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HomeMy WebLinkAboutItem 05 Celebration churchCity of Lakeville Planning Department Memorandum To : Planning Commission From: Frank Dempsey, AICP, Associate Planner Date: February 24, 2017 Subject: Packet Material for the March 2, 2017 Planning Commission Meeting Agenda Item: Celebration Church Planned Unit Development Amendment Action Deadline: April 4, 2017 INTRODUCTION Celebration Church representatives have submitted an application for a planned unit development (PUD) amendment to allow the construction of a two level, 18,443 square foot addition on the south side of the existing church building located at 16655 Kenyon Avenue. The proposed addition will include space for classrooms, a banquet hall, and relocated space for the existing day care/pre-school now located in the existing building. The day care use was approved by conditional use permit in 2006. The subject property is zoned PUD, Planned Unit Development subject to the C-3, General Commercial District uses and performance standards. Section 11-73-7.Q of the Zoning Ordinance allows religious institution uses in the C-3 District. Section 11-73-7.H. allows day care facilities in the C-3 District. The proposed building addition requires an amendment to the Celebration Church PUD approved in 2001 at the time the main assembly hall and parking lot was constructed. EXHIBITS The following exhibits are attached for your reference: A. Aerial Photo Map B. Location and Zoning Map C. Application Narrative D. Property Survey E. Demolition Plan F. Site Plan G. Grading and Stormwater Plan (2 Pages) H. Utility Plan I. Landscape Plan 2 J. Floor and Roof Plans (5 Pages) K. Exterior Elevations (2 Pages) L. Sectional Views (3 Pages) SITE ANALYSIS The proposed building addition will be attached to the southwest corner of the existing building with a 20 foot wide outdoor walkway between the existing building and proposed addition. An indoor hallway connection will provide interior access to the new addition. The project includes 9,268 square feet of classroom space and infant to kindergarten day care. The upper level will be a 9,175 square foot banquet hall and stage with seating for 450 persons. Two separate outdoor play areas are proposed on the west side of the church building. The existing Celebration Church is approximately 50,000 square feet in area and includes office space and a sanctuary with 700 to 1,086 seats. The conditional use permit approved in 2006 allowed day care for up to 80 children. Additional license capacity may be added provided that on-site parking is shown to be adequate and subject to approval of a PUD Amendment. Surrounding Land Uses and Zoning North – Former Jackson Landscape property (PUD) South – Schneiderman’s Furniture store under construction (C-3) East – Kenyon Avenue and Interstate 35 West – Single family homes (RS-3) The proposed building addition was reviewed for conformance with Zoning Ordinance performance standards as follows: Shoreland Overlay District. The majority of the property lies within the Shoreland Overlay District of Lee Lake. The Celebration Second Addition planned unit development approved in 2001 allowed up to 42% of the property within the Shoreland Overlay District to be impervious surface. The parking lot was constructed with a slightly different configuration and fewer parking spaces and less impervious surface area than the original approved site plan resulting in an impervious surface area of 34.1%. The new construction will increase the impervious surface area to approximately 36%, which is below the 42% impervious surface area approved in 2001. Building Setbacks. The existing building meets the setback requirements of the C-3, General Commercial District as follows: Front Yard – 30 feet Side Yards – 20 feet Rear Yards – 30 feet The proposed building addition will have the following setbacks: Front Yard (Kenyon Avenue) – 300 feet Side Yard (south) –240 feet Rear Yard (west) – 280 feet 3 Building Elevations and Exterior Building Materials. The building addition will be constructed of similar integral colored tan concrete block to that of the existing church building that was constructed in compliance with Zoning Ordinance requirements in 2002. Section 11-17-9.F.10.g of the Zoning Ordinance allows building additions less than 50% of the floor area of the existing building to use the same or similar materials as the existing building. The south wall of the new addition will equal approximately 15.5% of the exterior wall area of the entire church building. Using the same exterior building materials as the existing church for the proposed addition is in harmony with the existing church building and other commercial structures