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HomeMy WebLinkAboutCEDAR & DODD RETAIL ADDITION PRE PLAT1 | Page City of Lakeville Planning Department Memorandum To Planning Commission From: Kris Jenson, Associate Planner Date: June 22, 2017 Subject: Packet Material for the June 29, 2017 Planning Commission Meeting Agenda Item: 1) Cedar and Dodd Retail Addition Preliminary and Final Plat 2) Conditional Use Permit to allow: a) Convenience food use with a drive-through window b) Motor vehicle fuel sales 3) Vacation of a roadway, drainage, and utility easement Application Action Deadline: Preliminary Plat (Sept 12, 2017) INTRODUCTION Hy-Vee, Inc. has submitted applications for a preliminary and final plat, conditional use permit, and easement vacation for development of the 15.8 acre site located east of Cedar Avenue (CSAH 23), north of Dodd Boulevard (CSAH 9), and south of Glacier Way. The proposal includes a preliminary plat of four commercial lots and one outlot, a final plat of two commercial lots and two outlots, a CUP for Lot 1, Block 1 for a gas station convenience store and a coffee shop drive-through, and the vacation of a roadway, drainage, and utility easement. A Hy-Vee gas and convenience store and a two-story medical office building are proposed to be constructed on the site with the remaining area available for future development. The plans have been reviewed by the Engineering Division and the Parks and Recreation Department. EXHIBITS A. Aerial Photo B. Zoning Map C. Preliminary Plat 2 | Page D. Final Plat E. ALTA Survey F. Site Plans (3 pages) G. Grading Plans (3 Pages) H. Stormwater Management Plans (3 Pages) I. Utility Plans (3 pages) J. Landscape Plans (3 Pages) K. Photometric Plan L. Hy-Vee Elevations (2 Pages) M. Hy-Vee Floor Plan N. Medical Office Building Elevations (2 Pages) O. Easement Vacation map P. Dakota County Plat Commission Letter Surrounding Land Uses and Zoning: North – Glacier Way, Valley Christian Church (RS-3), Cedar Valley townhomes (PUD). South – Dodd Boulevard (CSAH 9), Crossroads of Lakeville shopping center (PUD). East – Dodd Boulevard (CSAH 9), Christian Brothers Automotive (under construction) Subway, KinderCare (PUD). West – Cedar Avenue, Kwik Trip and undeveloped land (C-3). STAFF ANALYSIS PRELIMINARY AND FINAL PLAT Comprehensive Plan. The subject property is guided Commercial in the 2008 Comprehensive Land Use Plan and is in Planning District No. 3. The proposed commercial use of the property is consistent with the 2030 Land Use Plan and District 3 recommendations. Zoning. The property is zoned C-3, General Commercial District, which allows retail, office, service and other commercial uses such as motor vehicle fuel sales and convenience restaurants by conditional use permit as specifically outlined in the C-3 District. Lots/Blocks. The Cedar and Dodd Retail Addition preliminary plat consists of four lots and one outlot totaling 15.8 acres. Each of the proposed lots exceed the minimum required lot area of 20,000 square feet and minimum required lot width of 150 feet. The final plat consists of two lots and two outlots. Lot 1 is proposed to be 3.91 acres (170,319 sq. ft.) and Lot 2 is proposed to be 4.47 acres (194,713 sq. ft.) Grading, Drainage, Erosion Control and Utilities. Grading, drainage, erosion control, and utility plans have been submitted with the Cedar and Dodd Retail Addition preliminary and final plat. A stormwater pond will be constructed within Outlot A to serve the stormwater management needs of the public ROW. Additional ponds will be located on Lots 1 and 2 to provide stormwater management of the commercial development. Outlot A will be deeded to the City with the final plat. Utilities will be extended to the site from Glacier Way. 3 | Page Grading, drainage, erosion control, and utility issues are addressed in the engineering review memo prepared by Alex Jordan, Sr. Project Engineer and Mac Cafferty, Environmental Resources Manager dated June 22, 2017. A copy of the engineering report is attached for your review. The Engineering Division recommends approval of the Cedar and Dodd Retail Addition preliminary plat and easement vacation subject to the comments outlined in the engineering report. Streets. The plat of Cedar and Dodd Retail Addition has frontage on Cedar Avenue, Dodd Boulevard, and Glacier Way. Cedar Avenue is designated as a minor arterial and Dodd Boulevard and Glacier Way are designated as major collectors in the City’s Transportation Plan. Cedar Avenue (CSAH 23) and Dodd Boulevard (CSAH 9) are also both county roads. Access to the property is proposed to be via a private drive with intersections at Glacier Way and Dodd Boulevard. The access at Dodd Boulevard lines up with Glasgow Avenue, southeast of the site. The developer is working with Dakota County on plans for a median that will restrict the Glasgow Avenue intersection with Dodd Boulevard to a three-quarters access, meaning traffic on Dodd Boulevard will be able to make a left turn from Dodd Boulevard to Glasgow Avenue but traffic from the Cedar and Dodd Retail Addition and Crossroads developments will only be able to make a right turn onto Dodd Boulevard. Additional information regarding the proposed access restriction is included in the engineering memo. A future traffic signal is planned at the intersection of Glacier Way and Dodd Boulevard (CSAH 9). Consistent with the approval of the Crossroads development on the southeast side of Dodd Boulevard, the developer will be required to contribute towards the cost of the traffic signal. This amount is estimated to be $75,000, which must be submitted prior to the City’s release of the final plat mylars. Additional information regarding the proposed traffic signal is included in the engineering memo. The Dakota County Plat Commission recommended approval of the preliminary plat at their May 30, 2017 meeting. Wetlands. There are three wetlands located within the Cedar and Dodd Retail Addition preliminary and final plat and all will be mitigated. Additional information regarding the wetlands is included in the engineering memo. Tree Preservation. There are no significant trees on the site to be developed. With the Cedar Avenue BRT improvements in 2011-2012, Dakota County installed a trail and trees within an easement on the west side of the site, which will be dedicated as Cedar Avenue ROW with the final plat. Park Dedication. Cedar and Dodd Retail Addition will be subject to the commercial park dedication fee since the Parks, Trails and Open Space Plan does not identify need for park land in the vicinity of this preliminary and final plat. The commercial rate for park dedication is $7,693 per acre which results in a total park dedication cash fee of $64,467.34 for the 8.38 acres of the final plat, excluding Outlots A and B. Outlot B will be subject to park dedication fees at the time of final plat into a lot and block. 4 | Page CONDITIONAL USE PERMIT A conditional use permit is required for the proposed development to allow: 1) a convenience food use with a drive-through, and 2) motor vehicle fuel sales. The ordinance includes review criteria for each of these conditional uses, a number of which are the same. This memo will review the criteria common to both uses first and address the other criteria of each use thereafter. Architectural Standards. As part of the conditional use permit application, a color illustration of all building elevations must be submitted. Exhibit L shows the proposed elevations for the motor fuel/convenience food building, including colors and materials. Exterior materials calculations for the cumulative total of the building must be submitted showing compliance with the requirements of Section 11-17-9 of the Zoning Ordinance. The architectural appearance, scale, and functional plan of the building and canopy/site shall be complementary and compatible with each other and the existing buildings in the neighborhood setting. The one-story building uses brick, glass, and other materials and will be compatible with other commercial buildings in the area. The plans must be revised to show brick, not thin brick, in compliance with Zoning Ordinance requirements. All sides of the principal and accessory structures are to have essentially the same or a coordinated harmonious finish treatment pursuant to section 11-17-9 of this title. All sides of the proposed building exterior have a coordinated harmonious finish treatment. Exterior wall treatments like brick, stone (natural or artificial), decorative concrete block and stucco shall be used. The proposed exterior materials include two different colors of brick. Earth tone colors of exterior materials including canopy columns shall be required. “earth tone colors” shall be defined as any various soft colors like those found in nature in soil, vegetation, etc. Such colors are limited to brown, black, grey, tan, beige, soft green, soft blue, or white. The proposed materials colors are various shades of brown, in compliance of the Zoning Ordinance. Ten percent (10%) of the building façade may contain contrasting colors. Contrasting colors shall be those colors not identified as earth tones. The canopy may have contrasting color bands or accent lines not to exceed an accumulative width of four inches (4”). The color bands shall not be illuminated. There are no contrasting colors proposed for the principal building. The gas canopy includes a contrasting red stripe that is six inches in width. The plans must be revised to reduce the width of the red stripe to four inches or eliminate it from the canopy. 5 | Page Landscaping. At least 25% of the lot, parcel, or tract of land shall remain as a grass plot, including trees, shrubbery, plantings or fencing and shall be landscaped. Required minimum green area should be emphasized in the front and side yards abutting street or residential property. The green space area for Lot 1 will be 34% of the 3.9 acre site in compliance with Zoning Ordinance requirements. Prior to City Council consideration of the final plat, landscape screening must be added around the transformer pad east of the drive-through lane. Along the side and rear property lines, an area not less than 5 feet wide shall be landscaped in compliance with the Zoning Ordinance. All property boundaries include at least a five foot wide landscaped area. Along all road rights of way, an area of not less than 15 feet wide shall be landscaped in compliance with the Zoning Ordinance. Not less than 15 feet of landscaped area is located next to all public rights of way. Where lots abut residentially zoned property, a buffer yard of not less than 20 feet wide shall be landscaped and screened in compliance with the Zoning Ordinance. There are no residentially zoned properties directly adjacent to the subject property. The property owner shall be responsible for maintenance of all landscaping, including within the boulevard. This is a requirement of all commercial properties in the city. Dust Control and Drainage. The entire site other than taken up by a building, structure, or plantings shall be surfaced with asphalt, concrete, cobblestone or paving brick. Plans for surfacing and drainage shall be subject the approval of the city engineer. Drainage from all fueling areas shall be directed to an oil/grit separator. Minimum design standards for the oil/grit separator shall include the following: 1. A minimum of 400 cubic feet of permanent pool storage capacity per acre of drainage area. 2. A minimum pool depth of 4 feet. 3. A minimum oil containment capacity of 800 gallons. 