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Item 06 Cedar and Dodd Retail 3rd Addition
1 City of Lakeville Planning Department Memorandum To: Planning Commission From: Kris Jenson, Associate Planner Tina Goodroad, Community Development Director Date: November 10, 2022 Subject: Packet Material for the November 17, 2022 Planning Commission Meeting Agenda Item: Cedar and Dodd Retail 3rd Addition 1. Preliminary and final plat of two commercial lots to be known as Cedar and Dodd Retail 3rd Addition 2. Conditional use permit to allow: a. Daycare facility in the C-3, General Commercial District; and b. Platted lot without frontage and access directly onto an abutting public street. 3. Vacation of drainage and utility easements BACKGROUND Applications for preliminary and final plat and conditional use permit have been submitted by C and D 3.67 LLC in care of KAMI, Inc, for the development of 2.10 acres of property to be known as Cedar and Dodd Retail 3rd Addition. The proposal includes development of a 11,900 square foot single story daycare facility on Lot 1 and a 4,450 square foot single story bank on Lot 2. This plat is a replat of Lot 2, Block 1, Cedar and Dodd Retail Addition to split into two commercial lots. The subject property is the last developable commercial lot within the Cedar and Dodd Retail Addition. The plans have been reviewed by the Engineering Division and Parks and Recreation Department. The following exhibits are attached for your information: EXHIBITS A. Location Map 2 B. Zoning Map C. Preliminary Plat D. Final Plat E. Site Plan F. Erosion Control Plans (2) G. Grading Plan H. Storm Sewer Plan I. Utility Plan J. Landscaping Plans (2) K. Photometric Plan L. Daycare Building Elevations M. Daycare Building Floor Plan N. Bank Building Elevations O. Bank Building Floor Plan P. Dakota County Plat Commission Letter (March 4, 2022) STAFF ANALYSIS PRELIMINARY AND FINAL PLAT Comprehensive Plan. The subject property is guided Commercial in the 2040 Comprehensive Land Use Plan and is in Planning District No. 5. The proposed commercial uses of the property are consistent with the 2040 Land Use Plan and District 5 recommendations. Zoning. The property is zoned C-3, General Commercial District, in which banks are a permitted use and daycare facilities are a conditional use. Surrounding Land Uses and Zoning: North – Stormwater pond (C-3), Glacier Way South – Bubble Barn Car Wash (C-3) East – Dodd Boulevard (CSAH 9), Kindercare Daycare (PUD) West – Hy-Vee Fast & Fresh (C-3) Lots/Blocks. The Cedar and Dodd Retail 3rd Addition preliminary and final plat consists of two lots totaling 2.10 acres. The proposed lots exceed the minimum required lot area of 20,000 square feet and minimum required lot width of 100 feet. Grading, Drainage, Erosion Control and Utilities. Grading, drainage, erosion control, and utility plans were reviewed and approved with the Cedar and Dodd Retail Addition preliminary and final plat in 2018. A privately owned and maintained stormwater pond was constructed on the parent parcel as part of the development of Cedar and Dodd Retail Addition. No additional stormwater ponding is required for the site. 3 Grading, drainage, erosion control, and utility issues are addressed in the engineering review memo prepared by Alex Jordan, Assistant City Engineer and Mac Cafferty, Environmental Resources Manager dated November 9, 2022. A copy of the engineering report is attached for your review. The Engineering Division recommends approval of the Cedar and Dodd Retail 3rd Addition preliminary and final plat subject to the comments outlined in the engineering report. Access/Streets. All streets adjacent to Cedar and Dodd Retail 3rd Addition are constructed. No additional right of way dedication or street construction is required. Two driveways are proposed via the private drive to serve both lots. A private shared driveway, access and utility maintenance easement will be required to be recorded prior to issuance of a building permit for either parcel. The Dakota County Plat Commission recommended approval of the preliminary plat at their March 2, 2022 meeting (Exhibit L). Wetlands. There are no wetlands on the site. Tree Preservation. There are no trees on the site. Park Dedication. The Park Dedication requirement for the parent parcel has been paid and will not be required with the final plat. Public Easement Vacation. The parent property includes drainage and utility easements at the perimeter of the lot. As the property is being replatted from one lot into two lots a public hearing for the vacation of the drainage and utility easements is required. New easements will be provided as shown on the proposed preliminary and final plat. SITE PLAN REVIEW The site plan proposes a commercial building on each lot. The lots will share two driveway accesses from the existing private drive that serves the Cedar and Dodd Retail development and will include internal shared driveways, and shared trash enclosure/storage by private agreement. The proposed childcare building on Lot 1 will be 11,900 square feet and will include two outdoor play areas totaling 1,900 square feet. The proposed bank on Lot 2 will be 4,450 square feet. Building Setbacks. The C-3, General Commercial District requires the following setback requirements: Front Yard: 30 feet Side Yards: 20 feet (interior)/30 feet (street) Rear Yard: 10 feet The proposed buildings will have the following setbacks: Childcare Building Front: 70 feet (east towards internal parking lot) Rear: 50 feet+ (west towards private drive) Side: 63.4 feet (north) Side: 56.7 feet (south) 4 Bank Building Front: 80 feet+ (east) Rear: 10 feet (west) Side: 37.9 feet (north) Side: 97.8 feet (south) Building Design. The exterior of the bank building includes brown/red colored brick (30%), cultured stone (12%), two shades of EFIS (22%), architectural metal (13%) and glass (24%), consistent with the requirements of the C-3, General Commercial District. Overall, the building will have 65.5% Grade A materials and 34.5% Grade C materials, in compliance with Zoning Ordinance requirements. The exterior of the daycare building includes dark gray brick (23%), silver ash colored artificial stone; pearl grey colored fiber cement siding (30%), and glass (20%). Other accent materials include metal and opaque panels. Materials are consistent with the requirements of the C-3, General Commercial District. Overall, the building will have 65% Grade A materials and 35% Grade C materials, in compliance with Zoning Ordinance requirements. The architectural design of the two buildings are compatible with similar use of materials, rooflines, windows pattern but with some variation in brick and accent material colors. The daycare building has a vaulted entry with higher windows and additional window bands to increase light inside the building. Parking. The proposed bank building requires 23 spaces and the developer proposes 25 spaces within Lot 2. The daycare requires 41 spaces based on the proposed 164 students (one space per four student capacity). The developer is proposing 35 spaces located on the east portion of the site and an additional six deferred stalls. The proposed deferred stalls are located at the southwest driveway entrance therefore a stipulation will be made that these stalls be signed for employee only use should the deferred spaces be needed in the future. The number and design of the parking spaces for each lot and drive aisles meets the requirements of the Zoning Ordinance. Landscaping. Landscaping on Lot 1 (daycare building) includes plantings at the building foundation and at the southwest corner with trees added along the perimeter of the lot. The playground will include sod. A 48” tall fence will be as constructed to enclose the playground areas. A small row of shrub plantings is proposed at the parking lot edge at the building entry. Staff recommends the plan be revised to locate these plantings at the building edge so they are not located between the parking edge and sidewalk. Landscaping on Lot 2 (bank building) includes a variety of shrub plantings among the building foundation of the bank as well as five trees. A variety of tree and shrub plantings are located adjacent to the parking areas along the south, west and north side of the lot. Staff recommends a stipulation to add shrub plantings to the east within the rock mulch area to buffer headlights from shining onto Dodd Blvd. In addition, a landscaping security will be required with the final plat to guarantee installation of the approved landscaping. Signs. The bank and daycare buildings will be permitted one wall sign each per the Zoning Ordinance. One freestanding sign is also permitted for each lot unless a shared freestanding sign is utilized. Sign permits must be issued prior to the installation of any signs on the site. 5 Roof-Top Mechanical Equipment Screening. Mechanical equipment will be