has increased to 50 spaces. These additional eight spaces are shown on the south side of the parking lot as proof of parking. The applicant has requested a parking deferment for the eight additional spaces. A narrative (Exhibit C) was submitted about the operation of the daycare, including parking counts from the peak arrival and departure times over two days in August. The counts, taken every five minutes between the hours of 7:15 am - 9:10 am and 4:00 pm - 5:25 pm, shows an average of less than 20 cars in the parking lot at a time, well below the 42 parking spaces currently available within the parking lot. Even if the 40% increase in student capacity translates to a 40% increase in parking counts observed by the applicant, it would increase the average parking count to approximately 28 vehicles, less than the existing 42 parking spaces. Based on this information, staff is willing to support the request for a parking deferment of the eight additional required parking spaces. A parking deferment agreement will be drafted by the City Attorney’s office and must be executed prior to the issuance of a building permit for the addition. Sidewalks. There is currently an eight-foot-wide concrete public sidewalk located along both Elmhurst Lane to the east and 162nd Street to the south of the site. A private sidewalk extends from the sidewalk along Elmhurst Lane to provide access to the front of the building as well as along the sides of the building, within the fenced play areas. A sidewalk will be added from an exit door at the rear of the building to connect with the existing sidewalk along the east side of the building, all within a fenced and secured area. Landscaping. Foundation plantings will be added along the building addition in those areas outside of the screening fence and three Ivory Silk Japanese Tree Lilacs will be planted in the northeast corner of the site. All materials meet the size and species requirements of the Zoning Ordinance. A $5,000 escrow must be submitted with the building permit to guarantee installation of the approved landscaping. 4 Signs. No changes to the building or freestanding signage are proposed with this PUD Amendment. The daycare is subject to the C-3 District requirements of the Zoning Ordinance. A sign permit is required prior to the installation of any signs. Mechanical Equipment. The site does not include any exterior mechanical equipment, and none is proposed to be added in conjunction with the building addition. Should the need arise, the mechanical equipment must be screened from the public right of way with landscaping and/or fencing. Lighting. Any additional exterior lighting shall be downcast in design, shall not glare onto adjoining properties or public streets, and shall meet Zoning Ordinance requirements. Plans and an electrical permit shall be submitted prior to the installation of any exterior lighting. RECOMMENDATION Planning Department staff recommends approval of The Goddard School planned unit development amendment subject to the following stipulations: 1. The site and building addition shall be developed in accordance with the plans approved by the City Council. 2. Landscaping shall be installed consistent with the approved landscape plan. A $5,000 security shall be submitted with the building permit application to guarantee installation of the approved landscaping. 3. A building permit is required prior to commencing construction of the addition and accessory building. Construction of the addition and accessory building is subject to the approval of the Building Official and Fire Marshal. 4. A parking deferment for the eight parking spaces must be executed prior to the issuance of a building permit for the addition to the daycare. 5. The Minnesota Department of Health child care license shall be approved by the State of Minnesota prior to occupancy of the daycare addition. Source: Esri, Maxar, Earthstar Geographics, and the GIS User CommunityELMHURST LN162ND ST City of Lakeville Goddard School Expansion Aerial Location Map Goddard School Proposed Expansion EXHIBIT A 161ST ST WAY ENGELMANEQUESTRIAN TRL Livery Lakeville Apartments (under construction)& ELMHURST LN162ND ST City of Lakeville Goddard School Expansion Zoning Map Goddard School Proposed Expansion EXHIBIT B 161ST ST WAY ENGELMANEQUESTRIAN TRL Livery Lakeville Apartments (under construction) PUD PUD PUD PUD P/OS PUD PUD EXHIBIT C EXHIBIT D EXHIBIT E SCALE: TYPICAL SIDEWALK11 N.T.S. SCALE: PAVEMENT SECTIONS03 N.T.S. PROVIDE MINIMUM 8-INCH TURNED-DOWN THICKENED EDGE ON PERIMETER SIDEWALK WHEN ADJACENT TO PARKING. ANCHOR SIDEWALKS INTO FOUNDATION WITH REBAR IN ALL CLIMATES SUBJECT TO FREEZING OR SOIL MOVEMENT. ADD FOUNDATION AT EACH STOOP IN COLD CLIMATES. ESTABLISH APPROPRIATE DEPTH . EXHIBIT F 1'-2 12"3'-11"9'-0"8'-1"2" MAX.SCALE: VINYL FENCE13 NTS 1 3 4" (3i" SPACE MAX.) EXHIBIT G EXHIBIT H Tom Walker tom.walker@goddardlakeville.com 612 - 799 - 6958 Owner Information Addition & Remodeling 16189 Elmhurst LaneLakeville, MN Goddard School for Early Childhood Development GENERAL NOTESINDEX TO DRAWINGS DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 LVENUEMN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionExisting Building & Remodeling Information A0.0 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 EXISTING BUILDING INFORMATION YEAR BUILT2015 per date of existing drawings. Designed and Built based on 2006 MNBC. Existing Building Square Footage 8,887 Gross SF Existing Occupancy Type: I-4 CHILDCARE FACILITY Existing Construction Type: Type 5-B Fire Rating: Per Table 601 1 hour rating required Fire Protection: NFPA 13 Automatic Sprinkler System THE FOLLOWING CODES AND STANDARDS-LATEST EDITION, ARE USED IN PREPARATION OF THESE DOCUMENTS. THE CONTRACTOR SHOULD REVIEW AND BE FAMILIAR WITH THE REQUIREMENTS AND STANDARDS THERE IN. ANY NONCONFORMITY DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. 