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HomeMy WebLinkAboutItem 4City of Lakeville Planning Department Memorandum To: Planning Commission From: Kris Jenson, Associate Planner Date: December 28, 2022 Subject: Packet Material for the January 5, 2023 Planning Commission Meeting Agenda Item: 1) Preliminary plat of one lot to be known as Estoria Lakeville. 2) Conditional use permit for a multiple family building to exceed 45 feet in height in the RH-2, Multiple Family Residential District. 3) Vacation of drainage and utility easements Action Deadline: February 7, 2023 BACKGROUND Ebenezer has applied for a preliminary plat of one lot to be known as Estoria Lakeville, which is proposed to be developed with an 89-unit senior co-op building. A conditional use permit to allow the proposed building to exceed 45 feet in height in the RH-2 District has been submitted as well as an application to vacate public drainage and utility easements on one of the parent parcels. The Estoria Lakeville preliminary plat is located west of Ipava Avenue and north of 165th Street. The Estoria Lakeville preliminary plat plans have been distributed to Engineering Division and Parks and Recreation Department staff and the Parks, Recreation and Natural Resources Committee. EXHIBITS A. Site Location Map B. Zoning Map C. Preliminary Plat D. Demo Plan & Tree Removal E. Erosion Control & Tree Preservation Plan (2 pages) 2 F. Site Plan G. Grading Plan H. Utility Plan I. Landscape Plan (2 pages) J. Floor Plans (3 pages) K. Building Elevation Plans (3 pages) L. Color Building Elevations (3 pages) M. Photometric Plan N. Easement Vacation PLANNING A NALYSIS PRELIMINARY PLAT Existing Conditions. The property is currently undeveloped. The property proposed to be platted is currently part of two larger parcels. The Developer has submitted Administrative Subdivision applications to separate the areas to be platted from each of the parent parcels. Adjacent Land Uses. Adjacent land uses and zoning are as follows: North – Undeveloped land (RM-2), Hosanna church parking lot (PUD) East – Hosanna church parking lot, Fountains of Hosanna senior housing (PUD) South – 165th Street, single family homes (RS-2) West – Crystal Place townhomes (RM-1) Consistency with the Capital Improvement Plan (CIP). Sanitary sewer and water improvements for the Ebenezer Lakeville plat area will be financed and constructed by the developer. These development costs associated with the Ebenezer Lakeville development are not programmed in the 2022 – 2026 CIP. Premature Subdivision Criteria. A preliminary plat may be deemed premature if any of the criteria listed in Chapter 10-2-4-1 of the Subdivision Ordinance exist. Eligible criteria pertain to a lack of adequate: drainage, water, streets, sanitary sewer, and public service capacity (police and fire protection). The other pertinent criteria pertain to inconsistencies with the City Comprehensive Land Use and Capital Improvement Plans (discussed above). Staff review of the Estoria Lakeville preliminary plat against these criteria finds that it is not a premature subdivision. Density. The Estoria Lakeville preliminary plat consists of one lot on 4.01 acres. The proposed 89-unit apartment building proposed for Lot 1, Block 1 results in a net density of 22.19 units per acre. Lot Requirements. The following minimum requirements for multi-family apartment building setbacks in the RH-2 District pertain to the Estoria Lakeville preliminary plat: 3 RH-2 Front Yard Rear Yard Side Yard Required Setbacks 30 feet 30 feet 30 feet Required Setbacks by CUP 40 feet 30 feet 40 feet Proposed Setbacks 118 feet 40 feet 40 feet The proposed building setbacks meet Zoning Ordinance requirements. The RH-2 District requires at least 1,675 square feet of net lot area per unit. Lot 1, Block 1 has a lot size of 174,675.6 square feet (4.01 acres) which is 1,962 square feet per unit for an 89-unit age-restricted apartment building. The lot meets the minimum lot area per unit requirement of the RH-2 District. Streets. The following is a summary of the street adjacent to the Estoria Lakeville preliminary plat. Additional detailed information is outlined in the Engineering Division memorandum dated December 28, 2022. 165th Street – 165th Street is located south of the property and is classified as a major collector in the Comprehensive Transportation Plan. The full 80 feet of right-of-way was platted with previous plats and no additional right-of-way is required. The street is developed as a three-lane roadway with trails along both sides of the street. Outlots. There are no outlots proposed with the Estoria Lakeville preliminary plat. Grading, Drainage, Erosion Control, and Utilities. Proposed grading, drainage, erosion control, and utilities for the Estoria Lakeville preliminary plat is shown on the grading, drainage and erosion control and utility plans. All existing and new local utilities shall be placed underground. Grading, drainage, erosion control, and utilities details are outlined in the December 28, 2022 engineering report prepared by Alex Jordan, Assistant City Engineer and Mac Cafferty, Environmental Resources Manager. The Engineering Division recommends approval of the preliminary plat. Tree Preservation. Tree preservation information was included on the demo plan. Prior to City Council consideration of the preliminary plat, the tree preservation information should be shown in a table format to include the required information such as species, tree size, condition, status (save or remove). As currently shown, 16 of 19 trees (84%) on the site will be removed for development. Wetlands. There are no wetlands within the preliminary plat boundaries. Park Dedication. The park dedication requirement for Estoria Lakeville will be satisfied through a cash contribution to be paid at the time of the final plat. Private Recreation Amenities. The site includes an open lawn east of the parking lot surrounded by a sidewalk and by various small group seating areas. South of the lawn 4 there are two pickleball courts, and to the west of the courts are several garden areas for the residents. Along the north side of the building, there is a 570 square foot fenced dog run, access to which is available from the main level of the building. Fence permits must be issued prior to the installation of any of the fences on the site. MUSA. The Estoria Lakeville preliminary plat area is located within the current MUSA. Snow Storage. The site includes areas around the parking lot where snow may be stored. Snow storage may not occur in parking spaces therefore, snow may need to be trucked off the site if there is not sufficient space to store the snow outside of parking spaces. Public Easement Vacation. One of the parent parcels includes a perimeter drainage and utility easement. As the portion of that parcel will be administratively subdivided and platted for the Estoria Lakeville development, the vacation of the underlying easement is required. New easements will be provided as shown on the proposed preliminary plat. GENERAL P ERFORMANCE STANDARDS A conditional use permit application has been submitted for Lot 1, Block 1 for a multiple family building in the RH-2 District that exceeds 45 feet in height. Section 11-4-7 lists the following performance standards for conditional use permits: A. The use and the site in question shall be served by a street of sufficient capacity to accommodate the type and volume of traffic which would be generated and adequate right of way shall be provided. The site will have access from 165th Street, a major collector street. This street is of sufficient capacity to serve the site. B. The site design for access and parking shall minimize internal as well as external traffic conflicts and shall be in compliance with chapter 19 of the Zoning Ordinance. Vehicle access to the site will be from 165th Street on the south. Access to the underground parking is available on the southwest side of the building via a driveway off the main driveway access. The surface parking spaces are arranged to provide a looped drive to facilitate traffic flow through the site. C. If applicable, a pedestrian circulation system shall be clearly defined and appropriate provisions made to protect such areas from encroachment by parked or moving vehicles. Two sidewalk connections are provided from the trail along the north side of 165th Street. Additionally, a sidewalk is proposed around the greenspace on the site and to provide a connection to the Hosanna church parking lot to the east. The parking space where the sidewalk connects to the Hosanna parking lot should be striped and signed for “No Parking” to maintain the access to the parking lot. A maintenance agreement will be required with the final plat for the sidewalk crossing from the Estoria Lakeville site to the Hosanna Church site. 5 D. Adequate off street parking and off street loading shall be provided in compliance with chapters 19 and 20 of the Zoning Ordinance. Section 11-19-13 of the Zoning Ordinance requires senior independent living units to provide 1.0 space per dwelling unit. The Estoria Lakeville building provides a total of 127 parking spaces, for an average of 1.4 parking spaces per unit. The underground parking garage has 102 parking spaces, which meets the requirement of one underground parking stall per unit. Six of the spaces are designated for electric cars and another four are reserved as handicap accessible spaces. Twelve of the underground spaces are 45 degree angled spaces while the remaining 90 are 90 degree angle spaces. The surface lot has 25 parking spaces, including two handicap accessible spaces. Two of the surface spaces are parallel spaces along the east side, where the parking lot is widened to accommodate the spaces. All of the surface and underground spaces and drive aisles meet the requirements of Section 11-19-7.I of the Zoning Ordinance. E. Loading areas and drive-up facilities shall be positioned so as to minimize internal site access problems and maneuvering conflicts, to avoid visual or noise impacts on any "adjacent" residential use or district, and provided in compliance with chapter 20 of this title. The building’s main entrance is at the north end of the surface parking lot, which has a loop configuration to allow for vehicle circulation. The building’s layout is such that the building buffers the surface parking lot from the Crystal Park townhomes to the west. F. Whenever a nonresidential use "is adjacent to" a residential use or district, a buffer area with screening and landscaping shall be provided in compliance with chapter 21 of this title. Not applicable. G. General site screening and landscaping shall be provided in compliance with chapter 21 of this title. A mix of overstory and evergreen trees are proposed along the perimeter of the site. The evergreens are primarily along the east and west sides of the site, providing a buffer to the Crystal Park townhomes to the west and the Hosanna Church parking lot to the east. Overstory trees along the south property line will help buffer the view from the single- family homes south of 165th Street to the Estoria Lakeville building. The site includes significant foundation plantings as well as plantings around the garden area, pickleball courts, and dog run. A security must be submitted with the final plat to ensure the landscaping is completed consistent with the approved landscape plan. H. All exterior lighting shall be so directed so as not to cast glare toward or onto the public right of way or neighboring residential uses or districts, and shall be in compliance with section 11-16-17 of the Zoning Ordinance. 