placed on the roof of each building and must be screened from view and to mitigate noise unless it is less than three (3) feet in height. Screening materials must be aesthetically harmonious and compatible with the building. CONDITIONAL USE PERMIT Section 11-4-7 lists the performance standards for conditional use permits and Section 11-31-5 includes general provisions for daycare facilities which the use on Lot 1 must comply. Section 11-31-5 General Provisions performance standards are outlined below: A. The use must meet lot and setback requirements. As noted above the lot meets C-3 District requirements. B. All daycare facilities shall have access to municipal sewer and water. The building will be connected to city sewer and water. C. Screening shall be required when abutting a commercial or industrial use. The developer will be providing a 48-inch-high fence (black vinyl coated) around the south and north property lines which will also serve to enclose the outdoor playgrounds. D. Parking: There shall be adequate off-street parking and located separately from any outdoor play area. The site plan indicates adequate parking will be provided on Lot 1 for the daycare facility located on the east side of the building opposite of the playgrounds. E. Loading: All deliveries shall occur at such a time as to not conflict with customer or employee access to the building and parking demand, and all loading and maneuvering shall be accomplished on private property. A stipulation will be added regarding delivery times to meet this standard. Adequate area exists within Lot 1 for loading and deliveries. F. Signage: All signing and informational or visual communication devices shall be regulated by the sign provisions for the C-3 District. Signage has been noted in this report. G. Daycare facility: The building plans for the construction or alternation of a structure that shall be used as a daycare facility shall be submitted to the city for review by the City Building Official with the following conditions: 1. Architectural appearance: The architectural appearance and functional plan of the building and site shall not be so dissimilar to the existing buildings or area as to cause incompatibility with neighboring properties or constitute a blighting influence within a reasonable distance of the lot. As noted above the design is compatible with the proposed bank building and complies with C-3 District standards. 2. Land Use Compatibility: Internal and external site land use compatibility and sufficient peripheral area protections shall be provided by the daycare facility. The proposed use is consistent with the land use plan and will be compatible with surrounding uses. 3. Play Space: Play space must be adequately enclosed where necessary to prevent children from leaving the premises unattended. Playground space is provided and enclosed. 4. Outdoor Areas: Outdoor play areas shall not be provided within the required front yard setbacks. The outdoor playground is not located in the front yard setback. 5. State Licenses: Proof of approved applicable State licenses shall be provided to the Zoning Administrator prior to the Building Official granting a certificate of occupancy. This will be completed at time of building permit review. 6 Section 11-4-7 lists the performance standards for all conditional use permits for which the daycare use on Lot 1 must comply. The performance standards not covered by Section 11-31-5 above include: 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. Site access has been addressed earlier in this report. 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. Shared driveway access and parking lot drive aisles and parking spaces are proposed with this development. A signed copy of the private shared access, driveway, parking, and trash enclosure agreement will be required prior to issuance of a building permit. 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. An existing sidewalk is located along the existing internal private street and a connection will be made from Lot 1 to this sidewalk at the southwest corner. D. Adequate off-street parking and off-street loading shall be provided in compliance with chapters 19 and 20 of the Zoning Ordinance. Parking requirements for Lot 1 has been addressed earlier in this report. 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. The childcare site is not adjacent to a residential use or district. G. General site screening and landscaping shall be provided in compliance with chapter 21 of this title. Landscaping requirements for Lot 1 has been addressed earlier in this report. 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. A photometric plan was submitted and meets the requirements of the Zoning Ordinance. Six parking lot lights will be installed on 20-foot-tall poles across the two lots. Lighting will also be mounted on the building. The lighting plan complies with light fixture and intensity maximums at all property lines. 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. Mechanical units will be roof mounted and must be screened in accordance with Zoning Ordinance requirements. J. The site drainage system shall be subject to the review and approval of the city engineer. 7 The Engineering Division has reviewed and approved the site drainage and utility plans. 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 architecture of the daycare facility has been addressed earlier in this report 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. The trash enclosure is proposed at the northeast corner of the daycare building will be constructed of the same brick, fiber cement and metal as the daycare building. It is intended that the bank building will utilize this same enclosure. A shared maintenance agreement shall be submitted prior to issuance of a building permit. M. All signs and informational or visual communication devices shall be in compliance with chapter 23 of the Zoning Ordinance. The signage for the daycare facility has been addressed earlier in this report. 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. The daycare facility shall obtain a state license for the facility prior to building occupancy. 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. Hours of operation for the childcare have not been identified but the proposed location will not be disruptive to nearby residential zoned properties, located approximately 500 feet to the east on the other side of the proposed bank building. 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. The applicant has also requested a conditional use permit for Lot 1 to be a platted lot without frontage and access directly onto an abutting public street per Section 11-16-5.G. Lot 1 is abutting and has direct access to the private drive within the Cedar and Dodd Retail development, which functions as a street access for both Lots 1 and 2. Lot 2 directly abuts but 8 does not have access to Dodd Boulevard (CSAH 9), given Dakota County’s access spacing requirements. As noted earlier in this report, Lots 1 and 2 will be required to record a shared access and maintenance agreement prior to the issuance of a building permit for either lot. RECOMMENDATION Planning Department staff recommends approval of the Cedar and Dodd 3rd Addition preliminary and final plat and conditional use permit for the daycare facility and the platted lot without frontage and access directly onto an abutting public street and vacation of drainage and utility easements subject to the following stipulations. 1. The recommendations listed in the November 9, 2022 engineering report. 2. A recorded copy of the private shared access, driveway, parking, and trash enclosure agreement will be required prior to issuance of a building permit for either lot. No trash cans can be stored outside or adjacent to the bank building. 3. The State of Minnesota shall issue the childcare license for the facility prior to building occupancy. 4. The site and building shall be developed in accordance with the plans approved by the City Council. 5. Landscaping shall be installed consistent with the approved landscape plan. An escrow amount, based on the revised landscape plan, shall be submitted with the development contract to guarantee installation of the approved landscaping. 6. A fence permit application must be submitted and approved by the City prior to fence installation. 7. The developer shall enter into a Parking Deferment Agreement with the City prior to the issuance of a building permit for the daycare facility on Lot 1, Block 1. If the six designed deferral parking spaces are constructed, they shall be signed as “Employee Parking.” 8. All deliveries shall occur at such a time as to not conflict with customer or employee access to the building and parking demand, and all loading and maneuvering shall be accomplished on private property. 