2020 MINNESOTA STATE BUILDING CODES & MINNESOTA CONSERVATION CODE 2020 MINNESOTA STATE ACCESSIBILITY CODE 2022 CITY OF LAKEVILLE CODES & ORDINANCES EXISTING SITE INFORMATION Total Site Area59,772 GSF 1.37 ACRES [VERIFY W/ CIVIL] Existing ZoningC-3SEE NOTES BELOW Existing Pre-School Building8,887 GSF Occupancy Classification: Per 308.5 Group I-4 if more than 100 students Allowable Area:Group I-4 S1 Type 5-B Area = 36,000 Height = 1 Story with Sprinkler System Occupancy Separation: Per 508.4 None Required Fire Resistance:Table 601 Type 5-B None Required Fire Separation Distance: Per 602Type 5-B X > 30Assumed no other building within 30'-0" of existing. No Rating Required for exterior bearing walls or interior partitions Max Opening Area: Per 705.8 > 30'-0" = No Limit Current Occupant Load: Per 1004.5 Daycare = 5,382/ 35 net = 153.8 Kitchen = 220 / 200 gross = 1.1 Business = 518 / 150 gross = 3.5 Total Calculated Occupant Load = 158.4 Existing Occupant Load = 167 Revised Occupant Load w/ Addition = 227 Note: Occupant Load for classrooms is determined by State of MN square footage licensing requirements ] Existing & Alteration Means of Egress:Per 1005.3.2 Existing Occupant Load 167 (0.15) = 25.05 inches of egress width is required. 72" existing. Addition Occupant Load 227 (0.15) = 30.75No change to exiting width. Exits Required:Per 1006.3.2 Existing: 1-500 Occupants requires 2 Exits. Addition occupant load requires 2 ExitsNo change to exiting. Exit Distance:Per 1007.1.1 Distance must be at least 1/3 of the maximum diagonal length of the building. 131'-2" /3 = 43'-8" Minimum Separation ACTUAL SEPARATION DISTANCE = 109'-6" Addition Exit Distance Reqd. = 59'-4"ACTUAL SEPARATION DISTANCE = 147'-0" Exit Access Distance: Per 1017.2 Maximum travel distance = 200'-0" with sprinkler system. No change to Exit Access Distance. Corridor Rating:Per 1020.1 Group I-4 - No rating required.No change to Corridor Rating. Corridor Width:Per 1020.2 Minimum corridor width = 44 inches Actual = 58 inches New corridor to match existing. Proposed AlterationLevel 2 Per 2020 Minnesota Conservation Code for Existing Buildings Reconfiguring existing area - Proposed reconfiguration of space, doors addition of windows and extension of existing systems constitute a Level 3 Alteration. PROPOSED ADDITION & REMODELING INFORMATION Addition Square Footage: 3,529 Gross SF Remodeling Square Footage: 203 Gross SF Proposed Occupancy Type:Institution - Daycare I-4 Same as Existing Construction Type:Type 5-BSame as Existing Fire Protection:Addition to existing NFPA 13 building wide system Energy Path:ASHRAE 90.1 SITE SETBACKS & HEIGHTS Property and surrounding development is Zoned PUD. Ordinance11-96-7: SETBACKS AND BUILDING HEIGHT: The various setback and height regulations of the most closely related conventional zoning district shall be considered presumptively appropriate, but may be departed from to accomplish the purposes described in section 11-96-1 of this chapter. (Ord. 867, sec. 116, 5-17-2010) C-3 GENERAL COMMERCIAL DISTRICT: The following setbacks information was used for the proposed Addition & Remodeling based on the most closely related Zoning District information in Chapter 73, 11-73-13. FRONT YARD = 30'-0"REAR YARD = 10'-0"SIDE YARD = 30'-0" on side yards abutting a street BUILDING HEIGHT: 3 STORIES OR 35'-0" MAX. DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 L VENUE MN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionArchitectural Site Plan A0.1 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 10'-9 15/16"PROPERTY LINEBUILDING SETBACK LINEEXISTING FENCE LINE 10'-0" SETBACK MIN. PROPERTY LINE BUILDING SETBACK LINEEXISTING PARKINGEXISTING PARKINGEXISTING PLAYGROUND 10'-0"SETBACK MIN.EXISTING PARKING+/- 52'-4"EXISTING BUILDING SETBACK23'-0"42'-0"52'-0"38'-0"10'-0 3/16"LOCATION MAP SEE EXISTING DRAWING FOR COMPLETE EXISTING BUILDING INFORMATION SEE CIVIL FOR COMPLETE SITE INFORMATION EXHIBIT I Tom Walker tom.walker@goddardlakeville.com 612 - 799 - 6958 Owner Information Addition & Remodeling 16189 Elmhurst LaneLakeville, MN Goddard School for Early Childhood Development GENERAL NOTESINDEX TO DRAWINGS DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 L VENUE MN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionExisting / Demolition Floor Plan & Elevs A1.0 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 D126A D129 D130A D132 D132A D128D133D104D102D101D100AD135D100D105D109D108D110D111D114D115D119D118D141D122AD122D130D136D139DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 LVENUEMN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionExisting Building & Remodeling Information A0.0 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 EXISTING BUILDING INFORMATION YEAR BUILT2015 per date of existing drawings. Designed and Built based on 2006 MNBC. Existing Building Square Footage 8,887 Gross SF Existing Occupancy Type: I-4 CHILDCARE FACILITY Existing Construction Type: Type 5-B Fire Rating: Per Table 601 1 hour rating required Fire Protection: NFPA 13 Automatic Sprinkler System THE FOLLOWING CODES AND STANDARDS-LATEST EDITION, ARE USED IN PREPARATION OF THESE DOCUMENTS. THE CONTRACTOR SHOULD REVIEW AND BE FAMILIAR WITH THE REQUIREMENTS AND STANDARDS THERE IN. ANY NONCONFORMITY DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. 