4. Minimum maintenance/inspection of 2 times per year and/or after measurable spill events. A measurable spill shall be defined by the Minnesota Pollution Control Agency (MPCA). Any measurable spill event must be reported to the MPCA. This requirement will be a stipulation of the conditional use permit. Exterior Lighting. The lighting shall be accomplished in such a way as to have no direct source of light visible from adjacent land in residential use or from the public right of way and shall be in compliance with section 11-16-17 of the Zoning Ordinance. A comprehensive lighting plan shall be submitted as part of the conditional use permit application, and shall be subject to the following performance standards: 6 | Page Canopy Lighting shall only be permitted under the canopy structure and consist of canister spotlights recessed into the canopy. No portion of the light source or fixture may extend below the bottom face of the canopy. Total canopy illumination below the canopy may not exceed 155 foot-candles at ground level. The canopy elevation plans do not indicate lighting fixtures that extend below the bottom face of the canopy. The light levels under the canopy do not exceed 115 foot-candles in compliance with the Zoning Ordinance. Perimeter lighting of the site and building shall be directed downward, and individual lights shall not exceed 15 foot-candles at ground level. A Photometric Plan (Exhibit K) has been submitted with the conditional use permit application. Exterior lighting must comply with Zoning Ordinance requirements and will be verified by staff with the building permit application. Maximum site illumination shall not exceed one foot-candle at ground level when measured at any boundary line with adjoining public property. Exterior lighting compliance with Zoning Ordinance requirements and will be verified with the building permit application. Lighting of entire facades of the principal building shall only utilize illuminating devices mounted on top and facing downward onto the structure. Accessory structures, including the canopy fascia, shall not be illuminated. At this time, the building elevation plans do not indicate any exterior lighting. Should lighting be added to the building, it must be downward facing to comply with the Zoning Ordinance. Access. Vehicular access points shall create a minimum of conflict with through traffic movement and shall comply with chapter 19 of the Zoning Ordinance. Lot 1 will have access from Glacier Way as well as two access points along the private drive. The access drive locations provide multiple access points to the front and sides of the building as well as the coffee shop drive-through, in compliance with the Zoning Ordinance. Circulation and Loading. The site design must accommodate adequate turning radius and vertical clearance for a semitrailer truck. Designated loading areas must be exclusive of off street parking stalls and drive aisles. A site plan must be provided to illustrate adequate turning radius, using appropriate engineering templates. A site plan for Lot 1 with truck turning radii has been submitted and reviewed by the Engineering Division. The site plan illustrates the truck turning radius template used to demonstrate the vehicle movement within the property. Parking. Parking spaces shall be calculated solely based upon the use and the square footage of the principal building. The 8,700 square foot building requires a minimum of 56 parking spaces. A 10% reduction in the gross floor area is permitted to account for hallways, bathrooms, etc. Parking requirements were calculated as follows: 7 | Page Coffee shop space: 1240 sq. ft. – 124 sq. ft. = 1116 sq. ft. / 50 = 22.32 = 22 spaces. C-Store space: 7640 sq. ft. – 764 sq. ft. = 6714 sq. ft. / 200 = 33.57 = 34 spaces. A total of 56 spaces are proposed on site. All spaces and drive aisles meet the size and dimension requirements of the Zoning Ordinance. Parking spaces shall be screened from abutting residential properties in compliance with the Zoning Ordinance. There are no residential properties that directly abut the subject property. Pedestrian Traffic. An internal site pedestrian circulation system shall be defined and appropriate provisions made to protect such areas from encroachments by parked cars or moving vehicles. In front of the principal structure, the pedestrian sidewalk must be a minimum of 5 feet wide and clear of any obstacle or impediment. The pedestrian sidewalk may be reduced to a minimum of 3 feet wide and clear of any obstacle or impediment when segregated from parking or drive aisles by a physical barrier that prevents vehicles from overhanging the pedestrian sidewalk. A 5-foot-wide sidewalk connects the building to the sidewalk along Glacier Way as well as the parking area north of the building, in compliance with the Zoning Ordinance. A continuous and permanent concrete curb not less than 6 inches above grade shall separate internal sidewalks for pedestrian traffic from motor vehicles, pursuant to the provisions of subsection 11-19-7I of the Zoning Ordinance. There is a barrier curb between the parking at the front and side of the proposed building, except for that area providing handicap accessibility, in compliance with the Zoning Ordinance requirements. Noise. Public address system shall not be audible at any property line. Play of music or advertisement from the public address system is prohibited. Noise control shall be required as regulated in Section 11-16-25 of the Zoning Ordinance. Compliance with this requirement will be monitored as part of the City’s zoning enforcement process. Signs. A comprehensive sign plan must be submitted as a part of a conditional use permit application. All signing and informational or visual communication devises shall be minimized and shall be in compliance with the Zoning Ordinance. Sign information has been submitted with the plans. A monument sign with gas prices and space for the business names is proposed, along with signs on the building. No signage is proposed on the canopy. Two monument sign locations are identified on the site plan, but the Zoning Ordinance only allows one sign per lot. All signs shall meet Zoning Ordinance requirements and a sign permit must be issued by the Planning Department prior to the installation of any signage. 8 | Page Convenience Restaurants - Additional Conditional Use Permit Review Criteria Hours. The hours of operation shall be limited to 5:00 AM to 11:00 PM, unless extended by the City Council as part of the conditional use permit. The applicant has not requested that the hours of operation be extended for the convenience restaurant use. Any proposed change to the hours of operation beyond those specified shall require an amendment to the conditional use permit. Drive-Through Windows. Service windows shall be allowed if the following additional criteria are satisfied. Not less than 180 feet of segregated automobile stacking lane must be provided for the service window. The site plan indicates that there will be 228 feet of stacking space for the service window, in compliance with the Zoning Ordinance. The stacking lane and its access must be designed to control traffic in a manner to protect pedestrians, buildings and green area on the site. The drive-through lane location minimizes conflict with pedestrians, the building, and green space, in compliance with the Zoning Ordinance. No part of the public street or boulevard may be used for stacking of automobiles. The entire drive-through lane is located on the lot and does not use the public street or boulevard for stacking, in compliance with the Zoning Ordinance. Signs. In addition to the sign information provided above, convenience restaurants have the following additional review criteria: In addition to the freestanding sign allowed by the Zoning Ordinance (shared with the gas station/convenience store), convenience food uses may display menu signs related to drive-through facilities provided that: Not more than 2 menu signs per drive-through are allowed. One menu board location has been identified on the site plan. The menu signs shall be single-sided with an area not to exceed 50 square feet. Specific designs for the menu board have not yet been submitted but will be required to meet Zoning Ordinance requirements. The height of the menu signs shall not exceed 8 feet including its base or pole measured from grade to the top of the structure. Specific designs for the menu board have not yet been submitted but will be required to meet Zoning Ordinance requirements. The menu sign(s) shall not encroach into any principal building setback and shall be located directly adjacent to the drive-through aisle and oriented in such a manner so that the sign provides information to the drive-through patrons only and does not provide supplemental advertising to pass-by traffic and does not impair site visibility or obstruct circulation. 9 | Page The proposed menu board location exceeds the principal building setback, is a minimum of 30 feet from the private drive which limits the visibility to pass-by traffic on the private drive, and does not impair site visibility or obstruct circulation, in compliance with the Zoning Ordinance. Motor Vehicle Fuel Sales - Additional Conditional Use Permit Review Criteria District Application. Convenience stores with motor vehicle fuel sales and automatic car wash facilities are allowed in the C-3 District as a conditional use. The standards and requirements for motor fuel sales are in addition to those which are imposed for other uses and activities occurring on the property. Motor Fuel Facilities. Motor fuel facilities shall be installed in accordance with state and city standards. Additionally, adequate space shall be provided to access fuel pumps and allow maneuverability around the pumps. Underground fuel storage tanks are to be positioned to allow adequate access by motor fuel transports and unloading operations which do not conflict with circulation, access and other activities on the site. Fuel pumps shall be installed on pump islands. The site plan provides for adequate access by motor fuel transports, delivery and customer vehicles. The underground fuel storage tanks are located near the southwest side of the property and can be easily accessed by motor fuel delivery transports and will not interfere with on-site traffic circulation. The fuel pumps will be constructed such that they meet the minimum 24-foot- wide curb-to-curb island separation. Area. A minimum lot area of one and one-fourth (11/4) acres and minimum lot frontage of one hundred fifty feet (150'). If the canopy is attached to the principal structure, the minimum lot size may be reduced to one acre. The city council may exempt previously developed or previously platted property from this requirement provided that the site is capable of adequately and safely handling all activities and required facilities. The property is 3.9 acres in area with a minimum lot width of 300 feet, in compliance with the Zoning Ordinance. Hours. Hours of operation shall be limited within the respective zoning district, unless extended by the city council as part of the conditional use permit. The C-3 District requires no limited hours of operation except as may be required by the city council. Restricted hours of operation are not proposed as part of this conditional use permit. Canopy. A protective canopy structure may be located over the pump island(s), as an accessory structure. The canopy shall meet the following performance standards: The edge of the canopy shall be twenty feet (20') or more from the front and/or side lot line, provided that adequate visibility both on site and off site is maintained. The edge of the canopy is more than 20 feet from the front and side lot lines in compliance with Zoning Ordinance requirements. The canopy shall not exceed eighteen feet (18') in height and must provide fourteen feet (14') of clearance to accommodate a semitrailer truck passing underneath. 