9. Prior to City Council consideration of the preliminary plat, the landscape plan must be modified to add shrub plantings on the east side of Lot 2 to buffer headlights from shining on to Dodd Boulevard and to relocate the shrubs on Lot 1 so they are not located between the edge of the parking lot and the sidewalk in front of the building. 9 Findings of fact for approval of the conditional use permit are included with the packet materials. Source: Esri, Maxar, Earthstar Geographics, and the GIS User CommunityCEDAR AVE (CSAH 23)GLACIER WAY City of Lakeville Cedar and Dodd Retail 3rd Add Aerial Location Map EXHIBIT A DODD BL V D ( C S A H 9 ) FAST AND FRESH C-STORE CEDAR AND DODD RETAIL 3RD ADD MEDICAL OFFICE BUILDING (UNDER CONSTRUCTION) BUBBLE BARN CAR WASH (UNDER CONSTRUCTION)GL ACI E R WAY GLASGOW AVE1 7 5 T H S T CEDAR AVE (CSAH 23)GLACIER WAY City of Lakeville Cedar and Dodd Retail 3rd Add Zoning Map EXHIBIT B DODD BL V D ( C S A H 9 ) CEDAR AND DODD RETAIL 3RD ADD GL ACI E R WAY GLASGOW AVE1 7 5 T H S T RS-3 RS-3 C-3C-3 C-3PUD PUD PUD PUD PUD O-R RM-2 ITEM 17ITEM 17ITEM 18PROPOSED DAYCARE ±11,900 SF FFE:1007.40 PROPOSED BANK ±4,450 SF FFE:1009.25 PLAYGROUND ±1,200 SF (BY OTHERS) PLAYGROUND ±700 SF (BY OTHERS)NO PARKINGNO PARKINGLOT 1 1.32 AC LOT 2 0.78 AC 42.3'45.3'20.0' DRAINAGE AND UTILITY EASEMENT ACCESS EASEMENT DRAINAGE AND UTILITY EASEMENT10.0'CEDAR AND DODD RETAIL 3RD ADDITION ACCESS EASEMENT22.3'20.0'1.3'4.0'5.3'3.0'PREPARED FORPRELIMINARYPLATC101LAKEVILLE BANK& DAYCAREKAMI INC.LAKEVILLEMNDATE: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.MICHAEL C. BRANDT04/01/202242661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16083900404/01/2022AS SHOWNJFJZTRMCBPROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL LEGEND 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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Bank and Daycare\3 Design\CAD\PlanSheets\C1-Perliminary plat.dwg October 25, 2022 - 11:50am©BYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTION1ARCHITECTURAL COORDINATION 08/16/2022 ZTR2CITY COMMENTS 10/25/2022 ZTRNORTHEASEMENT LINE DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT LEGAL DESCRIPTION LOT 2 BLOCK 1 CEDAR AND DODD RETAIL ADDITION BUILDING DATA SUMMARY AREAS PROPOSED PROPERTY (BANK)0.78 AC BUILDING AREA (BANK)0.10 AC (7.8% OF TOTAL PROPERTY AREA) PROPOSED PROPERTY (DAYCARE)1.32 AC BUILDING AREA (DAYCARE)0.27 AC (20.46% OF TOTAL PROPERTY AREA) PARKING REQUIRED PARKING (BANK)23 SPACES @ 1 SPACE / 200 SF REQUIRED PARKING (DAYCARE - 164 STUDENTS) 41 SPACES @ 1 SPACE / 4 PERSONS TOTAL PARKING REQUIRED 64 SPACES PROPOSED PARKING (BANK)25 SPACES PROPOSED PARKING (DAYCARE) 35 SPACES W/ 6 DEFERRED PARKING SPACES TOTAL: 41 TOTAL PROPOSED PARKING 66 SPACES ADA STALLS REQ'D / PROVIDED (BANK)1 STALLS / 1 STALLS ADA STALLS REQ'D / PROVIDED (DAYCARE)2 STALLS / 2 STALLS PROPERTY SUMMARY LAKEVILLE BANK & DAYCARE TOTAL PROPERTY AREA 2.10 AC PROPOSED IMPERVIOUS AREA (BANK)0.46 AC PROPOSED PERVIOUS AREA (BANK)0.32 AC PROPOSED IMPERVIOUS AREA (DAYCARE)1.07 AC PROPOSED PERVIOUS AREA (DAYCARE)0.25 AC TOTAL PROPOSED IMPERVIOUS AREA 1.53 AC TOTAL PROPOSED PERVIOUS AREA 0.57 AC ZONING SUMMARY EXISTING ZONING C-3, GENERAL COMMERCIAL DISTRICT PROPOSED ZONING C-3, GENERAL COMMERCIAL DISTRICT PARKING SETBACKS SIDE/REAR = 5' ROAD = 15' BUILDING SETBACKS FRONT/STREET = 30' SIDE = 10' REAR = 10' Exhibit C Exhibit D ITEM 17ITEM 17ITEM 18PROPOSED DAYCARE ±11,900 SF FFE:1007.40 PROPOSED BANK ±4,450 SF FFE:1009.25 PLAYGROUND ±1,200 SF (BY OTHERS) PLAYGROUND ±700 SF (BY OTHERS)NO PARKINGNO PARKING24.0'18.0'(TYP)18.0'(TYP)9.0' (TYP)6.0'24.0'20.0'5.0'6.0'14.0' 24.0' 30.0'5.0'20.0'5.0'35.0'9.0'24.0'13.0'18.0'(TYP)9 . 0 ' ( T Y P ) 9.0' (TYP)18.0'(TYP)24.0'9.0 ' (TYP ) 18.0' (TYP ) 9.0' (TYP) 14.0'10.0'PROPOSED TRASH ENCLOSURE (REFER TO ARCHITECTURAL) 17 18 19 6 PROPOSED RETAINING WALL (BY OTHERS) EXISTING RETAINING WALL 40.0'EXISTING RETAINING WALL EXISTING RETAINING WALL 20.0' 7.1' 3.9' 4.7' 1 8 .6 ' 3.5' 3.5'5.0'64.8' 74.2' PROPOSED RETAINING WALL (BY OTHERS)3.0'5.0 ' A A A C C C E E F F G G Q Q L N N N N N N N C C D D C C H H I I K L L L R R P PO ON N O 5.0'5.0'PROPOSED TOY STORAGE ENCLOSURE (REFER TO ARCHITECTURAL) S S 5.0' 5.0' N I 4,090 SF FENCED IN AREA 2,945 SF FENCED IN AREA 18.0'6.5'5.0'20.0'20.0'2.0'A T T U T T J T T T A T A27.5'7.9' 7.0' 25.1' 56.7'48.6'2.0'10.8' 63.4'10.0'37.9' V 37.4' 4.5' 4.7' 97.8' 5.0' PROPOSED FRENCH DRAIN, SEE GRADING PLAN FOR DETAILS PROPOSED FRENCH DRAIN, SEE GRADING PLAN FOR DETAILS 25.8'3.0 ' SHARED MONUMENT SIGN SIGN ON RETAINING WALL 24.0' R50.0' R50.0' R3.0' R17.0' N C 2.2' 8.6' O P D D D W O 3.0'DEFERRED PARKING STALLS (TYP) 65.0'5.3'R10.0' R10.0' R5.0'R3.0'R3.0'R10.0' P O O N PREPARED FORSITE PLANC400LAKEVILLE BANK& DAYCAREKAMI INC.LAKEVILLEMNDATE: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.MICHAEL C. BRANDT04/01/202242661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16083900404/01/2022AS SHOWNJFJZTRMCBPROPOSED CURB AND GUTTER PROPERTY LINE CHAIN-LINK FENCE SETBACK LINE PROPOSED RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED PLAYGROUND (BY OTHERS) PROPOSED CONCRETE SIDEWALK LEGEND KEYNOTE LEGEND CONCRETE SIDEWALK 6" CONCRETE FILLED PIPE BOLLARD MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER CURB OPENING WITH 6' TRANSITION CURB ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING SYMBOL ACCESSIBLE ACCESS AISLE STRIPED WITH 4" SYSL @ 45° 2' O.C. STOP SIGN DO NOT ENTER SIGN LEFT TURN ONLY SIGN LEFT TURN ONLY PAVEMENT ARROW STRAIGHT PAVEMENT ARROW HEAVY DUTY CONCRETE PAVEMENT B612 CURB & GUTTER (TYP.) TRANSITION CURB FLAT CURB / SIDEWALK FLUSH WITH PAVEMENT COMMERCIAL DRIVEWAY APRON 48" HIGH BLACK VINYL-COATED CHAIN-LINK FENCE (SEE ARCH) 48" HIGH BLACK VINYL-COATED FENCE GATE (SEE ARCH) LIGHT POLE - REFER TO LIGHTING PLAN LARGE BLOCK MODULAR RETAINING WALL ONE WAY SIGN 3' CURB CUT A B C D E F G H I J K L M N O P Q R S T U V W 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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Bank and Daycare\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg October 25, 2022 - 11:52am©BYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTION1ARCHITECTURAL COORDINATION 08/16/2022 ZTR2CITY COMMENTS 10/25/2022 ZTR SITE 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 EGAN, FIELD, & NOWAK, INC., DATED 05/04/2022. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 2.1 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 ACRES OF WETLAND IMPACTS.NORTHDRAINAGE & UTILITY EASEMENT EASEMENT LINE BUILDING DATA SUMMARY AREAS PROPOSED PROPERTY (BANK)0.78 AC BUILDING AREA (BANK)0.10 AC (7.8% OF TOTAL PROPERTY AREA) PROPOSED PROPERTY (DAYCARE)1.32 AC BUILDING AREA (DAYCARE)0.27 AC (20.46% OF TOTAL PROPERTY AREA) PARKING REQUIRED PARKING (BANK)23 SPACES @ 1 SPACE / 200 SF REQUIRED PARKING (DAYCARE - 164 STUDENTS) 41 SPACES @ 1 SPACE / 4 PERSONS TOTAL PARKING REQUIRED 64 SPACES PROPOSED PARKING (BANK)25 SPACES PROPOSED PARKING (DAYCARE) 35 SPACES W/ 6 DEFERRED PARKING SPACES TOTAL: 41 TOTAL PROPOSED PARKING 66 SPACES ADA STALLS REQ'D / PROVIDED (BANK)1 STALLS / 1 STALLS ADA STALLS REQ'D / PROVIDED (DAYCARE)2 STALLS / 2 STALLS PROPERTY SUMMARY LAKEVILLE BANK & DAYCARE TOTAL PROPERTY AREA 2.10 AC PROPOSED IMPERVIOUS AREA (BANK)0.46 AC PROPOSED PERVIOUS AREA (BANK)0.32 AC PROPOSED IMPERVIOUS AREA (DAYCARE)1.07 AC PROPOSED PERVIOUS AREA (DAYCARE)0.25 AC TOTAL PROPOSED IMPERVIOUS AREA 1.53 AC TOTAL PROPOSED PERVIOUS AREA 0.57 AC ZONING SUMMARY EXISTING ZONING C-3, GENERAL COMMERCIAL DISTRICT PROPOSED ZONING C-3, GENERAL COMMERCIAL DISTRICT PARKING SETBACKS SIDE/REAR = 5' ROAD = 15' BUILDING SETBACKS FRONT/STREET = 30' SIDE = 10' REAR = 10' Exhibit E PROPOSED DAYCARE ±11,900 SF FFE:1007.40 PROPOSED BANK ±4,450 SF FFE:1009.25 PLAYGROUND ±1,200 SF (BY OTHERS) PLAYGROUND ±700 SF (BY OTHERS)NO PARKINGNO PARKING9.56%???7.5 6 %3.97%3.31%2 . 5 2% 5. 1 6 %2.23%1. 4 7 %0.58%9.30%7.46%5.07 % 6 . 0 3%1.11%3.27 % 2.55% 3 . 0 8%6.09%5 . 0 4% 2.60% 4.31% 2.93%1.35%2.48%2.95% 2.86 %3.98%3.17%1.32%3.19%2.55%99510009939949969979989991001995100099299399499699799899910011002100310049951000993994996997998999100110 0 7 1008 10121 0 1 1 101210151 0 1 1 1 0 1 2 1013101410001 0 0 5 99910011002100310041 0 0 6 1007 1008100934. 2 5 % 27.87% 35.22% 34.62% 29.83% 33.57%22.47%4 . 