2020 MINNESOTA STATE BUILDING CODES & MINNESOTA CONSERVATION CODE 2020 MINNESOTA STATE ACCESSIBILITY CODE 2022 CITY OF LAKEVILLE CODES & ORDINANCES EXISTING SITE INFORMATION Total Site Area59,772 GSF 1.37 ACRES [VERIFY W/ CIVIL] Existing ZoningC-3SEE NOTES BELOW Existing Pre-School Building8,887 GSF Occupancy Classification: Per 308.5 Group I-4 if more than 100 students Allowable Area:Group I-4 S1 Type 5-B Area = 36,000 Height = 1 Story with Sprinkler System Occupancy Separation: Per 508.4 None Required Fire Resistance:Table 601 Type 5-B None Required Fire Separation Distance: Per 602Type 5-B X > 30Assumed no other building within 30'-0" of existing. No Rating Required for exterior bearing walls or interior partitions Max Opening Area: Per 705.8 > 30'-0" = No Limit Current Occupant Load: Per 1004.5 Daycare = 5,382/ 35 net = 153.8 Kitchen = 220 / 200 gross = 1.1 Business = 518 / 150 gross = 3.5 Total Calculated Occupant Load = 158.4 Existing Occupant Load = 167 Revised Occupant Load w/ Addition = 227 Note: Occupant Load for classrooms is determined by State of MN square footage licensing requirements ] Existing & Alteration Means of Egress:Per 1005.3.2 Existing Occupant Load 167 (0.15) = 25.05 inches of egress width is required. 72" existing. Addition Occupant Load 227 (0.15) = 30.75No change to exiting width. Exits Required:Per 1006.3.2 Existing: 1-500 Occupants requires 2 Exits. Addition occupant load requires 2 ExitsNo change to exiting. Exit Distance:Per 1007.1.1 Distance must be at least 1/3 of the maximum diagonal length of the building. 131'-2" /3 = 43'-8" Minimum Separation ACTUAL SEPARATION DISTANCE = 109'-6" Addition Exit Distance Reqd. = 59'-4"ACTUAL SEPARATION DISTANCE = 147'-0" Exit Access Distance: Per 1017.2 Maximum travel distance = 200'-0" with sprinkler system. No change to Exit Access Distance. Corridor Rating:Per 1020.1 Group I-4 - No rating required.No change to Corridor Rating. Corridor Width:Per 1020.2 Minimum corridor width = 44 inches Actual = 58 inches New corridor to match existing. Proposed AlterationLevel 2 Per 2020 Minnesota Conservation Code for Existing Buildings Reconfiguring existing area - Proposed reconfiguration of space, doors addition of windows and extension of existing systems constitute a Level 3 Alteration. PROPOSED ADDITION & REMODELING INFORMATION Addition Square Footage: 3,529 Gross SF Remodeling Square Footage: 203 Gross SF Proposed Occupancy Type:Institution - Daycare I-4 Same as Existing Construction Type:Type 5-BSame as Existing Fire Protection:Addition to existing NFPA 13 building wide system Energy Path:ASHRAE 90.1 SITE SETBACKS & HEIGHTS Property and surrounding development is Zoned PUD. Ordinance11-96-7: SETBACKS AND BUILDING HEIGHT: The various setback and height regulations of the most closely related conventional zoning district shall be considered presumptively appropriate, but may be departed from to accomplish the purposes described in section 11-96-1 of this chapter. (Ord. 867, sec. 116, 5-17-2010) C-3 GENERAL COMMERCIAL DISTRICT: The following setbacks information was used for the proposed Addition & Remodeling based on the most closely related Zoning District information in Chapter 73, 11-73-13. FRONT YARD = 30'-0"REAR YARD = 10'-0"SIDE YARD = 30'-0" on side yards abutting a street BUILDING HEIGHT: 3 STORIES OR 35'-0" MAX. 101'-0"83'-8"20'-0"43'-8"20'-0"101'-0" 10'-0"4'-8" DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 LVENUEMN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionArchitectural Site Plan A0.1 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 10'-9 15/16"PROPERTY LINEBUILDING SETBACK LINEEXISTING FENCE LINE 10'-0" SETBACK MIN. PROPERTY LINE BUILDING SETBACK LINEEXISTING PARKINGEXISTING PARKINGEXISTING PLAYGROUND10'-0"SETBACK MIN.EXISTING PARKING+/- 52'-4"EXISTING BUILDING SETBACK23'-0"42'-0"52'-0"38'-0"10'-0 3/16"4"1'-0" 2'-3" 6'-0" 5'-0" 115'-8" 10'-0"4'-8" 115'-8"83'-8"LOCATION MAP SEE EXISTING DRAWING FOR COMPLETE EXISTING BUILDING INFORMATION SEE CIVIL FOR COMPLETE SITE INFORMATION EXHIBIT J Tom Walker tom.walker@goddardlakeville.com 612 - 799 - 6958 Owner Information Addition & Remodeling 16189 Elmhurst LaneLakeville, MN Goddard School for Early Childhood Development GENERAL NOTESINDEX TO DRAWINGS DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 LVENUEMN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionExisting / Demolition Floor Plan & Elevs A1.0 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 D126A D129 D130A D132 D132AD128D133D104D102D101D100AD135D100D105D109D108D110D111D114D115D119D118D141D122AD122D130D136D139DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 LVENUEMN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionExisting Building & Remodeling Information A0.0 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 EXISTING BUILDING INFORMATION YEAR BUILT2015 per date of existing drawings. Designed and Built based on 2006 MNBC. Existing Building Square Footage 8,887 Gross SF Existing Occupancy Type: I-4 CHILDCARE FACILITY Existing Construction Type: Type 5-B Fire Rating: Per Table 601 1 hour rating required Fire Protection: NFPA 13 Automatic Sprinkler System THE FOLLOWING CODES AND STANDARDS-LATEST EDITION, ARE USED IN PREPARATION OF THESE DOCUMENTS. THE CONTRACTOR SHOULD REVIEW AND BE FAMILIAR WITH THE REQUIREMENTS AND STANDARDS THERE IN. ANY NONCONFORMITY DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. 