6 The photometric plan shows the locations of light poles within the parking lot around the site. All lighting must be shielded, downcast type fixtures to prevent glare onto adjacent streets and properties. The height above ground for the bases, poles, and fixtures cannot exceed 35 feet. The photometric plans show that the proposed light levels meet the requirements of Section 11-16-17 of the Zoning Ordinance. I. Potential exterior noise generated by the use shall be identified and mitigation measures as may be necessary shall be imposed to ensure compliance with section 11-16-25 of the Zoning Ordinance. The site and building plans do not show any exterior mechanical equipment locations. Any ground level or rooftop mechanical equipment added to the site must be screened. J. The site drainage system shall be subject to the review and approval of the city engineer. The Engineering Division has reviewed and approved the site drainage and utility plans. See the December 28, 2022 Engineering memo for more information. K. The architectural appearance and functional design of the building and site shall not be so dissimilar to the existing or potential buildings and area so as to cause a blighting influence. All sides of the principal and accessory structures are to have essentially the same or coordinated, harmonious exterior finish materials and treatment. The proposed building is four stories, with a building height of 61 feet. Section 11-17-7.E states that building heights may exceed the established standard within an individual zoning district by conditional use permit, provided that the site is capable of accommodating the increased intensity of use, that the increased intensity of use does not cause an increase in traffic volumes beyond the capacity of the surrounding streets, that the public utilities and services are adequate, that for each additional 10 feet above the maximum building height allowed in the RH-2 District that the front and side yard setbacks be increased by five feet, that the increased height is not in conflict with airport zoning regulations, and that the performance standards of Chapter 4 of the Zoning Ordinance are considered and satisfied. The request for the additional building height is primarily due to the peak roof over a few portions of the building. Per Section 11-17-7.A, the building height for peak roofs are measured to the mean height of the roof and not the peak of the roof, with the base of the building being measured from the mean ground level around the building and not the low point of the grade. This information is shown on Exhibit K, the building elevation plans. Due to the building having a building height that is 16 feet above the 45 foot height limit of the RH-2 District, the building setbacks have been increased from 30 feet to 40 feet to accommodate the additional height. The Developer has stated that the peak roof was included in the building design to provide a more residential feel to the structure. The RH-2 District requires that the exterior of multiple-family dwellings have a minimum of 50% of the combined area of all elevation of a structure shall have an 7 exterior finish of brick, stucco, and/or natural stone. The exterior materials include two colors of brick (buff and charcoal) and three colors of fiber cement siding. The masonry brick is 51% of the overall exterior material. One of the fiber cement materials has a wood appearance while the other two are gray and charcoal and make up 49% of the overall exterior material. Exhibit L includes the proposed color elevations of the building. The proposed materials meet the requirements of the Zoning Ordinance. L. Provisions shall be made for daily litter control, an interior location for recycling, and trash handling and storage or an outdoor, enclosed receptacle area shall be provided in compliance with section 11-18-11 of the Zoning Ordinance. Trash and recycling will be stored within the underground garage area and will be wheeled to garage access doors to be picked up by the trash hauler. Dumpsters may not be stored outside the building. M. All signs and informational or visual communication devices shall be in compliance with chapter 23 of the Zoning Ordinance. The Estoria Lakeville plans don’t indicate any signs at this time. Should the Developer choose to add signage to the site in the future, a sign permit will be required prior to the installation of any signs. N. The use and site shall be in compliance with any federal, state or county law or regulation that is applicable and any related permits shall be obtained and documented to the city. Not applicable. O. Any applicable business licenses mandated by this code are approved and obtained. Not applicable. P. The hours of operation may be restricted when there is judged to be an incompatibility with a residential use or district. Not applicable Q. The use complies with all applicable performance standards of the zoning district in which it is located and where applicable, any nonconformities shall be eliminated. Not applicable. R. All additional conditions pertaining to a specific site are subject to change when the council, upon investigation in relation to a formal request, finds that the general welfare and public betterment can be served as well or better by modifying or expanding the conditions set forth herein. Not applicable. 8 RECOMMENDATION Planning Department staff recommends approval of the Estoria Lakeville preliminary plat, conditional use permit, and easement vacation, subject to the following stipulations: 1. The recommendations listed in the December 28, 2022 engineering report. 2. Park dedication with be satisfied by a cash contribution to be paid with the final plat. 3. The parking space on the Hosanna Church property directly east of the sidewalk connection from Estoria shall be striped and signed as “No Parking.” 4. Snow is required to be removed from the site if it cannot be accommodated on the site outside of parking spaces. 5. A security must be submitted with the final plat to ensure the landscaping is completed per the approved plan. 6. A zoning permit must be issued for the proposed fences, including around the pickleball courts, garden, and the dog run. 7. A maintenance agreement for the sidewalk crossing property boundaries (to Hosanna Church parcel to the east of the development site) is required with the final plat. 8. Prior to City Council consideration of the preliminary plat, the tree preservation information must be shown in a table format with the required information on the civil plans. Findings of Fact for approval of the conditional use permit request are attached. Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community City of Lakeville Public Hearing Notice Estoria Lakeville Location Map 165TH ST 162ND ST (CSAH 46)JAFFNA PLJAMISON PL166TH ST 163RD ST JACKDAW PA T H Estoria Lakeville Proposed Senior Housing Co-op EXHIBIT A City of Lakeville Public Hearing Notice Estoria Lakeville Zoning Map 165TH ST 162ND ST (CSAH 46)JAFFNA PLJAMISON PL166TH ST 163RD ST JACKDAW PA T H Estoria Lakeville Proposed Senior Housing Co-op EXHIBIT B RS-2 RS-2 PUD PUD PUD RH-2 RM-1 RM-2 O-RP/OS PUD RST-1 C-3 BEARINGS ARE BASED ON THE SOUTH LINE OF LOT 1,BLOCK 1, HOSANNA 4TH ADDITION WHICH ISASSUMED TO HAVE A BEARING OF N 89°54'51" WVICINITY MAPDENOTES FOUND 1/2 INCH IRON MONUMENT WITH CAPMARKED R.L.S. NO. 47481 UNLESS OTHERWISE NOTEDDENOTES SET 1/2 INCH BY 14 INCH IRON MONUMENTWITH CAP MARKED R.L.S. NO. 47481DRAINAGE AND UTILITY EASEMENTS BEING5 FEET IN WIDTH, UNLESS OTHERWISEINDICATED, ADJOINING LOT LINES, ANDBEING 10 FEET IN WIDTH, UNLESSOTHERWISE INDICATED, ADJOINING RIGHTOF WAY LINES, AS SHOWN ON THE PLAT.DRAINAGE AND UTILITY EASEMENTSARE SHOWN THUS:DRAWN BYDATEREVISIONSPL011CAD FILE1SS.GZJPROJECT NO.1SHEET 1 OF 1ESTORIA LAKEVILLE LAKEVILLE 0INNESOTA PRELIMINARY PLAT FOR EBENEZER SENIOR LIVING  WEST C.R.  S8ITE 1 B8RNSVILLE 0N  PHONE .. PKDPSWRQ#MUKLQF.FRP PLANNERS  ENGINEERS  S8RVEYORS ZZZ.MUKLQF.FRP James R. Hill, Inc.The south 472.85 feet of Outlot A, CRYSTAL PARK, according to the recorded plat thereof, Dakota County,MinnesotaAndThat part of the south 504.20 feet of Lot 1, Block 1, HOSANNA 4TH ADDITION, according to the recordedplat thereof, Dakota County, Minnesota, which lies westerly of the following described line:Commencing at the southwest corner of said Lot 1; thence on an assumed bearing of South 89degrees 54 minutes 51 seconds East, along the south line of said Lot 1, a distance of 177.73 feet tothe point of beginning of the line to be described; thence North 00 degrees 00 minutes 00 secondsEast a distance of 293.06 feet; thence North 90 degrees 00 minutes 00 seconds East a distance of19.84 feet; thence thence North 00 degrees 00 minutes 00 seconds East a distance of 211.11 feetto the north line of said South 504.20 feet and said line there terminating.LEGAL DESCRIPTIONA. 