5 4% 3.54% 4.19%9.15% 22.89 %???2.48%2.07%7.39%10.82%21.24%10 0 0 1005 9991001 1002 1003 1004 1006 10 0 7 10071008100010059991001100210031004100610071010 1011 1012 10131013101310141014 1 0 0 9 100 5 10 0 5 10101010100 4 10 0 4 100 6 100710 0 7 1 0 0 81008100810 0 8 100910091010 10 1 0 100 9 10 0 9 1005100610071 0 0 8 10091009 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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Bank and Daycare\3 Design\CAD\PlanSheets\C3-EROS PH2 PLAN.dwg October 25, 2022 - 11:51amBYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTION1ARCHITECTURAL COORDINATION 08/16/2022 ZTR2CITY COMMENTS 10/25/2022 ZTRPREPARED FOREROSION &SEDIMENTCONTROL PLAN -PH 2C301LAKEVILLE BANK& DAYCAREKAMI INC.LAKEVILLEMNDATE: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.MICHAEL C. BRANDT04/01/202242661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16083900404/01/2022AS SHOWNJFJZTRMCBEROSION 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 SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET NORTHBMP QUANTITIES TABLE ROCK ENTRANCE (EA)1 SILT FENCE (LF)± 1,050 INLET PROTECTION (EA)11 PROPERTY SUMMARY LAKEVILLE BANK & DAYCARE TOTAL PROPERTY AREA 2.10 AC TOTAL DISTURBED AREA 1.82 AC EXISTING IMPERVIOUS AREA (WITHIN DISTURBED AREA)0.05 AC EXISTING PERVIOUS AREA (WITHIN DISTURBED AREA)1.80 AC PROPOSED IMPERVIOUS AREA (WITHIN DISTURBED AREA)1.44 AC PROPOSED PERVIOUS AREA (WITHIN DISTURBED AREA)0.38 AC Exhibit F 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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Bank and Daycare\3 Design\CAD\PlanSheets\C3-EROS DETAILS.dwg October 25, 2022 - 11:51amBYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTION1ARCHITECTURAL COORDINATION08/16/2022ZTR2CITY COMMENTS 10/25/2022ZTRPREPARED FOREROSION ANDSEDIMENTCONTROL DETAILSC302LAKEVILLE BANK& DAYCAREKAMI INC.LAKEVILLEMNDATE: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.MICHAEL C. BRANDT04/01/202242661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16083900404/01/2022AS SHOWNJFJZTRMCB ITEM 17ITEM 17ITEM 181000100510011002100310041006100710081010100910151 0 1 1 1 0 1 2 1 0 1 31014 10161011101210151011 10121013 1014 1014 10 1 41016 10 1 0 101510111 0 1 2 1013101499510009939949969979989991001100210031007PROPOSED DAYCARE ±11,900 SF FFE:1007.40 PROPOSED BANK ±4,450 SF FFE:1009.25 PLAYGROUND ±1,200 SF (BY OTHERS) PLAYGROUND ±700 SF (BY OTHERS)NO PARKINGNO PARKING4:15.44%1.41%1000 1005 100 1 1002 1003 1004 1006 1007 1 0 0 8 100 7 1007 1011 10101008100910111006.90 1006.86 1007.01 1007.46 1007.62 1007.87 T/G:1009.25 1008.75 1008.03 1008.18 1008.48 1008.01 1010.20 1009.95 1010.01 1010.35 1009.72 1009.37 1007.46 1007.66 1007.51 1007.25 1008.00 1008.751008.75 1009.17 1009.25 1009.25 1009.17 1008.71 1008.71 1008.90 1009.19 1009.25 1009.19 1009.251009.00 1007.08 1006.77 1006.83 1006.63 1006.70 1006.57 1005.61 999.70 999.63 1008.15 1007.67 1006.82 1007.33 1007.68 1008.51 ME:998.64 ME:998.59 ME:998.13 ME:1000.21 ME:1000.07 ME:1000.09 ME:1004.96 ME:1009.03 ME:1008.99 ME:1008.44 1008.05 1007.61 1006.83 1005.78 ME:1005.49 1007.35 1007.40 1007.40 1007.40 1007.40 1007.40 1006.90 1007.40 1007.401007.40 1007.32 1007.40 1007.31 FFE:1009.25 FFE:1009.25 FFE:1009.25 FFE:1007.40 FFE:1007.40 FFE:1007.40 FFE:1007.40 FFE:1007.40 FFE:1007.40 FFE:1007.40 FFE:1007.40 FFE:1007.40 FFE:1007.40 FFE:1007.40 EOF:1008.26 1008.25 1008.35 1008.881008.88 TW:1006.97 TW:1007.48 BW:1001.00 1009.31 LP:1007.50 LP:1006.30 LP:1005.95 LP:1005.95 EOF:1006.40 1008.51 1008.75 1008.751009.20 T/G:1009.15 T/G:1009.15 T/G:1007.20 T/G:1007.20 EOF:1006.40 G:1006.62 G:1008.54 G:1008.60 T:1007.11 T:1009.10 T:1009.10 TW:1007.59 1008.16 1006.44 1007.161007.11 1007.20 1007.82 1007.61 1007.56 1008.65 1009.05 1008.30 EOF:1006.47 1007.32 1007.32 1007.32 BW:1000.35 BW:1006.50 1007.98 1008.951009.13 1006.45 1006.43 1008.83 4.89%4.63%3.33%3.25%1.78%2.81%2.44%1.64%1.79%1.26%1.35%1.91%1.07%6.61%3.60%3 . 0 8%1.15% 2.30% 2.80% 2.75%1.50%1.50%4.27%4.36%3.48%2.57%2.92%2.58% 4.91%2.95% 1 . 3 7%1.86%1.12 %1.31%1.99%6.90%9.30%8.23%2.00%1.51%2 . 0 5% 2.38% 0.55 %1.24%0.63%2.10%2.40% 1.50%1.50%2.21%3.03%2.96%2.41%1.18%1.90 %10071.06%2.92%2.16%10081 0 0 9 1009.25 1008.75 1009.25 1009.25 1009.25 12.61%9.88% 21 . 8 8 % 12 . 7 5 % 25.04% 30.88% 27.41% 26.72% 31.21% 24.89% TW:1007.57 BW:1000.42 TW:1007.41 BW:1004.19 4.80%1.60%1.60%1 3 . 0 2%3.28% 1007.41 LP:1006.28 PROPOSED SWALE @ 2.00% MIN TW:1007.31 BW:1004.91 TW:1007.15 BW:1003.44 TW:1006.99 BW:1004.39 TW:1006.08 BW:1005.70 1006.90 1006.23 1007.41 1007.32 1007.04 1007.21 1007.35 1007.28 1007.32 1007.32 1006.87 1007.30 1007.45 1009.11 1009.08 1009.07 1008.95 1008.85 3.96%3.97%TW:1009.92 BW:1009.61 TW:1010.55 BW:1009.74 TW:1011.30 BW:1009.05 TW:1010.34 BW:1008.13 TW:1010.55 BW:1008.10 TW:1011.40 BW:1008.00 TW:1012.00 BW:1009.00 TW:1012.80 BW:1009.03 1009.05 ME:1005.52 1005.89 1005.84 TW:1009.13 BW:1008.47 TW:1009.34 BW:1008.25 1007.04 1006.98 1006.94 1006.71 1.62% 1006.68 1006.87 0.86%2.39% PROPOSED GRADE BREAK ADJUST RIM TO ELEVATION 1006.36 1006.49 1006.65 1006.79 1006.90 1007.001007.02 1007.08 1000.84 1006.68 1006.78 1006.52 1005.18 100710071006.89 1007.78 1007.20 1007.20 1007.07 1007.20 1007.00 1007.10 1009.00 1008.65 1008.84 1008.87 1006.40 T/G:1009.25 1008.75 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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Bank and Daycare\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg October 25, 2022 - 11:52am©BYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTION1ARCHITECTURAL COORDINATION 08/16/2022 ZTR2CITY COMMENTS 10/25/2022 ZTRPREPARED FORGRADING PLANC500LAKEVILLE BANK& DAYCAREKAMI INC.LAKEVILLEMNDATE: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.MICHAEL C. BRANDT04/01/202242661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16083900404/01/2022AS SHOWNJFJZTRMCBGRADING 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 NORTHExhibit G ITEM 17ITEM 17ITEM 18PROPOSED DAYCARE ±11,900 SF FFE:1007.40 PROPOSED BANK ±4,450 SF FFE:1009.25 PLAYGROUND ±1,200 SF (BY OTHERS) PLAYGROUND ±700 SF (BY OTHERS)NO PARKINGNO PARKINGCBMH-102 CBMH RE:1007.00 IE:999.93 S IE:999.95 NW IE:999.95 SW IE:999.95 SE IE:999.95 NE IE:1003.55 E IE:999.93 NE 60 LF - 18" HDPE @ 1.00% CBMH-103 CBMH RE:1007.00 IE:1000.53 S IE:1000.60 NW IE:1000.60 SW IE:1000.60 NE IE:1000.60 SE IE:1000.53 N 45 LF - 18" HDPE @ 1.00% CBMH-104 CBMH RE:1007.00 IE:1002.31 S IE:1000.99 SW IE:1001.25 N IE:1001.25 E IE:1001.25 S IE:1001.25 W IE:1000.98 N 59 LF - 12" HDPE @ 2.00% CB-105 CB 24"X36" RE:1007.49 IE:1003.90 SE IE:1003.85 SW IE:1003.49 N CB-106 CB 24"X36" RE:1007.50 IE:1004.60 SW IE:1004.60 S IE:1004.60 NW IE:1004.50 NW 85 LF - 24" HDPE @ 3.00% CONNECT TO EXISTING CATCH BASIN AT IE:992.69 CBMH-101 CBMH RE:1007.95 IE:1000.76 SE IE:999.33 SW IE:1000.00 SE IE:1000.00 SW IE:997.73 NW 60 LF - 18" HDPE @ 1.00% 136 LF - 12" HDPE @ 2.75% 10 0 0 1005 1001 1002 1003 1004 1 0 0 6 100 7 10 0 8 10081 0 0 8 100 9 1 0 0 9 1010101110071007 1007 1008 53 LF - 12" HDPE @ 2.00% ST-9 CBMH RE:1006.68 IE:1002.11 W IE:1001.99 NW IE:1001.80 SW IE:1001.80 SE IE:1002.04 NE 42 LF - 12" HDPE @ 2.00% ST-8 CBMH RE:1006.28 IE:1003.10 SE IE:1003.10 SW IE:1002.95 E ST-11 CB 24"X36" RE:1002.66 IE:995.18 SE IE:995.20 W IE:995.20 S IE:995.18 NW ST-12 ROOF DRAIN CONNECTION SEE MEP PLANS FOR CONTINUATION IE:1002.32 SE 16 LF - 8" SCH 40 PVC @ 2.00% 10 LF 6" DRAIN TILE (TYP) 10 LF 6" DRAIN TILE (TYP)10 LF 6" DRAIN TILE (TYP) 10 LF 6" DRAIN TILE (TYP) 10 LF 6" DRAIN TILE (TYP) 20 LF 6" DRAIN TILE (TYP) 10 LF 6" DRAIN TILE (TYP) 10 LF 6" DRAIN TILE (TYP) 10 LF 6" DRAIN TILE (TYP) PROPOSED FRENCH DRAIN PROPOSED FRENCH DRAIN 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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Bank and Daycare\3 Design\CAD\PlanSheets\C5-STORM SEWER PLAN.dwg October 25, 2022 - 11:53am©BYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTION1ARCHITECTURAL COORDINATION 08/16/2022 ZTR2CITY COMMENTS 10/25/2022 ZTRPREPARED FORSTORM SEWERPLANC501LAKEVILLE BANK& DAYCAREKAMI INC.LAKEVILLEMNDATE: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.MICHAEL C. BRANDT04/01/202242661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16083900404/01/2022AS SHOWNJFJZTRMCBGRADING 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 MANHOLE (SOLID CASTING) PROPOSED STORM SEWER PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND PROPOSED SANITARY SEWER PROPOSED WATERMAIN CO PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D NORTHExhibit H PROPOSED DAYCARE ±11,900 SF FFE:1007.40 PROPOSED BANK ±4,450 SF FFE:1009.25 PLAYGROUND ±1,200 SF (BY OTHERS) PLAYGROUND ±700 SF (BY OTHERS)NO PARKINGNO PARKINGCONNECT TO EXISTING 6" WATER STUB WITH 6"-45° BEND 6" COMBINED WATER SERVICE 6" COMBINE WATER SERVICE HYDRANT (2) 6" VALVES 6" TEE 6" C-900 WATER SERVICE 6" 45° BEND 6" TEE 6" VALVE CONNECT TO EXISTING WATER SERVICE WITH 6" 45° BEND 6" 45° BEND 6" 45° BEND CO SANITARY SERVICE CONNECTION IE:1001.25 W 6 LF - 4" PVC @ 1.75% 94 LF - 4" PVC @ 1.75% 65 LF - 6" PVC @ 1.00% 42 LF - 4" PVC @ 1.00% SANITARY SERVICE CONNECTION IE:999.40 S CONNECT TO EXISTING 6" SANITARY SERVICE AT IE:998.39 E SSMH-01 RE:1007.52 IE:999.50 NE IE:999.48 W WATERMAIN CROSSING MAINTAIN 1.5' MIN VERTICAL DISTANCE WATERMAIN CROSSING MAINTAIN 1.5' MIN VERTICAL DISTANCE 6" C-900 WATER SERVICE PIPE CROSSING C-STRM IE:1002.99 C-SSWR IE:1000.79 CLEARANCE IS 2.21' 6" C-900 WATERMAIN CLEANOUT RE:1008.12 IE:1001.14 E IE:1001.14 SW WATERMAIN CROSSING MAINTAIN 1.5' MIN VERTICAL DISTANCE 6" TEE 6" VALVE 33 LF - 6" PVC @ 1.00% 6" 45° BEND 6" VALVE 6" 45° BEND SS-7 RE:1007.44 