10 | Page The canopy elevation plans must be revised to show compliance with this requirement. The canopy fascia shall not exceed three feet (3') in vertical height. The canopy elevation plans must be revised to show compliance with this requirement. Canopy lighting shall consist of canister spotlights recessed into the canopy. No portion of the light source or fixture may extend below the bottom face of the canopy. Total canopy illumination may not exceed one hundred fifteen (115) foot-candles below the canopy at ground level. The fascia of the canopy shall not be illuminated. The canopy lighting will be recessed into the canopy with no portion of the recessed lighting extending below the bottom face of the canopy. The maximum illumination below the canopy will be at or less than 50 foot-candles in compliance with Zoning Ordinance requirements. The fascia of the canopy shall not be illuminated. The architectural design, colors, and character of the canopy shall be consistent with the principal building on the site. The canopy elevation plans must be revised to show a four inch wide accent band on the face or the accent band must be removed from the canopy. In addition, the plans must be revised to show canopy columns faced with brick, not thin brick. The proposed canopy is complementary and compatible with the building and designed in compliance with Zoning Ordinance requirements. Signage may be allowed on a detached canopy in lieu of wall signage on the principal structure, provided that the individual canopy sign does not exceed more than twenty percent (20%) of the canopy facade facing a public right of way. There are no signs proposed on the canopy face. The canopy fascia shall not be illuminated, except for permitted canopy signage. The canopy will not be lighted, in compliance with the Zoning Ordinance. Canopy posts/signposts shall not obstruct traffic or the safe operation of the gas pumps. The canopy posts will not obstruct traffic or the safe operation of the gas pumps. Pump Islands. Pump islands must comply with the following performance standards: Pump islands must be elevated six inches (6") above the traveled surface of the site. Pump islands will be constructed on raised curbs at least six inches above the traveled surface of the site. All pump islands must be set at least 30 feet back from any property line. Additionally, the setback between the pump islands curb face must be at least 24 feet. The pumps islands will be set back greater than 30 feet to any property line and each pump island will be separated by more than 24 feet. Outside Sales and Service. Outside sales and service shall be allowed on a limited basis, provided that: 11 | Page Site Plan: Areas Designated: Areas for outdoor sales and services shall be clearly indicated on the site plan and reviewed at the time of application for a conditional use permit. No outdoor sales or services shall be allowed outside of those areas so designated on the approved site plan without approval of an amended conditional use permit. The Lot 1 site plan identifies outdoor sales areas in front of the building as allowed by the Zoning Ordinance. Nonconformance: Outdoor sales and services that do not conform to the specific performance standards of this section shall be defined as nonconforming uses regulated by the Zoning Ordinance. This requirement does not apply to this site. Conditional Use Permit: Outdoor sales and services may be further restricted or prohibited as a term in a conditional use permit. Outdoor sales and services shall remain in compliance with Zoning Ordinance requirements at all times. Location. Except as regulated by subsection O4a of this section, outdoor sales and services shall be located upon a concrete or asphalt surface adjacent to the principal building and shall not encroach into any required principal building setback, required parking stall, drive aisle, or pedestrian sidewalk required by subsection M of this section, or otherwise impede vehicle and pedestrian circulation. The proposed outdoor sales areas in front of the building meet this requirement. Uses. Outdoor services shall be limited to the following uses: Public phones, compressed air service or automobile vacuum areas may encroach into a required yard as long as they do not interrupt on site traffic circulation, do not occupy required parking stalls, and are not located in a yard abutting residentially zoned property. Specific locations for these uses are not identified on the site plan at this time. If these outdoor services are included at the site they must be in compliance with Zoning Ordinance requirements. Propane sales limited to twenty (20) pound capacity tanks may be located outside provided the propane tanks are secured in a locker and meet all state uniform building and fire codes. This will be a stipulation of the conditional use permit. Freezers for ice products may only be located at the front of the building subject to the area and location requirements of subsections O2 and O3 of this section, or when used for storage purposes only shall be located in a side or rear yard and screened from view from adjacent properties or the public right of way with materials consistent with the principal building. This will be a stipulation of the conditional use permit. 12 | Page Litter Control. The operation shall be responsible for litter control on the subject property, which is to occur on a daily basis. Trash receptacles must be provided at a convenient location on site to facilitate litter control. Compliance with this requirement will be monitored as part of the City’s zoning enforcement process. Prepared Food. Convenience/deli food is of the takeout type only and that no provision for seating, consumption on the premises, or drive-through facilities is provided. Furthermore, that the enclosed area devoted to such activity, use and merchandise shall not exceed 15% of the gross floor area. Based on the submitted floor plan, the area shown for convenience/deli food for takeout is less than 15% of the gross floor area. The storage, preparation and serving of food items are subject to approval based upon the applicable state and county regulations. SITE PLAN REVIEW Section 11-73-3 of the Zoning Ordinance allows office uses in the C-3, General Commercial District as a permitted use. The following is a review of the site plan submitted with the preliminary and final plat based on Zoning and Subdivision Ordinance requirements: Landscaping/Screening. The landscape plan for Lot 2 proposes a mix of deciduous and ornamental trees as well as numerous perennial and ground cover plants. The proposed landscape materials meet the requirements of the Zoning Ordinance for size and species of plant materials as guided by the Corridor and Gateway Design Guidelines. The landscaped areas of the property are required to be irrigated in compliance with Zoning Ordinance requirements. A financial security shall be submitted with the City Council’s approval of the final plat to guarantee installation of the landscaping over the entire area of Lots 1 and 2, Block 1. Parking/Circulation. Access to the medical office building site will be from a single driveway access onto the private drive. The location of this access was determined by the existing and proposed topography of the property, which limits the site to that single access. The medical office building requires a minimum of 198 parking spaces and the developer proposes 235 parking spaces on Lot 2. The proposed building is 44,000 square feet and a 10 percent floor area credit for restrooms, closets and mechanical equipment space is permitted. The number and design of the parking spaces and drive aisles meets the requirements of the Zoning Ordinance. Sidewalks. Sidewalks and paths are proposed along the perimeter of the overall site, along one side of the private drive, and around the medical office building. An 8 foot wide sidewalk will be installed on the south side of Glacier Way and an 8 foot wide trail will be installed along the west and north sides of Dodd Boulevard. A 5 foot wide sidewalk will be installed on the east side of the private drive. Steep grades and retaining walls on the west 13 | Page side of the private drive limit the ability to install a sidewalk on the west side. A sidewalk will be constructed to connect the existing bituminous path along Cedar Avenue with the medical office building. Building Design. The building exterior for the medical office building on Lot 2 will include combinations of two colors of brick, glass, and composite aluminum panels consistent with the requirements of the C-3, General Commercial District. Overall, the building will have 68% Grade A materials, 2% Grade B materials, and 31% Grade C materials. Building Height. A maximum building height of 35 feet or three stories is allowed in the C-3 District unless approved by conditional use permit. The height of the medical office building on Lot 2 will be 30 feet. Signs. The medical office building elevations propose two wall sign locations, on the south and west elevations of the building, as permitted by the Zoning Ordinance. A freestanding sign location is indicated on the south side of the lot, adjacent to Cedar Avenue. The elevation plan includes two proposed styles of monument sign, each meeting Zoning Ordinance requirements. One freestanding sign is permitted for Lot 2. Sign permits must be issued prior to the installation of any signs on the site. Roof-Top Mechanical Equipment Screening. A screening wall is proposed on the roof of the medical office building to provide screening for roof-top mechanical equipment. All ground mounted equipment will be landscaped for screening. Trash Enclosure. The trash enclosure for Lot 1 is indicated on the southwest side of the parking lot. The trash enclosure materials and colors are consistent with the building exterior. The enclosure must be a minimum of six feet tall with a durable maintenance free gate material. The trash storage area for Lot 2 will be located inside the building. Snow Storage. Snow storage must be maintained outside any required parking spaces and must occur on private property. Any excess snow shall be hauled off site. EASEMENT VACATION In conjunction with the preliminary and final plat, a roadway, drainage and utility easement is proposed to be vacated and replaced with dedicated right-of-way for Glacier Way. Utility companies were notified of the proposed vacation. At this time, only a representative of Dakota Electric Association has responded to say that they are not opposed to the vacation. RECOMMENDATION Planning Department staff recommends approval of the Cedar and Dodd Retail Addition preliminary and final plat, conditional use permit, and easement vacation subject to the following stipulations: 1. Implementation of the recommendations listed in the June 22, 2017 engineering memo. 14 | Page 2. Implementation of the recommendations of the Parks, Recreation and Natural Resources Committee. 