1 BRXQGDU\EXHIBIT C CATCH BASIN RIM=995.29 E-INV=989.77 CATCH BASIN RIM=999.65 N-INV=995.63 E-INV=995.68 CATCH BASIN RIM=1011.33 24" H D P 12" HDP12" HDP24" HDPBENCHMARK 5" LOCUST41231 4" LOCUST41232 5" LOCUST41254 4" MAPLE41265 4" MAPLE41274 7" SPRUCE41706 6" SPRUCE41707 12" OAK41708 5" SPRUCE41709 6" SPRUCE417106" SPRUCE41711 6" SPRUCE41712 7" SPRUCE41713 8" SPRUCE417144" MAPLE41715 8" SPRUCE41716 11" OAK41717 10" OAK41718 13" OAK4171914" OAK41720 7" SPRUCE41721 7" SPRUCE41722 7" SPRUCE417237" SPRUCE41724 7" SPRUCE41725 8" SPRUCE41726CONDTION: GOOD 9" SPRUCE41727CONDTION: GOOD 7" SPRUCE41728CONDTION: GOOD 5" SPRUCE41729 5" SPRUCE41730CONDTION: GOOD 5" MAPLE41731 6" MAPLE41732 6" MAPLE41733CONDTION: GOOD 7" SPRUCE41734CONDTION: GOOD 6" SPRUCE41735CONDTION: GOOD 5" SPRUCE417364" SPRUCE41737 6" SPRUCE41738CONDTION: GOOD 5" SPRUCE41739 ST-21 ST-9 ST-10 ST-12 ST-14 ST-7 ST-8 ST-11 ST-13 ST-15 ST-5 ST-6 ST-20 ST-16 ST-17 ST-18 ST-19ST-4ST-3 ST-1 ST-2 995 100010051010 993 994996 997998 99910011002 1003100410061007 1008 1009 1011 1012995 1000 1005 996 997 998 999 1001100210031004 1006 100710081010100910111012 1013 10146.40%2.61% 2. 8 2 %4.05% 1.4 6 % 2. 5 4 % 2. 2 8 % 2. 7 7 % 2 . 7 7% 2 . 7 7% 3 . 3 4%2.95%2.61%2.51%3.11%2.43% 3 .02%2.46% 3. 2 2 % 2. 6 9 %This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\RSP Architects\Ebenezer Lakeville Senior Co-op\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg November 16, 2022 - 5:21pmBYREVISIONSNo.DATE1CITY COMMENTS 11/07/2022 ZTRPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORDEMO PLANC200EBENEZER LAKEVILLESENIOR CO-OPLEAPDEVELOPMENTLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DANIEL L. ELENBAASXX/XX/XXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16069303805/04/2022AS SHOWNDLEZTRDLE1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. 6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK. 7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH LAKEVILLE, DAKOTA COUNTY COUNTY AND MN/DOT. 9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11. CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF LAKEVILLE DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13. REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14. ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15. IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MN REQUIREMENTS. 16. IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTES NORTH LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL EXISTING SANITARY SEWEREXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVEEXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT REMOVE STORM SEWER PIPE REMOVE LIGHT POLE EXHIBIT D CATCH BASIN RIM=995.29 E-INV=989.77 CATCH BASIN RIM=999.65 N-INV=995.63 E-INV=995.68 CATCH BASIN RIM=1011.33JAFFNA PLACE24" H D P 12" HDP12" HDP24" HDPBENCHMARK 7" SPRUCE41706 6" SPRUCE41707 12" OAK41708 5" SPRUCE41709 6" SPRUCE417106" SPRUCE41711 6" SPRUCE41712 7" SPRUCE41713 8" SPRUCE417144" MAPLE41715 8" SPRUCE41716 11" OAK41717 10" OAK41718 13" OAK4171914" OAK41720 7" SPRUCE41721 7" SPRUCE41722 7" SPRUCE417237" SPRUCE41724 7" SPRUCE41725 5" MAPLE41731 6" MAPLE41732 ST-21 ST-9 ST-10 ST-12 ST-14 ST-7 ST-8 ST-11 ST-13 ST-15 ST-5 ST-6 ST-20 ST-16 ST-17 ST-18 ST-19ST-4ST-3 ST-1 ST-2 CATCH BASIN RIM=995.29 E-INV=989.77 CATCH BASIN RIM=999.65 N-INV=995.63 E-INV=995.68 CATCH BASIN RIM=1011.33JAFFNA PLACE24" H D P 12" HDP12" HDP24" HDPBENCHMARK 7" SPRUCE41706 6" SPRUCE41707 12" OAK41708 5" SPRUCE41709 6" SPRUCE417106" SPRUCE41711 6" SPRUCE41712 7" SPRUCE41713 8" SPRUCE417144" MAPLE41715 8" SPRUCE41716 11" OAK41717 10" OAK41718 13" OAK4171914" OAK41720 7" SPRUCE41721 7" SPRUCE41722 7" SPRUCE417237" SPRUCE41724 7" SPRUCE41725 5" MAPLE41731 6" MAPLE41732 ST-21 ST-9 ST-10 ST-12 ST-14 ST-7 ST-8 ST-11 ST-13 ST-15 ST-5 ST-6 ST-20 ST-16 ST-17 ST-18 ST-19ST-4ST-3 ST-1 ST-2 10001005 996 997 9989991001 1002 1003 1004 100610071008 10099951000100599499699799899910011002100310041006 1007 1000 1005 1010996 997 998 999 1001 1002 1003 1004 1006 1007 1008 10091011 1012 1013101430.0'2.61%3.61% 3. 1 1 % 3 .02%2.43% 2. 7 1% 2. 7 7 % 3 . 0 5%2.8 2%2.80%2.67%2 . 7 7% A B B B C C D D D PROTECT IN PLACE EXISTING TREES WITH TREE PROTECTION FENCE 75.0'This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\RSP Architects\Ebenezer Lakeville Senior Co-op\3 Design\CAD\PlanSheets\C3-EROS PH1 PLAN.dwg November 16, 2022 - 5:22pmBYREVISIONSNo.DATE1CITY COMMENTS 11/07/2022 ZTRPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOREROSIONCONTROL & TREEPRESERVATIONPLAN - PHASE 1C300EBENEZER LAKEVILLESENIOR CO-OPLEAPDEVELOPMENTLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DANIEL L. ELENBAASXX/XX/XXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16069303805/04/2022AS SHOWNDLEZTRDLENORTH EROSION CONTROL PLAN NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4. WITHIN ONE WEEK (7 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS. 2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT PIT (1) AND INSTALL SILT FENCE. 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS. 5. PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 7. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF LAKEVILLE GRADING PERMIT. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE, OFFSET FOR CLARITY SAFETY FENCE LEGEND KEYNOTE LEGEND ROCK CONSTRUCTION ENTRANCE SILT FENCE BIOROLL INLET PROTECTION A B C D EROSION CONTROL BLANKET BIOROLL TREE PROTECTION (SEE LANDSCAPE DETAILS) EXHIBIT E 7" SPRUCE41706 6" SPRUCE41707 12" OAK41708 5" SPRUCE41709 6" SPRUCE417106" SPRUCE41711 6" SPRUCE41712 7" SPRUCE41713 8" SPRUCE417144" MAPLE41715 8" SPRUCE41716 11" OAK41717 10" OAK41718 13" OAK4171914" OAK41720 7" SPRUCE41721 7" SPRUCE41722 7" SPRUCE417237" SPRUCE41724 7" SPRUCE41725 5" MAPLE41731 6" MAPLE41732 ST-21 ST-9 ST-10 ST-12 ST-14 ST-7 ST-8 ST-11 ST-13 ST-15 ST-5 ST-6 ST-20 ST-16 ST-17 ST-18 ST-19ST-4ST-3 ST-1 ST-2 NO PARKING1.48%1.19%1.41%0.81% 1 . 3 5% 0.81% 1.56% 1.85%2.43%2.31%3.21% 5.42%12.72% 22. 4 5 %12.94% 20.75% 1. 5 4 % 23.44%25.27%27.09%26.63%21.76%10.13%3.01%5.65%1.66%1.62%1.00%1.00%0.99%2.15%1010100610071008100810081009 1 0 0 5 100610071 0 0 8 1009100510061007100010009969979989991001100110021002 10001005996 997 998 999100110021003100410061007100099910011002100310041000 1005 996 997 998 999 10011002 10031004 10061007 1006100730.0'75.0'A B B B C C D D D D D D D D PROTECT INFILTRATION AREAS FROM HEAVY EQUIPMENT WITH SILT FENCE DURING CONSTRUCTION This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\RSP Architects\Ebenezer Lakeville Senior Co-op\3 Design\CAD\PlanSheets\C3-EROS PH2 PLAN.dwg November 16, 2022 - 5:23pmBYREVISIONSNo.DATE1CITY COMMENTS 11/07/2022 ZTRPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 2C301EBENEZER LAKEVILLESENIOR CO-OPLEAPDEVELOPMENTLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DANIEL L. ELENBAASXX/XX/XXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16069303805/04/2022AS SHOWNDLEZTRDLENORTH EROSION CONTROL PLAN NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4. WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3. INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE AND INSTALL STRIPING. 7. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 9. OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN: 1. REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES 2. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE, OFFSET FOR CLARITY SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET KEYNOTE LEGEND ROCK CONSTRUCTION ENTRANCE SILT FENCE BIOROLL INLET PROTECTION A B C D 7" SPRUCE41706 6" SPRUCE41707 12" OAK41708 5" SPRUCE41709 6" SPRUCE417106" SPRUCE41711 6" SPRUCE41712 7" SPRUCE41713 8" SPRUCE417144" MAPLE41715 8" SPRUCE41716 11" OAK41717 10" OAK41718 13" OAK4171914" OAK41720 7" SPRUCE41721 7" SPRUCE41722 7" SPRUCE417237" SPRUCE41724 7" SPRUCE41725 5" MAPLE41731 6" MAPLE41732 ST-21 ST-9 ST-10 ST-12 ST-14 ST-7 ST-8 ST-11 ST-13 ST-15 ST-5 ST-6 ST-20 ST-16 ST-17 ST-18 ST-19ST-4ST-3 ST-1 ST-2 NO PARKING7" SPRUCE41706 6" SPRUCE41707 12" OAK41708 5" SPRUCE41709 6" SPRUCE417106" SPRUCE41711 6" SPRUCE41712 7" SPRUCE41713 8" SPRUCE417144" MAPLE41715 8" SPRUCE41716 11" OAK41717 10" OAK41718 13" OAK4171914" OAK41720 7" SPRUCE41721 7" SPRUCE41722 7" SPRUCE417237" SPRUCE41724 7" SPRUCE41725 5" MAPLE41731 6" MAPLE41732 ST-21 ST-9 ST-10 ST-12 ST-14 ST-7 ST-8 ST-11 ST-13 ST-15 ST-5 ST-6 ST-20 ST-16 ST-17 ST-18 ST-19ST-4ST-3 ST-1 ST-2 5' PARKING SETBACK 5' PARKING SETBACK 5' PARKING SETBACK 30' REAR BUILDING SETBACK REQUIRED R8.0'R8.0' R8.0' R8.0'23.0'10.0' 26.0'26.0'26.0'26.0'6.0'7.0'4.0'18.0'9.0'24.0' 26.0'17.0'12.0'17.0'10.5'12.0'17.0'7.0' 24.0'10.0'5.0' 5.0'7.0'30.0'60.0' 70.0' 12.0'60.0'R10.0' R30.0' R25.0' R25.0' R25.0' R25.0' R10.0' R26.0' 15' PARKING SETBACK311.7'69.8' 275.8'80.9'40' SIDE BUILDING SETBACK PROVIDED PROPOSED STORMWATER BASIN 10.0' EXISTING DRAINAGE AND UTILITY EASEMENT 38.0'15.0'PROPOSED STAIRS 40' SIDE BUILDING SETBACK (CUP) 40' REAR BUILDING SETBACK (CUP) 40' SIDE BUILDING SETBACK (CUP) 30' SIDE BUILDING SETBACK REQUIRED 40' FRONT BUILDING SETBACK (CUP) 30' FRONT BUILDING SETBACK REQUIRED 30' SIDE BUILDING SETBACK REQUIRED 115' FRONT BUILDING SETBACK PROVIDED 40' SIDE BUILDING SETBACK PROVIDED 40' REAR BUILDING SETBACK PROVIDED COMMERCIAL DRIVEWAY ENTRANCE B B B B B B B B B B B B C C C C C C C A A A A A A A A PREPARED FORSITE PLANC400EBENEZER LAKEVILLESENIOR CO-OPLEAPDEVELOPMENTLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DANIEL L. ELENBAASXX/XX/XXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16069303805/04/2022AS SHOWNDLEZTRDLEBUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 4.01 AC BUILDING AREA 0.88 AC (22% OF TOTAL PROPERTY AREA) PARKING REQUIRED PARKING 89 SPACES @ 1 STALL PER DWELLING UNIT PROPOSED OFF STREET PARKING PARKING LOT / GARAGE PARKING 23 SPACES / 102 SPACES ADA STALLS REQ'D / PROVIDED 6 STALLS / 6 STALLS PROPERTY SUMMARY EBENEZER LAKEVILLE SENIOR CO-OP TOTAL PROPERTY AREA 4.01 AC PROPOSED IMPERVIOUS AREA 2.31 AC PROPOSED PERVIOUS AREA 2.18 AC TOTAL DISTURBED AREA 5.19 AC ZONING SUMMARY EXISTING ZONING RM2/PUD PROPOSED ZONING PUD PARKING SETBACKS SIDE/REAR = 5' ROAD = 15' BUILDING SETBACKS FRONT = 50' SIDE = 30' REAR = 30' PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\RSP Architects\Ebenezer Lakeville Senior Co-op\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg November 16, 2022 - 5:25pm©BYREVISIONSNo.DATE1CITY COMMENTS 11/07/2022 ZTRPRELIMINARY - NOT FOR CONSTRUCTIONSITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL INNER CURBED RADII ARE TO BE <3'> AND OUTER CURBED RADII ARE TO BE <10'> UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY JAMES R. HILL, DATED 10/21/2021. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 4.00 ACRES. 9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16. ALL PARKING STALLS TO BE <9'> IN WIDTH AND <18'> IN LENGTH UNLESS OTHERWISE INDICATED. 17. THERE ARE 0.00 ACRES OF WETLAND IMPACTS. NORTH Lock to Lock TimeTrackWidth :: : feet Tower11 6.010.0010.00 21.677.50 47.00 Steering Angle 45.0: 1 KEYNOTE LEGEND B612 CURB & GUTTER (TYP.) TRANSITION CURB FLAT CURB A B C EXHIBIT F 7" SPRUCE41706 6" SPRUCE41707 12" OAK41708 5" SPRUCE41709 6" SPRUCE417106" SPRUCE41711 6" SPRUCE41712 7" SPRUCE41713 8" SPRUCE417144" MAPLE41715 8" SPRUCE41716 11" OAK41717 10" OAK41718 13" OAK4171914" OAK41720 7" SPRUCE41721 7" SPRUCE41722 7" SPRUCE417237" SPRUCE41724 7" SPRUCE41725 5" MAPLE41731 6" MAPLE41732 ST-21 ST-9 ST-10 ST-12 ST-14 ST-7 ST-8 ST-11 ST-13 ST-15 ST-5 ST-6 ST-20 ST-16 ST-17 ST-18 ST-19ST-4ST-3 ST-1 ST-2 NO PARKING100010051005100510 0 5 1005 1005100 5 1010 10109999999991001100210031004100410041004100 410061 0 0 6 100610061006100710071007100710071008 100810 0 9 1009101110111000100099699699799799899899999910011001100210021003 100410041000 1005 997 998 999 1001 100210031004 1006 1007 100010059991001100210031004 995 1000100010009949969979989991001 995 1000 10051010 996 997 998 999 1001 1002 1003 10041006100710081009 10111012 1013232 LF - 24" HDPE @ 0.29% 132 LF - 24" HDPE @ 0.30%9.05%8. 9 9 % 9.26 %4.60%1.85% 1.65% 1 . 7 6% 1 . 3 5%0.82%1.61% 2.03% 1.63% 3.21%2.31%1.60%1.62%1.00%1.00%4:112:112:14:1 3:1 1.69%1.05%1.78%1.82% 0.94% 1.82% 1.46% 1.80 %4:14:10.69%0 . 9 7% 1.53% 2 . 5 0%1.02%0.58% 4.99%10.92%3. 5 9% 4. 6 5%1.01%8.69%3:11000 1000996997998999995 991992993994 996 996996185 LF - 12" HDPE @ 1.94% G:1007.31 G:1007.33 G:1007.40 G:1007.22 G:1007.15 G:1007.13 G:1007.05 G:1007.23 G:1007.34 G:1007.31 G:1007.02 G:1007.23 G:1007.38 G:1007.42 G:1007.51 G:1007.76 G:1007.83 G:1007.69 G:1007.23 G:1008.57 G:1006.50 G:1005.36 G:1000.39 1007.50 1008.00 G:1007.88 G:1007.88 1007.82 G:1007.70 G:1007.70 1007.82 1007.82 1006.63 1006.63 1007.82 G:1007.77 G:1007.771007.91 1007.91 1007.91 1006.62 G:1007.911007.96 1006.63 1007.82 G:1007.67 G:1007.64 1007.82 1007.82 1007.821006.63 1007.821008.00 G:1007.54 1007.82 1007.82 1007.851007.90 1007.81 1007.91 1007.63 1007.72 1007.60 1007.55 1007.92 1007.60 1007.92 G:1007.27 G:1007.39 1009.52 1009.62 1010.02 1010.09 1010.50 ME:1010.89ME:1010.79 1010.17 1010.15 1009.29 1009.56 1008.60 1008.55 1008.50 1008.61 1006.28 1005.76 1007.76 1007.69 1008.21 1008.21 1009.52 1008.55 1006.98 1007.64 1006.40 1005.88 1005.33 1004.89 1005.01 1005.45 1007.76 1007.69 1007.74 1007.79 1007.79 1007.76 1007.67 1007.61 1007.65 1007.63 1004.42 1003.981004.10 1004.54 1003.471003.59 1004.99 998.50 1007.50 1007.52 1007.52 1007.90 1007.50 1008.001005.49 1007.92 1007.91 1007.73 1007.83 1004.78 1004.64 1003.50 1003.48 1002.55 1002.60 ME:1007.28 ME:1007.36 G:999.24 LP:1006.80LP:1006.80 G:1007.32 G:1007.38 G:1007.41 G:1007.60 G:1007.78 1009.42 1009.52 1010.611010.51 1010.401001.12 1000.71 1007.91 1007.91 G:1007.81 G:1007.84 G:1008.22 1007.74 G:1007.64 G:1007.48 G:1006.29 G:1006.70 G:1008.20 G:1009.06 G:1009.16 ME:1008.04 ME:1008.91 ME:1002.44 ME:1002.28 ME:995.17 49 LF - 12" PVC @ 2.34% 15 LF - 12" PVC @ 2.00% CBMH #103 RE:1003.59 IE:986.34 E IE:986.44 W IE:986.24 N CBMH #102 RE:996.93 IE:985.57 S IE:985.47 W CBMH #101 RE:996.00 IE:985.08 E IE:985.18 S IE:985.08 N SKIMMER #104 RE:1006.00 IE:990.03 E RD#2 IE:994.30 N SKIMMER #105 RE:994.80 IE:991.04 E IE:986.33 N G:996.00 G:996.00 FFE = 1008.00' = ARCH 100' BFE = 996.00' = ARCH 88' 10.0' DRAINAGE AND UTILITY EASEMENT INFILTRATION POND BOTTOM: 990.8' 10-YR HWL: 994.0' 100-YR HWL: 994.9' PLACE RIP-RAP ALONG INFILTRATION POND SIDE SLOPES FROM 990.8' TO 994.0' BIO FILTRATION SYSTEM BOTTOM: 1002.4' 10-YR HWL: 1004.3' 100-YR HWL: 1004.5' 1007.53 1007.88 1006.63 1006.63 10.0' EXISTING DRAINAGE AND UTILITY EASEMENT 4.40%2.00%1006.25 1006.25 ST-19 IE:994.00 S ME:1005.82 ME:1006.11 ME:1006.14 ME:1006.31 ME:1006.23 ME:1006.00 ME:1005.84 ME:1002.74 ME:1002.76 ME:1002.89 ME:1002.85 ME:1002.62 ME:1002.49 ME:998.62 ME:998.87 ME:998.87 ME:998.96 ME:998.94 ME:998.70 ME:998.63 ME:996.95 ME:997.00 ME:996.93 ME:996.98 G:1008.10 ME:1007.52 ME:1006.55 ME:1005.47 ME:1004.69 ME:1003.66 ME:1002.70 ME:1001.66 ME:1000.83 ME:999.93 ME:999.02 ME:997.77 ME:996.87 ME:996.48 ME:996.53 ME:995.25 ME:995.42 ME:995.93 ME:996.58 ME:1008.15 ME:1008.10 ME:1007.84ME:1007.55 ME:1007.21 ME:1006.35 ME:1005.21 ME:1004.54 ME:1003.45 ME:1002.65 ME:1001.46 ME:1000.75 ME:999.71 ME:998.93 ME:997.63 ME:996.88 PROPOSED SWALE 2% MIN 1001.311001.64 998.76999.09 997.20997.53 994.90995.23 998.05998.38 997.35997.68 998.50 FES-16 IE:990.80 W EOF:1007.77 EOF:995.00 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\RSP Architects\Ebenezer Lakeville Senior Co-op\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg November 16, 2022 - 5:26pm©BYREVISIONSNo.DATE1CITY COMMENTS 11/07/2022 ZTRPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC500EBENEZER LAKEVILLESENIOR CO-OPLEAP DEVELOPMENTLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DANIEL L. ELENBAASXX/XX/XXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16069303805/04/2022AS SHOWNDLEZTRDLENORTH GRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF LAKEVILLE, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ 1-800-252-1166 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12. INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL. 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D 1 1 EXHIBIT G T 7" SPRUCE41706 6" SPRUCE41707 12" OAK41708 5" SPRUCE41709 6" SPRUCE417106" SPRUCE41711 6" SPRUCE41712 7" SPRUCE41713 8" SPRUCE417144" MAPLE41715 8" SPRUCE41716 11" OAK41717 10" OAK41718 13" OAK4171914" OAK41720 7" SPRUCE41721 7" SPRUCE41722 7" SPRUCE417237" SPRUCE41724 7" SPRUCE41725 5" MAPLE41731 6" MAPLE41732 ST-21 ST-9 ST-10 ST-12 ST-14 ST-7 ST-8 ST-11 ST-13 ST-15 ST-5 ST-6 ST-20 ST-16 ST-17 ST-18 ST-19ST-4ST-3 ST-1 ST-2 NO PARKING101 LF 8" DIP 4" DOMESTIC WATER SERVICE 15 LF W/ GATE VALVE 8" FIRE SERVICE 15 LF W/ GATE VALVE 177LF 6" DIP CONNECT TO EXISTING WATERMAIN STUB WITH GATE VALVE 10 LF 8" DIP 6" FIRE HYDRANT ASSEMBLY 8"X4"X8" TEE 8"X8"X6" TEE 6" 45° BEND UTILITY CONTINUATION #1 SS-1 SANITARY SERVICE CONNECTION IE:983.11 N 224 LF - 8" PVC @ 0.50% 224 LF - 8" PVC @ 0.50% 10.0' EXISTING DRAINAGE AND UTILITY EASEMENT 22 LF 8" DIP 230 LF 8" DIP 11 LF 8" DIP 8" 45° BEND 8" 45° BEND 8" 45° BEND 8" 45° BEND 224 LF - 8" PVC @ 0.50% ST-2 48" SSWR MH CONSTRUCT MANHOLE OVER EXISTING SANITARY SEWER RE: 986.00 (FIELD VERIFY) IE:980.86 S 10.0' EXISTING DRAINAGE AND UTILITY EASEMENT SS-5 SSWR MH RE:985.51 IE:981.98 S IE:981.98 N 225 LF - 8" PVC @ 0.50%This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2018 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\RSP Architects\Ebenezer Lakeville Senior Co-op\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg November 16, 2022 - 5:27pmBYREVISIONSNo.DATE1CITY COMMENTS 11/07/2022 ZTRPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLANC600EBENEZER LAKEVILLESENIOR CO-OPLEAPDEVELOPMENTLAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.DANIEL L. ELENBAASXX/XX/XXXX44614DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16069303805/04/2022AS SHOWNDLEZTRDLEUTILITY PLAN NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-1785 DUCTILE IRON PIPE PER AWWA C150 3. WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF LAKEVILLE AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED NORTH Scale: 1" = 30' UTILITY CONTINUATION #1 NORTH 1 1 1 1 EXHIBIT H NO PARKING2 - GD5 - TH-O21 - QM19 - TH-O24 - BV130 - HR24 - HR3 - BF20 - SP-N33 - AR-M1 - QM10 - PN-O22 - SP-B3 - BF3 - SP-B36 - PN-O46 - SP-N3 - GI-220,581 sf - SOD25 - BF3 - PR3 - JE21 - GD1 - GD1 - GD27 - BU-D3 - PC21 - PD9 - AR-M3 - PR3 - JE23 - PR3 - JE22 - AN8 - TA196 - CA-A44 - BU-D8 - CO-S8 - PH-U47 - RI-A48 - PN-O10,149 sf - SOD8,829 sf - SOD2,676 sf - PM4 - BN6 - BE-P21 - SP-B6 - TX-M11 - SP-B34 - SP-E1 - TH-O21 - TH-O220 - TX-M88 - PN-O16 - BF12 - TX-M9 - TX-M2 - TX-M2 - US1 - US3 - BV3 - GD3 - JE21 - PR3 - QM2 - QM2 - QM6 - BF95 - CA-A100 - RI-A109 - TH-O46 - CA-A48 - AT-S2 - IR-S5 - LI-K6 - PE-A32 - LI-K4 - PE-A15 - NE-F18 - EC-P2 - BA-A8 - PE-A15 - NE-F2 - BA-A18 - EC-P4 - PE-A12 - SP-N31 - EC-P30 - SC-M39 - SP-H1 - PT21 - PT24,225 sf - SOD3,283 sf - SOD7,053 sf - SOD8,594 sf - SOD22,584 sf - SODGARDEN AREA (739 sf)2 - PRGARDEN AREA (739 sf)5 - MA-H85 - AR-A14 - BA-A20,581 sf - SOD2DECIDUOUS TREESCODEBOTANICAL NAMEAN ACER X FREEMANII `SIENNA` TMBN BETULA NIGRA `CULLY` TMBV BETULA PAPYRIFERA `VAREN` TMBF BETULA PLATYPHYLLA 'FARGO' TMBE-P BETULA POPULIFOLIA `WHITESPIRE`GI-2 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` TMGD GYMNOCLADUS DIOICAPT2 POPULUS TREMULOIDES `NE ARB`QM QUERCUS MACROCARPATA TILIA AMERICANA `BOULEVARD`US ULMUS AMERICANA `ST. CROIX`EVERGREEN TREESCODEBOTANICAL NAMEJE2 JUNIPERUS VIRGINIANAPD PICEA GLAUCA `DENSATA`PC2 PINUS CEMBRAPR PINUS RESINOSATH-O2 THUJA OCCIDENTALIS 'TECHNY'FRUIT TREESCODEBOTANICAL NAMEMA-H MALUS X 'HONEYCRISP'SHRUBSCODEBOTANICAL NAMEAR-M ARONIA MELANOCARPA `UCONNAM165`BU-D BUDDLEIA DAVIDII `WINDY HILL`CO-S CORNUS SERICEAHR HYDRANGEA ASPERAPH-U PHYSOCARPUS OPULIFOLIUS `UMNHARPELL` TMRI-A RIBES ALPINUMSP-B SPIRAEA BETULIFOLIA 'TOR GOLD' TMSP-N SPIRAEA NIPPONICA `SNOWMOUND`TX-M TAXUS X MEDIA `EVERLOW`TH-O THUJA OCCIDENTALIS `BAILJOHN` TMGRASSESCODEBOTANICAL NAMECA-A CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`PN-O PENNISETUM ORIENTALE `TALL`SC-M SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA'SP-E SPOROBOLUS HETEROLEPISSP-H SPOROBOLUS HETEROLEPISPERENNIALSCODEBOTANICAL NAMEAT-S ALLIUM TANGUTICUM 'SUMMER BEAUTY'AR-A ARUNCUS AETHUSIFOLIUSBA-A BAPTISIA AUSTRALISEC-P ECHINACEA PURPUREA 'RUBINSTERN'IR-S IRIS SIBIRICA 'CAESAR'S BROTHER'LI-K LIATRIS SPICATA 'KOBOLD'NE-F NEPETA X FAASSENII 'WALKER'S LOW'PE-A PEROVSKIA ATRIPLICIFOLIA 'BLUE JEAN BABY'GROUND COVERSCODEBOTANICAL NAMESOD2 NO-MOW FESCUEPM PRARIE MOON SEED MIXSOD SODPLANT LEGEND© 310 South 4th Avenue, Suite 7050Minneapolis, MN 55415 p: 612.332.7522NORTH0SCALE:4832161/16" = 1'-0"EXHIBIT I DECIDUOUS