IE:998.98 N IE:998.83 E IE:998.71 W PIPE CROSSING C-STRM IE:1002.58 C-SSWR IE: 999.72 CLEARANCE IS 2.86' 6" 11.25° BEND WATERMAIN CROSSING MAINTAIN 1.5' MIN VERTICAL DISTANCE 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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Bank and Daycare\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg October 25, 2022 - 11:53amBYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTION1ARCHITECTURAL COORDINATION 08/16/2022 ZTR2CITY COMMENTS 10/25/2022 ZTRPREPARED FORUTILITY PLANC600LAKEVILLE BANK& DAYCAREKAMI INC.LAKEVILLEMNDATE: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.MICHAEL C. BRANDT04/01/202242661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16083900404/01/2022AS SHOWNJFJZTRMCBUTILITY 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 STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED NORTHExhibit I 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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Bank and Daycare\3 Design\CAD\PlanSheets\C6-UTILITY DETAILS.dwg October 25, 2022 - 11:54amBYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTION1ARCHITECTURAL COORDINATION08/16/2022ZTR2CITY COMMENTS 10/25/2022ZTRPREPARED FORUTILITY DETAILSC601LAKEVILLE BANK& DAYCAREKAMI INC.LAKEVILLEMNDATE: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.MICHAEL C. BRANDT04/01/202242661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16083900404/01/2022AS SHOWNJFJZTRMCBBLOCK RETAINING WALL (BY OTHERS) WASHED GRAVEL 6" DRAIN TILE6"6" LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SITE LIGHTING - SEE ELECTRICAL PLANS EXISTING LANDSCAPE TO REMAIN (TYP.) FENCE - OWNER TO CONFIRM TYPE AND HEIGHT (TYP.) ROCK MULCH (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) A B C D PRIVA T E D RI V E PROPOSED DAYCARE ±11,900 SF FFE:1007.40 PROPOSED BANK ±4,450 SF FFE:1009.25 PLAYGROUND ±1,200 SF (BY OTHERS) PLAYGROUND ±700 SF (BY OTHERS)NO PARKINGNO PARKING2 - BHS 1 - HCK 2 - IHL 1 - HCK 3 - BHS 3 - ALS 18 - AJS 1 - SGM 2 - PFC 3 - SGJ 6 - ESH 7 - KFG 2 - SGM 4 - TAU 6 - KFG 22 - DAY 4 - WLC 6 - KFG 5 - WLC 4 - WLC 6 - KFG 5 - WLC 6 - KFG 5 - WLC 3 - ESH 35 - DAY 5 - KFG 4 - TAU22 - DAY 4 - TAU 11 - DAY 6 - KFG 5 - WLC 5 - TAU 5 - KFG 6 - KFG 11 - DAY 4 - BLC 4 - BLC 6 - KFG 7 - WLC 6 - KFG 1 - HCK 4 - KFG 3 - KFG 24 - PDS 8 - GLS 10 - DAY 18 - PDS 37 - DAY 4 - KFG 5 - RBC 3 - ESH 5 - RBC 4 - KFG 3 - ESH 10 - WLC 12 - KFG 17 - PDS 3 - DPB 5 - WLC 6 - KFG 6 - WLC 6 - KFG 5 - WLC 13 - DAY 4 - DAY 31 - DAY 7 - WLC 16 - BES PROPOSED FENCE (SEE ARCH) PROPOSED RETAINING WALL PROPOSED FENCE (SEE ARCH) EXISTING RETAINING WALL PROPOSED RETAINING WALL (BY OTHERS) EXISTING RETAINING WALL EXISTING RETAINING WALL EXISTING RETAINING WALL B B B B D D D D D D D C D A A B A B B D A AB B B A C A AA C B B A CONIFEROUS TREE CODE QTY BOTANICAL NAME COMMON NAME BHS 5 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME ALS 3 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE`AUTUMN BRILLANCE SERVICEBERRY CLUMP DPB 3 BETULA PLATYPHYLLA `FARGO`DAKOTA PINNACLE BIRCH PFC 2 MALUS X `PRAIRIFIRE`PRAIRIFIRE CRAB APPLE OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME HCK 3 CELTIS OCCIDENTALIS COMMON HACKBERRY IHL 2 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`IMPERIAL HONEYLOCUST SGM 3 ACER X FREEMANII `SIENNA`SIENNA GLEN MAPLE CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SGJ 3 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER TAU 17 TAXUS X MEDIA `TAUNTONII`TAUTON YEW DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME BLC 8 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRY ESH 18 HYDRANGEA MACROPHYLLA 'ENDLESS SUMMER' TMENDLESS SUMMER HYDRANGEA GLS 8 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME AJS 18 SEDUM X `AUTUMN JOY`AUTUMN JOY SEDUM BES 16 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN DAY 196 HEMEROCALLIS X `APRICOT SPARKLES`APRICOT SPARKLES DAYLILY KFG 104 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS PDS 59 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED RBC 10 ECHINACEA PURPUREA `RUBY STAR`RUBY STAR CONEFLOWER WLC 68 NEPETA X FAASSENII `WALKERS LOW`WALKERS LOW CATMINT PLANT SCHEDULE 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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Bank and Daycare\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.dwg October 25, 2022 - 11:54amBYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTION1ARCHITECTURAL COORDINATION 08/16/2022 ZTR2CITY COMMENTS 10/25/2022 ZTRPREPARED FORLANDSCAPE PLANL100LAKEVILLE BANK& DAYCAREKAMI INC.LAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.MITCHELL G. COOKAS, PLA04/01/202256522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16083900404/01/2022AS SHOWNCFKCFKMGCROOF OVERHANG REQUIRED LANDSCAPE: DECORATIVE MULCH AND / OR FOUNDATION PLANTINGS ROOF OVERHANG PROVIDED LANDSCAPE: DECORATIVE MULCH AND / OR FOUNDATION PLANTINGS PERIMETER TREES REQUIRED:DECIDUOUS TREES NOT MORE THAN 40' APART CONIFEROUS TREES NOT MORE THAN 15' APART PERIMETER TREES PROVIDED:SEE PLAN *CONIFEROUS TREES MAY REPLACE SOME DECIDUOUS TREES TO PROVIDE YEAR AROUND SCREENING INTERIOR LANDSCAPE AREA REQUIRED:834 SF = 20,860 SF OFF STREET PARKING AREA / 100) * 5 INTERIOR LANDSCAPE AREA PROVIDED:1,486 SF *MINIMUM DIMENSION OF LANDSCAPE AREA IS NINE (9) FEET IN ANY DIRECTION, MEASURED FROM BACK OF CURB. MINIMUM LANDSCAPE AREA IS ONE HUNDRED SIXTY (160) SQUARE FEET. LANDSCAPING SHALL BE SETBACK 2' FROM PARKING STALLS. LANDSCAPE SUMMARY NORTHExhibit J CONIFEROUS TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE BHS 5 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B 8` HT. ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE ALS 3 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE`AUTUMN BRILLANCE SERVICEBERRY CLUMPB & B 8` HT. DPB 3 BETULA PLATYPHYLLA `FARGO`DAKOTA PINNACLE BIRCH B & B 2" CAL. PFC 2 MALUS X `PRAIRIFIRE`PRAIRIFIRE CRAB APPLE B & B 2.5" CAL. OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE HCK 3 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2.5" CAL. IHL 2 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`IMPERIAL HONEYLOCUST B & B 2.5" CAL. SGM 3 ACER X FREEMANII `SIENNA`SIENNA GLEN MAPLE B & B 2.5" CAL. CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SGJ 3 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT.5` O.C. TAU 17 TAXUS X MEDIA `TAUNTONII`TAUTON YEW #5 CONT.5` O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING BLC 8 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRY #5 CONT.4` O.C. ESH 18 HYDRANGEA MACROPHYLLA 'ENDLESS SUMMER' TMENDLESS SUMMER HYDRANGEA #5 CONT.4` O.C. GLS 8 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT.4` O.C. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING AJS 18 SEDUM X `AUTUMN JOY`AUTUMN JOY SEDUM #1 CONT 18" o.c. BES 16 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN #1 CONT 18" o.c. DAY 196 HEMEROCALLIS X `APRICOT SPARKLES`APRICOT SPARKLES DAYLILY #1 CONT.15" o.c. KFG 104 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS #1 CONT 30" o.c. PDS 59 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT 24" o.c. RBC 10 ECHINACEA PURPUREA `RUBY STAR`RUBY STAR CONEFLOWER #1 CONT 20" o.c. WLC 68 NEPETA X FAASSENII `WALKERS LOW`WALKERS LOW CATMINT #1 CONT 30" o.c. PLANT SCHEDULE 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 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Bank and Daycare\3 Design\CAD\PlanSheets\L1-LANDSCAPE DETAILS.dwg October 25, 2022 - 11:55amBYREVISIONSNo.DATEISSUED FOR PERMIT - NOT FOR CONSTRUCTION1ARCHITECTURAL COORDINATION08/16/2022ZTR2CITY COMMENTS 10/25/2022ZTRPREPARED FORLANDSCAPEDETAILSL101LAKEVILLE BANK& DAYCAREKAMI INC.LAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.MITCHELL COOKAS04/01/2022----DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16083900404/01/2022AS SHOWNXXXXXXXXXDOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL ON CENTER SPACING AS STATED ON PLAN. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1012 MULCH 3/16" X 5" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 5" STEEL EDGER4'MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1013 1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR, OR APPROVED EQUAL. ROCK MULCH TO BE RIVER ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18.EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN SENSOR AND APPROPRIATE TECHNOLOGY. 21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24.MAINTAIN TREES, SHRUBS, AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 45 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. 25.SEE ELECTRICAL PLANS FOR SITE LIGHTING. 