3. The site and buildings on Lots 1 and 2 shall be developed consistent with the plans approved by the City Council. 4. Prior to release of the final plat mylars, the developer shall submit a cash escrow for the future signalization of Dodd Boulevard (CSAH 9) and Glacier Way. The amount of the cash escrow shall be $75,000 per the June 22, 2017 engineering memo. 5. Prior to City Council consideration of the final plat, comments from the City Forester must be addressed. Landscaping shall be installed according to the approved landscape plan. A financial security shall be submitted prior to release of the final plat mylars to guarantee installation of the landscaping. 6. All signs shall comply with Zoning Ordinance requirements. A comprehensive sign plan shall be submitted for staff review prior to the issuance of any sign permits. A sign permit must be issued by the City prior to the installation of any signs. 7. Site and building lighting shall be installed consistent with a lighting plan and photometric plan approved with the building permit applications and in compliance with Zoning Ordinance requirements. Parking lot lighting shall be down-cast cut-off type fixtures only. Building lighting shall be down-cast only as required by the Zoning Ordinance. 8. All building materials on Lots 1 and 2 shall meet the exterior building materials requirements of Section 11-17-9 of the Zoning Ordinance. 9. The motor fuel canopy shall meet Zoning Ordinance requirements. 10. Drainage from all fueling areas shall be directed to an oil/grit separator in compliance with Zoning Ordinance requirements. 11. Outdoor sales and services shall only be allowed in compliance with Zoning Ordinance requirements. 12. A six inch concrete curb shall separate the sidewalk adjacent to the motor fuel convenience store from the parking lot. 13. Snow storage shall not occur within required parking spaces and shall not infringe upon vehicle site circulation or sight visibility. 14. The trash enclosure gates on Lot 1, Block 1 shall be constructed of durable maintenance free PVC vinyl or pre-finished metal. Trash and recyclables on Lot 2, Block 1 shall be stored inside the building. 15. Hours of operation for the convenience food use shall be limited to 5:00 AM to 11:00 PM. Any change beyond these hours of operation shall require an amendment to the conditional use permit. 16. Outlot A shall be deeded to the City for stormwater management purposes. Findings of Fact for the conditional use permit are attached. Dakota County GIS ±CEDAR AVECedar and Dodd Retail Addition Plat Area D O D D B L V D GLACIER WAY G L A S G O W A V E Cedar and Dodd Retail Addition Plat, CUP, and Easement Vacation City of Lakeville Aerial Map EXHIBIT A ± EXHIBIT B City of Lakeville Location and Zoning Map Cedar and Dodd Retail Add. Pre and Final Plat, Conditional Use Permit Easement Vacation Text CEDARAVE(CSAH23)C-3 PUD PUD PUD PUD RS-3 RM-2 RS-3 RM-2C-3 C-3 GLASG O W A V EDODDBLVD (CSAH9)G L A CIER WAY GLACIERWAY PID# 22813010101017297 GLACIER WAYROSEMOUNT, MN 55068EXISTING ZONING CLASSIFICATION:RS-3 SINGLE FAMILY RESIDENTIALDISTRICTLAKEVIEW FAMILY HOUSING ADDITIONGLACIER WAYROSEMOUNT, MN 55068EXISTING ZONING CLASSIFICATION:PUD PLANNED UNIT DEVELOPMENTPID# 2 2 1 8 6 2 0 0 1 0 1 0 1742 0 D O D D B O U L E V A R D ROS E M O U N T , M N 5 5 0 6 8 EXIS T I N G Z O N I N G C L A S S I F I C A T I O N : PUD P L A N N E D U N I T D E V E L O P M E N T PI D # 2 2 1 8 6 0 0 0 1 0 6 0 1 7 5 0 2 - 1 7 5 1 2 D O D D B O U L E V A R D R O S E M O U N T , M N 5 5 0 6 8 E X I S T I N G Z O N I N G C L A S S I F I C A T I O N : P U D P L A N N E D U N I T D E V E L O P M E N TGLACIER WAYCSA H 9 ( D O D D B O U L E V A R D ) CSAH 23 (CEDAR AVE) PID# 2 2 1 8 6 2 0 0 1 0 2 0 1745 0 D O D D B O U L E V A R D ROS E M O U N T , M N 5 5 0 6 8 EXIS T I N G Z O N I N G C L A S S I F I C A T I O N : PUD P L A N N E D U N I T D E V E L O P M E N T PID # 2 2 1 8 6 0 0 0 1 0 5 0 1 7 5 1 6 DODD BOU LEVARDROSEMOUNT, MN 5 5 0 6 8EXIST ING ZON ING C LASS IF ICAT ION :PUD P LANNED UN IT DEVE LOPMENT PID# 22186000104017533 DODD BOULEVARDROSEMOUNT, MN 55068EXIST ING ZON ING CLASS IF ICAT ION :PUD PLANNED UN IT DEVELOPMENT PROPOSED SCREENING OF DOCK AREA PROPOSED SCREENING OF DOCK AREA EXISTING ZONING CLASSIFICATION: C-3 GENERAL COMMERCIAL DISTRICTS89° 31' 23.05"W299.843'L=133.686,R=302.047D=25.3591GLACIER WAYCSA H 9 ( D O D D B O U L E V A R D ) CSAH 23 (CEDAR AVE)GLASGOWAVENUEOUTLOT A ±0.84 AC. BLDG # 2 PROPOSED OFFICE (2-STORY) ±44,000 SF FFE: 1024.0' LOT 2 ±4.47 AC. PRIVATE DRIVE LOT 1 BLOCK 1 ±3.91 AC. CEDAR AVENUE ROW DEDICATION ± 2.11 AC BLDG # 3 PROP. RETAIL/RESTAURANT ±6,040 SF FFE: 1019.0' LOT 3 ±1.71 AC LOT 4 ±1.95 AC BLDG # 4 PROP. RETAIL ±10,000 SF FFE: 1010.0' NORTH FOREBAY BL D G # 1 FU E L S T A T I O N / R E T A I L ±8, 7 0 0 S F FFE : 1 0 0 2 . 7 'L=65.626,R=275.139D=13.6662L=212.013,R=598.289D=20.3037N57° 10' 04.90"W33.012'N2° 16' 08.40"E 35.428' SOUTH FOREBAY SOUTH FILTRATION BASIN NORTH FILTRATION BASIN- EAST CELL ∆ ∆ ∆ ∆GLACIER WAY ROWDEDICATION ±0.81 AC.SHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONNORTHEXISTING LEGAL DESCRIPTION SEE PROVIDED ALTA SURVEY. ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: MICHAEL C. BRANDT 2550 UNIVERSITY AVE W, SUITE 238 N ST. PAUL, MN 55114 TELEPHONE (651) 643-0428 PROPOSED LEGAL DESCRIPTION LOT 1 BLOCK 1 CEDAR AND DODD RETAIL ADDITION LOT 2 BLOCK 1 CEDAR AND DODD RETAIL ADDITION LOT 3 BLOCK 1 CEDAR AND DODD RETAIL ADDITION LOT 4 BLOCK 1 CEDAR AND DODD RETAIL ADDITION OWNER / DEVELOPER HY-VEE, INC. 5820 WESTTOWN PARKWAY WEST DES MOINES, IOWA 50266 CONTACT: RANDY DOWNS TELEPHONE: (515) 267-2800 PP1.0CEDAR DODD RETAILPRELIMINARY PLATSITE SUMMARY EXISTING ZONING C-3 GENERAL COMMERCIAL PARCEL ACREAGE LOT 1 BLOCK 1 ±3.91 AC LOT 2 ±4.47 AC LOT 3 ±1.71 AC LOT 4 ±1.95 AC OUTLOT A ±0.84 AC CEDAR AVE ROW DEDICATION ±2.11 AC GLACIER AVE ROW DEDICATION ±0.81 AC TOTAL ±15.80 AC SURVEYOR WESTWOOD PROFESSIONAL SERVICES 7699 ANAGRAM DRIVE EDEN PRAIRIE, MN 55344 CONTACT: TELEPHONE: (952) 937-5150 EXHIBIT C EXHIBIT D Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 EXHIBIT E S89° 31' 23.05"W299.843'L=133.686,R=302.047D=25.3591GLACIER WAYCSA H 9 ( D O D D B O U L E V A R D ) CSAH 23 (CEDAR AVE)GLASGOWAVENUEOUTLOT A ±0.84 AC. BLDG # 2 PROPOSED OFFICE (2-STORY) ±44,000 SF FFE: 1024.0' LOT 2 ±4.47 AC. PRIVATE DRIVE LOT 1 BLOCK 1 ±3.91 AC. CEDAR AVENUE ROW DEDICATION ± 2.11 AC BLDG # 3 PROP. RETAIL/RESTAURANT ±6,040 SF FFE: 1019.0' LOT 3 ±1.71 AC LOT 4 ±1.95 AC BLDG # 4 PROP. RETAIL ±10,000 SF FFE: 1010.0' NORTH FOREBAY BL D G # 1 FU E L S T A T I O N / R E T A I L ±8, 7 0 0 S F FFE : 1 0 0 2 . 7 'L=65.626,R=275.139D=13.6662L=212.013,R=598.289D=20.3037N57° 10' 04.90"W33.012'N2° 16' 08.40"E 35.428' SOUTH FOREBAY SOUTH FILTRATION BASIN NORTH FILTRATION BASIN- EAST CELL 24.0 ' 1 2 . 0 ' 2 4 . 0 '36.0'18. 0 ' 24. 0 ' 18. 0 ' 24. 0 '30.0'9.0'24.0'9.0' 35.9' 24.0'18.0'18.0'12.0'12.0'36.0'3 5 . 3 '23.0'18.0'12.0'40.0'18.0'24.0'20.7'18.0'24.0'40.0'24.0'18.0'24.0' 24.0' 20.0' 1 8 . 0 '18.0'24.0'24.0 ' 28.7'36.0'8.7'5.3'18.0' R4.0' R4.0' R4.0' R4.0' R4.0' R4.0' R4.0' R4.0' R4.0' R4.0' R4.0' R4.0' R100.0'5.0'A A A A A A A A A A A A A A A A A A C C D E E E F G G N H H H I A M M M M O Q R R R B B B B B B B D D D E E E EE 8' WIDE BITUMINOUS TRAIL 8' WIDE BITUMINOUS TRAIL 300' RIGHT TURN LANE 5' SIDEWALK 150' TAPER 8' WIDE BITUMINOUS TRAIL 100' TAPER 155' LEFT TURN LANE MONUMENT SIGN 100' RIGHT TURN LANE 100' TAPER 8' CONCRETE WALK 8' CONCRETE WALK 8' CONCRETE WALK TRANSMISSION EASEMENT RETAINING WALL WITH FENCE, BY OTHERS. SEE C4.8 FOR DETAIL.SIGN S EXISTING DELINEATED WETLAND 65.0'60.0'168.0'130.0' SCREEN WALL F F F 88.3'C D E E E G N G N G NI G G N I G N I N NN G GG I HH J J J J LL Q Q Q Q S S S S S S T GENERATOR PAD UR15.0 ' R10.0' R3.8' R100.0'GLACIER WAY ROWDEDICATION ±0.81 AC12. 0 '12.0'20. 0 ' 30. 0 ' 18. 0 ' 30. 0 '44.3'50.0'45.0'25.0'50.0 ' 50. 0 ' 9.0'20.0'9.0'9.0'R25.0' R15.0' R4.5' R15.0' R15.0'R22.0' R10.0' R10.0' R10.0' R10.0' R15.0' R15.0' R15.0' Q S S S S T V SIGN 39.3'57.5'15.0'9.0'15.8'A 9.0'20.0' CROSS ACCESS EASEMENT FOR RETAINING WALL 8' BOULEVARD 8' BOULEVARD PROPOSED 34RESTRICTED ACCESS. FUTURE SIGNALIZED INTERSECTION BY OTHERS. INSTALLATION MAY OCCUR DURING DEVELOPMENT CONSTRUCTION. 228' A J 7.0'FUTURE OUTDOOR DISPLAY AREA W W W W W CONNECT TO EXISTING CONCRETE 20' CROSS ACCESS EASEMENT FOR RETAINING WALL 8.0'8.0' H H H HW W H W CONNECT TO EXISTING CONCRETE 7.0' R100.0'R20.0' R3.0' R57.0' R3.5' R1.5' R80.0' R40.0'15.0'46.4'20.0'20.0' R R B C C B B P N N 28. 0 ' RETAINING WALL WITH FENCE, BY OTHERS. SEE C4.8 FOR DETAIL. FUTURE RETAINING WALL WITH FENCE, BY OTHERS. J A J J 9.0' 18. 0 ' R15.0' R3.0' M PROOF OF PARKING A FUTURE OUTDOOR DISPLAY AREA J X X X X TEMPORARY DRAINAGE & UTILITY EASEMENT TEMPORARY DRAINAGE & UTILITY EASEMENT DRAINAGE & UTILITY EASEMENT PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED HEAVY DUTY CONCRETE PAVEMENT LEGEND PROPOSED HEAVY DUTY ASPHALT EXISTING WETLAND DELINEATION PROPOSED GREENSPACE PROPOSED STORMWATER MANAGEMENT AREA C3.0SITE PLANSHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONNORTHRETAIL DEVELOPMENT EXISTING ZONING C-3 GENERAL COMMERCIAL REQUIRED SETBACKS FRONT/PUBLIC ROW 30' BUILDING, 15' PAVEMENT SIDE STREET 30' BUILDING, 15' PAVEMENT SIDE INTERIOR 10' BUILDING, 10' PAVEMENT REAR 10' BUILDING, 10' PAVEMENT PARKING SUMMARY BUILDING NUMBER REQUIRED*PROPOSED BUILDING #1*60 60*** BUILDING #2*220 249 BUILDING #3*98 58 BUILDING #4*50 71 TOTAL 428 378 *CITY OF LAKEVILLE REQUIRES: 1: MOTOR FUEL STATION WITH RETAIL: 4 SPACES PLUS 1 SPACE PER 200 SF RETAIL. 