in the area. Building Height. The building addition height is 32 feet, measured as the mean height between the highest and lowest walls. The maximum allowed height in the C-3 District is three stories or 35 feet. Floor Plan. The floor plan for the building addition includes day care/classrooms on the lower level and a 450 seat banquet/assembly hall on the upper level. Access and Circulation. The property access from and to Kenyon Avenue will remain unaffected by the proposed building addition and use. The site is accessed via two driveways to and from Kenyon Avenue. Parking. The proposed site work will include demolishing and reconstructing part of the parking area on the south and west sides of the building to provide loading/unloading area near the entrance door on the south side of the building. The parking lot reconstruction will include the removal of 12 parking spaces. The church’s 1,086 seat main assembly hall approved in 2006 requires 434 parking spaces at a ratio of one space for each 2.5 seats in the main assembly area. The existing parking lot provides 512 parking spaces which exceeds the minimum required number of parking spaces. A review of the site plan identified a non-conforming stall space design in the middle row head-to-head parking spaces in the south parking lot. The existing stalls are 18 feet deep. A minimum stall depth of 20 feet is required by the Zoning Ordinance. Both of the two adjacent drive aisles are approximately three feet wider than required by the Zoning Ordinance, leaving adequate space to re-stripe the middle spaces to comply with the minimum stall depth requirements. Staff recommends that events or other assembly in the banquet/assembly hall not be scheduled during times when religious assembly or other events are held in the main sanctuary in order to ensure adequate off-street parking. Sidewalks. An eight foot wide concrete public sidewalk is located on the west side of Kenyon Avenue. A private sidewalk is located along the east side of the building and from the west office exit to the west parking lot. New private sidewalk will be constructed adjacent to the parking lot on the south side of the building addition and near the new loading area and playground. Landscaping. A mix of deciduous and evergreen trees and shrubs are proposed along the foundation of the building addition and the south building entrance. All materials meet the size and species requirements of the Zoning Ordinance. Accessory Building. A 720 square foot accessory building is proposed to be constructed along wall of the existing church building. The new accessory building will be 12 feet in 4 height and constructed of the same masonry block exterior as the church building with an asphalt shingled roof. A small accessory building currently located on the west side of the parking lot. The Zoning Ordinance allows one accessory building per property. The existing accessory building shall be removed from the property. Signs. No changes to the building or freestanding signage is proposed with this PUD Amendment. The church 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. All mechanical equipment for the building addition is proposed to be located on the roof. A roof top mechanic screening plan has been prepared to address screening of the equipment from Kenyon Avenue. A 42 inch tall parapet wall will be extended above the roof line as an architectural means of addressing the screening requirement of the Zoning Ordinance. Lighting. Any exterior lighting shall be downcast in design, shall not glare onto adjoining properties 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 Celebration Church planned unit development amendment subject to the following stipulations: 1. The recommendations listed in the February 22, 2017 engineering report. 2. The site shall and building addition shall be developed in accordance with the plans approved by the City Council. 3. The head-to-head parking stalls in the parking lot west of the building shall be restriped to meet the minimum stall depth requirement of 20 feet. 4. Events or other assembly in the banquet/assembly hall shall not be scheduled during times when religious assembly or other events are being held in the main sanctuary hall. 5. Landscaping shall be installed consistent with the approved landscape plan. A $10,000 security shall be submitted with the building permit application to guarantee installation of the approved landscaping and parking lot restriping. 6. The existing accessory building shall be removed from the property. 7. 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. 8. A sign permit is required prior to the installation or modifications of any signs. 