26.OWNER AND ARCHITECT TO CONFIRM SITE FURNISHINGS SUCH AS BENCHES, TABLES AND CHAIRS, AND TRASH/RECYCLING RECEPTACLES. LANDSCAPE NOTES PAGE 1 OF 1Date:1/23/2022Scale: AS NOTEDRevisions# Date CommentsChecked By: JILLDrawn By: JILL BJORNBERG LCGENERAL 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 ONWORKPLANE OR FLOOR DEPENDING ON SPACE ACTIVITY.DAYCARE / BANK SITE PLANLAKEVILLE, MNLuminaire ScheduleSymbolQtyLabelArrangementLLFCalculation SummaryLabelCalcTypeUnitsDescriptionAvgMaxMinAvg/MinMax/MinCALC POINT GROUNDIlluminanceFc0.88Arr. WattsLum. Lumens18.20.0N.A.N.A.OVERALL SITE HARDSCAPE2AASingle0.900GARDCO ECF-S-48L-900-NW-G2-AR-4-BZ ON 20FT POLE 3FT BASE135.1184404DDSingle0.900LIGHTOLIER Z4RDL20835WOCDZ10U MOUNTED IN CANOPIES2018686BBSingle0.900GARDCO ECF-S-32L-1_2A-NW-G2-BLC MOUNTED ON 20FT POLE 3FT BASE119.7985108229FFSingle0.900STONCO PW30-NW-G1-8 MOUNTED @ 9FT30309015CCSingle0.900STONCO LPW-32-70-NW-G3-4- MOUNTED AT 14FT64.68139IlluminanceFc3.1012.00.74.4317.14PARKING LOT AIlluminanceFc3.338.01.81.854.44PARKING LOT BIlluminanceFc2.957.00.93.287.78PLAYGROUNDIlluminanceFc3.637.31.42.595.21Plan ViewScale: 1 inch= 30 Ft.COCOCOCOCOCOCO0.81ACRES0.84ACRES±0.84 AC.OUTLOT A PRO POSED DAYCA RE ±11,900 SF PRO POSED BANK ±5,000 SF PRO POSED PLAYGRO UN D ±1,200 SF PRO POSED PLAYGRO UN D ±700 SF CO CO CO CO CO CO CO CO CO 8 9 CSAH 9 (DODD BOULEVARD) PRIVATE DRIVENO PARKINGNO PARKINGCCCCCCCCCCCCCCCCFFFFFFFFFFFFFFCCCCBBBBBBFFFFDDDDBBDDDDBBBBAAAACCCCCCCCCC0.0 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 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0.00.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 3.6 4.2 3.0 2.2 1.8 1.6 1.5 1.7 2.0 2.7 3.7 4.7 3.3 4.0 4.7 4.6 4.4 3.8 3.4 3.7 4.7 5.1 0.4 0.2 0.1 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 0.2 0.8 3.0 4.8 4.8 4.0 3.1 2.4 2.0 1.8 1.6 1.8 2.2 3.1 4.3 5.6 3.5 3.6 5.4 5.6 4.6 3.8 3.3 3.5 4.3 5.3 2.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.1 0.4 1.0 1.9 3.1 3.9 3.9 3.5 3.1 2.6 2.3 1.9 1.7 1.8 2.2 3.1 4.0 5.1 4.5 1.5 1.8 2.8 3.3 3.2 3.0 3.2 3.6 4.2 3.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.3 0.6 1.2 1.9 2.7 3.5 4.2 4.3 3.4 2.8 2.5 2.0 1.8 1.8 2.1 2.7 3.5 4.2 4.0 1.8 2.5 2.9 1.1 1.4 2.2 2.7 3.0 3.1 2.8 1.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.3 0.6 1.1 1.8 2.7 4.0 5.9 6.5 4.4 2.2 2.3 2.5 2.1 1.9 2.0 2.3 2.9 3.4 3.7 2.7 8.60.5 2.2 2.8 2.9 2.7 2.3 1.6 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.2 0.5 0.8 1.5 2.3 3.8 7.1 8.33.6 3.7 3.0 2.2 2.0 2.1 2.6 3.3 4.1 4.53.0 4.0 3.7 2.8 2.2 1.7 0.9 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.1 0.1 0.3 0.4 0.7 1.16.9 4.6 2.7 2.1 2.0 2.4 3.2 5.0 7.47.1 5.1 3.3 2.6 2.0 1.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.1 0.1 0.2 0.1 0.16.9 4.5 3.3 2.4 2.1 2.2 3.0 5.2 8.8 10.65.6 4.0 3.1 2.5 2.0 0.9 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 0.1 0.1 0.0 0.04.2 3.7 2.8 2.1 2.1 2.6 4.2 7.2 10.99.1 4.9 3.8 3.2 3.0 2.3 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 0.1 0.34.9 3.7 2.3 1.9 2.1 3.1 5.9 7.911.8 6.2 4.7 3.8 3.9 4.3 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 0.1 1.37.8 4.7 2.7 2.0 1.8 2.4 3.8 4.6 3.78.6 6.0 4.2 4.2 5.1 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.2 1.5 12.46.5 4.4 3.2 2.2 1.8 2.1 3.0 4.0 4.69.9 7.0 4.4 4.1 4.8 3.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.6 5.54.6 4.0 2.7 2.0 1.9 2.6 4.2 6.4 6.610.6 7.7 4.7 3.8 3.8 3.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.2 1.8 4.06.0 3.9 2.3 1.9 2.4 4.0 8.0 11.56.6 4.5 3.3 2.8 2.1 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.4 0.37.9 4.8 2.8 2.0 2.1 3.2 6.4 10.0 10.04.6 4.8 3.7 2.7 2.0 1.4 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.2 0.8 8.06.6 4.9 3.4 2.2 1.9 2.8 4.8 7.1 7.812.0 3.2 3.2 2.6 1.9 1.3 0.9 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.3 0.9 6.36.4 4.3 2.4 2.0 2.5 3.6 4.7 5.6 8.6 10.4 7.1 3.2 2.1 1.4 1.0 0.8 0.6 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.2 0.5 1.0 2.8 9.58.3 4.8 2.8 2.3 2.5 3.0 3.6 4.1 4.5 4.8 4.8 2.5 0.4 0.3 0.4 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.3 0.6 1.3 3.0 11.53.9 3.1 2.5 2.4 2.6 3.0 3.6 4.5 4.4 0.4 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.3 0.7 1.4 3.1 6.110.3 8.7 2.5 3.0 2.8 2.6 2.4 2.2 2.3 2.4 1.3 0.1 0.1 0.0 0.0 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 0.1 0.2 0.6 1.2 3.1 6.1 7.01.2 1.2 2.8 2.5 1.7 2.4 2.8 2.7 2.3 1.8 1.2 0.3 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 0.00.0 0.0 0.0 0.1 0.2 0.5 1.0 2.0 3.1 3.518.2 9.5 4.6 1.6 1.4 1.7 1.9 2.3 3.0 3.6 3.3 2.1 0.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.3 0.7 1.7 3.4 5.4 7.3 6.8 4.1 2.7 2.1 1.9 1.9 2.4 3.2 4.3 4.7 2.7 0.2 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 0.1 0.2 0.6 1.4 2.4 3.6 4.3 4.0 3.2 2.7 2.3 2.1 2.1 2.5 3.5 4.0 0.3 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 0.1 0.1 0.4 1.0 1.9 2.4 2.5 2.6 2.6 2.5 2.3 2.0 1.8 1.9 1.0 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 0.1 0.1 0.4 0.9 1.5 1.9 2.2 2.5 2.8 2.9 2.5 1.8 1.1 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.2 0.5 1.0 1.4 1.8 2.4 3.1 3.8 3.8 2.5 0.9 0.2 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 0.0 0.00.0 0.0 0.0 0.0 0.1 0.3 0.6 1.0 1.4 1.9 2.9 4.1 4.8 3.0 0.2 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 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.3 0.5 0.8 1.2 1.8 2.7 3.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.9 1.1 0.7 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.0 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 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 0.0 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 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 0.0 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 0.0 0.0 0.0 0.00.5 fc0.5 fc1 fc1 fcPARKING LOT AIlluminance (Fc)Average = 3.33Maximum = 8.0Minimum = 1.8Avg/Min Ratio = 1.85Max/Min Ratio = 4.44PARKING LOT BIlluminance (Fc)Average = 2.95Maximum = 7.0Minimum = 0.9Avg/Min Ratio = 3.28Max/Min Ratio = 7.78OVERALL SITE HARDSCAPEIlluminance (Fc)Average = 3.10Maximum = 12.0Minimum = 0.7Avg/Min Ratio = 4.43Max/Min Ratio = 17.14PLAYGROUNDIlluminance (Fc)Average = 3.63Maximum = 7.3Minimum = 1.4Avg/Min Ratio = 2.59Max/Min Ratio = 5.21Exhibit K SIGNAGES I G N A G ETHIN BRICK: ENDICOTT BRICKCLOR: MANGANESE IRON SPOTCULTURED STONE: CORONADO FRENCH LIMESTONECOLOR: SILVER ASH SMOOTH WITH 6" SPLITSFIBER CEMENT PANEL: HARDI PLANK SIDINGCOLOR: PEARL GRAY SMOOTHMETAL ACCENT: UNA CLAD ALUMINUM COMPOSITE PANELCOLOR: DARK BRONZECULTURED STONE SILL: CORONADO STONE LIMESTONECOLOR: SILVER ASH SMOOTHMETAL CORNICE: FIRESTONE CLAD PANELCOLOR: DARK BRONZEANODIZED ALUMINUM STORE FRONT WALL SYSTEMCOLOR: DARK BRONZEALUMINUM TRELLIS: CEDAR STAINEDCOLOR CEDAR CLEAR STAINEXTERIOR FINISH SCHEDULEEXTERIOR FINISH CALCULATIONBRICK 2,524 SF 23%ARTIFICIAL STONE 2,398 SF 22%WINDOWS/DOORS 2,235 SF20%TOTAL 7,157 SF 65%FIBER CEMENT EXTERIOR SIDING 3,274 SF 30%OPAQUE PANELS 483 SF 5%TOTAL 10,914 SF 100% DATE REVISIONS#PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF . CERTIFICATION THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF AMCON CONSTUCTION CO. AND MAY NOT BE USED OR REPRODUCED WITHOUT PRIOR WRITTEN CONSENT. AMCON CONST. CO. All rights reserved10678954321 DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 5565 BLAINE AVENUE INVER GROVE HEIGHTS, MINNESOTA 55076 PHONE: 651-379-9090 FAX: 651-379-9091PRELIMINARY/NOT FORCONSTRUCTIONPERMIT/BID SETCONSTRUCTION SETAS-BUILT SETNOT TO SCALEDRAWN BY: ©1112131418014ARCHITECT MINNESOTA --BRICK REVISION #1 10.20.22HL 2022 DATEPRELIMINARYELEVATIONS7 FEB 2022EAST ELEVATIONNORTH ELEVATIONSCALE: 3/16" = 1'-0"SCALE: 3/16" = 1'-0"TRASH ENCLOSURESCALE: 3/16" = 1'-0"Exhibit L EXTERIOR FINISH SCHEDULEEXTERIOR FINISH CALCULATIONBRICK 2,161 SF21%ARTIFICIAL STONE 2,398 SF23%FIBER CEMENT EXTERIOR SIDING 3,094 SF30%OPAQUE PANELS 591 SF 5%WINDOWS/DOORS 2,235 SF21%THIN BRICK: ENDICOTT BRICKCLOR: MANGANESE IRON SPOTCULTURED STONE: CORONADO FRENCH LIMESTONECOLOR: SILVER ASH SMOOTH WITH 6" SPLITSFIBER CEMENT PANEL: HARDI PLANK SIDINGCOLOR: PEARL GRAY SMOOTHMETAL ACCENT: UNA CLAD ALUMINUM COMPOSITE PANELCOLOR: DARK BRONZECULTURED STONE SILL: CORONADO STONE LIMESTONECOLOR: SILVER ASH SMOOTHMETAL CORNICE: FIRESTONE CLAD PANELCOLOR: DARK BRONZEANODIZED ALUMINUM STORE FRONT WALL SYSTEMCOLOR: DARK BRONZEALUMINUM TRELLIS: CEDAR STAINEDCOLOR CEDAR CLEAR STAINDATE REVISIONS#PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF . CERTIFICATION THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF AMCON CONSTUCTION CO. AND MAY NOT BE USED OR REPRODUCED WITHOUT PRIOR WRITTEN CONSENT. AMCON CONST. CO. All rights reserved10678954321 DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 5565 BLAINE AVENUE INVER GROVE HEIGHTS, MINNESOTA 55076 PHONE: 651-379-9090 FAX: 651-379-9091PRELIMINARY/NOT FORCONSTRUCTIONPERMIT/BID SETCONSTRUCTION SETAS-BUILT SETNOT TO SCALEDRAWN BY: ©1112131418014ARCHITECT MINNESOTA -- HL 2022 DATEPRELIMINARYELEVATIONS7 FEB 2022WEST ELEVATIONSOUTH ELEVATIONSCALE: 3/16" = 1'-0"SCALE: 3/16" = 1'-0" DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING6121 BAKER ROADMINNETONKA, MINNESOTA 55345PHONE: 651-379-9090 FAX: 651-379-9091©FLOOR