TREESCODE QTY BOTANICAL / COMMON NAMESIZECONT. NOTESAN 2 ACER X FREEMANII `SIENNA` TM / SIENNA GLEN MAPLE2.5" CAL.B&BBN 4 BETULA NIGRA `CULLY` TM / HERITAGE RIVER BIRCH8` HT. MULTI-STEM B&BBV 7 BETULA PAPYRIFERA `VAREN` TM / PRAIRIE DREAM BIRCH2.5" CAL.B&BBF33BETULA PLATYPHYLLA 'FARGO' TM / DAKOTA PINNACLE WHITE BIRCH2.5" CAL.B&B SINGLE STEMBE-P 6 BETULA POPULIFOLIA `WHITESPIRE` / WHITESPIRE BIRCH10` HT. CLUMP B&BGI-2 3 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` TM / SKYLINE THORNLESS HONEY LOCUST 2.5" CAL.B&BGD 8 GYMNOCLADUS DIOICA / KENTUCKY COFFEETREE2.5" CAL.B&BPT2 2 POPULUS TREMULOIDES `NE ARB` / PRAIRIE GOLD ASPEN2.5" CAL.B&BQM9QUERCUS MACROCARPA / BUR OAK2.5" CAL.B&BTA 8 TILIA AMERICANA `BOULEVARD` / BOULEVARD LINDEN2.5" CAL.B&BUS 3 ULMUS AMERICANA `ST. CROIX` / ST. CROIX AMERICAN ELM2.5" CAL.B&BEVERGREEN TREES CODEQTYBOTANICAL / COMMON NAMESIZECONT. NOTESJE212JUNIPERUS VIRGINIANA / EASTERN RED CEDAR8` HT.B&BPD 1 PICEA GLAUCA `DENSATA` / BLACK HILLS SPRUCE8` HT.B&BPC23PINUS CEMBRA / SWISS STONE PINE8` HT.B&BNATURAL FORM, SINGLE LEADERPR 12 PINUS RESINOSA / RED PINE8` HT.B&BTH-O226THUJA OCCIDENTALIS 'TECHNY' / TECHNY ARBORVITAE8` HT.B&B3" CALFRUIT TREESCODEQTYBOTANICAL / COMMON NAMESIZECONT. NOTESMA-H5MALUS X 'HONEYCRISP' / HONEYCRISP APPLE2" CAL.CONT.TREE SCHEDULESHRUBSCODE QTY BOTANICAL / COMMON NAMESIZE CONT. NOTESSPACINGAR-M 43ARONIA MELANOCARPA `UCONNAM165` / LOW SCAPE MOUND CHOKEBERRY #2POT SPACE 3`-0" O.C.36" o.c.BU-D71BUDDLEIA DAVIDII `WINDY HILL` / WINDY HILL BUDDLEIA5 GAL48" o.c.CO-S8CORNUS SERICEA / RED TWIG DOGWOOD#5CONT. SPACE 4`-0" O.C.54" o.c.HR154HYDRANGEA ASPERA / HYDRANGEA#548" o.c.PH-U 8PHYSOCARPUS OPULIFOLIUS `UMNHARPELL` TM / FIRESIDE NINEBARK#548" o.c.RI-A 147 RIBES ALPINUM / ALPINE CURRANT#5POT SPACE 4`-0" O.C.48" o.c.SP-B57SPIRAEA BETULIFOLIA 'TOR GOLD' TM / GLOW GIRL BIRCHLEAF SPIREA#2POT SPACE 3`-6" O.C.42" o.c.SP-N81SPIRAEA NIPPONICA `SNOWMOUND` / SNOWMOUND SPIREA#536" o.c.TX-M49TAXUS X MEDIA `EVERLOW` / EVERLOW YEW#548" o.c.TH-O109THUJA OCCIDENTALIS `BAILJOHN` TM / TECHNITO ARBORVITAE5` HEIGHT48" o.c.GRASSESCODEQTYBOTANICAL / COMMON NAMESIZE CONT. NOTESSPACINGCA-A337CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS #1CONT. PLANT AS SHOWN ON PLAN24" o.c.PN-O 182 PENNISETUM ORIENTALE `TALL` / FOUNTAIN GRASS#548" o.c.SC-M 30SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA' / BLUE HEAVEN LITTLE BLUESTEM#1POT SPACE 2`-0" O.C.24" o.c.SP-E 34SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED#1CONT.24" o.c.SP-H 39SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED#1POT SPACE 1`-6" O.C.18" o.c.PERENNIALS CODEQTYBOTANICAL / COMMON NAMESIZE CONT. NOTESSPACINGAT-S 48ALLIUM TANGUTICUM 'SUMMER BEAUTY' / SUMMER BEAUTY GLOBE LILY#1POT SPACE 1`-6" O.C.18" o.c.AR-A 85ARUNCUS AETHUSIFOLIUS / DWARF GOATSBEARD#1POT SPACE 1`-0" O.C.12" o.c.BA-A 18BAPTISIA AUSTRALIS / BLUE WILD INDIGO#1POT SPACE 3`-0" O.C.36" o.c.EC-P 67ECHINACEA PURPUREA 'RUBINSTERN' / RUBY STAR CONEFLOWER#1POT SPACE 2`-0" O.C.24" o.c.IR-S 2IRIS SIBIRICA 'CAESAR'S BROTHER' / CAESAR'S BROTHER SIBERIAN IRIS#1POT SPACE 2`-0" O.C.24" o.c.LI-K 37LIATRIS SPICATA 'KOBOLD' / KOBOLD BLAZING STAR#1POT SPACE 2`-0" O.C.24" o.c.NE-F 30NEPETA X FAASSENII 'WALKER'S LOW' / WALKER'S LOW CATMINT#1POT SPACE 2`-0" O.C.24" o.c.PE-A22PEROVSKIA ATRIPLICIFOLIA 'BLUE JEAN BABY' / BLUE JEAN BABY RUSSIAN SAGE#1POTSPACE 3`-0" O.C.36" o.c.GROUND COVERS CODEQTYBOTANICAL / COMMON NAMESIZE CONT. NOTESSPACINGSOD229,175 SFNO-MOW FESCUESEEDPM2,676 SFPRARIE MOON SEED MIX / DETENTION BASIN MIXSEEDSOD36,123 SFSODSODPLANT SCHEDULE© 310 South 4th Avenue, Suite 7050Minneapolis, MN 55415 p: 612.332.7522 W1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 10 11 11 A A B B C D E E F F G G H H I I J J K K 9 12 12 13 13 A402 1 A4023 A4032 A401 2 A401 1 A403 1 ELEV A ELEV B 02 ELEV LOBBY 03 TRASH WASH BAY 11 BIKE STORAGE 90 STAIR A 91 STAIR B 04 RES STORAGE 05 MAINTENANCE/ BDLG STORAGE 10 ELECTRICAL 09 WATER L L B.9 B.9 D.1 D.5 3.3 01 PARKING 07 FIX IT SHOP 05 MECHANICAL AREA B AREA C AREA B AREA C 10.9 2 1 06 RES STORAGE ELEC CAR ELEC CAR ELEC CAR ELEC CAR ELEC CAR ELEC CAR TYP9' - 0"18' - 0"24' - 0"18' - 0"24' - 10" 18' - 0" 13' - 6"45.00°13' - 0"19' - 10"24' - 0" 7' - 9"1 23 4 56 78 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 7069686766656463626160595857565554828180797877767574737271 101 100 99 98 97 96 95 94 93 92 91 90 89 88 87 86 85 84 8310212' - 9" 18' - 0"TYP9' - 0"1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 10 11 11 A A B B C D E E F F G G H H I I J J K K 12 12 13 13 A402 1 A4023 A4032 A401 2 A401 1 A403 1 121 EPOCH V 123 EPOCH V 125 VENTURE VI 126 VENTURE IV 124 VENTURE II 193 STAIR B 160 CREATIVE STUDIO 161 BLDG STORAGE 164 MGMT OFFICE 163 TOILET 162 TOILET153 FITNESS 154 FITNESS CLASSROOM158 DOG SPA 157 SOUND ROOM 156 SOUND ROOM 155 TOILET113 VENTURE V 111 EPOCH VI 109 EPOCH IV 107 EPOCH VII 190 STAIR A 101 VENTURE VII 100 VENTURE IV 102 VENTURE I 106 EPOCH V 108 VENTURE III 110 EXPEDITION 191 CORRIDOR ELEV A 128 RESIDENT STORAGE 129 ELEC 130 TRASH 191A CORRIDOR 159 GARDEN ROOM 150 VESTIBULE 151 FOOD DELIVERY 192 CORRIDOR 165 GREAT ROOM 166 PUB ROOM 104 VENTURE III 103 ODYSSEY I 105 EPOCH IV L L B.9 B.9 D.1 D.5 3.3 152 GRAND LOBBY 152A FIRESIDE LOUNGE 127 ELEV LOBBY ELEV B 131 PACKAGE ROOMAREA A AREA B AREA AAREA BAREA B AREA C AREA B AREA C 10.9 A402-P2 1 2 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 10 11 11 A A B B C D E E F F G G H H I I J J K K 12 12 13 13 A402 1 A4023 A4032 A401 2 A401 1 A403 1 OPEN TO BELOW 220 EPOCH VI 222 EPOCH VII 224 VENTURE II 226 VENTURE IV 225 VENTURE VI 223 EPOCH V 221 EPOCH V 219 EPOCH III 217 EPOCH II 215 EPOCH I 213 VENTURE V 211 EPOCH VI 207 EPOCH VII 205 EPOCH IV 201 JOURNEY 200 VENTURE IV 202 VENTURE I 204 VENTURE III 206 EPOCH V 208 VENTURE III 210 ODYSSEY II 293 STAIR 292 CORRIDOR 228 RESIDENT STORAGE 227 ELEV LOBBYELEV A ELEV B 229 ELEC 230 TRASH 290 STAIR A 291 CORRIDOR 216 GUEST 209 EPOCH IV 203 ODYSSEY I L L B.9 B.9 D.1 D.5 3.3 AREA A AREA B AREA AAREA BAREA B AREA C AREA B AREA C 10.9 2 1 2 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 10 11 11 A A B B C D E E F F G G H H I I J J K K 12 12 13 13 A402 1 A4023 A4032 A401 2 A401 1 A403 1 318 ESSENCE 320 EPOCH VI 322 EPOCH VII 324 VENTURE II 326 VENTURE IV 325 VENTURE VI 323 EPOCH V 321 EPOCH V 319 EPOCH III 317 EPOCH II 315 EPOCH I 313 VENTURE V 311 EPOCH VI 309 EPOCH IV 307 EPOCH VII 305 EPOCH IV 390 STAIR A 301 JOURNEY 302 VENTURE I 304 VENTURE III 306 EPOCH V 308 VENTURE III 310 ODYSSEY II 316 GUEST 392 CORRIDOR 327 ELEV LOBBYELEV A ELEV B 329 ELEC 330 TRASH 328 RESIDENT STORAGE 393 STAIR B 391 CORRIDOR 303 ODYSSEY I 300 VENTURE IV L L B.9 B.9 D.1 D.5 3.3 3.3 AREA A AREA B AREA AAREA BAREA B AREA C AREA B AREA C 10.9 2 1 2 331 RESIDENT STORAGE 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 10 11 11 A A B B C D E E F F G G H H I I J J K K 12 12 13 13 A402 1 A4023 A4032 A401 2 A401 1 A403 1 428 LIBRARY ELEV A ELEV B 427 ELEV LOBBY 418 ESSENCE 420 EPOCH VI 422 EPOCH VII 424 VENTURE II 426 VENTURE IV 425 VENTURE VI 423 EPOCH V 421 EPOCH V 419 EPOCH III 417 EPOCH II 415 EPOCH I 413 VENTURE V 411 EPOCH VI 409 EPOCH IV 407 EPOCH VII 405 EPOCH IV 401 JOURNEY 400 VENTURE IV 402 VENTURE I 404 VENTURE III 406 EPOCH V 408 VENTURE III 410 EXPEDITION 429 ELEC 430 TRASH 492 CORRIDOR 491 CORRIDOR 490 STAIR A 493 STAIR B 403 ODYSSEY I L L B.9 B.9 D.1 D.5 3.3 3.3 AREA A AREA B AREA AAREA BAREA B AREA C AREA B AREA C 10.9 2 1 431 RESIDENT STORAGE 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 10 11 11 A A B B C D E E F F G G H H I I J J K K 12 12 13 13 L L B.9 B.9 D.1 D.5 3.3 3.3 AREA A AREA B AREA AAREA BAREA B AREA C AREA B AREA C 10.9 EXTERIOR ELEVATION GENERAL NOTES: 1. SEE FLOOR PLANS FOR CURTAIN WALL TYPES 2.SEE SHEET A301 FOR DOOR SCHEDULE 3.SEE SHEET A310 FOR DOOR TYPES AND FRAME TYPES 4.SEE SHEET A620 AND A621 FOR DESCRIPTION OF EXTERIOR ALUMINUM FRAME TYPES 5.SEE WALL SECTION SHEETS (A510 THRU A512) FOR LOCATION OF HORIZONTAL JOINTS AND REVEALS 6.ALIGN ALL JOINTS IN CAP FLASHING WITH JOINTS IN PRECAST PANEL OR METAL PANEL SYSTEM FCP-1A FIBER-CEMENT SIDING PANELS; COLOR: GRAY BBS-1 FIBER-CEMENT BOARD AND BATTEN SIDING; COLOR: CHARCOAL FCS-1 HORIZONTAL FIBER-CEMENT SIDING; COLOR WOOD LOOK FB-1 FACE BRICK VENEER; COLOR: BUFF CMU-1 CMU VENEER; COLOR: BUFF MCF-1 PREFINISHED METAL FLASHING - COLOR TO MATCH FCP-1A MCF-2 PREFINISHED METAL FLASHING - COLOR TO MATCH BBS-1 MATERIAL KEY CST-1 CAST STONE VENEER; COLOR: BUFF CSS-1 CAST STONE SILL; COLOR: BUFF FCP-1B FIBER-CEMENT SIDING PANELS; COLOR: CHARCOAL SSM-1 STANDING SEAM METAL ROOF CST-6 FIBER-CEMENT BOARD TRIM 6" CST-8 FIBER-CEMENT BOARD TRIM 8" CST-12 FIBER-CEMENT BOARD TRIM 12" MF-1 PREFINISHED METAL FASCIA - COLOR TO MATCH SSM-1 GUTTER PREFINISHED GUTTER - COLOR TO MATCH SSM-1 DS-1 PREFINISHED DOWNSPOUT - COLOR TO MATCH SSM-1 FB-2 FACE BRICK VENEER; COLOR: CHARCOAL 01 -FIRST LEVEL 100' -0" 04 -FOURTH LEVEL 134' -9" 00 -GARAGE LEVEL 88' -0" 02 -SECOND LEVEL 112' -3" 03 -THIRD LEVEL 123' -6" 05 -ROOF LEVEL 146' -0" ABCDEFGHIJKLB.9 BBS-1 BBS-1FCP-1A FCS-1FCS-1 ALL SIDES OF RECESSED BALCONY ALL SIDES OF RECESSED BALCONY FCP-1A FCP-1A FCP-1AMCF-2 MCF-1 MCF-1MCF-2 BBS-1 CSS-1 CMU-1 CSS-1CMU-1 CSS-1CMU-1 CSS-1CMU-1 MCF-1 CMU-1 FB-1 CMU-1 BBS-1 BBS-1 CSS-1 FB-1 CMU-1 SSM-1 CST-8 CST-8 CST-8 CST-6 1 22 3 2222 CST-6 CST-8 CST-8 CST-8 CST-8 CST-8 44 GUTTER MF-1 DS-1 MF-1 DS-1 GUTTER MF-1 DS-1 GUTTER CST-6 CST-6 MCF-1 CSS-1 FB-1FB-1FB-1FB-1 FB-2 FB-2 FB-1 AVERAGE GRADE 98' -2"BUILDING HEIGHT61' - 0"01 -FIRST LEVEL 100' -0" 04 -FOURTH LEVEL 134' -9" 00 -GARAGE LEVEL 88' -0" 02 -SECOND LEVEL 112' -3" 03 -THIRD LEVEL 123' -6" 05 -ROOF LEVEL 146' -0" 123456781011912133.3 SSM-1 BBS-1 CST-8 CST-8 CST-8 CSS-1 FB-1 CMU-1 1 BBS-1 MCF-2FCS-1 ALL SIDES OF RECESSED BALCONY FCP-1A BBS-1 MCF-2FCS-1 ALL SIDES OF RECESSED BALCONY FCP-1A BBS-1 MCF-2FCS-1 ALL SIDES OF RECESSED BALCONY CSS-1 GUTTER MF-1 DS-1 DS-1 GUTTER MF-1 5 5 6 7 10.9 CMU-1 FB-1 MCF-1 BBS-1 CST-8 CST-8 FCP-1A CST-8 FB-1 CMU-1 CSS-1 CSS-1 SSM-1 MCF-1 MCF-1 CSS-1 CMU-1 FB-1 FCP-1A MCF-1 CSS-1 CMU-1CSS-1 FB-1 CSS-1 CMU-1 CMU-1FB-1 CSS-1 FCP-1A FB-2 FB-2 FB-2 AVERAGE GRADE 98' -2"BUILDING HEGHT61' - 0"EXTERIOR MATERIAL AREAS: MATERIAL TYPE TOTAL SF % OF NON-GLAZING TOTAL 61,890 SF GLAZING / DOORS 20,190 SF SUBTOTAL 41,700 SF FIBER-CEMENT SIDING GRAY 11,830 SF (58% OF