2020 MINNESOTA STATE BUILDING CODES & MINNESOTA CONSERVATION CODE 2020 MINNESOTA STATE ACCESSIBILITY CODE 2022 CITY OF LAKEVILLE CODES & ORDINANCES EXISTING SITE INFORMATION Total Site Area59,772 GSF 1.37 ACRES [VERIFY W/ CIVIL] Existing ZoningC-3SEE NOTES BELOW Existing Pre-School Building8,887 GSF Occupancy Classification: Per 308.5 Group I-4 if more than 100 students Allowable Area:Group I-4 S1 Type 5-B Area = 36,000 Height = 1 Story with Sprinkler System Occupancy Separation: Per 508.4 None Required Fire Resistance:Table 601 Type 5-B None Required Fire Separation Distance: Per 602Type 5-B X > 30Assumed no other building within 30'-0" of existing. No Rating Required for exterior bearing walls or interior partitions Max Opening Area: Per 705.8 > 30'-0" = No Limit Current Occupant Load: Per 1004.5 Daycare = 5,382/ 35 net = 153.8 Kitchen = 220 / 200 gross = 1.1 Business = 518 / 150 gross = 3.5 Total Calculated Occupant Load = 158.4 Existing Occupant Load = 167 Revised Occupant Load w/ Addition = 227 Note: Occupant Load for classrooms is determined by State of MN square footage licensing requirements ] Existing & Alteration Means of Egress:Per 1005.3.2 Existing Occupant Load 167 (0.15) = 25.05 inches of egress width is required. 72" existing. Addition Occupant Load 227 (0.15) = 30.75No change to exiting width. Exits Required:Per 1006.3.2 Existing: 1-500 Occupants requires 2 Exits. Addition occupant load requires 2 ExitsNo change to exiting. Exit Distance:Per 1007.1.1 Distance must be at least 1/3 of the maximum diagonal length of the building. 131'-2" /3 = 43'-8" Minimum Separation ACTUAL SEPARATION DISTANCE = 109'-6" Addition Exit Distance Reqd. = 59'-4"ACTUAL SEPARATION DISTANCE = 147'-0" Exit Access Distance: Per 1017.2 Maximum travel distance = 200'-0" with sprinkler system. No change to Exit Access Distance. Corridor Rating:Per 1020.1 Group I-4 - No rating required.No change to Corridor Rating. Corridor Width:Per 1020.2 Minimum corridor width = 44 inches Actual = 58 inches New corridor to match existing. Proposed AlterationLevel 2 Per 2020 Minnesota Conservation Code for Existing Buildings Reconfiguring existing area - Proposed reconfiguration of space, doors addition of windows and extension of existing systems constitute a Level 3 Alteration. PROPOSED ADDITION & REMODELING INFORMATION Addition Square Footage: 3,529 Gross SF Remodeling Square Footage: 203 Gross SF Proposed Occupancy Type:Institution - Daycare I-4 Same as Existing Construction Type:Type 5-BSame as Existing Fire Protection:Addition to existing NFPA 13 building wide system Energy Path:ASHRAE 90.1 SITE SETBACKS & HEIGHTS Property and surrounding development is Zoned PUD. Ordinance11-96-7: SETBACKS AND BUILDING HEIGHT: The various setback and height regulations of the most closely related conventional zoning district shall be considered presumptively appropriate, but may be departed from to accomplish the purposes described in section 11-96-1 of this chapter. (Ord. 867, sec. 116, 5-17-2010) C-3 GENERAL COMMERCIAL DISTRICT: The following setbacks information was used for the proposed Addition & Remodeling based on the most closely related Zoning District information in Chapter 73, 11-73-13. FRONT YARD = 30'-0"REAR YARD = 10'-0"SIDE YARD = 30'-0" on side yards abutting a street BUILDING HEIGHT: 3 STORIES OR 35'-0" MAX. 101'-0"83'-8"20'-0"43'-8"20'-0"101'-0" 10'-0"4'-8" DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 LVENUEMN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionArchitectural Site Plan A0.1 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 10'-9 15/16"PROPERTY LINEBUILDING SETBACK LINEEXISTING FENCE LINE 10'-0" SETBACK MIN. PROPERTY LINE BUILDING SETBACK LINEEXISTING PARKINGEXISTING PARKINGEXISTING PLAYGROUND10'-0"SETBACK MIN.EXISTING PARKING+/- 52'-4"EXISTING BUILDING SETBACK23'-0"42'-0"52'-0"38'-0"10'-0 3/16"DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 L VENUE MN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionReno & Addition Ftg & Fdn Plan & Floor Plan A1.1 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 D126A D129 D130A D132 D132A D128D133D104D102D101D100AD135D100D105D109D108D110D111D114D115D119D118D141D122AD122D130D136D13922'-0"41'-0"52'-6"37'-6"23'-0"42'-0"51'-6"38'-6"42'-10"132'-0"6"6"18'-6"5'-0"28'-0"10"3'-4"10"2'-0"3'-4"1'-2"5'-0"36'-8"5'-0" 5'-0" 30'-0" 5'-8"5'-0"19'-4" 5'-6"3'-4"19'-2"6'-4"3'-4"5'-10"10'-8"5'-6"131'-0"5'-4"5'-8"15'-8"7'-1"14'-9"36'-8"8'-1"7'-9"41'-0"10'-10"5'-8"14'-5"5'-9"4'-8"29'-0" 7'-8"7'-2"6'-8"7'-6" 6"6"6"6" 1'-0" 6"6"1'-0" 6" 6"6"6"6"42'-4"3'-2"9'-4"13'-10"6'-6"6'-4"7'-3"7'-5"1'-0"11'-6"3'-0"11'-10"2'-4"8'-4"12'-6"8'-0"12'-6"5'-6"6'-4"3'-4"1'-8"4'-10"5'-8"4'-3"4"1'-0" 2'-3" 6'-0" 5'-0" 115'-8" 10'-0"4'-8" 115'-8"83'-8"2'-6" LOCATION MAP SEE EXISTING DRAWING FOR COMPLETE EXISTING BUILDING INFORMATION SEE CIVIL FOR COMPLETE SITE INFORMATION 8'-0"8'-0"8'-0"6'-8" H-2 H-2 H-2 9'-0" MATCH EXIST. ACT HT.B A 1 4 EMERGENCY LIGHT TO MATCH EXISTING EXHIBIT K Tom Walker tom.walker@goddardlakeville.com 612 - 799 - 6958 Owner Information Addition & Remodeling 16189 Elmhurst LaneLakeville, MN Goddard School for Early Childhood Development GENERAL NOTESINDEX TO DRAWINGS DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 LVENUEMN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionExisting / Demolition Floor Plan & Elevs A1.0 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 D126A D129 D130A D132 D132AD128D133D104D102D101D100AD135D100D105D109D108D110D111D114D115D119D118D141D122AD122D130D136D139DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 LVENUEMN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionExisting Building & Remodeling Information A0.0 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 EXISTING BUILDING INFORMATION YEAR BUILT2015 per date of existing drawings. Designed and Built based on 2006 MNBC. Existing Building Square Footage 8,887 Gross SF Existing Occupancy Type: I-4 CHILDCARE FACILITY Existing Construction Type: Type 5-B Fire Rating: Per Table 601 1 hour rating required Fire Protection: NFPA 13 Automatic Sprinkler System THE FOLLOWING CODES AND STANDARDS-LATEST EDITION, ARE USED IN PREPARATION OF THESE DOCUMENTS. THE CONTRACTOR SHOULD REVIEW AND BE FAMILIAR WITH THE REQUIREMENTS AND STANDARDS THERE IN. ANY NONCONFORMITY DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. 