9. The Minnesota Department of Health child care license shall be approved by the State of Minnesota prior to occupancy of the building addition. CELEBRATION CHURCH BUILDING ADDITION Property Information February 22, 2017 0 450 900225 ft 0 130 26065 m 1:4,800 Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. EXHIBIT A Lee Lake C-3 C-3 P/OS P/OS RS-3 PUD P/OS RS-3 P U D C-3 §¨¦35 KENORA WAY 1 6 7TH STW KE N R I C K A V E 16 4 T H ST W K E N W O O D T R L K E N O S H A A V E 165TH ST W UPPER 167TH ST W 1 6 8 T H ST W K E N T T R L KE N M O R E D R KE N R I C K L O O P KE N Y O N A V E LOWER 167TH ST W 166TH ST W ZONING MAP Ü EXHIBIT B Don Kimble - Architect Don Kimble, AIA P.O. BOX 41 - ANDOVER, KS 67002 Ph. 316- 651-3324 - Fax 316-613-3484 don.kimble.arch@gmail.com Date: 02-17-2017 Project: Celebration Church Project Location: Lakeville, MN To: Frank Dempsey, City of Lakeville Mr. Dempsey, The proposed building addition to Celebration Church consists of two parts; the upper level Banquet Hall and a lower level children’s area. The upper level Banquet Halls main purpose is to be used as a new dining facility and large meeting hall for the church, it seats 450. It will also be used for wedding receptions and similar functions. This upper level Banquet Hall also has the ability to be broken up into classrooms to be used by the church for additional Sunday school classroom space. The lower level children’s area has several uses. On Sundays it will function as Sunday school classrooms, but during the week five of the rooms will be used for childcare. The church currently has a functioning childcare, Celebration Academy, and it will move to this new lower level addition. The new child care facility for Celebration Academy is scheduled to house 72 children in daycare. Please let us know if you have any questions or need any further information. Thank you, Don Kimble, Architect EXHIBIT C LOUCKS W: \ 2 0 1 6 \ 1 6 4 2 7 \ C A D D D A T A \ S U R V E Y \ S 1 6 4 2 7 - M A S T E R Pl o t t e d : 1 0 / 1 3 / 2 0 1 6 2 : 3 8 P M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CELEBRATION CHURCH 16655 KENYON AVENUE LAKEVILLE MINNESOTA ROE MESSNER & ASSOCIATES, INC. 380 EAST LOCH LLOYD PARKWAY VILLAGE OF LOCH LLOYD, MICHIGAN 64012 10/13/16 SURVEY ISSUED License No. Date I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. VICINITY MAP Field Crew Max L. Stanislowski - PLS 48988 Project Lead Drawn By Checked By Loucks Project No.16427 MLS BJY MLS BRS/MJA 10/13/16 SCALE IN FEET 0 30 60 SURVEY LEGEND SPOT ELEVATION GATE VALVE SIGN LIGHT POLE SANITARY MANHOLE HYDRANT CATCH BASIN CONTOUR CONCRETE CURB STORM SEWER SANITARY SEWER CHAIN LINK FENCE WATERMAIN UNDERGROUND ELECTRIC CONCRETE A/C UNIT CABLE TV PEDESTAL ELECTRIC TRANSFORMER UNDERGROUND GAS MAILBOX GUARDPOST ELM CATULPA BIRCH OAK TREE (GEN) EL CA BI OA TR DECIDUOUS TREE ELEV @ THRESHOLDTHSD ELECTRIC OUTLETEO TREE LINE PARKING STALL COUNT HANDICAP PARKING STALL TOP OF CURBTC 3 SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 48988" FOUND IRON MONUMENT SITE N DESCRIPTION OF PROPERTY SURVEYED (Per Dakota County Tax records) Lot 1, Block 1, CELEBRATION 2ND ADDITION, Dakota County, Minnesota. Abstract Property SURVEY REPORT 1. The purpose of this survey is to show partial topography and existing improvements for the requested area of the property. 2. This survey was performed without the benefit of a Title Commitment. There may or may not be easements of record encumbering this property. The Surveyor was not provided utility easement documents for the subject property except for those shown on the Survey. 3. The bearings for this survey are based on the plat CELEBRATION 2ND ADDITION. 4. The address, if disclosed in documents provided to or obtained by the surveyor, or observed while conducting the fieldwork is 16655 Kenyon Avenue, Lakeville, Minnesota 55044. 5. Benchmark: 1980 W. In Lakeville, 0.7 mile north along Interstate Highway 35 from the junction of Interstate Highway 35 and County Road 5 and County Road 50 in Lakeville, at Interstate Highway 35 milepoint 86.15, 26.1 feet east of eastbound Interstate Highway 35 fog line, 40.4 feet west of off and on ramp from northbound Interstate Highway 35 to Metro Transit parking ramp, 1.5 feet north of witness post. Elevation = 1013.96 (NAVD 88) Site Benchmark: Top Nut Hydrant s ft. southwesterly along the westerly right of way of Kenyon Avenue from the southeast corner of surveyed property. Elevation = 1025.68 (NAVD 88) 6. A volleyball court lies over the line at the southeast corner of the property. 7. A sidewalk lies over the line along the east side of the property. 8. See sheet 2 of 2 sheets for boundary and easement detail. 