TOTAL FIBER-CEMENT) CHARCOAL 4,380 SF (21% OF TOTAL FIBER-CEMENT) WOOD LOOK 4,320 SF (21% OF TOTAL FIBER-CEMENT) TOTAL 20,530 SF 49% MASONRY BUFF 15,555 SF (73% OF TOTAL BRICK) CHARCOAL 5,615 SF (27% OF TOTAL BRICK) TOTAL 21,170 SF 51% 01 -FIRST LEVEL 100' -0" 04 -FOURTH LEVEL 134' -9" 00 -GARAGE LEVEL 88' -0" 02 -SECOND LEVEL 112' -3" 03 -THIRD LEVEL 123' -6" 05 -ROOF LEVEL 146' -0" A B B.9 D.1 D.5 6 7 5 4 CST-6 BBS-1 MF-1 CST-8 CST-8 CST-8 FB-1 CMU-1 CMU-1 CSS-1 4 CSS-1 CSS-1 MCF-1FCP-1A DS-1 GUTTER ALL SIDES OF RECESSED BALCONY, UNLESS NOTED OTHERWISE FCS-1 8 8 SSM-1 MF-1 CMU-1CSS-1 CST-6 CST-6 CST-12 CST-6 CST-12 CST-6 CST-6 CST-10 CST-6CST-6 CST-6 3 1 9 CST-12 CSS-1 FB-1 CMU-1 1 AVERAGE GRADE 98' -2"BUILDING HEIGHT61' - 0"01 -FIRST LEVEL 100' -0" 04 -FOURTH LEVEL 134' -9" 00 -GARAGE LEVEL 88' -0" 02 -SECOND LEVEL 112' -3" 03 -THIRD LEVEL 123' -6" 05 -ROOF LEVEL 146' -0" 1 2 3 4 5 6 7 8 93.3 6 5MCF-1FCP-1AMCF-2BBS-1MCF-1FCP-1A MF-1 FCP-1B 5 5A 5A 5A ALL SIDES OF RECESSED BALCONY FCS-1MCF-1FCP-1AMCF-2 BBS-1FCS-1 ALL SIDES OF RECESSED BALCONY GUTTER DS-1 CST-6 CST-12 CST-6CST-6CST-6 CST-10 CST-12 CST-6 CST-12 CST-6 CST-12 CST-6 CSS-1 CMU-1 FCS-1 ALL SIDES OF RECESSED BALCONY CMU-1 CSS-1 CMU-1 CSS-1 CMU-1 1 3 CSS-1FB-2 FB-1FB-1FB-1AVERAGE GRADE 98' -2"BUILDING HEIGHT61' - 0"EXTERIOR ELEVATION GENERAL NOTES: 1. SEE FLOOR PLANS FOR CURTAIN WALL TYPES 2.SEE SHEET A301 FOR DOOR SCHEDULE 3.SEE SHEET A310 FOR DOOR TYPES AND FRAME TYPES 4.SEE SHEET A620 AND A621 FOR DESCRIPTION OF EXTERIOR ALUMINUM FRAME TYPES 5.SEE WALL SECTION SHEETS (A510 THRU A512) FOR LOCATION OF HORIZONTAL JOINTS AND REVEALS 6.ALIGN ALL JOINTS IN CAP FLASHING WITH JOINTS IN PRECAST PANEL OR METAL PANEL SYSTEM FCP-1A FIBER-CEMENT SIDING PANELS; COLOR: GRAY BBS-1 FIBER-CEMENT BOARD AND BATTEN SIDING; COLOR: CHARCOAL FCS-1 HORIZONTAL FIBER-CEMENT SIDING; COLOR WOOD LOOK FB-1 FACE BRICK VENEER; COLOR: BUFF CMU-1 CMU VENEER; COLOR: BUFF MCF-1 PREFINISHED METAL FLASHING - COLOR TO MATCH FCP-1A MCF-2 PREFINISHED METAL FLASHING - COLOR TO MATCH BBS-1 MATERIAL KEY CST-1 CAST STONE VENEER; COLOR: BUFF CSS-1 CAST STONE SILL; COLOR: BUFF FCP-1B FIBER-CEMENT SIDING PANELS; COLOR: CHARCOAL SSM-1 STANDING SEAM METAL ROOF CST-6 FIBER-CEMENT BOARD TRIM 6" CST-8 FIBER-CEMENT BOARD TRIM 8" CST-12 FIBER-CEMENT BOARD TRIM 12" MF-1 PREFINISHED METAL FASCIA - COLOR TO MATCH SSM-1 GUTTER PREFINISHED GUTTER - COLOR TO MATCH SSM-1 DS-1 PREFINISHED DOWNSPOUT - COLOR TO MATCH SSM-1 FB-2 FACE BRICK VENEER; COLOR: CHARCOAL EXTERIOR MATERIAL AREAS: MATERIAL TYPE TOTAL SF % OF NON-GLAZING TOTAL 61,890 SF GLAZING / DOORS 20,190 SF SUBTOTAL 41,700 SF FIBER-CEMENT SIDING GRAY 11,830 SF (58% OF TOTAL FIBER-CEMENT) CHARCOAL 4,380 SF (21% OF TOTAL FIBER-CEMENT) WOOD LOOK 4,320 SF (21% OF TOTAL FIBER-CEMENT) TOTAL 20,530 SF 49% MASONRY BUFF 15,555 SF (73% OF TOTAL BRICK) CHARCOAL 5,615 SF (27% OF TOTAL BRICK) TOTAL 21,170 SF 51% 01 -FIRST LEVEL 100' -0" 04 -FOURTH LEVEL 134' -9" 00 -GARAGE LEVEL 88' -0" 02 -SECOND LEVEL 112' -3" 03 -THIRD LEVEL 123' -6" 05 -ROOF LEVEL 146' -0" D E F G H I J K L 2 2 2 2 1 3MCF-1 FCP-1A GUTTER DS-1 FCP-1A MF-1 CST-6 BBS-1 MCF-2 BBS-1 ALL SIDES OF RECESSED BALCONY FCS-1 ALL SIDES OF RECESSED BALCONY FCS-1 ALL SIDES OF RECESSED BALCONY FCP-1A GUTTER DS-1 FCP-1A MCF-1BBS-1BBS-1 6 MF-1 CST-6 CST-10 FCP-1B CST-6 CST-12 CST-12 CST-6 CST-12 CST-6 CST-12 CST-6 CST-6CST-6CST-6 CSS-1 CMU-1 CSS-1 CSS-1 CMU-1 CSS-1 CMU-1FCP-1AMCF-1 2 2210FCS-1 FCS-1 FB-1CMU-1 FB-1 FB-1 AVERAGE GRADE 98' -2"BUILDING HEIGHT61' - 0"01 -FIRST LEVEL 100' -0" 04 -FOURTH LEVEL 134' -9" 00 -GARAGE LEVEL 88' -0" 02 -SECOND LEVEL 112' -3" 03 -THIRD LEVEL 123' -6" 05 -ROOF LEVEL 146' -0" 11 12 13 CSS-1 CMU-1 CSS-1 SSM-1 MF-1 6 CST-12 CST-6 CST-10 CST-6CST-6CST-6 FCP-1B CST-12 CST-6 CST-12 CST-6 4 FCS-1 FB-1 CMU-1 ALL SIDES OF RECESSED BALCONY CSS-1 MCF-1 FCP-1A GUTTER MF-1 CST-6 BBS-1 CST-6 CST-8 CST-8 CST-8 1 3 FCP-1B CMU-1FB-1AVERAGE GRADE 98' -2"BUILDING HEIGHT61' - 0"EXTERIOR ELEVATION GENERAL NOTES: 1. SEE FLOOR PLANS FOR CURTAIN WALL TYPES 2.SEE SHEET A301 FOR DOOR SCHEDULE 3.SEE SHEET A310 FOR DOOR TYPES AND FRAME TYPES 4.SEE SHEET A620 AND A621 FOR DESCRIPTION OF EXTERIOR ALUMINUM FRAME TYPES 5.SEE WALL SECTION SHEETS (A510 THRU A512) FOR LOCATION OF HORIZONTAL JOINTS AND REVEALS 6.ALIGN ALL JOINTS IN CAP FLASHING WITH JOINTS IN PRECAST PANEL OR METAL PANEL SYSTEM FCP-1A FIBER-CEMENT SIDING PANELS; COLOR: GRAY BBS-1 FIBER-CEMENT BOARD AND BATTEN SIDING; COLOR: CHARCOAL FCS-1 HORIZONTAL FIBER-CEMENT SIDING; COLOR WOOD LOOK FB-1 FACE BRICK VENEER; COLOR: BUFF CMU-1 CMU VENEER; COLOR: BUFF MCF-1 PREFINISHED METAL FLASHING - COLOR TO MATCH FCP-1A MCF-2 PREFINISHED METAL FLASHING - COLOR TO MATCH BBS-1 MATERIAL KEY CST-1 CAST STONE VENEER; COLOR: BUFF CSS-1 CAST STONE SILL; COLOR: BUFF FCP-1B FIBER-CEMENT SIDING PANELS; COLOR: CHARCOAL SSM-1 STANDING SEAM METAL ROOF CST-6 FIBER-CEMENT BOARD TRIM 6" CST-8 FIBER-CEMENT BOARD TRIM 8" CST-12 FIBER-CEMENT BOARD TRIM 12" MF-1 PREFINISHED METAL FASCIA - COLOR TO MATCH SSM-1 GUTTER PREFINISHED GUTTER - COLOR TO MATCH SSM-1 DS-1 PREFINISHED DOWNSPOUT - COLOR TO MATCH SSM-1 FB-2 FACE BRICK VENEER; COLOR: CHARCOAL EXTERIOR MATERIAL AREAS: MATERIAL TYPE TOTAL SF % OF NON-GLAZING TOTAL 61,890 SF GLAZING / DOORS 20,190 SF SUBTOTAL 41,700 SF FIBER-CEMENT SIDING GRAY 11,830 SF (58% OF TOTAL FIBER-CEMENT) CHARCOAL 4,380 SF (21% OF TOTAL FIBER-CEMENT) WOOD LOOK 4,320 SF (21% OF TOTAL FIBER-CEMENT) TOTAL 20,530 SF 49% MASONRY BUFF 15,555 SF (73% OF TOTAL BRICK) CHARCOAL 5,615 SF (27% OF TOTAL BRICK) TOTAL 21,170 SF 51% BBS-1 BBS-1FCP-1A FCS-1FCS-1 ALL SIDES OF RECESSED BALCONY ALL SIDES OF RECESSED BALCONY FCP-1A FCP-1A FCP-1AMCF-2 MCF-1 MCF-1MCF-2 BBS-1 CSS-1 CMU-1 CSS-1CMU-1 CSS-1CMU-1 CSS-1CMU-1 MCF-1 CMU-1 FB-1 CMU-1 BBS-1 BBS-1 CSS-1 FB-1 CMU-1 SSM-1 CST-8 CST-8 CST-8 CST-6 1 22 3 2222 CST-6 CST-8 CST-8 CST-8 CST-8 CST-8 44 GUTTER MF-1 DS-1 MF-1 DS-1 GUTTER MF-1 DS-1 GUTTER CST-6 CST-6 MCF-1 CSS-1 FB-1 FB-1 FB-1 FB-1FB-2FB-2 SSM-1 BBS-1 CST-8 CST-8 CST-8 CSS-1 FB-1 CMU-1 1 BBS-1 MCF-2FCS-1 ALL SIDES OF RECESSED BALCONY FCP-1A BBS-1 MCF-2FCS-1 ALL SIDES OF RECESSED BALCONY FCP-1A BBS-1 MCF-2FCS-1 ALL SIDES OF RECESSED BALCONY CMU-1 CMU-1 CMU-1 CMU-1 CSS-1 GUTTER MF-1 DS-1 DS-1 GUTTER MF-1 5 5 6 7 CMU-1 FB-1 FCP-1A BBS-1 CST-8 CST-8 FCP-1A CST-8 FB-1 CMU-1 CMU-1 CSS-1 SSM-1 MCF-1 MCF-1 CSS-1CSS-1 CMU-1 FB-1 FCP-1A MCF-1 FB-1 CSS-1 FB-1 CSS-1FB-2 FB-2 FB-2FB-1 EXTERIOR ELEVATION GENERAL NOTES: 1. SEE FLOOR PLANS FOR CURTAIN WALL TYPES 2.SEE SHEET A301 FOR DOOR SCHEDULE 3.SEE SHEET A310 FOR DOOR TYPES AND FRAME TYPES 4.SEE SHEET A620 AND A621 FOR DESCRIPTION OF EXTERIOR ALUMINUM FRAME TYPES 5.SEE WALL SECTION SHEETS (A510 THRU A512) FOR LOCATION OF HORIZONTAL JOINTS AND REVEALS 6.ALIGN ALL JOINTS IN CAP FLASHING WITH JOINTS IN PRECAST PANEL OR METAL PANEL SYSTEM FCP-1A FIBER-CEMENT SIDING PANELS; COLOR: GRAY BBS-1 FIBER-CEMENT BOARD AND BATTEN SIDING; COLOR: CHARCOAL FCS-1 HORIZONTAL FIBER-CEMENT SIDING; COLOR WOOD LOOK FB-1 FACE BRICK VENEER; COLOR: BUFF CMU-1 CMU VENEER; COLOR: BUFF MCF-1 PREFINISHED METAL FLASHING - COLOR TO MATCH FCP-1A MCF-2 PREFINISHED METAL FLASHING - COLOR TO MATCH BBS-1 MATERIAL KEY CST-1 CAST STONE VENEER; COLOR: BUFF CSS-1 CAST STONE SILL; COLOR: BUFF FCP-1B FIBER-CEMENT SIDING PANELS; COLOR: CHARCOAL SSM-1 STANDING SEAM METAL ROOF CST-6 FIBER-CEMENT BOARD TRIM 6" CST-8 FIBER-CEMENT BOARD TRIM 8" CST-12 FIBER-CEMENT BOARD TRIM 12" MF-1 PREFINISHED METAL FASCIA - COLOR TO MATCH SSM-1 GUTTER PREFINISHED GUTTER - COLOR TO MATCH SSM-1 DS-1 PREFINISHED DOWNSPOUT - COLOR TO MATCH SSM-1 FB-2 FACE BRICK VENEER; COLOR: CHARCOAL EXTERIOR MATERIAL AREAS: MATERIAL TYPE TOTAL SF % OF NON-GLAZING TOTAL 61,890 SF GLAZING / DOORS 20,190 SF SUBTOTAL 41,700 SF FIBER-CEMENT SIDING GRAY 11,830 SF (58% OF TOTAL FIBER-CEMENT) CHARCOAL 4,380 SF (21% OF TOTAL FIBER-CEMENT) WOOD LOOK 4,320 SF (21% OF TOTAL FIBER-CEMENT) TOTAL 20,530 SF 49% MASONRY BUFF 15,555 SF (73% OF TOTAL BRICK) CHARCOAL 5,615 SF (27% OF TOTAL BRICK) TOTAL 21,170 SF 51% 7 5 4 CST-6 BBS-1 MF-1 CST-8 CST-8 CST-8 FB-1 CMU-1 CMU-1 CSS-1 4 BBS-1 CSS-1 MCF-1FCP-1A DS-1 GUTTER ALL SIDES OF RECESSED BALCONY, UNLESS NOTED OTHERWISE FCS-1 8 8 SSM-1 MF-1 CMU-1CSS-1 CST-6 CST-6 CST-12 CST-6 CST-12 CST-6 CST-6 CST-10 CST-6CST-6 CST-6 3 1 9 CST-12 CSS-1 FB-1 CMU-1 6 5MCF-1FCP-1AMCF-2BBS-1MCF-1FCP-1A MF-1 5 5A 5A 5A ALL SIDES OF RECESSED BALCONY FCS-1MCF-1FCP-1AMCF-2 BBS-1FCS-1 ALL SIDES OF RECESSED BALCONY GUTTER DS-1 CST-6 CST-12 FCP-1BCST-6CST-6 CST-10 CST-12 CST-6 CST-12 CST-6 CST-12 CST-6 CMU-1 CSS-1 FCS-1 ALL SIDES OF RECESSED BALCONY CMU-1 CSS-1 CMU-1 CSS-1 CMU-1 1 3 FCP-1B CSS-1 FB-2FB-2 FB-1 FB-1FB-1FB-1FB-1 EXTERIOR ELEVATION GENERAL NOTES: 1. SEE FLOOR PLANS FOR CURTAIN WALL TYPES 2.SEE SHEET A301 FOR DOOR SCHEDULE 3.SEE SHEET A310 FOR DOOR TYPES AND FRAME TYPES 4.SEE SHEET A620 AND A621 FOR DESCRIPTION OF EXTERIOR ALUMINUM FRAME TYPES 5.SEE WALL SECTION SHEETS (A510 THRU A512) FOR LOCATION OF HORIZONTAL JOINTS AND REVEALS 6.ALIGN ALL JOINTS IN CAP FLASHING WITH JOINTS IN PRECAST PANEL OR METAL PANEL SYSTEM FCP-1A FIBER-CEMENT SIDING PANELS; COLOR: GRAY BBS-1 FIBER-CEMENT BOARD AND BATTEN SIDING; COLOR: CHARCOAL FCS-1 HORIZONTAL FIBER-CEMENT SIDING; COLOR WOOD LOOK FB-1 FACE BRICK VENEER; COLOR: BUFF CMU-1 CMU VENEER; COLOR: BUFF MCF-1 PREFINISHED METAL FLASHING - COLOR TO MATCH FCP-1A MCF-2 PREFINISHED METAL FLASHING - COLOR TO MATCH BBS-1 MATERIAL KEY CST-1 CAST STONE VENEER; COLOR: BUFF CSS-1 CAST STONE SILL; COLOR: BUFF FCP-1B FIBER-CEMENT SIDING PANELS; COLOR: CHARCOAL SSM-1 STANDING SEAM METAL ROOF CST-6 FIBER-CEMENT BOARD TRIM 6" CST-8 FIBER-CEMENT BOARD TRIM 8" CST-12 FIBER-CEMENT BOARD TRIM 12" MF-1 PREFINISHED METAL FASCIA - COLOR TO MATCH SSM-1 GUTTER PREFINISHED GUTTER - COLOR TO MATCH SSM-1 DS-1 PREFINISHED DOWNSPOUT - COLOR TO MATCH SSM-1 FB-2 FACE BRICK VENEER; COLOR: CHARCOAL EXTERIOR MATERIAL AREAS: MATERIAL TYPE TOTAL SF % OF NON-GLAZING TOTAL 61,890 SF GLAZING / DOORS 20,190 SF SUBTOTAL 41,700 SF FIBER-CEMENT SIDING GRAY 11,830 SF (58% OF TOTAL FIBER-CEMENT) CHARCOAL 4,380 SF (21% OF TOTAL FIBER-CEMENT) WOOD LOOK 4,320 SF (21% OF TOTAL FIBER-CEMENT) TOTAL 20,530 SF 49% MASONRY BUFF 15,555 SF (73% OF TOTAL BRICK) CHARCOAL 5,615 SF (27% OF TOTAL BRICK) TOTAL 21,170 SF 51% 3A 3A 2 2 1 3 3A 3A MCF-1 FCP-1A GUTTER DS-1 FCP-1A MF-1 CST-6 