2020 MINNESOTA STATE BUILDING CODES & MINNESOTA CONSERVATION CODE 2020 MINNESOTA STATE ACCESSIBILITY CODE 2022 CITY OF LAKEVILLE CODES & ORDINANCES EXISTING SITE INFORMATION Total Site Area59,772 GSF 1.37 ACRES [VERIFY W/ CIVIL] Existing ZoningC-3SEE NOTES BELOW Existing Pre-School Building8,887 GSF Occupancy Classification: Per 308.5 Group I-4 if more than 100 students Allowable Area:Group I-4 S1 Type 5-B Area = 36,000 Height = 1 Story with Sprinkler System Occupancy Separation: Per 508.4 None Required Fire Resistance:Table 601 Type 5-B None Required Fire Separation Distance: Per 602Type 5-B X > 30Assumed no other building within 30'-0" of existing. No Rating Required for exterior bearing walls or interior partitions Max Opening Area: Per 705.8 > 30'-0" = No Limit Current Occupant Load: Per 1004.5 Daycare = 5,382/ 35 net = 153.8 Kitchen = 220 / 200 gross = 1.1 Business = 518 / 150 gross = 3.5 Total Calculated Occupant Load = 158.4 Existing Occupant Load = 167 Revised Occupant Load w/ Addition = 227 Note: Occupant Load for classrooms is determined by State of MN square footage licensing requirements ] Existing & Alteration Means of Egress:Per 1005.3.2 Existing Occupant Load 167 (0.15) = 25.05 inches of egress width is required. 72" existing. Addition Occupant Load 227 (0.15) = 30.75No change to exiting width. Exits Required:Per 1006.3.2 Existing: 1-500 Occupants requires 2 Exits. Addition occupant load requires 2 ExitsNo change to exiting. Exit Distance:Per 1007.1.1 Distance must be at least 1/3 of the maximum diagonal length of the building. 131'-2" /3 = 43'-8" Minimum Separation ACTUAL SEPARATION DISTANCE = 109'-6" Addition Exit Distance Reqd. = 59'-4"ACTUAL SEPARATION DISTANCE = 147'-0" Exit Access Distance: Per 1017.2 Maximum travel distance = 200'-0" with sprinkler system. No change to Exit Access Distance. Corridor Rating:Per 1020.1 Group I-4 - No rating required.No change to Corridor Rating. Corridor Width:Per 1020.2 Minimum corridor width = 44 inches Actual = 58 inches New corridor to match existing. Proposed AlterationLevel 2 Per 2020 Minnesota Conservation Code for Existing Buildings Reconfiguring existing area - Proposed reconfiguration of space, doors addition of windows and extension of existing systems constitute a Level 3 Alteration. PROPOSED ADDITION & REMODELING INFORMATION Addition Square Footage: 3,529 Gross SF Remodeling Square Footage: 203 Gross SF Proposed Occupancy Type:Institution - Daycare I-4 Same as Existing Construction Type:Type 5-BSame as Existing Fire Protection:Addition to existing NFPA 13 building wide system Energy Path:ASHRAE 90.1 SITE SETBACKS & HEIGHTS Property and surrounding development is Zoned PUD. Ordinance11-96-7: SETBACKS AND BUILDING HEIGHT: The various setback and height regulations of the most closely related conventional zoning district shall be considered presumptively appropriate, but may be departed from to accomplish the purposes described in section 11-96-1 of this chapter. (Ord. 867, sec. 116, 5-17-2010) C-3 GENERAL COMMERCIAL DISTRICT: The following setbacks information was used for the proposed Addition & Remodeling based on the most closely related Zoning District information in Chapter 73, 11-73-13. FRONT YARD = 30'-0"REAR YARD = 10'-0"SIDE YARD = 30'-0" on side yards abutting a street BUILDING HEIGHT: 3 STORIES OR 35'-0" MAX. 101'-0"83'-8"20'-0"43'-8"20'-0"101'-0" 10'-0"4'-8" DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 LVENUEMN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionArchitectural Site Plan A0.1 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 10'-9 15/16"PROPERTY LINEBUILDING SETBACK LINEEXISTING FENCE LINE 10'-0" SETBACK MIN. PROPERTY LINE BUILDING SETBACK LINEEXISTING PARKINGEXISTING PARKINGEXISTING PLAYGROUND10'-0"SETBACK MIN.EXISTING PARKING+/- 52'-4"EXISTING BUILDING SETBACK23'-0"42'-0"52'-0"38'-0"10'-0 3/16"DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 LVENUEMN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionReno & Addition Ftg & Fdn Plan & Floor Plan A1.1 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 D126A D129 D130A D132 D132AD128D133D104D102D101D100AD135D100D105D109D108D110D111D114D115D119D118D141D122AD122D130D136D13922'-0"41'-0"52'-6"37'-6"23'-0"42'-0"51'-6"38'-6"42'-10"132'-0"6"6"18'-6"5'-0"28'-0"10"3'-4"10"2'-0"3'-4"1'-2"5'-0"36'-8"5'-0" 5'-0" 30'-0" 5'-8" 5'-0"19'-4" 5'-6" 3'-4"19'-2"6'-4" 3'-4" 5'-10"10'-8"5'-6"131'-0"5'-4" 5'-8"15'-8"7'-1"14'-9"36'-8"8'-1"7'-9"41'-0"10'-10"5'-8"14'-5"5'-9"4'-8"29'-0" 7'-8"7'-2"6'-8"7'-6" 6"6"6"6" 1'-0" 6"6"1'-0" 6" 6"6"6"6"42'-4"3'-2"9'-4"13'-10"6'-6"6'-4"7'-3"7'-5"1'-0"11'-6"3'-0"11'-10"2'-4"8'-4"12'-6"8'-0"12'-6"5'-6"6'-4" 3'-4" 1'-8"4'-10"5'-8"4'-3"4"1'-0" 2'-3" 6'-0" 5'-0" 115'-8" 10'-0"4'-8" 115'-8"83'-8"A 2'-6" A DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 L VENUE MN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionFloor Finish Plan & Building Data Plan A1.3 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 D119D118D126A D129 D130A D132 D132A