9. We have shown underground utilities on and/or serving the surveyed property per Gopher State One-Call Ticket Nos. 162511709 & 162511762. The following utilities and municipalities were notified: City of Lakeville 952-985-2740 Dakota County Highway Dept. 952-891-7900 Dakota electric 651-463-6268 Frontier Communications 800-778-9140 Lakeville Public Schools 320-963-2400 Center Point Energy 406-541-9571 Dept. of Transportation 651-366-5750 Charter Communications 800-778-9140 Zayo Bandwidth 952-230-9430 i.Utility operators do not consistently respond to locate requests through the Gopher State One Call service for surveying purposes such as this. Those utility operators that do respond, often will not locate utilities from their main line to the customer's structure or facility. They consider those utilities ßSULYDWHà installations that are outside their jurisdiction. These ßSULYDWHà utilities on the surveyed property or adjoining properties, may not be located since most operators will not mark such "private" utilities. A private utility locator may be contacted to investigate these utilities further, if requested by the client. ii.The locations of underground utility lines shown hereon is an approximation based on available maps, unless otherwise noted on the survey. iii.Maps provided by those notified above, either along with a field location or in lieu of such a location, are very often inaccurate or inconclusive. EXTREME CAUTION MUST BE EXERCISED BEFORE AN EXCAVATION TAKES PLACE ON OR NEAR THIS SITE. BEFORE DIGGING, YOU ARE REQUIRED BY LAW TO NOTIFY GOPHER STATE ONE CALL AT LEAST 48 HOURS IN ADVANCE AT 811 or (651) 454-0002. CAST IRON MONUMENT TELEPHONE PEDESTAL PARTIAL TOPOGRAPHIC SURVEY 1 OF 2 CONTROLLED ACCESS EXHIBIT D LOUCKS W: \ 2 0 1 6 \ 1 6 4 2 7 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 1 - 2 D e m o l i t i o n P l a n Pl o t t e d : 0 1 / 2 0 / 2 0 1 7 9 : 5 4 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CELEBRATION CHURCH ADDITION LAKEVILLE, MN CELEBRATION CHURCH 16655 KENYON AVE LAKEVILLE, MN 55044 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.16427 JAS JDK JAS C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 UTILITY PLAN C8-1 DETAILS L1-1 LANDSCAPE PLAN 11/16/2016 CHECK SET 1/20/2017 CITY SUBMITTAL CONSTRUC T I O N NOT FOR DEMOLITION PLAN C1-2 SCALE IN FEET 0 20 40 SURVEY NOTE: 1. REFER TO BOUNDARY AND TOPOGRAPHIC SURVEY (SHEETS 1-2) FOR COMPLETE SITE SURVEY INFORMATION. REMOVE EXISTING BUILDING, CANOPY, ETC. COORDINATE WITH ARCHITECTURAL PLANS REMOVE EXISTING CURB & GUTTER, FENCE, RETAINING WALLS, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ISLANDS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING DEMOLITION LEGEND: 1. CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. 2. CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. 3.CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO GRADING PLAN AND SWPPP FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS. 4. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 5. CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. SITE DEMOLITION NOTES WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.EXHIBIT E LOUCKS W: \ 2 0 1 6 \ 1 6 4 2 7 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 2 - 1 S i t e P l a n Pl o t t e d : 0 1 / 2 0 / 2 0 1 7 9 : 5 5 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CELEBRATION CHURCH ADDITION LAKEVILLE, MN CELEBRATION CHURCH 16655 KENYON AVE LAKEVILLE, MN 55044 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.16427 JAS JDK JAS C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 UTILITY PLAN C8-1 DETAILS L1-1 LANDSCAPE PLAN 11/16/2016 CHECK SET 1/20/2017 CITY SUBMITTAL CONSTRUC T I O N NOT FOR 1. ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5. TYPICAL FULL SIZED PARKING STALL IS 9' X 20' UNLESS OTHERWISE NOTED. 6. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED. 7. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. 8. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. CURRENT ZONING: PUD- PLANNED UNIT DEVELOPMENT PROPOSED ZONING: PUD- PLANNED UNIT DEVELOPMENT PROPERTY AREA:16.04 AC DISTURBED AREA:0.99 AC PARKING REQUIREMENT: XXXXXX TOTAL PARKING: XXXXXXX PAVEMENT TYPES NOTE: PAVEMENT SECTIONS TO BE DETERMINED BASED ON SOILS REPORT. LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT SITE NOTES SITE DATA SITE PLAN C2-1 SCALE IN FEET 0 20 40 EXHIBIT F LOUCKS W: \ 2 0 1 6 \ 1 6 4 2 7 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 3 - 1 G r a d i n g P l a n Pl o t t e d : 0 1 / 2 0 / 2 0 1 7 9 : 5 6 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CELEBRATION CHURCH ADDITION LAKEVILLE, MN CELEBRATION CHURCH 16655 KENYON AVE LAKEVILLE, MN 55044 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.16427 JAS JDK JAS C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 UTILITY PLAN C8-1 DETAILS L1-1 LANDSCAPE PLAN 11/16/2016 CHECK SET 1/20/2017 CITY SUBMITTAL CONSTRUC T I O N NOT FOR GRADING PLAN C3-1 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. GRADING, DRAINAGE & EROSION CONTROL NOTES 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 4. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 5. REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO.20-15031), DATED DECEMBER 19,2016 AS PREPARED BY AMERICAN ENGINEERING TESTING, INC. FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 6. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 7. DUST MUST BE ADEQUATELY CONTROLLED. 8. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 9. SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. 10. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.SCALE IN FEET 0 20 40 EXHIBIT G LOUCKS W: \ 2 0 1 6 \ 1 6 4 2 7 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 3 - 2 S W P P P Pl o t t e d : 01 / 2 0 / 2 0 1 7 9 : 5 7 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CELEBRATION CHURCH ADDITION LAKEVILLE, MN CELEBRATION CHURCH 16655 KENYON AVE LAKEVILLE, MN 55044 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.16427 JAS JDK JAS C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 UTILITY PLAN C8-1 DETAILS L1-1 LANDSCAPE PLAN 11/16/2016 CHECK SET 1/20/2017 CITY SUBMITTAL CONSTRUC T I O N NOT FOR STORMWATER POLLUTION PREVENTION PLAN C3-2 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SCALE IN FEET 0 20 40 ESTIMATED QUANTITIES DESCRIPTION UNIT TEMPORARY ROCK CONSTRUCTION ENTRANCE EA PREFABRICATED CONCRETE WASHOUT EA SILT FENCE (STANDARD)LF BIOROLL LOGS LF INLET PROTECTION EA QUANTITY 1 1 170 200 18 SEEDING AC 0.XX INLET PROTECTION SWPPP LEGEND SILT FENCE EXISTING DRAINAGE PATTERN PROPOSED DRAINAGE PATTERN LOUCKS W: \ 2 0 1 6 \ 1 6 4 2 7 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 4 - 1 U t i l i t y P l a n Pl o t t e d : 0 1 / 2 0 / 2 0 1 7 9 : 5 8 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CELEBRATION CHURCH ADDITION LAKEVILLE, MN CELEBRATION CHURCH 16655 KENYON AVE LAKEVILLE, MN 55044 Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jeffrey A. Shopek - PE 19624 Project Lead Drawn By Checked By Loucks Project No.16427 JAS JDK JAS C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 UTILITY PLAN C8-1 DETAILS L1-1 LANDSCAPE PLAN 11/16/2016 CHECK SET 1/20/2017 CITY SUBMITTAL CONSTRUC T I O N NOT FOR UTILITY PLAN C4-1 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SCALE IN FEET 0 20 40 UTILITY PLAN GENERAL NOTES 1.ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS, THE CITY AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 1999 EDITION. ALL HDPE CONNECTIONS TO CONCRETE MANHOLES SHALL BE CONNECTED WITH AN INTERNAL RUBBER GASKET OR BY USING ADS WATERSTOP GASKET. ALL SANITARY SEWER MAIN LINE SHALL BE SDR 35. ALL SANITARY SEWER SERVICES SHALL BE SDR 26. 2.SEE SHEET C8-1 AND THE CONTRACT SPECIFICATIONS FOR SPECIFIC UTILITY DETAILS AND UTILITY SERVICE DETAILS. 3.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL PER THE REQUIREMENTS OF THE CITY. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION. 4.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 5.ALL SANITARY SEWER AND WATER SERVICES SHALL TERMINATE AT THE PROPERTY LINE UNLESS OTHERWISE NOTED. 6.THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION OR UNDERGROUND WORK. 7.THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 8.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. 9.ALL NEW WATERMAIN MUST HAVE A MINIMUM OF 7.5 FEET OF COVER. 10. ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED GRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 11. PROPOSED PIPE MATERIALS: STORM SEWER HDPE 12" " DIAMETER. STORM SEWER PVC SCH 40 8" DIAMETER EXIBIT H LOUCKS W: \ 2 0 1 6 \ 1 6 4 2 7 \ C A D D D A T A \ L A N D S C A P E \ _ d w g S h e e t F i l e s \ L 1 - 1 Pl o t t e d : 0 1 / 1 6 / 2 0 1 7 1 2 : 3 P M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION CELEBRATION CHURCH ADDITION LAKEVILLE, MN CELEBRATION CHURCH 16655 KENYON AVE LAKEVILLE, MN 55044 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-2 SWPPP NOTES C4-1 UTILITY PLAN C8-1 DETAILS L1-1 LANDSCAPE PLAN 11/16/2016 Check Set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eview Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Douglas D. Loken - LA 45591 Project Lead Drawn By Checked By Loucks Project No.16427 JAS DDL DDL 01/16/17 - EXHIBT I I S S U E D A T E S : R E V I S I O N S : N O . D A T E : C L I E N T R E V I E W 0 7 - 1 7 - 1 6 J O B N O : 16655 KENYON AVE, LAKEVILLE, MN 55044 PASTOR DERRICK ROSS AN ADDITION TO: C L I E N T R E V I E W 1 0 - 2 8 - 1 6 C L I E N T R E V I E W 1 2 - 1 5 - 1 6 C