BBS-1 MCF-2 BBS-1 ALL SIDES OF RECESSED BALCONY FCS-1 ALL SIDES OF RECESSED BALCONY FCS-1 ALL SIDES OF RECESSED BALCONY FCP-1A GUTTER DS-1 FCP-1A MCF-1BBS-1BBS-1 6 MF-1 CST-6 CST-10 FCP-1B CST-6 CST-12 CST-12 CST-6 CST-12 CST-6 CST-12 CST-6 CST-6CST-6CST-6 CSS-1 CMU-1 CSS-1 CSS-1 CMU-1 CSS-1 CMU-1FCP-1AMCF-1 2 2210FCS-1 FCS-1 FB-1CMU-1 FB-1 FB-1 FB-2FB-2FB-2 CSS-1 CMU-1 CMU-1 SSM-1 MF-1 6 CST-12 CST-6 CST-10 CST-6CST-6CST-6 FCP-1B CST-12 CST-6 CST-12 CST-6 4 FCS-1 FB-1 CMU-1 ALL SIDES OF RECESSED BALCONY CSS-1 MCF-1 FCP-1A GUTTER MF-1 CST-6 BBS-1 CST-6 CST-8 CST-8 CST-8 1 3 FCP-1B CSS-1FB-1 EXTERIOR ELEVATION GENERAL NOTES: 1. SEE FLOOR PLANS FOR CURTAIN WALL TYPES 2.SEE SHEET A301 FOR DOOR SCHEDULE 3.SEE SHEET A310 FOR DOOR TYPES AND FRAME TYPES 4.SEE SHEET A620 AND A621 FOR DESCRIPTION OF EXTERIOR ALUMINUM FRAME TYPES 5.SEE WALL SECTION SHEETS (A510 THRU A512) FOR LOCATION OF HORIZONTAL JOINTS AND REVEALS 6.ALIGN ALL JOINTS IN CAP FLASHING WITH JOINTS IN PRECAST PANEL OR METAL PANEL SYSTEM FCP-1A FIBER-CEMENT SIDING PANELS; COLOR: GRAY BBS-1 FIBER-CEMENT BOARD AND BATTEN SIDING; COLOR: CHARCOAL FCS-1 HORIZONTAL FIBER-CEMENT SIDING; COLOR WOOD LOOK FB-1 FACE BRICK VENEER; COLOR: BUFF CMU-1 CMU VENEER; COLOR: BUFF MCF-1 PREFINISHED METAL FLASHING - COLOR TO MATCH FCP-1A MCF-2 PREFINISHED METAL FLASHING - COLOR TO MATCH BBS-1 MATERIAL KEY CST-1 CAST STONE VENEER; COLOR: BUFF CSS-1 CAST STONE SILL; COLOR: BUFF FCP-1B FIBER-CEMENT SIDING PANELS; COLOR: CHARCOAL SSM-1 STANDING SEAM METAL ROOF CST-6 FIBER-CEMENT BOARD TRIM 6" CST-8 FIBER-CEMENT BOARD TRIM 8" CST-12 FIBER-CEMENT BOARD TRIM 12" MF-1 PREFINISHED METAL FASCIA - COLOR TO MATCH SSM-1 GUTTER PREFINISHED GUTTER - COLOR TO MATCH SSM-1 DS-1 PREFINISHED DOWNSPOUT - COLOR TO MATCH SSM-1 FB-2 FACE BRICK VENEER; COLOR: CHARCOAL EXTERIOR MATERIAL AREAS: MATERIAL TYPE TOTAL SF % OF NON-GLAZING TOTAL 61,890 SF GLAZING / DOORS 20,190 SF SUBTOTAL 41,700 SF FIBER-CEMENT SIDING GRAY 11,830 SF (58% OF TOTAL FIBER-CEMENT) CHARCOAL 4,380 SF (21% OF TOTAL FIBER-CEMENT) WOOD LOOK 4,320 SF (21% OF TOTAL FIBER-CEMENT) TOTAL 20,530 SF 49% MASONRY BUFF 15,555 SF (73% OF TOTAL BRICK) CHARCOAL 5,615 SF (27% OF TOTAL BRICK) TOTAL 21,170 SF 51% PAGE 1 OF 1Drawn By: SANDYDate:4/21/2022Scale: AS NOTEDRevisions# Date CommentsGENERAL NOTES:A. PULSE PRODUCTS DOES NOT ASSUME RESPONSIBILITYFOR THE INTERPRETATION OF THIS CALCULATION ORCOMPLAINCE TO THE LOCAL, STATE, OR FEDERALLIGHTNG CODES OR ORDINANCES.B. LIGHTING LAYOUT IS NOT INTENDED FOR CONSTRUCTIONDOCUMENTS BUT ONLY TO ILLUSTRATE THE PERFORMANCEOF THE PRODUCT.C. ALL READINGS/CALCULATIONS SHOWN ARE SHOWN ONOBJECTS/SURFACES.ESTORIALAKEVILLE, MNChecked By: JILLLuminaire ScheduleSymbolQtyLabelCalculation SummaryLabelCalcTypeArrangementLLFDescriptionArr. WattsLum. LumensUnitsAvgMaxMinAvg/MinMax/MinNORTH PICKLEBALL TASK AT 3FTIlluminanceFc20.9131.711.91.762.66SITE GROUNDIlluminanceFc14LT1Single0.9000.87EX-LITE BLRD-22W-40K 42IN BOLLARD 21.4273627.754LT2Single0.9000.0N.A.N.A.SATCO S8020 STRING LIGHT WITH LAMPS 2FT OC1.05141SOUTH PICKLEBALL TASK AT 3FT5LT3Single0.900SATCO S60-6514 LANTERN WITH A19 LED LAMP 8800IlluminanceFc20.8031.411.71.782.68PARKINGIlluminanceFc1LT4Single0.900SATCO 65-671-4000K WALL PACK MOUNT AT APPROX 10FT36.42655192LT52Back-Back0.900EX-LITE SAL-150W-T5-40K MOUNT ON 25FT POLE WITH 3FT BASE300220151LT622 @ 90 degrees0.900EX-LITE 150W-T3-40K MOUNT ON 25FT POLE WITH 3FT BASE300209504LT7Single0.900EX-LITE SAL-300W-T3-40K MOUNT ON 22FT POLE WITH 2FT BASE FOR PICKLEBALL300419013.7711.21.03.7711.20Plan ViewScale: 1 inch= 50 Ft.BENCHMARKNO PARKING LT4LT3LT3LT3LT3LT1LT1LT1LT1LT1LT1LT1LT1LT1LT1LT1LT1LT1LT1LT2LT2LT2LT2LT2LT2LT2LT2LT2LT3LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT2LT7LT7LT7LT7LT62LT52LT520.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.5 0.6 0.7 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.7 0.9 1.1 1.2 1.1 0.9 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.6 0.7 1.0 1.3 1.7 2.0 1.9 1.7 1.4 1.0 0.8 0.6 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.9 0.9 0.8 0.7 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.00.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.9 1.2 1.6 2.2 2.9 3.3 3.2 2.6 2.0 1.4 1.0 0.7 0.6 0.5 0.5 0.5 0.7 1.0 1.2 1.5 1.9 2.2 2.1 2.0 1.6 1.2 0.9 0.7 0.5 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.00.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.8 1.2 1.8 2.6 3.6 4.8 5.6 5.1 4.0 2.8 1.9 1.3 0.9 0.7 0.6 0.7 0.9 1.6 6.2 2.9 3.3 4.2 4.7 4.6 4.2 3.5 2.7 2.0 1.3 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.00.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.0 1.5 2.3 3.5 5.2 7.0 8.5 7.6 5.5 3.6 2.3 1.5 1.0 0.7 0.7 0.9 1.4 3.0 20.2 5.2 6.8 9.3 10.1 10.1 9.0 7.5 5.5 3.8 2.5 1.7 1.1 0.6 0.4 0.2 0.1 0.1 0.1 0.00.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.6 1.0 1.5 2.4 3.8 5.6 7.4 9.8 9.3 6.5 4.0 2.4 1.5 1.0 0.8 0.9 1.2 1.8 2.9 4.5 6.68.5 5.6 3.6 2.4 1.5 0.9 0.5 0.3 0.2 0.1 0.1 0.00.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.5 0.8 1.3 1.9 2.8 3.5 4.8 7.5 8.3 6.1 3.7 2.2 1.3 0.9 0.7 0.9 1.3 2.1 3.3 5.0 7.39.9 6.5 4.3 2.8 1.7 1.0 0.6 0.4 0.2 0.1 0.1 0.10.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.5 0.8 1.2 1.7 2.4 3.5 5.9 6.4 4.7 3.0 1.7 1.0 0.7 0.7 0.9 1.3 2.1 3.7 9.9 7.69.9 6.5 4.2 2.7 1.7 1.1 0.7 0.4 0.2 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 0.9 1.3 1.8 2.9 4.3 4.4 3.4 2.2 1.3 0.8 0.6 0.6 0.8 1.3 2.0 3.8 20.2 7.1 9.2 12.0 13.8 14.7 14.1 12.1 8.8 6.0 3.9 2.5 1.6 1.0 0.6 0.4 0.2 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.3 1.8 1.4 1.1 1.3 2.1 2.8 2.9 2.3 1.6 1.1 0.8 0.6 0.7 0.9 1.3 2.0 3.1 4.7 6.8 9.6 13.2 14.8 15.2 14.0 11.8 8.6 5.9 3.9 2.6 1.7 1.0 0.6 0.4 0.2 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.6 4.2 10.7 3.4 0.8 0.8 1.4 1.9 1.9 1.7 1.3 1.0 0.8 0.7 0.8 1.0 1.4 2.1 3.4 5.4 7.59.8 6.4 4.3 2.8 1.8 1.1 0.7 0.4 0.2 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 2.4 11.9 1.8 0.5 0.5 0.8 1.3 1.4 1.3 1.2 1.1 1.0 0.9 1.0 1.1 1.5 2.3 4.3 27.7 8.110.0 6.5 4.4 2.8 1.8 1.1 0.6 0.4 0.3 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.00.9 1.1 1.2 1.3 1.3 1.3 1.3 1.3 1.4 1.6 2.1 3.3 6.1 6.58.7 5.7 3.7 2.3 1.4 0.9 0.6 0.4 0.2 0.2 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.00.3 1.0 1.3 1.6 1.8 2.0 2.0 2.0 1.8 1.8 1.9 2.4 3.2 4.2 5.6 7.3 8.4 9.3 9.0 8.0 5.7 3.8 2.5 1.6 1.0 0.7 0.4 0.3 0.2 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.00.4 1.0 1.6 2.1 2.7 3.2 3.3 3.1 2.6 2.1 1.8 2.1 6.7 2.8 2.8 3.4 3.9 4.3 4.2 3.7 2.8 2.2 1.5 0.9 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.0 0.00.6 1.2 2.0 3.0 4.3 5.3 5.6 5.1 3.9 2.7 2.0 2.3 18.1 1.9 1.4 1.6 1.9 2.0 1.9 1.6 1.4 4.9 3.8 0.7 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.7 1.4 2.4 4.0 6.3 8.5 9.2 7.9 5.5 3.5 2.2 1.5 1.2 0.8 0.7 0.7 0.8 0.8 0.7 0.7 0.7 4.3 3.0 0.4 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.7 1.4 2.6 4.6 7.8 11.0 12.1 10.2 6.7 3.9 2.3 1.4 0.8 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.7 1.4 2.5 4.4 7.3 10.3 11.2 9.5 6.3 3.7 2.2 1.4 1.1 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.3 0.7 1.2 2.1 3.5 5.4 7.1 7.6 6.7 4.8 3.1 1.9 2.0 22.2 1.1 0.3 0.1 0.1 0.1 0.1 0.1 0.3 5.2 8.0 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.3 0.5 1.0 1.6 2.5 3.5 4.3 4.5 4.1 3.2 2.2 1.5 1.5 3.5 0.7 0.2 0.1 0.1 0.1 0.1 0.1 0.2 1.7 1.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.4 0.7 1.1 1.6 2.2 2.5 2.6 2.4 2.0 1.5 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.3 0.5 0.8 1.1 1.4 1.6 1.6 1.6 1.3 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.3 0.4 0.7 0.9 1.1 1.2 1.2 1.2 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.1 0.3 0.5 0.7 0.9 1.1 1.3 1.3 1.2 1.1 0.9 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.2 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.2 0.3 0.6 0.9 1.2 1.6 1.8 1.9 1.8 1.5 1.1 0.8 0.6 0.6 0.8 0.5 0.2 0.1 0.0 0.0 0.1 0.2 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.4 0.8 1.2 1.8 2.5 2.9 3.0 2.8 2.3 1.7 1.1 0.8 0.8 1.2 1.0 0.3 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.6 1.0 1.7 2.7 3.9 5.0 5.3 4.8 3.6 2.4 1.6 1.0 0.9 1.7 1.3 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fc0.5 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fc0.25 fcTYPE LT1TYPE LT2TYPE LT3TYPE LT52, LT62 & LT7EXHIBIT M SKETCH & DESCRIPTION FOR: EBENEZER SENIOR LIVING Page 2 of 2 James R. Hill, Inc.PROJECT NO. 23786-10vacEASEMENTVACATIONScale: 1"=100'EXHIBIT N 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA ESTORIA LAKEVILLE CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On January 5, 20232 the Lakeville Planning Commission met at its regularly scheduled meeting to consider the request of Ebenezer for a conditional use permit to allow a multiple family building to exceed 45 feet in height in the RH-2, Multiple Family Residential District. The Planning Commission conducted a public hearing on the proposed conditional use permit 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 2, which guides the property for High Density Residential. 2. The subject site is zoned RH-2, Multiple Family Residential District. 3. The legal description of the property is attached in Exhibit A. 4. Chapter 4 of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The proposed age-restricted multiple-family use is consistent with the guided mixed use of the property. b. The proposed use is or will be compatible with future land uses of the area. Finding: The proposed building is compatible with the existing and future land uses in the area. c. The proposed use conforms with all performance standards contained in the Zoning Ordinance and the City Code. Finding: Provided compliance with the stipulations of the conditional use permit, the proposed building will conform to all performance standards contained in the Zoning Ordinance and City Code. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The proposed building can be accommodated with existing public services and will not overburden the City’s service capacity. 