D128D133D104D102D101D100AD135D100D105D109D108D110D111D114D115D119D118D141D122AD122D130D136D139NEW ROOF OVER FRAMING - MATCH EXISTING PITCH & CONSTRUCTION VERIFY W/ STRUCTURAL 29'-0" EXTEND FLAT ROOF TO JOIN WITH NEW HIP ROOF25'-10"LOCATION MAP DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 LVENUEMN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionRoof Plan, Fixture Plan & Elarged Floor Plans A1.2 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 AC4 SEE EXISTING DRAWING FOR COMPLETE EXISTING BUILDING INFORMATION SEE CIVIL FOR COMPLETE SITE INFORMATION 4 HR FIRE RATINGASTM C94 AC6 AC78'-0"8'-0"8'-0"6'-8" NUMBER OF STUDENTS < 36 MONTHS OLD NUMBER OF STUDENTS > 36 MONTHS OLD TOTAL STUDENTS TOTAL STAFF TOTAL OCCUPANCY 167 Existing 22 Existing 145 Existing 80 Existing 65 Existing 227 6 Addition 54 Addition 40 Addition 14 Addition 28 199 120 79 60 Addition H-2 H-2 H-2 1 4 B A 7'-3"7'-5"1'-0" WC 1WC 1 7'-5"7'-3" 1 4 2 44 1 GA -600-2018 FIRE RESISTANCE MANUAL - GENERAL EXPLANATORY NOTES 3. SCREWS - Screws meeting ASTM C1002 - shall be permitted to be substituted for the prescribed nails, one for one, when the length and head diameter of the screws equal or exceed those of the nails specifiec in the tested system, and the screw spacing does not exceed the spacing specified for the nails in the tested system. 11. INSULATION IN WALLS - When not specified as a component of a fire tested wall or partition system, either faced or unfaced mineral fiber, glass fiber or celulose fiber insulation of a thickness not exceeding that of the cavity depth shall be permitted to be added within the stud cavity. 18. STUD SIZES AND DEPTHS - Greater stud sizes (depths) shall be permitted to be used in metal- or wood-stud systems. 24. ADDITIONAL GYPSUM PANEL LAYERS - Additional layers of any type of gypsum panels shall be permitted to be added to any system. Additional layers of gypsum board may improve the STC. 25. ADDITION OF OTHER PANELS - when not specified as a component of a fire resistance rated wall or partition system, cementitious backer units and/or wood structural panels shall be permitted to be added to one or both sides. Such panels shall be permitted to be applied either as a base layer directly to the framing (under the gypsum board), as a face layer (over the face layer of the gypsum board), or between the layers of gypsum board in multi-layer systems. Where such panels are applied under the gypsum board or between layers of gypsum board the length of the fasteners specified for the attachment of the gypsum board applied over the panels shall be increased by not less than the thickness of the panels. Fastener spacing for the gypsum board and the number of layers of gypsum board shall be as specified in the system description. B 2'-0 3/8"2'-4"9'-0" MATCH EXIST. ACT HT.4 1/4" B A 1 4 1'-7" MAIL SHELVES END PANEL BEYOND WOOD BLOCKING AS REQD. BY SHELVING MANUFACTURER SEE ROOM FINISH SCHEDULE FOR CEILING HEIGHTS & FINISHES TYPICAL CUBBIE WIDTH = 12" SEE ALSO GSI SPECIFICATIONS 4" HP-LAM OR SOLID SURFACE BACKSPLASH SEE INT. ELEVS. & RFS FOR FURTHER NFO. 14" DEPTH UPPER CABS. SEE FLOOR PLANS FOR LOCATIONS LAMINATE KICK PLATE TO MATCH CABINET SOLID SURFACE COUNTER TOP W/ BULLNOSED EDGES AND ROUNDED CORNERS BASE CABS. SEE FLOOR PLANS FOR LOCATIONS WOOD BLOCKING AS REQUIRED BY SHELVING MANUFACTURER 'B' PARTICLE BOARD W/ MELAMINE FINISH METAL SHELF SUPPORT SEE ROOM FINISH SCHEDULE FOR CEILING HEIGHTS & FINISHES ELECTRIC WATER COOLER / BOTTLE FILLER WOOD BLOCKING AS REQUIRED EMERGENCY LIGHT TO MATCH EXISTING EMERGENCY LIGHT TO MATCH EXISTING EMERGENCY LIGHT TO MATCH EXISTING EMERGENCY LIGHT TO MATCH EXISTING EXHIBIT L Tom Walker tom.walker@goddardlakeville.com 612 - 799 - 6958 Owner Information Addition & Remodeling 16189 Elmhurst LaneLakeville, MN Goddard School for Early Childhood Development GENERAL NOTESINDEX TO DRAWINGS DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 LVENUEMN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionExisting / Demolition Floor Plan & Elevs A1.0 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 D126A D129 D130A D132 D132AD128D133D104D102D101D100AD135D100D105D109D108D110D111D114D115D119D118D141D122AD122D130D136D139DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 LVENUEMN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionExisting Building & Remodeling Information A0.0 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 EXISTING BUILDING INFORMATION YEAR BUILT2015 per date of existing drawings. Designed and Built based on 2006 MNBC. Existing Building Square Footage 8,887 Gross SF Existing Occupancy Type: I-4 CHILDCARE FACILITY Existing Construction Type: Type 5-B Fire Rating: Per Table 601 1 hour rating required Fire Protection: NFPA 13 Automatic Sprinkler System THE FOLLOWING CODES AND STANDARDS-LATEST EDITION, ARE USED IN PREPARATION OF THESE DOCUMENTS. THE CONTRACTOR SHOULD REVIEW AND BE FAMILIAR WITH THE REQUIREMENTS AND STANDARDS THERE IN. ANY NONCONFORMITY DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. 