2: OFFICE: 1 SPACE PER 200 SF OF OFFICE 3: RESTAURANT: 1 SPACE PER 15 SQUARE FEET OF GROSS FLOOR AREA DESIGNATED FOR PATRON QUEUING, BUT NOT LESS THAN 15 SPACES PLUS 1 SPACE PER 40 SQUARE FEET OF DINING AREA AND 1 SPACE FOR EACH 80 SQUARE FEET OF KITCHEN AREA. 4: RETAIL: SINGLE TENANT RETAIL: 1 SPACE PER 200 SF MULTI-TENANT BUILDING WITH 3 OR MORE OCCUPANTS: 1 SPACE PER 160 SF GROSS LEASABLE AREA SITE SUMMARY PARCEL ACREAGE IMPERVIOUS AREA (INCL. BLDG) PERVIOUS AREA LOT 1 BLOCK 1 ±3.91 AC ±77,282 SF (±1.78 AC) ±92,827 SF (±2.13 AC) LOT 2 ±4.47 AC ±136,852 SF (±3.14 AC) ±57,889 SF (±1.33 AC) LOT 3 ±1.71 AC ±46,361 SF (±1.06 AC) ±28,181 SF (±0.65 AC) LOT 4 ±1.95 AC ±65,450 SF (±1.50 AC) ±19,708 SF (±0.45 AC) OUTLOT A ±0.84 AC -±0.84 AC GLACIER ROW DEDICATION ±0.81 AC -- CEDAR ROW DEDICATION ±2.11 AC -- TOTAL ±15.80 AC ±7.48 AC ±5.40 AC **CITY OF LAKEVILLE PROVIDES ALLOCATION FOR UP TO 20% COMPACT PARKING STALLS AT 16' IN LENGTH PROVIDED THERE ARE GREATER THAN 80 STALLS ON SITE. ***WITH 4 PROOF OF PARKING STALLS LANDSCAPE SUMMARY LOT DESCRIPTION IMPERVIOUS AREA (PARKING AND DRIVE AISLE) REQUIRED INTERIOR LANDSCAPING PROPOSED INTERIOR LANDSCAPING LOT 1 BLOCK 1 ±68,582 SF ±3,429 SF N/A** LOT 2 ±108,115 SF ±5,406 SF ±5,805 SF LOT 3 ±38,392 SF ±1,920 SF ±2,528 SF LOT 4 ±47,617 SF ±2,381 SF ±2,539 SF *CITY OF LAKEVILLE REQUIRES 5 SF OF INTERIOR LANDSCAPING FOR EVERY 100 SF OF PARKING + DRIVE AISLES. **NO INTERIOR PARKING IN LOT 1 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 JAMES R. HILL, DATED AUGUST 31, 2016 & WESTWOOD PROFESSIONAL SERVICES, DATED JULY 11, 2016. 7.1. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 15.80 ACRES. 9. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 10. 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. 11. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 12. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 13. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 14. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 15. ALL PARKING STALLS TO BE 9' IN WIDTH AND 20' IN LENGTH UNLESS OTHERWISE INDICATED. 16. THERE ARE 1.16 ACRES OF WETLAND IMPACTS. KEYNOTE LEGEND PROPOSED B612 CURB AND GUTTER STANDARD DUTY PAVEMENT HEAVY DUTY PAVEMENT PROPOSED CONCRETE SIDEWALK 90° STALL, STRIPING PER STRIPING NOTES CROSSWALK STRIPING PER STRIPING NOTES ADA STALL/STRIPING STOP SIGN, SEE DETAIL SHEET. ADA ACCESSIBLE SIGN AND POST, SEE DETAILS. INTEGRAL SIDEWALK SOLID WHITE ARROW PAVEMENT MARKINGS PAD-MOUNTED TRANSFORMER LIGHT POLE BASE. SEE ELECTRICAL PLAN FOR DETAIL. PEDESTRIAN CURB RAMP 45° SYSL STRIPING FLUSH CURB L OUTFALL CURB "ONE WAY DO NOT ENTER" SIGN. SEE DETAILS. "BEGIN ONE WAY" SIGN. SEE DETAIL SHEET. 6" BOLLARD, SEE DETAIL SHEET. LOADING SPACE TRASH ENCLOSURE (SEE ARCH PLANS FOR DETAILS & ENCLOSURE MATERIALS) DRIVEWAY APRON PER CITY OF LAKEVILLE STANDARD PLATE LV-ST-4 5' BLACK MONTAGE AMERISTAR PLUS FENCE WITH MAJESTIC PANELS, WITHOUT RINGS (OR APPROVED EQUAL) EXHIBIT F GLACIER WAYPRIVATE DRIVE NORTH FOREBAY BL D G # 1 FU E L S T A T I O N / R E T A I L ±8, 7 0 0 S F FF E : 1 0 0 2 . 7 ' 18. 0 ' 24. 0 ' 18. 0 ' 24. 0 '30.0'12.0'36.0'18.0'5.0'A A A A C C D E E E F G G N H H H I A M M M O Q R R R 100' RIGHT TURN LANE 100' TAPER 8' CONCRETE WALK 8' CONCRETE WALK RETAINING WALL WITH FENCE, BY OTHERS. SEE C4.8 FOR DETAIL. EXISTING DELINEATED WETLAND FGLACIER WAY ROWDEDICATION ±0.81 AC12. 0 '12.0'20. 0 ' 30. 0 ' 18. 0 ' 30. 0 '44.3'50.0'45.0'25.0'50. 0 ' 50. 0 '9.0'20.0'9.0'9.0'R25.0' R15.0' R4.5' R15.0' R15.0' R22.0' R10.0' R10.0' R10.0' R10.0' R15.0' R15.0' R15.0' Q S S S S T V SIGN 39.3'57.5'15.0'9.0'15.8'A 9.0'20.0' CROSS ACCESS EASEMENT FOR RETAINING WALL 228' A J FUTURE OUTDOOR DISPLAY AREA W W W W H H H HW W 15.0'46.4'20.0'R R B C C B B P N N 28. 0 ' J A J J 9.0'18.0'R15.0' R3.0' M PROOF OF PARKING A FUTURE OUTDOOR DISPLAY AREA J X X TEMPORARY DRAINAGE & UTILITY EASEMENT DRAINAGE & UTILITY EASEMENT PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED HEAVY DUTY CONCRETE PAVEMENT LEGEND PROPOSED HEAVY DUTY ASPHALT EXISTING WETLAND DELINEATION PROPOSED GREENSPACE PROPOSED STORMWATER MANAGEMENT AREA PROPOSED LIGHT POLEBASE (SEE PHOTOMETRICS PLAN) SHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONNORTHSITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY JAMES R. HILL, DATED AUGUST 31, 2016 & WESTWOOD PROFESSIONAL SERVICES, DATED JULY 11, 2016. 7.1. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 15.80 ACRES. 9. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 10. 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. 11. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 12. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 13. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 14. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 15. ALL PARKING STALLS TO BE 9' IN WIDTH AND 20' IN LENGTH UNLESS OTHERWISE INDICATED. 16. THERE ARE 1.16 ACRES OF WETLAND IMPACTS. C3.1SITE PLAN -LOT 1KEYNOTE LEGEND PROPOSED B612 CURB AND GUTTER STANDARD DUTY PAVEMENT HEAVY DUTY PAVEMENT PROPOSED CONCRETE SIDEWALK 90° STALL, STRIPING PER STRIPING NOTES CROSSWALK STRIPING PER STRIPING NOTES ADA STALL/STRIPING STOP SIGN, SEE DETAIL SHEET. ADA ACCESSIBLE SIGN AND POST, SEE DETAILS. INTEGRAL SIDEWALK SOLID WHITE ARROW PAVEMENT MARKINGS PAD-MOUNTED TRANSFORMER LIGHT POLE BASE. SEE ELECTRICAL PLAN FOR DETAIL. PEDESTRIAN CURB RAMP 45° SYSL STRIPING FLUSH CURB L OUTFALL CURB "ONE WAY DO NOT ENTER" SIGN. SEE DETAILS. "BEGIN ONE WAY" SIGN. SEE DETAIL SHEET. 6" BOLLARD, SEE DETAIL SHEET. LOADING SPACE TRASH ENCLOSURE (FUTURE) DRIVEWAY APRON PER CITY OF LAKEVILLE STANDARD PLATE LV-ST-4 5' BLACK MONTAGE AMERISTAR PLUS FENCE WITH MAJESTIC PANELS, WITHOUT RINGS (OR APPROVED EQUAL) N53° 28' 04.36"W67.528'N0° 26' 26.41"W 283.097' L =2 7 7 .6 5 0 ,R =3 0 0.000D =5 3 .0 2 7 2 BLDG # 2 PROPOSED OFFICE (2-STORY) ±44,000 SF FFE: 1024.0' LOT 2 ±4.47 AC. CEDAR AVENUE ROW DEDICATION ± 2.11 AC BLDG # 3 PROP. RETAIL/RESTAURANT ±6,040 SF FFE: 1019.0' LOT 3 ±1.71 AC SOUTH FOREBAY SOUTH FILTRATION BASIN 24.0 ' 1 2 . 0 ' 2 4 . 0 '36.0'9.0'24.0'9.0' 35.9' 24.0'18.0'18.0'12.0' 3 5 . 3 '23.0'18.0'12.0'40.0'18.0'24.0'20.7'18.0'24.0'40.0'24.0'18.0'24.0' 24.0' 20.0' 1 8 . 0 '18.0'24.0'24.0 ' 28.7'36.0'8.7'5.3'18.0' R4.0' R4.0' R4.0' R4.0' R4.0' R4.0' R4.0' R4.0' R4.0' R4.0' R4.0' R4.0' R100.0'5.0'A A A A A A A A A A A A A A M B B B B B B B D D D E E E EE 8' WIDE BITUMINOUS TRAIL 8' WIDE BITUMINOUS TRAIL 300' RIGHT TURN LANE 5' SIDEWALK 100' TAPER 155' LEFT TURN LANE MONUMENT SIGN TRANSMISSION EASEMENT SIGN S 60.0'168.0'130.0' SCREEN WALL F F 88.3'C D E E E G N G N G NI G G N I G N I N NN G GG I HH J J J J LL Q Q Q Q S S S S S S T GENERATOR PAD UR15.0 'R10.0' R3.8' R100.0' 8' BOULEVARD PROPOSED 34 RESTRICTED ACCESS. 7.0' W 20' CROSS ACCESS EASEMENT FOR RETAINING WALL 8.0'8.0' W H 7.0' R100.0'R20.0' R3.0' R3.5' R1.5' R80.0' R40.0' 20.0' RETAINING WALL WITH FENCE, BY OTHERS. SEE C4.8 FOR DETAIL. FUTURE RETAINING WALL WITH FENCE, BY OTHERS. PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED HEAVY DUTY CONCRETE PAVEMENT LEGEND PROPOSED HEAVY DUTY ASPHALT EXISTING WETLAND DELINEATION PROPOSED GREENSPACE PROPOSED STORMWATER MANAGEMENT AREA PROPOSED LIGHT POLEBASE (SEE PHOTOMETRICS PLAN) C3.2SITE PLAN -LOT 2SHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONNORTHSITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY JAMES R. HILL, DATED AUGUST 31, 2016 & WESTWOOD PROFESSIONAL SERVICES, DATED JULY 11, 2016. 7.1. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 15.80 ACRES. 9. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 10. 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. 11. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 12. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 13. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 14. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 15. ALL PARKING STALLS TO BE 9' IN WIDTH AND 20' IN LENGTH UNLESS OTHERWISE INDICATED. 16. THERE ARE 1.16 ACRES OF WETLAND IMPACTS. KEYNOTE LEGEND PROPOSED B612 CURB AND GUTTER STANDARD DUTY PAVEMENT HEAVY DUTY PAVEMENT PROPOSED CONCRETE SIDEWALK 90° STALL, STRIPING PER STRIPING NOTES CROSSWALK STRIPING PER STRIPING NOTES ADA STALL/STRIPING STOP SIGN, SEE DETAIL SHEET. ADA ACCESSIBLE SIGN AND POST, 2FT OFF BACK OF CURB. SEE DETAILS. INTEGRAL SIDEWALK SOLID WHITE ARROW PAVEMENT MARKINGS PAD-MOUNTED TRANSFORMER LIGHT POLE BASE. SEE ELECTRICAL PLAN FOR DETAIL. PEDESTRIAN CURB RAMP 45° SYSL STRIPING FLUSH CURB L OUTFALL CURB "ONE WAY DO NOT ENTER" SIGN. SEE DETAILS. "BEGIN ONE WAY" SIGN. SEE DETAIL SHEET. 6" BOLLARD, SEE DETAIL SHEET. LOADING SPACE TRASH ENCLOSURE (FUTURE) GLACIER WAYCSA H 9 ( D O D D B O U L E V A R D ) CSAH 23 (CEDAR AVE)GLASGOWAVENUEBLDG # 2 PROPOSED OFFICE (2-STORY) ±44,000 SF FFE: 1024.0' PRIVATE DRIVE BLDG # 3 PROP. RETAIL/RESTAURANT ±6,040 SF FFE: 1019.0' BLDG # 4 PROP. RETAIL ±10,000 SF FFE: 1010.0' NORTH FOREBAY BL D G # 1 FU E L S T A T I O N / R E T A I L ±8, 7 0 0 S F FFE : 1 0 0 2 . 7 ' SOUTH FOREBAY SOUTH FILTRATION BASIN NORTH FILTRATION BASIN- EAST CELL 3. 6 9%2.89%33.33%33.33%2.39%33.33%12 . 5 5 % 1. 7 2% 20.80% 19.81%21.97%27.27%9.75%2. 2 6%1.95%4.51%1.67%1.93% 1. 9 9 %1.98%1. 8 3 % 1. 6 8%1.84%4.68%3.12%2.10% 1.77% 1.85%4.33% 4 .4 8% 3.0 2 % 5.47% 2. 1 4 % 3.06% 5.45%3.65% 5.38%3.40% 2.10% 11.8 5 % 4.8 2 % 1. 8 1 %2.41%3.83%1.90%2. 0 1 % 2.27%2.16%1.6 7 % 1. 3 6 % 2 . 2 0%4.74%2.95%2.99%2.21%4.04%1.51% 2.54% 4.99% 1.43% 1.59%1.73%1.71% 1.75% 1.80% 1.50%1.50%CONTRACTOR TO HAVE RETAINING WALL DESIGNED BY REGISTERED ENGINEER IN THE STATE OF MINNESOTA. PLANS TO BE SUBMITTED TO THE ENGINEER OF RECORD & CITY FOR REVIEW. CONTRACTOR TO HAVE RETAINING WALL DESIGNED BY REGISTERED ENGINEER IN THE STATE OF MINNESOTA. PLANS TO BE SUBMITTED TO THE ENGINEER OF RECORD & CITY FOR REVIEW. 33. 3 3 % 29.86 % 33. 3 2 % 4.43% 4. 7 6 %4.30%2.81% 4.68%4.99%29. 9 4 % 33.81%29.24%32 . 4 7% 33 . 0 1 % FUTURE RETAINING WALL. CONTRACTOR SHALL GRADE TEMPORARY 3:1 SLOPE CONTRACTOR TO HAVE RETAINING WALL DESIGNED BY REGISTERED ENGINEER IN THE STATE OF MINNESOTA. PLANS TO BE SUBMITTED TO THE ENGINEER OF RECORD & CITY FOR REVIEW. BASIN BOTTOM: 1015.20 10-YR HWL: 1016.83 100-YR HWL: 1017.52 FILTRATION DEPTH: 1015.20-1016.35 FILTRATION VOL: 11,424 CF1.20%1.5 3 %1.50%1.82%1.80%1.3 5 % 1.2 0 % PROPOSED MANHOLE EXISTING STORM SEWER PROPOSED CATCH BASIN PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100X.X LEGEND (BASED OFF ELEV ±1000') C4.0GRADING PLANSHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONNORTHGRADING / STORMWATER 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-3034 3.1. 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. 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. 17. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATIONS INDICATED ON THE PLANS OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 18. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 19. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 20. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 21. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. EXHIBIT G GLACIER WAYCSAH 23 (CEDAR AVE) PRIVATE DRIVE NORTH FOREBAY BL D G # 1 FU E L S T A T I O N / R E T A I L ±8, 7 0 0 S F FFE : 1 0 0 2 . 7 ' 3. 6 9%2.89%33.33%33.33%2.39%33.33%12 . 5 5 % 1. 7 2% 20.80% 19.81%21.97%27.27%9.75%4.51%2.1 4 % 3.06% 5.38%3.40% 11.8 5 % 4.8 2 %2.16%1. 6 7 % 1. 3 6 % 2 . 