PLAN SCALE: 1/8" = 1'-0" MIRCOREFRIG 60" x 36" TBL ELECT. PANELSFIRE SPRINKLERWATERHEATER TALL CABINETTALL CABINET72" x 32"d FOOD CNTR72" INFNT CHNG TBL72" INFNT CHNG TBL72" x 32"d FOOD CNTRStackableW / DCUBBIESCUBBIES CRIB RM 180 SF 12 Cribs CRIB RM 180 SF 12 Cribs CAR SEAT SHLVS40" x 48"STROLLER PARKING90" Tot Clssrm Cntr48" Tall Cabinet 90" Tot Clssrm Cntr48" Tall Cabinet90" Tot Chng Tbl72" Tot Clssrm CntrWORK COUNTERCUBBIES CUBBIESCUBBIES90" Tot Chng Tbl90" Tot Chng Tbl48" Tall Cabinet102" Classroom Cntr Roll Up Coiling Dr 9'-0" w x 7'-0"h WALL HOOKS WALL HOOKS72" Tot Clssrm Cntr 48" Tall Cabinet WORK COUNTERCUBBIESCUBBIES 90" Tot Chng Tbl 72" Tot Clssrm Cntr48" Tall CabinetCUBBIESNEW DAY CARE 11,900 G.S.F. 164 CHILDREN TOILET 49 sf COT CLST 13 SF TOILET 49 sf WORK COUNTER 90" Tot Clssrm Cntr90" Tot Chng Tbl TOILET49 sf COT CLST13 SF TOILET49 sf90" Tot Clssrm Cntr90" Tot Chng TblWORK COUNTER WORK COUNTER Exhibit M 4321ABCTHIN BRICK: ENICOTTCOLOR: MED. IRON SPOT #77 OR AUTUMN SANDSCULTURED STONE: CORONADO STONECOLOR: FRENCH LIMESTONE SILVER ASHE.F.I.S. #1: STOCOLOR: GRAY #31416E.F.I.S. #2: STOCOLOR: GRAY #37300CULTURED STONE SILL: CORONADO STONECOLOR: FRENCH LIMESTONE SILVER ASHMETAL CORNICECOLOR: BLACKANODIZED ALUMINUM WINDOW/CURTAIN WALLSYSTEMCOLOR: DARK BRONZEMECHANICAL LOUVERCOLOR: MATCH ADJACENT MATERIALALUMINUM CANOPYCOLOR: MATCH METAL CORNICEHOLLOW METAL DOORCOLOR: PAINT TO MATCH BRICKEXTERIOR FINISH SCHEDULEEXTERIOR FINISH CALCULATIONBRICK 2,104 SF 30%CULTURED STONE 822 SF 12%E.F.I.S. 1,561 SF 22%METAL PANEL 891 SF 13%WINDOWS/DOORS 1,745 SF 24% DATE REVISIONS#PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF . CERTIFICATION THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF AMCON CONSTUCTION CO. AND MAY NOT BE USED OR REPRODUCED WITHOUT PRIOR WRITTEN CONSENT. AMCON CONST. CO. All rights reserved10678954321 DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 5565 BLAINE AVENUE INVER GROVE HEIGHTS, MINNESOTA 55076 PHONE: 651-379-9090 FAX: 651-379-9091PRELIMINARY/NOT FORCONSTRUCTIONPERMIT/BID SETCONSTRUCTION SETAS-BUILT SETNOT TO SCALEDRAWN BY: ©1112131418014ARCHITECT MINNESOTA -- HL 2022 DATEPRELIMINARYELEVATIONS7 FEB 2022EAST ELEVATIONNORTH ELEVATIONSCALE: 3/16" = 1'-0"SCALE: 3/16" = 1'-0"Exhibit N 4321ABCEXTERIOR FINISH SCHEDULEEXTERIOR FINISH CALCULATIONBRICK 2,104 SF30%CULTURED STONE 822 SF12%E.F.I.S. 1,561 SF22%METAL PANEL 891 SF13%WINDOWS/DOORS 1,745 SF24%THIN BRICK: ENICOTTCOLOR: MED. IRON SPOT #77 OR AUTUMN SANDSCULTURED STONE: CORONADO STONECOLOR: FRENCH LIMESTONE SILVER ASHE.F.I.S. #1: STOCOLOR: GRAY #31416E.F.I.S. #2: STOCOLOR: GRAY #37300CULTURED STONE SILL: CORONADO STONECOLOR: FRENCH LIMESTONE SILVER ASHMETAL CORNICECOLOR: BLACKANODIZED ALUMINUM WINDOW/CURTAIN WALLSYSTEMCOLOR: DARK BRONZEMECHANICAL LOUVERCOLOR: MATCH ADJACENT MATERIALALUMINUM CANOPYCOLOR: MATCH METAL CORNICEHOLLOW METAL DOORCOLOR: PAINT TO MATCH BRICKDATE REVISIONS#PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF . CERTIFICATION THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF AMCON CONSTUCTION CO. AND MAY NOT BE USED OR REPRODUCED WITHOUT PRIOR WRITTEN CONSENT. AMCON CONST. CO. All rights reserved10678954321 DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 5565 BLAINE AVENUE INVER GROVE HEIGHTS, MINNESOTA 55076 PHONE: 651-379-9090 FAX: 651-379-9091PRELIMINARY/NOT FORCONSTRUCTIONPERMIT/BID SETCONSTRUCTION SETAS-BUILT SETNOT TO SCALEDRAWN BY: ©1112131418014ARCHITECT MINNESOTA -- HL 2022 DATEPRELIMINARYELEVATIONS7 FEB 2022WEST ELEVATIONSOUTH ELEVATIONSCALE: 3/16" = 1'-0"SCALE: 3/16" = 1'-0" 4321ABCDATE REVISIONS#PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED UNDER THE LAWS OF THE STATE OF . CERTIFICATION THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF AMCON CONSTUCTION CO. AND MAY NOT BE USED OR REPRODUCED WITHOUT PRIOR WRITTEN CONSENT. AMCON CONST. CO. All rights reserved10678954321 DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING 5565 BLAINE AVENUE INVER GROVE HEIGHTS, MINNESOTA 55076 PHONE: 651-379-9090 FAX: 651-379-9091PRELIMINARY/NOT FORCONSTRUCTIONPERMIT/BID SETCONSTRUCTION SETAS-BUILT SETNOT TO SCALEDRAWN BY: ©1112131418014ARCHITECT MINNESOTA -- HL 2022 DATEPRELIMINARYFLOOR PLAN7 FEB 2022FLOOR PLANSCALE: 3/16" = 1'-0"Exhibit O Dakota County Surveyor’s Office Western Service Center 14955 Galaxie Avenue Apple Valley, MN 55124 952.891 -7087 Fax 952.891 -7127 www.co.dakota.mn.us March 4, 2022 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: CEDAR AND DODD RETAIL 3RD ADDITION The Dakota County Plat Commission met on March 2, 2022, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 9 (Dodd Blvd.) and is therefore subject to the Dakota County Contiguous Plat Ordinance. This is a replat of Lot 2, Block 1, CEDAR AND DODD RETAIL ADDITION to split into two commercial lots (Bank and Daycare). No changes to the existing right of way. Access to the site will be from Glacier Way via CSAH 9 (Dodd Blvd). Restricted access is shown along all of CSAH 9 per CROSSROADS 1ST ADDITION. The Plat Commission has approved the preliminary and final plat, provided that the described conditions are met, and will recommend approval to the County Board of Commissioners on March 22, 2022. Traffic volumes on CSAH 9 are 11,900 ADT and are anticipated to be 14,700 ADT by the year 2040. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Please contact Gordon McConnell regarding permitting questions at (952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, Todd B. Tollefson Secretary, Plat Commission c: Bruce Hillier and Wayde Johnson, Amcon Exhibit P 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA C and D 3.67 LLC IN CARE OF KAMI, INC CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On November 17, 2022 the Lakeville Planning Commission met at it’s regularly scheduled meeting to consider the application of C and D 3.67 LLC in care of KAMI, Inc for a conditional use permit to allow the construction of a daycare facility in the C-3, General Commercial District and for a platted lot without frontage and access directly onto an abutting public street on property located on Lot 1, Block 1, Cedar and Dodd Retail 3rd Addition. 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 property is located in Planning District No. 5 of the 2040 Comprehensive Land Use Plan, which guides the property for commercial land uses. 2. The property is currently zoned C-3, General Commercial District 3. The current legal description of the property is Lot 2, Block 1, Cedar and Dodd Retail Addition. 4. The proposed legal description of the property is Lot 1, Block 1, Cedar and Dodd Retail 3rd Addition. 5. Section 11-4-3E 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 daycare facility is consistent with the recommendations of the 2040 Comprehensive Land Use Plan for commercial uses in District 5. The proposed lot without frontage and access directly onto an abutting public street has access onto a private drive that provides access to public streets for this lot and other lots in the Cedar and Dodd Retail development. 2 b. The proposed use is or will be compatible with present and future land uses of the area. Finding: The proposed daycare facility will be compatible with other commercial properties in the vicinity. The proposed platted lot meets the lot requirements of the C-3, General Commercial District with relation to size and lot width. c. The proposed use conforms with all performance standards contained in the Zoning Ordinance. Finding: The proposed daycare facility complies with the requirements of Chapter 31, Daycare Facilities, and Chapter 73, C-3, General Commercial District of the Zoning Ordinance. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The subject property lies within the current MUSA. The property is served with public sanitary sewer and water. The proposed daycare facility use will have no adverse impact on the City’s service capacity. e. Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: The proposed daycare facility will not overburden the streets serving the property. 