2 e. Traffic generated by the proposed use is within capabilities of streets serving the property. Finding: The street serving this site is adequate to accommodate traffic from the proposed use. 5. The report dated December 28, 2022 and prepared by Kris Jenson, Associate Planner is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the conditional use permit conditioned upon compliance with the planning report prepared by Kris Jenson, Associate Planner, dated December 28, 2022. DATED: January 5, 2023 LAKEVILLE PLANNING COMMISSION BY: _______________________________ Jenna Majorowicz, Vice Chair 3 Exhibit A The south 472.85 feet of Outlot A, CRYSTAL PARK, according to the recorded plat thereof, Dakota County, Minnesota And That part of the south 504.20 feet of Lot 1, Block 1, HOSANNA 4TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota, which lies westerly of the following described line: Commencing at the southwest corner of said Lot 1; thence on an assumed bearing of South 89 degrees 54 minutes 51 seconds East, along the south line of said Lot 1, a distance of 177.73 feet to the point of beginning of the line to be described; thence North 00 degrees 00 minutes 00 seconds East a distance of 293.06 feet; thence North 90 degrees 00 minutes 00 seconds East a distance of 19.84 feet; thence North 00 degrees 00 minutes 00 seconds East a distance of 211.11 feet to the north line of said South 504.20 feet and said line there terminating. Dakota County, Minnesota City of Lakeville Public Works – Engineering Division Memorandum To: Kris Jenson, Associate Planner From: Alex Jordan, Assistant City 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 Daryl Morey, Planning Director Tina Goodroad, Community Development Director Date: December 28, 2022 Subject: Estoria Lakeville • Preliminary Plat Review • Preliminary Grading and Drainage Plan Review • Preliminary Erosion Control Plan Review • Preliminary Utility Plan Review BBAACCKKGGRROOUUNNDD Ebenezer has submitted preliminary plat, administrative subdivision, conditional use permit for building height and easement vacation applications for the development to be known as Estoria Lakeville. The proposed subdivision is located west of and adjacent to the Hosanna Church on Ipava Avenue, south of 162nd Street (CSAH 46), north of and adjacent to 165th Street, and east of and adjacent to the Crystal Park subdivision. The parent parcels consist of portions of Outlot A, Hosanna and Lot 1, Block 1, Hosanna 4th Addition zoned RH-2, Multiple Family Residential District. The preliminary plat consists of eighty-nine (89) senior co-op dwelling units within one building on one (1) lot within one (1) block, and one (1) outlot on 4.01 acres. The proposed development will be completed by: Developer: Ebenezer Engineer/Surveyor: Kimley-Horn and Associates, Inc. EESSTTOORRIIAA LLAAKKEEVVIILLLLEE –– PPRREELLIIMMIINNAARRYY PPLLAATT DDEECCEEMMBBEERR 2288,, 22002222 PPAAGGEE 22 OOFF 55 SSIITTEE CCOONNDDIITTIIOONNSS The Estoria Lakeville site consists of undeveloped land, existing parking for the Hosanna campus, landscaping and private utilities. A security will be required with the final plat for the removal of the site encroachments and restoration of the adjacent property. The site currently drains to the north into an existing stormwater management basin located within Outlot B, Hosanna 2nd Addition. The site is bordered to the east by the Hosanna Church and by the Crystal Park townhomes to the west. EEAASSEEMMEENNTTSS Existing drainage and utility easements are located within the parent parcel and shall be vacated with the final plat. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT 165th Street Estoria Lakeville is located north of and adjacent to 165th Street, a major collector roadway as identified in the City’s Transportation Plan. Development of the Hosanna Addition and Hosanna 2nd Addition final plats included dedication of 40 feet of ½ right-of-way. No additional right-of-way is required with the Estoria Lakeville preliminary plat. 165th Street is constructed as a 44-foot-wide undivided urban roadway and striped as a three-lane section, with one through lane in each direction and continuous center left-turn lanes. There are bituminous trails along both sides of 165th Street. SSIITTEE PPLLAANN Access to the site is proposed from a single driveway entrance onto 165th Street. The Developer shall construct a commercial driveway entrance and provide a security with the final plat for the driveway connection to 165th Street. Surface and underground parking is provided on the site. The site plan includes separating the driveway and parking connections to the Hosanna site. Privately owned and maintained sidewalk connections are provided from the site to the existing Hosanna parking lot. The Developer and adjacent property owner shall enter into a maintenance agreement for the sidewalk crossing property lines with the final plat. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility and street construction will be determined with the final construction plans. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDD EEWWAALLKKSS The Park Dedication requirement has not been collected on the parent parcels and will be satisfied through a cash contribution to be calculated with the final plat. EESSTTOORRIIAA LLAAKKEEVVIILLLLEE –– PPRREELLIIMMIINNAARRYY PPLLAATT DDEECCEEMMBBEERR 2288,, 22002222 PPAAGGEE 33 OOFF 55 UUTTIILLIITTIIEESS SSAANN IITTAARRYY SSEE WWEERR Estoria Lakeville is located within subdistrict CL-43000 of the Crystal Lake sanitary sewer district as identified in the City’s Comprehensive Sewer Plan. Wastewater will be conveyed via existing public sanitary sewer to the MCES Burnsville Southwest Interceptor and continue to the Seneca Wastewater Treatment Facility. Development of Estoria Lakeville includes the extension of privately owned and maintained sanitary sewer. An eigth-inch sanitary sewer will be constructed within the site and connect to an existing public sanitary sewer stub located north of the plat on Outlot A, Hosanna Church. The Developer shall enter into an agreement with the adjacent property owner for the construction and maintained of the private sanitary sewer outside of the plat boundary prior to recording the final plat. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and will be required with the final plat. WWAATTEERRMMAAIINN Development of Estoria Lakeville includes the construction of privately owned and maintained watermain to provide water service to the subdivision. Watermain to serve the development will be extended from one (1) existing stub from 165th Street at the southeast corner of the site. The Developer shall confirm with the Fire Marshal that the proposed watermain system is sufficient to provide adequate fire protection for the proposed improvements. The Developer shall restore the easement area and right-of-way to its existing condition outside of the plat boundary for the watermain connection after completion of the utility improvements. The lateral watermain access charge will be required with the final plat for the existing 12- inch watermain along 165th Street adjacent to the plat. The lateral charge will only be required for the portion of the parent parcel that includes Outlot A, Hosanna Church. OOVVEERRHHEEAADD LLIINN EESS There are no overhead utility lines located on the existing parcels. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Estoria Lakeville is located within subdistrict CL-16-1 of the Crystal Lake stormwater district, as identified in the City’s Water Resources Management Plan. Development of Estoria Lakeville includes the construction of a privately owned and maintained infiltration basin and bio filtration system to collect and treat the stormwater runoff generated from the site. The basins will outlet to the north and into the existing private storm sewer system within the Hosanna site. Prior to recording the plat, the Developer shall enter into a maintenance agreement with the adjacent property owner for the private storm EESSTTOORRIIAA LLAAKKEEVVIILLLLEE –– PPRREELLIIMMIINNAARRYY PPLLAATT DDEECCEEMMBBEERR 2288,, 22002222 PPAAGGEE 44 OOFF 55 sewer to be located outside of the plat boundary. The stormwater management basin design is consistent with City requirements. The final grading plan shall identify all fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building permits will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. Estoria Lakeville contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. SSTTOORRMM SSEEWWEERR Development of Estoria Lakeville includes the construction of privately owned and maintained storm sewer systems. Storm sewer will be installed within the site to collect and convey stormwater runoff generated from the site to the stormwater management basins. The Developer shall prepare a plan to provide the necessary drainage during construction, during the reconstruction and diversion of the existing storm sewer from the Hosanna site. The Trunk Storm Sewer Area Charge has not been collected on the portion of the parent parcel located within Outlot A, Hosanna and must be collected with the final plat. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. RESIDENTIAL BUFFER YARD REQUIREMENTS 165th Street is a major collector roadway as identified in the City’s Transportation Plan. A buffer yard containing earth berms and/or plantings of a sufficient density to provide a visual screen and a reasonable buffer a minimum of ten feet in height shall be provided adjacent to 165th Street. A certified as-built grading plan of the buffer yard berm must be submitted and approved by City staff prior to the installation of any buffer yard plantings. FEMA FLOODPLAIN ANALYSIS Estoria Lakeville is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. EESSTTOORRIIAA LLAAKKEEVVIILLLLEE –– PPRREELLIIMMIINNAARRYY PPLLAATT DDEECCEEMMBBEERR 2288,, 22002222 PPAAGGEE 55 OOFF 55 WWEETTLLAANNDDSS No wetlands were identified on the property. TTRREEEE PPRREESSEERRVVAATTIIOONN The tree preservation plan must be submitted and reviewed prior to City Council consideration of the final plat. EERROOSSIIOONN CCOONNTTRROOLL The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as developing a SWPPP for the site prior to construction. The permit requires that all erosion and sediment BMPS be clearly outlined in a site’s SWPPP. Changes made throughout construction should be documented in the SWPPP. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the developer. RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the Estoria Lakeville preliminary plat, grading and drainage plan, erosion control plan, and utility plan.