2 0%4.74%2.95%2.99%2.21%4.04%CONTRACTOR TO HAVE RETAINING WALL DESIGNED BY REGISTERED ENGINEER IN THE STATE OF MINNESOTA. PLANS TO BE SUBMITTED TO THE ENGINEER OF RECORD & CITY FOR REVIEW. 33. 3 3 % 29.86 % 4.43% 4. 7 6 %4.30%2.81% 4.68%4.99%1.20%1.5 3 %1.50%1.82%1.80%1.3 5 % 1.2 0 % PROPOSED MANHOLE EXISTING STORM SEWER PROPOSED CATCH BASIN PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100X.X LEGEND (BASED OFF ELEV ±1000') C4.1GRADING PLAN- LOT 1NORTHSHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONNORTHGRADING / STORMWATER 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-3034 3.1. 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. 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. 17. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATIONS INDICATED ON THE PLANS OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 18. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 19. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 20. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 21. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. BLDG # 2 PROPOSED OFFICE (2-STORY) ±44,000 SF FFE: 1024.0' BLDG # 3 PROP. RETAIL/RESTAURANT ±6,040 SF FFE: 1019.0' SOUTH FOREBAY SOUTH FILTRATION BASIN 19.81%9.75% 2. 2 6%1.95%1.67%1.93% 1. 9 9 %1.98%1. 8 3 % 1. 6 8%1.84%4.68%3.12%2.10% 1.77% 1.85%4.33% 4 .4 8% 3.0 2 % 5.47%5.45%3.65% 2.10%4.8 2 % 1. 8 1 %2.41%3.83%1.90%2. 0 1 % 2.27% 1.51% 2.54% 4.99% 1.43% 1.59%1.73%1.71% 1.75% 1.80% 1.50%1.50%FUTURE RETAINING WALL. CONTRACTORSHALL GRADE TEMPORARY 3:1 SLOPE BASIN BOTTOM: 1015.20 10-YR HWL: 1016.83 100-YR HWL: 1017.52 FILTRATION DEPTH: 1015.20-1016.35 FILTRATION VOL: 11,424 CF PROPOSED MANHOLE EXISTING STORM SEWER PROPOSED CATCH BASIN PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100X.X LEGEND (BASED OFF ELEV ±1000') C4.2GRADING PLAN- LOT 2NORTHSHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONNORTHGRADING / STORMWATER 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-3034 3.1. 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. 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. 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. 17. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATIONS INDICATED ON THE PLANS OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 18. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 19. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 20. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 21. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. GLACIER WAYCSA H 9 ( D O D D B O U L E V A R D ) CSAH 23 (CEDAR AVE)GLASGOWAVENUEBLDG # 2 PROPOSED OFFICE (2-STORY) ±44,000 SF FFE: 1024.0' PRIVATE DRIVE BLDG # 3 PROP. RETAIL/RESTAURANT ±6,040 SF FFE: 1019.0' BLDG # 4 PROP. RETAIL ±10,000 SF FFE: 1010.0' NORTH FOREBAY BL D G # 1 FU E L S T A T I O N / R E T A I L ±8, 7 0 0 S F FF E : 1 0 0 2 . 7 ' SOUTH FOREBAY SOUTH FILTRATION BASIN NORTH FILTRATION BASIN- EAST CELL REPLACE CATCH BASIN CASTING WITH SOLID MANHOLE LID. PROPOSED CATCH BASIN AT CURB WITH ASSOCIATED STORM PIPE. REPLACE CATCH BASIN CASTING WITH SOLID MANHOLE LID. PROPOSED CATCH BASIN AT CURB WITH ASSOCIATED STORM PIPE. BASIN BOTTOM: 991.40 10-YR HWL: 993.30 100-YR HWL: 994.95 FILTRATION DEPTH: 991.40-992.50 FILTRATION VOL: 12,485 CF 5.0'40. 0 ' BASIN BOTTOM: 992.00 10-YR HWL: 993.84 100-YR HWL: 995.55 ROCK WEEPER ELEV: 992.80 FOREBAY VOLUME: 3,944 CF BASIN BOTTOM: 991.40 10-YR HWL: 993.27 100-YR HWL: 994.87 FILTRATION DEPTH: 991.40-992.50 FILTRATION VOL: 10,015 CF BASIN BOTTOM: 1015.20 10-YR HWL: 1016.83 100-YR HWL: 1017.52 FILTRATION DEPTH: 1015.20-1016.35 FILTRATION VOL: 11,424 CF BASIN BOTTOM: 1015.20 ROCK WEEPER ELEV: 1016.35 FOREBAY VOLUME: 2,088 CF PROPOSED MANHOLE EXISTING STORM SEWER PROPOSED CATCH BASIN PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100X.X LEGEND (BASED OFF ELEV ±1000') C5.0 SHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONNORTHGRADING / STORMWATER 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-3034 3.1. 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. 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. 17. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATIONS INDICATED ON THE PLANS OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 18. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 19. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 20. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 21. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER.STORMWATERMANAGEMENT PLANEXHIBIT H GLACIER WAYPRIVATE DRIVE NORTH FOREBAY BL D G # 1 FU E L S T A T I O N / R E T A I L ±8, 7 0 0 S F FFE : 1 0 0 2 . 7 ' BASIN BOTTOM: 991.40 10-YR HWL: 993.30 100-YR HWL: 994.95 FILTRATION DEPTH: 991.40-992.50 FILTRATION VOL: 12,485 CF 5.0'40. 0 ' BASIN BOTTOM: 992.00 10-YR HWL: 993.84 100-YR HWL: 995.55 ROCK WEEPER ELEV: 992.80 FOREBAY VOLUME: 3,944 CF PROPOSED MANHOLE EXISTING STORM SEWER PROPOSED CATCH BASIN PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100X.X LEGEND (BASED OFF ELEV ±1000') DRAINAGE SCHEDULE STRUCTURE NO. STR -100 STR -100A STR -101 STR -102 STR -103 STR -104 STR -105 STR -106 STR -107 STR -108 STR -109 STR -109A STR -112 STR -113 STR -114 STR -116 STR -117 STR -119 STR -120 STR -201 STR -225 STR -227 STR -228 STR -230 STR -231 STR -232 STR -233 STR -234 STR -235 STR -236 STR -244 STR -245 STR -300 STRUCTURE/ CASTING TYPE FES FES CBMH CBMH CBMH CBMH STORM SEWER SERVICE FES CBMH CBMH CB WQU6040A CBMH CBMH CBMH CBMH CBMH CBMH CB FES MH CB FES FES FES FES FES MH MH MH MH MH EX MH RIM/GRATE ELEVATION 994.16 995.83 996.00 996.00 997.70 998.21 999.26 993.61 996.52 997.52 999.74 996.61 1000.18 1002.26 1002.21 1005.40 1005.48 1002.30 1001.18 994.48 1001.00 996.68 995.29 995.29 994.69 990.50 989.59 991.40 995.45 987.56 995.33 994.36 992.66 INVERT ELEVATION IN E 992.00 S 992.00 SE 992.27 SW 993.66 SE 992.66 SE 992.84 W 991.40 SW 994.00 SW 994.17 SW 996.18 S 994.29 S 995.06 E 998.34 SE 998.94 S 1001.87 NW 995.69 E 1001.37 E 1001.55 W 996.61 E 991.40 E 991.40 W 986.83 SW 986.12 W 986.31 SE 987.58 S 987.47 PIPE SIZE IN 15" 36" 15" 24" 15" 15" 18" 18" 15" 12" 24" 24" 15" 15" 18" 12" 18" 18" 12" 21" 21" 15" 15" 15" 15" 15" PIPE SLOPE IN 0.40% 0.40% 0.30% 1.00% 0.50% 0.50% 7.38% 0.50% 0.52% 1.20% 0.75% 0.50% 0.50% 1.00% 0.75% 1.15% 0.50% 0.50% 1.19% 0.66% 0.66% 0.76% 0.70% 0.70% 0.47% 0.47% INVERT ELEVATION OUT NW 992.38 W 992.17 N 992.21 NW 992.84 NW 992.94 E 994.00 NE 994.17 NE 995.09 NE 994.17 N 994.96 W 998.52 N 995.59 W 1001.55 SE 996.61 E 997.91 SE 992.00 NE 996.76 N 991.46 SE 992.00 W 992.00 W 992.00 E 988.40 E 986.83 NE 986.31 N 987.58 PIPE SIZE OUT 15" 15" 36" 15" 15" 18" 18" 15" 24" 24" 15" 24" 18" 12" 12" 21" 12" 15" 21" 21" 21" 15" 15" 15" 15" PIPE SLOPE OUT 0.30% 0.40% 0.40% 0.50% 0.50% 7.38% 0.50% 0.52% 1.00% 0.75% 0.50% 0.50% 0.50% 1.15% 1.19% 0.51% 1.20% 1.00% 0.51% 0.66% 0.66% 0.76% 0.70% 0.70% 0.47% PIPE MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP C5.1NORTHSHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONNORTHSTORMWATERMANAGEMENT PLAN - LOT1GRADING / STORMWATER 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-3034 3.1. 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. 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. 16. 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. 17. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATIONS INDICATED ON THE PLANS OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 18. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 19. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 20. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 21. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. -- -- -- -- -- -- -- -- -- BLDG # 2 PROPOSED OFFICE (2-STORY) ±44,000 SF FFE: 1024.0' BLDG # 3 PROP. RETAIL/RESTAURANT ±6,040 SF FFE: 1019.0' SOUTH FOREBAY SOUTH FILTRATION BASIN BASIN BOTTOM: 1015.20 10-YR HWL: 1016.83 100-YR HWL: 1017.52 FILTRATION DEPTH: 1015.20-1016.35 FILTRATION VOL: 11,424 CF BASIN BOTTOM: 1015.20 ROCK WEEPER ELEV: 1016.35 FOREBAY VOLUME: 2,088 CF PROPOSED MANHOLE EXISTING STORM SEWER PROPOSED CATCH BASIN PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100X.X LEGEND (BASED OFF ELEV ±1000') DRAINAGE SCHEDULE STRUCTURE NO. STR -121 STR -122 STR -124 STR -125 STR -126 STR -128 STR -237 STR -238 STR -239 STR -242 STR -246 STR -600 STR -601 STR -602 STR -603 STR -604 STR -605 STR -606 STR -607 STR -608 STR -609 STR -610 STR -611 STR -612 STRUCTURE/ CASTING TYPE CBMH CBMH CBMH CBMH CBMH CBMH MH MH MH CB MH FES CBMH CBMH CBMH CBMH CB CBMH CBMH CBMH MH CBMH CBMH CB RIM/GRATE ELEVATION 1011.22 1011.15 1019.66 1020.65 1020.72 1017.26 1016.35 1020.90 1020.70 1015.98 1021.17 1018.49 1022.09 1022.22 1022.02 1021.96 1020.80 1022.20 1021.68 1020.88 1022.23 1020.99 1021.12 1020.57 INVERT ELEVATION IN S 1007.87 E 1006.87 E 1007.23 S 1010.31 SE 1010.99 NE 1010.99 NE 1011.46 NE 1011.94 W 1012.00 SW 1011.47 NE 1015.12 NE 1015.20 W 1015.79 NW 1016.16 N 1016.25 N 1016.75 NE 1015.36 W 1015.36 N 1015.78 NW 1015.88 N 1016.55 W 1017.02 W 1017.50 PIPE SIZE IN 18" 15" 18" 18" 18" 15" 15" 15" 15" 15" 15" 30" 18" 18" 18" 18" 24" 24" 21" 21" 21" 21" 18" PIPE SLOPE IN 0.74% 1.00% 1.00% 0.76% 0.49% 1.00% 1.00% 0.47% 0.27% 0.31% 0.93% 0.39% 0.33% 0.33% 0.33% 0.33% 0.39% 0.33% 0.39% 0.39% 0.39% 0.39% 0.39% INVERT ELEVATION OUT N 1002.87 W 1007.23 N 1009.03 N 1010.89 SW 1011.36 NW 1011.84 E 1012.20 SW 1015.32 NE 1012.00 NE 1011.47 SW 1012.25 E 1015.79 E 1016.16 SE 1016.25 S 1016.75 S 1017.34 SW 1015.36 SW 1015.78 S 1015.88 SE 1016.55 S 1017.02 E 1017.50 E 1017.58 PIPE SIZE OUT 18" 15" 18" 18" 15" 18" 15" 15" 15" 15" 15" 24" 18" 18" 18" 18" 30" 24" 21" 21" 21" 21" 18" PIPE SLOPE OUT 0.75% 1.00% 0.74% 0.76% 1.00% 0.49% 0.27% 0.93% 0.31% -3.90% 0.47% 0.33% 0.33% 0.33% 0.33% 0.33% 0.39% 0.39% 0.39% 0.39% 0.39% 0.39% 0.39% PIPE MATERIAL RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP C5.2STORMWATERMANAGEMENT PLAN - LOT2NORTHSHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONNORTHGRADING / STORMWATER 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-3034 3.1. 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. 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. 16. 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. 17. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATIONS INDICATED ON THE PLANS OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 18. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 19. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 20. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 21. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. -- GLACIER WAYCSA H 9 ( D O D D B O U L E V A R D ) CSAH 23 (CEDAR AVE)GLASGOWAVENUEBLDG # 2 PROPOSED OFFICE (2-STORY) ±44,000 SF FFE: 1024.0' PRIVATE DRIVE BLDG # 3 PROP. RETAIL/RESTAURANT ±6,040 SF FFE: 1019.0' BLDG # 4 PROP. RETAIL ±10,000 SF FFE: 1010.0' NORTH FOREBAY BL D G # 1 FU E L S T A T I O N / R E T A I L ±8, 7 0 0 S F FFE : 1 0 0 2 . 7 ' SOUTH FOREBAY SOUTH FILTRATION BASIN NORTH FILTRATION BASIN- EAST CELL 0+ 0 0 1+ 0 0 2+0 0 3+00 4+00 5+00 6+00 7+00 8+00 9+009+35TRANSMISSION EASEMENT TRANSMISSION EASEMENT 33LF - 6" C900 PVC WATERMAIN PROPOSED HYDRANT, 6" TEE, VALVE CONNECT TO EXISTING WATER STUB OFF GLACIER WAY WITH GATE VALVE. CONTRACTOR TO VERIFY, MAIN CAPACITY, STUB SIZE, CONDITION, SIZE, AND DEPTH. 