2020 MINNESOTA STATE BUILDING CODES & MINNESOTA CONSERVATION CODE 2020 MINNESOTA STATE ACCESSIBILITY CODE 2022 CITY OF LAKEVILLE CODES & ORDINANCES EXISTING SITE INFORMATION Total Site Area59,772 GSF 1.37 ACRES [VERIFY W/ CIVIL] Existing ZoningC-3SEE NOTES BELOW Existing Pre-School Building8,887 GSF Occupancy Classification: Per 308.5 Group I-4 if more than 100 students Allowable Area:Group I-4 S1 Type 5-B Area = 36,000 Height = 1 Story with Sprinkler System Occupancy Separation: Per 508.4 None Required Fire Resistance:Table 601 Type 5-B None Required Fire Separation Distance: Per 602Type 5-B X > 30Assumed no other building within 30'-0" of existing. No Rating Required for exterior bearing walls or interior partitions Max Opening Area: Per 705.8 > 30'-0" = No Limit Current Occupant Load: Per 1004.5 Daycare = 5,382/ 35 net = 153.8 Kitchen = 220 / 200 gross = 1.1 Business = 518 / 150 gross = 3.5 Total Calculated Occupant Load = 158.4 Existing Occupant Load = 167 Revised Occupant Load w/ Addition = 227 Note: Occupant Load for classrooms is determined by State of MN square footage licensing requirements ] Existing & Alteration Means of Egress:Per 1005.3.2 Existing Occupant Load 167 (0.15) = 25.05 inches of egress width is required. 72" existing. Addition Occupant Load 227 (0.15) = 30.75No change to exiting width. Exits Required:Per 1006.3.2 Existing: 1-500 Occupants requires 2 Exits. Addition occupant load requires 2 ExitsNo change to exiting. Exit Distance:Per 1007.1.1 Distance must be at least 1/3 of the maximum diagonal length of the building. 131'-2" /3 = 43'-8" Minimum Separation ACTUAL SEPARATION DISTANCE = 109'-6" Addition Exit Distance Reqd. = 59'-4"ACTUAL SEPARATION DISTANCE = 147'-0" Exit Access Distance: Per 1017.2 Maximum travel distance = 200'-0" with sprinkler system. No change to Exit Access Distance. Corridor Rating:Per 1020.1 Group I-4 - No rating required.No change to Corridor Rating. Corridor Width:Per 1020.2 Minimum corridor width = 44 inches Actual = 58 inches New corridor to match existing. Proposed AlterationLevel 2 Per 2020 Minnesota Conservation Code for Existing Buildings Reconfiguring existing area - Proposed reconfiguration of space, doors addition of windows and extension of existing systems constitute a Level 3 Alteration. PROPOSED ADDITION & REMODELING INFORMATION Addition Square Footage: 3,529 Gross SF Remodeling Square Footage: 203 Gross SF Proposed Occupancy Type:Institution - Daycare I-4 Same as Existing Construction Type:Type 5-BSame as Existing Fire Protection:Addition to existing NFPA 13 building wide system Energy Path:ASHRAE 90.1 SITE SETBACKS & HEIGHTS Property and surrounding development is Zoned PUD. Ordinance11-96-7: SETBACKS AND BUILDING HEIGHT: The various setback and height regulations of the most closely related conventional zoning district shall be considered presumptively appropriate, but may be departed from to accomplish the purposes described in section 11-96-1 of this chapter. (Ord. 867, sec. 116, 5-17-2010) C-3 GENERAL COMMERCIAL DISTRICT: The following setbacks information was used for the proposed Addition & Remodeling based on the most closely related Zoning District information in Chapter 73, 11-73-13. FRONT YARD = 30'-0"REAR YARD = 10'-0"SIDE YARD = 30'-0" on side yards abutting a street BUILDING HEIGHT: 3 STORIES OR 35'-0" MAX. 101'-0"83'-8"20'-0"43'-8"20'-0"101'-0" 10'-0"4'-8" DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 LVENUEMN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionArchitectural Site Plan A0.1 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 10'-9 15/16"PROPERTY LINEBUILDING SETBACK LINEEXISTING FENCE LINE 10'-0" SETBACK MIN. PROPERTY LINE BUILDING SETBACK LINEEXISTING PARKINGEXISTING PARKINGEXISTING PLAYGROUND10'-0"SETBACK MIN.EXISTING PARKING+/- 52'-4"EXISTING BUILDING SETBACK23'-0"42'-0"52'-0"38'-0"10'-0 3/16"DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 LVENUEMN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionReno & Addition Ftg & Fdn Plan & Floor Plan A1.1 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 D126A D129 D130A D132 D132AD128D133D104D102D101D100AD135D100D105D109D108D110D111D114D115D119D118D141D122AD122D130D136D13922'-0"41'-0"52'-6"37'-6"23'-0"42'-0"51'-6"38'-6"42'-10"132'-0"6"6"18'-6"5'-0"28'-0"10"3'-4"10"2'-0"3'-4"1'-2"5'-0"36'-8"5'-0" 5'-0" 30'-0" 5'-8" 5'-0"19'-4" 5'-6" 3'-4"19'-2"6'-4" 3'-4" 5'-10"10'-8"5'-6"131'-0"5'-4" 5'-8"15'-8"7'-1"14'-9"36'-8"8'-1"7'-9"41'-0"10'-10"5'-8"14'-5"5'-9"4'-8"29'-0" 7'-8"7'-2"6'-8"7'-6" 6"6"6"6" 1'-0" 6"6"1'-0" 6" 6"6"6"6"42'-4"3'-2"9'-4"13'-10"6'-6"6'-4"7'-3"7'-5"1'-0"11'-6"3'-0"11'-10"2'-4"8'-4"12'-6"8'-0"12'-6"5'-6"6'-4" 3'-4" 1'-8" DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 L VENUE MN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionBuilding Elevations & Notes A2.0 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 4'-10"5'-8"4'-3"4"1'-0" 2'-3" 6'-0" 5'-0" 115'-8" 10'-0"4'-8" 115'-8"83'-8"A 2'-6" A DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 LVENUEMN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionFloor Finish Plan & Building Data Plan A1.3 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 D119D118DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 LVENUEMN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionReflected Ceiling Plan & SF Analysis Plan A1.4 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 D126A D129 D130A D132 D132AD128D133D104D102D101D100AD135D100D105D109D108D110D111D114D115D119D118D141D122AD122D130D136D139D119D118 NEW ROOF OVER FRAMING - MATCH EXISTING PITCH & CONSTRUCTION VERIFY W/ STRUCTURAL 29'-0" EXTEND FLAT ROOF TO JOIN WITH NEW HIP ROOF25'-10"LOCATION MAP DATE PROJECT NO. DESCRIPTION REVISIONS MARK DRAWING SCALE DATE SHEET NUMBER SHEET TITLE PROJECT TITLE Date Name Signature EXINGTON 6 5 1 . 4 9 0 . 