L I E N T R E V I E W 0 1 - 1 1 - 2 0 1 6 7 5 % R E V I E W D R A W I N G S 0 1 - 3 1 - 2 0 1 7 C O D E D A T A L O W E R L E V E L A INTERIOR WALL & CEILING FINISHES PROPOSED BUILDING ADDITIONBUILDING CODE INFORMATION FIRE RESISTANCE RATINGSGENERAL NOTES.MINIMUM REQUIRED PLUMBING FIXTURES - PROPOSED BUILDING L O W E R L E V E L E X I S T I N G B U I L D I N G C O D E I N F O R M A T I O N P R O P O S E D B U I L D I N G M O D I F I C A T I O N S T O E X I S T I N G B L D G 308.5.2 Child care facilityException:BUIL D I N G D I A G R A M B U I L D I N G S T A T I S T I C S S Q . F T . U P P E R L E V E L A D D I T I O N L O W E R L E V E L A D D I T I O N 9 , 1 7 5 9 , 2 6 8 T O T A L 1 8 , 4 4 3 2 0 1 7 - 0 1 - 1 0 L O W E R L E V E L P E D E S T R I A N C A N O P Y 3 7 2 EXIT WIDTH CALCULAT I O N S WIDTH REQUIRED = 244 OCC x . 1 5 " = 3 6 . 6 " WIDTH PROVIDED = 2 DOOR x 36 " = 7 2 " E X I T W I D T H C A L C U L A T I O N S W I D T H R E Q U I R E D = 4 2 2 O C C x . 1 5 " = 6 3 . 3 " W I D T H P R O V I D E D = 2 D O O R x 3 6 " = 7 2 " E X I T E X I T E X I T E X I T W I D T H C A L C U L A T I O N S W I D T H R E Q U I R E D = 1 3 2 O C C x . 1 5 " = 1 9 . 8 " W I D T H P R O V I D E D = 2 D O O R x 3 6 " = 7 2 " E X I T W I D T H C A L C U L A T I O N S W I D T H R E Q U I R E D = 2 8 8 O C C x . 1 5 " = 4 3 . 2 " W I D T H P R O V I D E D = 4 D O O R x 3 6 " = 1 4 4 " 1 2 5 2 0 0 1 1 1 3 0 0 2 7 2 2 8 2 8 1 4 7 2 8 2 2 4 2 2 4 1 4 7 1 3 2 2 0 0 7 1 2 8 8 3 7 1 6 1 3 0 2 0 0 2 4 4 5 3 5 2 3 2 3 2 3 1 2 6 2 7 2 1 2 2 150EXIT WIDTH CALCULATIONSWIDTH REQUIRED = 150 OCC x .15" = 22.5"WIDTH PROVIDED = 1 DOOR x 36" = 36"EXIT WIDTH CALCULATIONSWIDTH REQUIRED = 130 OCC x .15" = 1 9 . 5 " WIDTH PROVIDED = 1 DOOR x 36" = 36"EXIT WIDTH CALCULATIONSWIDTH REQUIRED = 200 OCC x .15" = 3 0 " WIDTH PROVIDED = 1 DOOR x 36" = 36" E X H I B I T J I S S U E D A T E S : R E V I S I O N S : N O . D A T E : C L I E N T R E V I E W 0 7 - 1 7 - 1 6 J O B N O : 16655 KENYON AVE, LAKEVILLE, MN 55044 PASTOR DERRICK ROSS AN ADDITION TO: C L I E N T R E V I E W 1 0 - 2 8 - 1 6 C L I E N T R E V I E W 1 2 - 1 5 - 1 6 C L I E N T R E V I E W 0 1 - 1 1 - 2 0 1 6 7 5 % R E V I E W D R A W I N G S 0 1 - 3 1 - 2 0 1 7 C O D E D A T A U P P E R L E V E L U P P E R L E V E L A B U I L D I N G S T A T I S T I C S S Q . F T . U P P E R L E V E L A D D I T I O N L O W E R L E V E L A D D I T I O N 9 , 1 7 5 9 , 2 6 8 T O T A L 1 8 , 4 4 3 2 0 1 7 - 0 1 - 1 0 L O W E R L E V E L P E D E S T R I A N C A N O P Y 3 7 2 BANQUET HALL LAYOUT2CLASSROOM LAYOUT3ADA CLEARANCES1 1 1 1 2 7 4 1 5 0 5 6 5 5 5 0 E X I T W I D T H C A L C U L A T I O N S W I D T H R E Q U I R E D = 2 7 4 O C C x . 1 5 " = 4 1 . 1 " W I D T H P R O V I D E D = 2 D O O R x 3 6 " = 7 2 " EXIT WIDTH C A L C U L A T I O N S WIDTH REQUIRED = 2 7 4 O C C x . 1 5 " = 4 1 . 1 " WIDTH PROVIDED = 2 D O O R x 3 6 " = 7 2 " 2 7 4 2 7 4 I S S U E D A T E S : R E V I S I O N S : N O . D A T E : C L I E N T R E V I E W 0 7 - 1 7 - 1 6 J O B N O : 16655 KENYON AVE, LAKEVILLE, MN 55044 PASTOR DERRICK ROSS AN ADDITION TO: C L I E N T R E V I E W 1 0 - 2 8 - 1 6 C L I E N T R E V I E W 1 2 - 1 5 - 1 6 C L I E N T R E V I E W 0 1 - 1 1 - 2 0 1 6 7 5 % R E V I E W D R A W I N G S 0 1 - 3 1 - 2 0 1 7 L O W E R L E V E L L O W E R L E V E L A B U I L D I N G S T A T I S T I C S S Q . F T . U P P E R L E V E L A D D I T I O N L O W E R L E V E L A D D I T I O N 9 , 1 7 5 9 , 2 6 8 T O T A L 1 8 , 4 4 3 2 0 1 7 - 0 1 - 1 0 L O W E R L E V E L P E D E S T R I A N C A N O P Y 3 7 2 I S S U E D A T E S : R E V I S I O N S : N O . D A T E : C L I E N T R E V I E W 0 7 - 1 7 - 1 6 J O B N O : 16655 KENYON AVE, LAKEVILLE, MN 55044 PASTOR DERRICK ROSS AN ADDITION TO: C L I E N T R E V I E W 1 0 - 2 8 - 1 6 C L I E N T R E V I E W 1 2 - 1 5 - 1 6 C L I E N T R E V I E W 0 1 - 1 1 - 2 0 1 6 7 5 % R E V I E W D R A W I N G S 0 1 - 3 1 - 2 0 1 7 U P P E R L E V E L A U P P E R L E V E L B U I L D I N G S T A T I S T I C S S Q . F T . U P P E R L E V E L A D D I T I O N L O W E R L E V E L A D D I T I O N 9 , 1 7 5 9 , 2 6 8 T O T A L 1 8 , 4 4 3 2 0 1 7 - 0 1 - 1 0 L O W E R L E V E L P E D E S T R I A N C A N O P Y 3 7 2 F U T U R E O F F I C E E N T R Y B I S S U E D A T E S : R E V I S I O N S : N O . D A T E : C L I E N T R E V I E W 0 7 - 1 7 - 1 6 J O B N O : 16655 KENYON AVE, LAKEVILLE, MN 55044 PASTOR DERRICK ROSS AN ADDITION TO: C L I E N T R E V I E W 1 0 - 2 8 - 1 6 C L I E N T R E V I E W 1 2 - 1 5 - 1 6 C L I E N T R E V I E W 0 1 - 1 1 - 2 0 1 6 7 5 % R E V I E W D R A W I N G S 0 1 - 3 1 - 2 0 1 7 R O O F P L A N R O O F P L A N A 1234 5 678910 M C U - 1 R T U - 1 R T U - 2 R T U - 3 R T U - 6 R T U - 6 R T U - 7 ROOF & OVERFLOW DRAIN DTLSA N C T U A R Y R O O