5. The planning report dated November 10, 2022 prepared by Associate Planner Kris Jenson and Community Development Director Tina Goodroad 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 Associate Planner Kris Jenson and Community Development Director Tina Goodroad dated November 10, 2022. DATED: November 10, 2022 LAKEVILLE PLANNING COMMISSION BY: _________________________ Jeff Witte, Chair 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 Tina Goodroad, Community Development Director Date: November 9, 2022 Subject: Cedar and Dodd Retail 3rd Addition • Preliminary and Final Plat Review • Site Plan Review • Grading and Erosion Control Plan Review • Utility Plan Review BBAACCKKGGRROOUUNNDD KAMI, Inc. has submitted a preliminary and final plat named Cedar and Dodd Retail 3rd Addition, and site plans to construct a day care (Lot 1) and bank (Lot 2). This is a replat of Lot 2, Block 1, Cedar and Dodd Retail Addition approved by the City Council at their September 17, 2018 meeting. The proposed development is located east of Cedar Avenue (CSAH 23), northwest of and adjacent to Dodd Boulevard (CSAH 9), and south of Glacier Way. The parent parcel consists of Lot 2, Block 1, Cedar and Dodd Retail Addition zoned C-3, General Commercial District (PID Nos. 221658000020). The preliminary and final plats consists of two lots within one block on 2.1 acres. The proposed development will be completed by: CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL 33RRDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT NNOOVVEEMMBBEERR 99,, 22002222 PPAAGGEE 22 OOFF 66 Developer: KAMI, Inc. Engineer/Surveyor: Kimley-Horn/EFN, Inc. SSIITTEE CCOONNDDIITTIIOONNSS The existing site was mass graded with the Cedar and Dodd Retail development improvements. An existing overhead transmission line is located along the south side of the parcel within a private easement. Existing utility service stubs were extended to the property with construction of the private roadway east of the parcel with the Cedar and Dodd Retail Addition final plat improvements. Several privately owned and maintained retaining walls were constructed on the site in conjunction with the mass grading. EEAASSEEMMEENNTTSS Several existing easements exist on the parent parcels. The following easements will be vacated with the final plat: • Drainage and utility easement in favor of City of Lakeville per the Cedar and Dodd Retail Addition final plat The following easements will remain with development: • Transmission line easement per Doc. Nos. 1513638 and 2290088 • Stormwater management/best management practice facilities easement agreement per Doc. No. 3286885 SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Dodd Boulevard (CSAH 9) Cedar and Dodd Retail 3rd Addition is located northwest of and adjacent to Dodd Boulevard. Dodd Boulevard is currently under the jurisdiction of Dakota County, and is identified in the City’s Transportation Plan as a major collector. Dodd Boulevard will ultimately be turned-backed to the City following the completion of the programmed improvements. The current Dakota County Plat Review Needs Map indicates a 75-foot-wide half right-of-way requirement and designates this roadway as a future four-lane divided urban roadway along the entire length of the plat. No additional right-of-way dedication is required with the final plat. Private Roadway A privately owned and maintained roadway is located along the east property line traveling between Glacier Way and Dodd Boulevard adjacent to the parent parcel. The private roadway provides a 3/4 access at the Dodd Boulevard (CSAH 9) and Glasgow Avenue intersection. CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL 33RRDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT NNOOVVEEMMBBEERR 99,, 22002222 PPAAGGEE 33 OOFF 66 SSIITTEE PPLLAANN The development of Cedar and Dodd Retail 3rd Addition includes the construction of a daycare on Lot 1, Block 1 and a bank a Lot 2, Block 1 along with utilities, retaining walls and associated parking. Access to the site will be from two driveway entrances connecting to the interior private roadway. The northern most access will be for egress only. The driveway designs must include commercial concrete driveway aprons, stop signs and stop bars. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility, and building construction shall be from a single rock construction entrance on the privately owned and maintained roadway within the site between Glacier Way and Dodd Boulevard as shown on the Erosion Control Plan. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS The Park Dedication requirement for the parent parcel has been paid and will not be required with the final plat. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Cedar and Dodd Retail 3rd Addition is located within subdistrict NC-20490 of the North Creek sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed via existing sanitary sewer to the Empire Treatment Facility. The downstream facilities have sufficient capacity to serve the proposed commercial development. Six-inch privately owned and maintained sanitary sewer will be extended from an existing sanitary sewer service to provide service to the proposed buildings. The Developer shall establish a shared maintenance agreement for the private sanitary sewer prior to recording the final plat. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and shall be collected with the Building Permit Application. The Sanitary Sewer Availability Charge will be calculated at the rate in effect at the time of approval of the Building Permit Application, as determined by the City’s Building Official. CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL 33RRDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT NNOOVVEEMMBBEERR 99,, 22002222 PPAAGGEE 44 OOFF 66 WWAATTEERRMMAAIINN An eight-inch privately owned and maintained water service will be extended from a private eight-inch water service to provide service to the proposed buildings. The Developer shall establish a shared maintenance agreement for the private watermain prior to recording the final plat. Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City staff with the building permit applications and final construction plans. OOVVEERRHHEEAADD LLIINNEESS Overhead transmission utility lines and poles are located on the southern plat boundary. Consistent with the City’s Public Ways and Property Ordinance, the transmission lines are not required to be removed with the development improvements. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Cedar and Dodd Retail 3rd Addition is located within subdistrict NC-34 of the North Creek stormwater district and FO-3 of the Farmington stormwater district as identified in the City’s Water Resources Management Plan. A privately owned and maintained stormwater management basin was constructed north of the parent parcel with the Cedar and Dodd Retail Addition final plat improvements designed to treat the stormwater runoff from Lot 2, Block 1, Cedar and Dodd Retail Addition. The Developer shall be assigned to the existing private maintenance agreement for the basin prior to recording the final plat. 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 Certificate of Occupancies will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. Cedar and Dodd Retail 3rd Addition 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 CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL 33RRDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT NNOOVVEEMMBBEERR 99,, 22002222 PPAAGGEE 55 OOFF 66 Development of Cedar and Dodd Retail 3rd Addition includes the construction of a private storm sewer system. Private storm sewer constructed within the lots will convey runoff to the existing privately owned and maintained stormwater management basin constructed with the Cedar and Dodd Retail Addition final plat improvements. The Trunk Storm Sewer Area Charge has been collected and will not be required to be paid with the final plat. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the building permit application and final construction plans. RREETTAAIINNIINNGG WWAALLLLSS Development of Cedar and Dodd Retail 3rd Addition includes the removal and construction of privately owned and maintained retaining walls, to be located within drainage and utility easements and that cross property lines within the subdivision. Retaining walls over 4-feet in height shall be designed by a registered engineer and require a separate building permit. The Developer shall enter into an encroachment and maintenance agreement for the retaining walls prior to recording the final plat. FEMA FLOODPLAIN ANALYSIS Cedar and Dodd Retail 3rd Addition is located within areas shown on the Flood Insurance Rate Map (FIRM) as Zone X, as determined by FEMA. Based on this designation, no areas within the plat are located within a Special Flood Hazard Area (SFHA). WWEETTLLAANNDDSS There are no wetlands on the site. TTRREEEE PPRREESSEERRVVAATTIIOONN There are no significant trees located on the site. EERROOSSIIOONN CCOONNTTRROOLL The plans include a detailed erosion and sediment control plan. The Developer is responsible for meeting all the requirements of the MPCA Construction Permit. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL 33RRDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT NNOOVVEEMMBBEERR 99,, 22002222 PPAAGGEE 66 OOFF 66 maintained by the Developer. A preconstruction meeting shall be held with the City prior to starting any grading. RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the preliminary and final plat, conditional use permit, site plan, grading and erosion control plan, and utility plan for Cedar and Dodd Retail 3rd Addition, subject to the requirements and stipulations within this report.