5 4 5 4 3434 LVENUEMN 55126AHOREVIEW,SN www.cs-architects.com ORTH 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 Architect under the laws of the State of Minnesota. A r c h i t e c t s 24179 Goddard School LakevilleRemodeling & AdditionRoof Plan, Fixture Plan & Elarged Floor Plans A1.2 CD DRAFT ISSUE 16189 Elmhurst Lane Lakeville, MN01-33-0022 08/16/22 AC4 SEE EXISTING DRAWING FOR COMPLETE EXISTING BUILDING INFORMATION SEE CIVIL FOR COMPLETE SITE INFORMATION 4 HR FIRE RATINGASTM C94 AC6 AC78'-0"8'-0"8'-0"6'-8" NUMBER OF STUDENTS < 36 MONTHS OLD NUMBER OF STUDENTS > 36 MONTHS OLD TOTAL STUDENTS TOTAL STAFF TOTAL OCCUPANCY167 Existing 22 Existing 145 Existing 80 Existing 65 Existing 227 6 Addition 54 Addition 40 Addition 14 Addition 28 199 120 79 60 Addition H-2 H-2 H-2 1 4 B A 7'-3"7'-5"1'-0" WC 1WC 1 7'-5"7'-3" 1 4 2 44 1 GA -600-2018 FIRE RESISTANCE MANUAL - GENERAL EXPLANATORY NOTES 3. SCREWS - Screws meeting ASTM C1002 - shall be permitted to be substituted for the prescribed nails, one for one, when the length and head diameter of the screws equal or exceed those of the nails specifiec in the tested system, and the screw spacing does not exceed the spacing specified for the nails in the tested system. 11. INSULATION IN WALLS - When not specified as a component of a fire tested wall or partition system, either faced or unfaced mineral fiber, glass fiber or celulose fiber insulation of a thickness not exceeding that of the cavity depth shall be permitted to be added within the stud cavity. 18. STUD SIZES AND DEPTHS - Greater stud sizes (depths) shall be permitted to be used in metal- or wood-stud systems. 24. ADDITIONAL GYPSUM PANEL LAYERS - Additional layers of any type of gypsum panels shall be permitted to be added to any system. Additional layers of gypsum board may improve the STC. 25. ADDITION OF OTHER PANELS - when not specified as a component of a fire resistance rated wall or partition system, cementitious backer units and/or wood structural panels shall be permitted to be added to one or both sides. Such panels shall be permitted to be applied either as a base layer directly to the framing (under the gypsum board), as a face layer (over the face layer of the gypsum board), or between the layers of gypsum board in multi-layer systems. Where such panels are applied under the gypsum board or between layers of gypsum board the length of the fasteners specified for the attachment of the gypsum board applied over the panels shall be increased by not less than the thickness of the panels. Fastener spacing for the gypsum board and the number of layers of gypsum board shall be as specified in the system description. B 2'-0 3/8"2'-4"9'-0" MATCH EXIST. ACT HT.4 1/4" B A 1 4 1'-7" MAIL SHELVES END PANEL BEYOND WOOD BLOCKING AS REQD. BY SHELVING MANUFACTURER SEE ROOM FINISH SCHEDULE FOR CEILING HEIGHTS & FINISHES TYPICAL CUBBIE WIDTH = 12" SEE ALSO GSI SPECIFICATIONS 4" HP-LAM OR SOLID SURFACE BACKSPLASH SEE INT. ELEVS. & RFS FOR FURTHER NFO. 14" DEPTH UPPER CABS. SEE FLOOR PLANS FOR LOCATIONS LAMINATE KICK PLATE TO MATCH CABINET SOLID SURFACE COUNTER TOP W/ BULLNOSED EDGES AND ROUNDED CORNERS BASE CABS. SEE FLOOR PLANS FOR LOCATIONS WOOD BLOCKING AS REQUIRED BY SHELVING MANUFACTURER 'B' PARTICLE BOARD W/ MELAMINE FINISH METAL SHELF SUPPORT SEE ROOM FINISH SCHEDULE FOR CEILING HEIGHTS & FINISHES ELECTRIC WATER COOLER / BOTTLE FILLER WOOD BLOCKING AS REQUIRED EMERGENCY LIGHT TO MATCH EXISTING EMERGENCY LIGHT TO MATCH EXISTING EMERGENCY LIGHT TO MATCH EXISTING EMERGENCY LIGHT TO MATCH EXISTING EMERGENCY LIGHT TO MATCH EXISTING AA EMERGENCY LIGHT TO MATCH EXISTING EMERGENCY LIGHT TO MATCH EXISTING EXHIBIT M 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA THE GODDARD SCHOOL DEVELOPMENT STAGE PUD AMENDMENT FINDINGS OF FACT AND RECOMMENDATION On November 3, 2022, the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of The Goddard School for a development stage PUD amendment to allow the construction of an addition to a daycare as a principal use. The Planning Commission conducted a public hearing on the development stage PUD amendment 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 District 3, which guides the property for Commercial. 2. The subject site is zoned PUD, Planned Unit Development. 3. Legal description of the property is: Lot 1, Block 1, Minnesota Blue Skies Addition. 4. Chapter 96 of the City of Lakeville Zoning Ordinance provides that a development stage PUD amendment may not be issued unless the criteria of Chapter 3 of the Zoning Ordinance 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 proposed daycare use is consistent with the guided commercial use of the property and the Spirit of Brandtjen Farm PUD. b. The proposed use is or will be compatible with present and future land uses of the area. Finding: The proposed daycare use will be compatible with the existing and future land uses in the area. c. The proposed use conforms to all performance standards contained in the Zoning Ordinance and the City Code. 2 Finding: Provided compliance with the stipulations of the conditional use permit, the proposed use will conform to the performance standards contained in the Zoning Ordinance and the City Code. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The proposed use can be accommodated with existing public services and will not over burden the City’s service capacity. e. Traffic generated by the proposed use is within capabilities of streets serving the property. Finding: The streets serving this site are adequate to accommodate traffic from the proposed use. 5. The report dated October 26, 2022 prepared by Kris Jenson, Associate Planner is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the development stage PUD amendment conditioned upon compliance with the planning report prepared by Associate Planner Kris Jenson dated October 26, 2022. DATED: November 3, 2022 LAKEVILLE PLANNING COMMISSION __________________________ Jeff Witte, Chair