F T O P C U R B D E T A I L MEMBRANE DET A I L M E M B R A N E F L A S H I N G ROOF ACCESS LADDERCOPING CAPCOPING CAPCOPI N G C A P COPING CAPROOF DETAIL I S S U E D A T E S : R E V I S I O N S : N O . D A T E : C L I E N T R E V I E W 0 7 - 1 7 - 1 6 J O B N O : 16655 KENYON AVE, LAKEVILLE, MN 55044 PASTOR DERRICK ROSS AN ADDITION TO: C L I E N T R E V I E W 1 0 - 2 8 - 1 6 C L I E N T R E V I E W 1 2 - 1 5 - 1 6 C L I E N T R E V I E W 0 1 - 1 1 - 2 0 1 6 7 5 % R E V I E W D R A W I N G S 0 1 - 3 1 - 2 0 1 7 E L E V A T I O N S E X T E R I O R E A S T E L E V A T I O N A E L E V A T I O N B E L E V A T I O N C E X T E R I O R F I N I S H K E Y C M U M A S O N R Y P R E F I N I S H E D M E T A L / A L U M G L A Z I N G S Y S T E M E I F S E X H I B I T K I S S U E D A T E S : R E V I S I O N S : N O . D A T E : C L I E N T R E V I E W 0 7 - 1 7 - 1 6 J O B N O : 16655 KENYON AVE, LAKEVILLE, MN 55044 PASTOR DERRICK ROSS AN ADDITION TO: C L I E N T R E V I E W 1 0 - 2 8 - 1 6 C L I E N T R E V I E W 1 2 - 1 5 - 1 6 C L I E N T R E V I E W 0 1 - 1 1 - 2 0 1 6 7 5 % R E V I E W D R A W I N G S 0 1 - 3 1 - 2 0 1 7 S E C T I O N S B U I L D I N G SECTIONC SECTI O N / E L E V A T I O N ASECTION / ELEVA T I O N B E X T E R I O R F I N I S H K E Y C M U M A S O N R Y P R E F I N I S H E D M E T A L / A L U M G L A Z I N G S Y S T E M E I F S E L E V A T I O N D EXHIBIT L City of Lakeville Public Works – Engineering Division Memorandum To: Frank Dempsey, Associate Planner From: Matt Decur, Project Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Date: February 22, 2017 Subject: Celebration Church Building Addition – Lot 1, Block 1, Celebration 2nd Addition • Planned Unit Development Amendment Review • Site Plan Review • Sediment, Erosion Control, and Restoration Plan Review BACKGROUND Celebration Church has submitted an application for an amendment to the Planned Unit Development approved in 2001 to add a two story addition to the existing church building on Lot 1, Block 1, Celebration 2nd Addition. The property is located west of and adjacent to Kenyon Avenue, south of 162nd Street (CSAH 46). The parcel is zoned PUD, Planned Unit Development. The proposed site plan application will be completed by: Applicant: Celebration Church Engineer/Architect: Loucks SSIITTEE CCOONNDDIITTIIOONNSS Lot 1, Block 1, Celebration 2nd Addition currently contains a church building and parking lot occupied by Celebration Church. The property generally drains from south to north and from east to west. Existing utility services connect the building to utilities within Kenyon Avenue. Street lights are located along Kenyon Avenue adjacent to site, and there is private interior lighting within the parking lot. CCEELLEEBBRRAATTIIOONN CCHHUURRCCHH AADDDDIITTIIOONN –– LLOOTT 11,, BBLLOOCCKK 11,, CCEELLEEBBRRAATTIIOONN 22NNDD AADDDDIITTIIOONN SSIITTEE PPLLAANN FFEEBBRRUUAARRYY 2222,, 22001177 PPAAGGEE 22 OOFF 44 EEAASSEEMMEENNTTSS The subject parcel contains existing drainage and utility easements, per the plat of Celebration 2nd Addition. These easements will remain and will not be impacted with the proposed site plan. SSIITTEE PPLLAANN RREEVVIIEEWW Celebration Church proposes to construct a two story, 18,443 square foot addition, a 744 square foot accessory building and make modifications to the surrounding parking lots. The addition will connect to existing church building and will contain daycare classrooms and a banquet hall. Private storm sewer will be extended around the proposed building addition. Private sidewalk on the site will be extended to connect the proposed addition to the surrounding parking lot. Existing full access driveways on Kenyon Avenue will remain. PPUUBBLLIICC SSTTRREEEETTSS AANNDD AACCCCEESSSS Kenyon Avenue The subject parcel is located west of and adjacent to Kenyon Avenue, a major collector roadway as identified in the City’s Comprehensive Transportation Plan. Currently, Kenyon Avenue is constructed as a 44-foot wide three-lane urban roadway with a shared center left turn lane adjacent to the church site. An 8-foot wide sidewalk is located along the west side of Kenyon Avenue south of Celebration Church’s north driveway. An 8-foot wide trail is located along the east side of Kenyon Avenue north of Celebration Church’s south driveway. Kenyon Avenue adjacent to the parent parcel was reconstructed in 2001 to a three lane roadway with City Project No. 00-21/Dakota County Project No. 05-35. Right of way was dedicated with the Celebration 2nd Addition plat. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for site grading, utility and building construction shall be restricted to the existing entrances off of Kenyon Avenue. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS The park dedication fee has been collected on the subject parcel with the Celebration plat. There is no public trail or sidewalk construction as a part of this application. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR The subject parcel is located within OL-51200 of the Orchard Lake sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed via existing trunk sanitary sewer to the MCES Farmington Interceptor and continue to the Empire Wastewater Treatment Facility. The downstream facilities have sufficient capacity to serve the proposed building addition. An existing public sanitary sewer extends through the site. A sanitary sewer service is extended from this main to serve the existing building. Service for the building addition will be from within the existing building. CCEELLEEBBRRAATTIIOONN CCHHUURRCCHH AADDDDIITTIIOONN –– LLOOTT 11,, BBLLOOCCKK 11,, CCEELLEEBBRRAATTIIOONN 22NNDD AADDDDIITTIIOONN SSIITTEE PPLLAANN FFEEBBRRUUAARRYY 2222,, 22001177 PPAAGGEE 33 OOFF 44 The Sanitary Sewer Availability Charge was paid for the parent parcel. WWAATTEERRMMAAIINN Existing 16-inch public watermain extends through the subject parcel north of the existing building. A 6-inch private watermain service is extended to the existing building. Service for the building addition will be provided from within the existing building. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG The subject parcel is located within subdistrict CL-12 of the Crystal Lake Stormwater District, as identified in the City’s Water Resources Management Plan. The subject parcel was previously graded and improved with Celebration 2nd Addition. The site drains to the north, eventually to Lee Lake. Parking lot and roof runoff is conveyed via a private storm sewer system to public storm sewer, which outlets to an existing regional stormwater basin. The proposed site adds under an acre of impervious surface which is under the threshold of the permitting requirements of the MPCA Construction General Permit with respect to the water quality volume. The proposed stormwater management plan consists of two existing publicly owned and maintained stormwater basins which drain through Farmington to the Vermillion River. The final grading plan must indicate any proposed borrow areas in which the building footings will be placed on fill material. The grading specifications must indicate that all embankments meet FHA/HUD 79G specifications. A final certificate of occupancy shall not be issued until an as-built certified grading plan has been submitted and approved by the City Engineer. The proposed site plan and improvements contain more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency. SSTTOORRMM SSEEWWEERR No public storm sewer is proposed to be constructed in conjunction with the site plan improvements. A private storm sewer system will be installed to convey the discharge from the roof of the new building to the existing private storm sewer within the site. Runoff eventually drains to the public storm sewer within Kenyon Avenue and to a public stormwater basin north of the site. The Trunk Storm Sewer Area Charge has been collected on the subject parcel and will not be required with the site plan improvements. WWEETTLLAANNDDSS There are no wetlands on Lot 1, Block 1, Celebration 2nd Addition. CCEELLEEBBRRAATTIIOONN CCHHUURRCCHH AADDDDIITTIIOONN –– LLOOTT 11,, BBLLOOCCKK 11,, CCEELLEEBBRRAATTIIOONN 22NNDD AADDDDIITTIIOONN SSIITTEE PPLLAANN FFEEBBRRUUAARRYY 2222,, 22001177 PPAAGGEE 44 OOFF 44 TTRREEEE PPRREESSEERRVVAATTIIOONN There are several trees on Lot 1, Block 1, Celebration 2nd Addition. Several trees will be removed and replaced with construction of the building addition. Any other trees damaged or removed due to utility or site construction must be replaced by the developer. EERROOSSIIOONN CCOONNTTRROOLL The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as developing and maintaining the SWPPP throughout construction phase. The permit requires that all erosion and sediment BMPs be clearly outlined in a site’s SWPPP. Changes made throughout construction should be documented in the SWPPP. Additional erosion control measures may be required during construction as deemed necessary by City staff or the Dakota County Soil and Water District. Any additional measures required shall be installed and maintained by the Developer. RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the site plan, sediment, erosion control, and restoration plan for the Celebration Church building addition, subject to the requirements and stipulations within this report. 1. The Applicant shall submit the final construction drawings in an electronic format. The electronic format shall be in either .dwg (AutoCAD) or .dxf format.