10LF - 8" C900 PVC WATERMAIN 6"X8" TEE AND 6" GATE VALVE 6"X8" TEE AND 6" GATE VALVE 8" - 45° BEND 8" GATE VALVE SEE SHEET C6.3-C6.5 FOR PRIVATE DRIVE PLAN AND PROFILE SEE SHEET C6.6 FOR PRIVATE WATER MAIN PLAN AND PROFILE PROPOSED STORM MANHOLE PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED CATCH BASIN PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED TEE PROPOSED UNDERGROUND ELECTRIC PROPOSED TELEPHONE PROPOSED GAS MAIN PROPOSED STORM SEWER PROPOSED MANHOLE EXISTING STORM SEWER PROPOSED CATCH BASIN PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100X.X LEGEND LEGEND EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING OVERHEAD POWER PROPOSED SANITARY MANHOLE (BASED OFF ELEV ±1000')STRM 7 PROFILE10001000STRM 3 PROFILE1000101010001010STRM 3 (1) PROFILE1010102010101020STRM 5 PROFILE1020103010201030STRM 6 PROFILE10201020SANITARY SCHEDULE C6.0UTILITY PLANSHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONNORTHUTILITY 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-3034 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. +N 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 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 LAKEVILLE AND/OR THE STATE OF MINNESOTA 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. EXHIBIT I GLACIER WAYPRIVATE DRIVE NORTH FOREBAY BL D G # 1 FU E L S T A T I O N / R E T A I L ±8, 7 0 0 S F FFE : 1 0 0 2 . 7 ' 0+ 0 0 1+ 0 0 2+0 0 3+00 4+00 5+00 CONNECT WATER TO INTERIOR PLUMBING 5.0' FROM BUILDING, SEE MEP PLANS CONNECT SANITARY TO INTERIOR PLUMBING 5.0' FROM BUILDING, SEE MEP PLANS PROVIDE CLEANOUT180 LF - 6" WATERMAINPROPOSED HYDRANT EXISTING SAN MH RE: 992.39 IE: 978.23 31 MAINTAIN MIN. 5' SEPARATION AT SAN/STORM CROSSING PROPOSED STORM MANHOLE PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED CATCH BASIN PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED TEE PROPOSED UNDERGROUND ELECTRIC PROPOSED TELEPHONE PROPOSED GAS MAIN PROPOSED STORM SEWER LEGEND EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING OVERHEAD POWER PROPOSED SANITARY MANHOLE C6.1UTILITY PLAN -LOT 1NORTHSHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONNORTHUTILITY 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-3034 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.  +N 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 LAKEVILLE AND/OR THE STATE OF MINNESOTA 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. BLDG # 2 PROPOSED OFFICE (2-STORY) ±44,000 SF FFE: 1024.0' LOT 2 ±4.47 AC. CEDAR AVENUE ROW DEDICATION ± 2.11 AC BLDG # 3 PROP. RETAIL/RESTAURANT ±6,040 SF FFE: 1019.0' LOT 3 ±1.71 AC SOUTH FOREBAY SOUTH FILTRATION BASIN 5+00 6+00 7+00 8+00 9+009+35TRANSMISSION EASEMENT TRANSMISSION EASEMENT 34 LF - 6" C900 PVC WATERMAIN 166 LF - 6" C900 PVCWATERMAINPROPOSED HYDRANT PROPOSED HYDRANT, 6" TEE, & VALVE PROPOSED HYDRANT 8"x8" TEE 59 LF - 6" C900 PVC WATERMAIN 75 LF - 8" C900 PVC WATERMAIN8" GATE VALVE 6" GATE VALVE 8" - 45° BEND 8"X6" REDUCER 6" GATE VALVE32 31 3 2 PROPOSED STORM MANHOLE PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED CATCH BASIN PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED TEE PROPOSED UNDERGROUND ELECTRIC PROPOSED TELEPHONE PROPOSED GAS MAIN PROPOSED STORM SEWER LEGEND EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING OVERHEAD POWER PROPOSED SANITARY MANHOLE C6.2UTILITY PLAN -LOT 2NORTHSHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONNORTHUTILITY 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-3034 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.  +N 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 LAKEVILLE AND/OR THE STATE OF MINNESOTA 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. S89° 31' 23.05"W299.843'L=133.686,R=302.047D=25.3591LOT 1 BLOCK 1 ±3.91 AC. CEDAR AVENUE ROW DEDICATION ± 2.11 AC LOT 4 ±1.95 AC 2 - KCT 2 - KCT 7 - BHS 2 - ISL 2 - ABM 1 - ISL 7 - CHB 4 - CHB 3 - BVL 8 - FPR 27 - LBS 24 - SSD 13 - GFS 42 - WLC 5 - ABM 7 - NS 5 - AG 5 - AG 7 - SWO PRIVATE DRIVE BLDG # 1 PROPOSED RETAIL ±17,570 SF FFE: 1003.0' L1.1LANDSCAPE PLAN -LOT 1NORTHSHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY - NOT FOR CONSTRUCTIONEXHIBIT J 5 - KCT 12 - PCF 18 - SSD 18 - SSD 25 - PCF 22 - PCF 22 - PCF 7 - SSD 11 - AFD 6 - AFD 10 - SSD 18 - GFS 2 - BVL 1 - BVL 19 - SSD 7 - BMV 2 - PCA 8 - ISL 25 - PCF 22 - LBS 11 - LBS 11 - LBS 41 - PCF 16 - MJJ 54 - BES 26 - LBS 31 - LBS 29 - PCF 23 - SSD 14 - AFD 18 - LBS 17 - PCF 21 - SSD 12 - AFD 27 - WLC 25 - WLC 25 - WLC 29 - WLC 9 - BMV 12 - AFD13 - AFD 16 - RRD 23 - WLC 24 - WLC 38 - LBS 12 - RRD 12 - WLC 3 - SHL 2 - SHL 8 - ABM 17 - MJJ 12 - PPN 15 - AFD 16 - WLC 67 - LBS 24 - MJJ 12 - PPN 42 - SSD 25 - BES L1.2LANDSCAPE PLAN -LOT 2-ANORTHSHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY - NOT FOR CONSTRUCTIONSEE SHEET L1.3 1 - PCA 1 - CHB 1 - PCA 7 - SSD 11 - AFD 7 - MJJ 6 - BMV18 - GFS 15 - BES 3 - BMV 1 - BVL 19 - SSD 7 - BMV 2 - PCA 3 - ISL 12 - RRD 25 - PCF 41 - PCF 16 - MJJ 54 - BES 26 - LBS 7 - BMV 31 - LBS 29 - PCF 12 - MJJ 41 - LBS 21 - PCF 29 - LBS 15 - BES 29 - LBS 23 - SSD 14 - AFD 18 - LBS 17 - PCF 21 - SSD 12 - AFD 10 - RRD 8 - MJJ 16 - RRD 8 - MJJ 15 - RRD 7 - GFS 12 - GFS 1 - CHB 22 - MJJ 34 - RRD 16 - RRD 23 - WLC 24 - WLC 38 - LBS 12 - RRD 12 - WLC 14 - WLC 8 - ABM 8 - SWO 9 - MJJ 7 - PPN 9 - MJJ 15 - MJJ 10 - PPN 13 - AFD 15 - MJJ 10 - PPN 16 - WLC 67 - LBS 24 - MJJ 12 - PPN 15 - WLC 17 - MJJ 15 - AFD 18 - MJJ 8 - RVB 33 - LBS 25 - BES 4 - BES STORMWATER PONDING AREA BLDG # 2 PROPOSED OFFICE (2-STORY) ±44,000 SF FFE: 1024.0' L1.3LANDSCAPE PLAN -LOT 2-BNORTHSHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONPRELIMINARY - NOT FOR CONSTRUCTIONSEE SHEET L1.2 SIGN EXHIBIT K EXHIBIT L HY-VEE C-STORE CEDAR & DODD DATE: 4-25-17 EXHIBIT M FIRST FLOOR 100'-0" SECOND FLOOR 114'-0" ROOF DECK 128'-0" BRICK-1 MP-1 MP-1 MP-1 MP-1 MP-2 SIGNAGE AREA 4'-0"14'-0"14'-0"32'-0"SIGNAGE AREA GL-2 GL-1 CP-1ALUM. SLIDING DOORS @ VESTIBULE AFS-1 AFS-1 W/ GL-1, TYP BRICK-2STN-1 MP-2 MECHANICAL ROOF SCREEN (MP-3) GL-2 GL-1 AFS-130'-0"PREFINISHED METAL FLASHING (MP-1) FIRST FLOOR 100'-0" SECOND FLOOR 114'-0" ROOF DECK 128'-0" BRICK-1 BRICK-1 MP-1 MP-2 MP-1 MP-2 ALUM. DOOR W/ GLASS ALUM. DOOR W/ GLASS CANOPYSTN-1AFS-1 W/ GL-1, TYP BRICK-2 AFS-1 GL-2 GL-1 2'-0"14'-0"14'-0"30'-0"MECHANICAL ROOF SCREEN (MP-3) SIGNAGE AREA PREFINISHED METAL FLASHING (MP-1) FIRST FLOOR 100'-0" SECOND FLOOR 114'-0" ROOF DECK 128'-0" BRICK-1 MP-1 MP-1 MP-2 MP-1 MP-1 CP-1 2'-0"14'-0"14'-0"30'-0"3'-0"13'-6 1/4"16'-6 1/4"SIGNAGE AREA SIGNAGE AREA MP-2 GL-2 GL-1 GL-2 GL-1 AFS-1, TYP AFS-1 W/ GL-1, TYP STN-1 AFS-1 BRICK-2 MECHANICAL ROOF SCREEN (MP-3) PREFINISHED METAL FLASHING (MP-1) FIRST FLOOR 100'-0" SECOND FLOOR 114'-0" ROOF DECK 128'-0" BRICK-1 30'-0"14'-0"14'-0"2'-0"O.H. DOOR H.M. DOOR & FRAME GL-2 GL-1 MP-2 AFS-1 W/ GL-1, TYP BRICK-2STN-1 AFS-1 MECHANICAL ROOF SCREEN (MP-3) PREFINISHED METAL FLASHING (MP-1) EXTERIOR MATERIAL FINISH SCHEDULE MATERIAL ID MATERIAL MANUFACTURER FINISH COLOR LOCATION STN - 1 MP - 1 MP - 2 STONE SILL COMPOSITE ALUMINUM PANEL ALUMINUM WINDOW FRAMES INSULATED GLAZING FACE BRICK GL-1 AFS-1 BRICK-1 BRICK-2 FACE BRICK NOTE: THE "BASIS OF DESIGN" MATERIALS FOR THE PROJECT ARE LISTED ON THE SCHEDULE ABOVE. SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL INFORMATION AND OTHER APPROVE D SUBSTITUTIONS. BEIGE PUNCHED WINDOW SILLS DARK GRAY ALUMINUM CANOPY'S, FRONT ENTRY, PARAPET BLACK ALUMINUM DARK BAND AT CANOPYS & PARAPET GRAY ALUMINUM ROOF SCREEN ANODIZED ALUMINUM CURTAIN WALLS & PUNCHED WINDOWS TBD WINDOWS TBD TBD BEIGE MAIN WALL FIELD COLOR BROWN BASE AND ACCENT COLOR MP - 3 METAL PANEL AREA 800 SF 3,434 SF 1,269 SF 2,205 SF 5,035 SF SEE AFS-1 TOTAL 8,732 SF 3,428 SF PERCENTAGE 34 % 13 % 13 % 5 % 9 % 2 % 20 % TOTAL 25,582 SF 100 % LAKEVILLE FINISH CLASS GRADE A GRADE A GRADE C GRADE C GRADE C GRADE B GRADE A TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD GRADE A GRADE B GRADE C LAKEVILLE FINISH CLASS ALLOWABLE 65 % MINIMUM 35 % MAXIMUM 35 % MAXIMUM 68 % 2 % 31 % ACTUAL COMPOSITE PANELSCP-1 RED/BROWN WOOD LOOK ACCENT PANELS, CANOPY CEILINGS 1,079 SF 4 %GRADE CTBDTBD INSULATED SPANDREL GLAZINGGL-2 TBD WINDOWS SEE AFS-1 TOTALTBDTBD COMPOSITE ALUMINUM PANEL PRECAST CONC. CAP. PRECAST CONC. WATER TABLE. INTERNALLY ILLUMINATED SIGN ENCLOSURE BY TENANT'S SIGNAGE VENDOR. VERIFY SIZE. FACE BRICK. T.O. MASONRY ELEV. 108'-0" APPROX. GRADE. ELEC. CONDUIT. SEE ELEC. PLANS. T.O. SIGN ELEV. 115'-0" 9'-4" PRECAST CONC. CAP. PRECAST CONC. WATER TABLE. INTERNALLY ILLUMINATED SIGN ENCLOSURE BY TENANT'S SIGNAGE VENDOR. VERIFY SIZE. FACE BRICK. T.O. MASONRY ELEV. 105'-8" APPROX. GRADE.4'-8"4"8"4"6'-0"2' - 4"10' - 2"2' - 4" 14' - 10" ELEC. CONDUIT. SEE ELEC. PLANS.BR-22'-0"BR-12'-8"4"BR-18"Issues and Revisions: Commission No: Drawn by: Checked by: SHEET 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 | FAX (651) 642-1101 www.popearch.com POPE ARCHITECTS, INC.NOT FOR CONSTRUCTION0"1/2"1" TRUE SHEET SCALE 4/19/2017 3:19:20 PM C:\Revit Projects\57600-16176_MSP_r16_jmiersch234.rvt A3.1 EXTERIOR ELEVATIONS DM JEM 57600-16176 MEDICAL OFFICE BUILDING LAKEVILLE, MN 1/8" = 1'-0"A3.1 1 NORTH ELEVATION 1/8" = 1'-0"A3.1 2 SOUTH ELEVATION 1/8" = 1'-0"A3.1 3 WEST ELEVATION 1/8" = 1'-0"A3.1 4 EAST ELEVATION CITY SUBMITTAL 4/19/17 1/4" = 1'-0"A3.1 5 MONUMENT SIGN TYPE 1 ELEVATION 1/4" = 1'-0"A3.1 6 MONUMENT SIGN TYPE 2 ELEVATION EXHIBIT N Issues and Revisions: Commission No: Drawn by: Checked by: SHEET 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651) 642-9200 | FAX (651) 642-1101 www.popearch.com POPE ARCHITECTS, INC.NOT FOR CONSTRUCTION0"1/2"1" TRUE SHEET SCALE 4/19/2017 3:23:55 PM C:\Revit Projects\57600-16176_MSP_r16_jmiersch234.rvt A3.2 3D PERSPECTIVES DM JEM 57600-16176 MEDICAL OFFICE BUILDING LAKEVILLE, MN CITY SUBMITTAL 4/19/17 A3.2 1 NORTHWEST CORNER A3.2 2 SOUTHWEST CORNER PERMANENT EASEMENT TO BE VACATED SHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM©CEDAR AND DODDRETAIL ADDITIONLAKEVILLE, MNPRELIMINARY - NOT FOR CONSTRUCTIONNORTH EASEMENT LEGAL DESCRIPTION THAT PART OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 114, RANGE 20, DAKOTA COUNTY, MINNESOTA DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF OUTLOT E, CEDAR HIGHLANDS 5TH ADDITION, ACCORDING TO THE RECORDED PLAT THEREOF; THENCE SOUTH 89 DEGREES 26 MINUTES 07 SECONDS EAST, ASSUMED BEARING, ALONG THE SOUTH LINE OF SAID OUTLOT E, 300.00 FEET; THENCE SOUTHEASTERLY ALONG THE SOUTHERLY LINE OF SAID OUTLOT E AND ALONG A TANGENTIAL CURVE WHICH IS CONCAVE TO THE SOUTHWEST, RADIUS OF 350.00 FEET, CENTRAL ANGLE OF 29 DEGREES 51 MINUTES 06 SECONDS, 182.35 FEET; THENCE SOUTH 53 DEGREES 06 MINUTES 17 SECONDS WEST 17.07 FEET TO THE POINT OF BEGINNING OF THE LAND TO BE DESCRIBED; THENCE CONTINUING SOUTH 53 DEGREES 06 MINUTES 17 SECONDS WEST 44.32 FEET. THENCE SOUTHEASTERLY ALONG A NONTANGENTIAL CURVE WHICH IS CONCAVE TO THE SOUTHWEST, CENTRAL ANGLE OF 28 DEGREES 20 MINUTES 10 SECONDS, RADIUS OF 294.32 FEET, CHORD BEARING OF SOUTH 50 DEGREES 01 MINUTES 47 SECONDS EAST, 145.56 FEET TO A POINT OF REVERSE CURVE; THENCE SOUTHEASTERLY ALONG A TANGENTIAL CURVE WHICH IS CONCAVE TO THE NORTH-EAST, RADIUS OF 599.11 FEET, CENTRAL ANGEL OF 20 DEGREES 16 MINUTES 52 SECONDS, 212.07 FEET; THENCE SOUTH 56 DEGREES 08 MINUTES 34 SECONDS EAST, TANGENT TO LAST DESCRIBED CURVE, 74.19 FEET TO THE NORTHWESTERLY LINE OF PARCEL 5 AS SHOWN ON DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO. 67, ACCORDING TO THE RECORDED MAP THEREOF; THENCE NORTHEASTERLY ALONG THE NORTHERLY LINES OF PARCEL 5 AND PARCEL 6, SAID RIGHT OF WAY MAP, AND ALONG A NONTANGENTIAL CURVE WHICH IS CONCAVE TO THE SOUTHEAST, RADIUS OF 868.51 FEET, CENTRAL ANGLE OF 02 DEGREES 38 MINUTES 23 SECONDS, CHORD BEARING OF NORTH 32 DEGREES 32 MINUTES 15 SECONDS EAST, 40.01 FEET; THENCE NORTH 56 DEGREES 08 MINUTES 34 SECONDS WEST 73.27 FEET; THENCE NORTHWESTERLY ALONG A TANGENTIAL CURVE WHICH IS CONCAVE TO THE NORTH-EAST, RADIUS OF 559.11 FEET, CENTRAL ANGLE OF 20 DEGREES 16 MINUTES 52 SECONDS, 197.91 FEET TO A POINT OF REVERSE CURVE; THENCE NORTHWESTERLY ALONG A TANGENTIAL CURVE WHICH IS CONCAVE TO THE SOUTHWEST--RADIUS OF 334.32 FEET, CENTRAL ANGLE OF 24 DEGREES 51 MINUTES 00 SECONDS 145.00 FEET TO THE POINT OF BEGINNING. EXCEPT ANY PART OF PARCEL 5 OR PARCEL 5A OF SAID DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO. 67 CONTAINED THEREIN. CONTAINING APPROXIMATELY 16,952 SQUARE FEET.PERMANENTEASEMENTVACATION EXHIBITEXHIBIT 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 June 1, 2107 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: CEDAR AND DODD RETAIL ADDITION The Dakota County Plat Commission met on May 30, 2017, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 9 (Dodd Blvd.) and CSAH 23 (Cedar Ave.), and is therefore subject to the Dakota County Contiguous Plat Ordinance. The proposed plat is along CSAH 23, CSAH 9, and Glacier Way. The right-of-way needs along CSAH 23 are 100 feet of half right of way for a future 6-lane roadway with ½-mile full access spacing. The right-of-way needs along CSAH 9 are 75 feet half right of way for a four-lane divided roadway with ¼-mile full access spacing. According to the Cedar Avenue Corridor Study, future access along CSAH 23 includes a full access and traffic signal at Glacier Way and a restricted or ¾-access location at CSAH 9. CSAH 9 is planned for a turnback to the City in the future after 179th Street West extends westerly of CSAH 23 and connects to CSAH 9 (Dodd Blvd). CSAH 9 access includes a full access at Glacier Way and a future right-turns only access at Glascow Avenue (currently a full access). As discussed, with the future turnback of CSAH 9, the City and developer would like construct a ¾-access at the CSAH 9/Glascow Avenue intersection. With the City taking over CSAH 9 in the future, the Plat Commission was open to the ¾-access; however, the Transportation/Traffic Department requires approval of the geometric design for the ¾-intersection. The Plat Commission has reviewed the preliminary and final plat, provided that the described conditions are met, and will recommend approval to the County Board of Commissioners. Traffic volumes on CSAH 9 and CSAH 23 are 12,200 and 21,600 ADT (respectively) and are anticipated to be 19,200 and 35,000 ADT (respectively) by the year 2030. 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. EXHIBIT P 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: City of Lakeville Public Works – Engineering Division Memorandum To: Daryl Morey, Planning Director From: Alex Jordan, Senior Project Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Dave Olson, Community and Economic Development Director Date: June 22, 2017 Subject: Cedar and Dodd Retail Addition • Preliminary Plat Review • Site Plan Review • Grading and Erosion Control Plan Review • Utility Plan Review • Easement Vacation BBAACCKKGGRROOUUNNDD Hy-Vee, Inc. has submitted a preliminary plat named Cedar and Dodd Retail Addition and a conditional use permit to construct a gas station and convenience store on Lot 1, Block 1 and a site plan to construct a medical office building on Lot 2, Block 1. The proposed development is located east of and adjacent to Cedar Avenue (CSAH 23), northwest of and adjacent to Dodd Boulevard (CSAH 9), and south of and adjacent to Glacier Way. The parent parcels consist of one meets and bounds parcel zoned C-3, General Commercial District (PID No. 220100025024) and Outlot A, Crossroads 1st Addition, zoned C-3, General Commercial District (PID Nos. 221860000011 and 221860000012). The preliminary plat consists of four lots within one block and one outlot on 15.8 acres. The proposed development will be completed by: Developer: Hy-Vee, Inc. CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT JJUUNNEE 2222,, 22001177 PPAAGGEE 22 OOFF 88 Engineer/Surveyor: Kimley-Horn and Associates, Inc. The outlot created with the preliminary plat shall have the following use: Outlot A: Stormwater management basin; to be retained by the Developer (0.84 acres) SSIITTEE CCOONNDDIITTIIOONNSS The existing site contains vacant agricultural land. An existing overhead transmission line is located along the east side of the parcel within a private easement. Existing utility service stubs were extended to the property with the construction of Glacier Way with City Project No. 97-11. EEAASSEEMMEENNTT VVAACCAATTIIOONN Several existing public and private easements exist on the parent parcels. The Developer shall vacate the following public easements with the preliminary plat, contingent on City Council approval of the final plat: • Permanent Easement per Doc. No. 1443699 – previously dedicated for Glacier Way right-of-way. • Easement per Doc. No. 1339833 The following private easements shall not be vacated and will remain on the parent parcels: • Transmission line easement per Doc. Nos. 1513638 and 2290088 • Trail, drainage, and utility easement per Doc. No. 2880424 • Highway easement shown per Dakota County Road Right of Way Map No. 324 SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Cedar Avenue (CSAH 23) Cedar and Dodd Retail Addition is located east of and adjacent to Cedar Avenue, a minor arterial County roadway as identified by the City’s Transportation Plan. Dakota County controls the right-of-way requirements and access locations along Cedar Avenue. Cedar Avenue is currently constructed as a four-lane divided urban roadway adjacent to the plat. The intersection of Cedar Avenue and Glacier Way adjacent to the site is controlled by a traffic signal. No modifications are proposed to the signalized intersection. A ten-foot wide bituminous trail is located along both sides of Cedar Avenue. The current Dakota County Plat Needs Map dated April 16, 2013 identifies Cedar Avenue as a six-lane divided roadway with 100-feet of half right-of-way. The preliminary plat was reviewed and recommended for approval by the Dakota County Plat Commission at its May 30, 2017 meeting. The Developer is dedicating the necessary right-of-way as shown on the final plat. No access is proposed from the site directly onto Cedar Avenue. The Developer is required to coordinate with Dakota County to determine if improvements will be required along Cedar Avenue. The plan for any County road improvements must be CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT JJUUNNEE 2222,, 22001177 PPAAGGEE 33 OOFF 88 approved by Dakota County, and a permit for the work within the right-of-way must be obtained from the County. Dodd Boulevard (CSAH 9) Cedar and Dodd Retail 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 extension of 179th Street from its current terminus east to Pilot Knob Road, as identified in the Dakota County East-West Corridor Preservation Study completed in 2003. 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. The Developer is dedicating the necessary right-of-way, as shown on the preliminary plat. The Crossroads 1st Addition plat reserved an 80-foot wide designated access across from Glasgow Avenue for the future development of the parent parcels. The Developer is proposing to construct a private roadway with access to Dodd Boulevard at this location. The Developer has requested that Dakota County consider allowing this access to be ¾ restricted, rather than a right-in right-out restriction. Dakota County is willing to consider this request, contingent upon the Developer preparing an intersection design for the access restriction, which must be approved by the Dakota County Transportation Department. The Developer will be required to construct all improvements necessary for the access restriction, including a median within the Crossroads development on the east side of Dodd Boulevard. If the County does not approve the ¾ access design, the Developer must construct a full median at Glasgow Avenue, restricting the access to right-in right-out. The Developer must obtain a right-of-way permit for any improvements within the County right-of-way. The preliminary plat was reviewed and recommended for approval by the Dakota County Plat Commission at its May 30, 2017 meeting, contingent on reviewing and approving the access restriction design. In conjunction with the access revisions at Dodd Boulevard and Glasgow Avenue, Dakota County is requiring that the City install a traffic signal at the intersection of Dodd Boulevard and Glacier Way. The intersection of Dodd Boulevard and Glacier Way currently operates as a side street stop controlled along Glacier Way. The traffic signal is required due to the development of Cedar and Dodd Retail Addition, the access modifications at Glasgow Avenue, and increasing traffic volumes. The City previously collected a cash escrow with the Crossroads 1st Addition development (escrow no. 8188) for a portion of the costs of the traffic signal. The City will prepare a design and construct the improvements, prior to the issuance of a certificate of occupancy for any of the lots in the development. The Developer is required to submit a cash fee of $75,000 with the final plat for its share of the traffic signal installation. Glacier Way Cedar and Dodd Retail Addition is located south of Glacier Way, a major collector roadway as identified by the City’s Transportation Plan. Glacier Way is currently constructed as a 44-foot wide 2-lane undivided urban roadway adjacent to the site. The Developer is dedicating 40- feet of half right-of-way, consistent with the City’s Transportation Plan. CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT JJUUNNEE 2222,, 22001177 PPAAGGEE 44 OOFF 88 The Developer is proposing to construct two driveway accesses to Glacier Way; a driveway entrance to Lot 1, Block 1 and the private interior drive for the development. The Developer shall construct commercial driveway aprons, stop signs, stop bars, and pedestrian access ramps at the driveway access locations along Glacier Way. The Developer shall construct an east-bound right turn lane on Glacier Way at the private driveway to Lot 1, Block 1 with the development improvements. The Developer shall prepare a traffic control plan with the final construction plans for the roadway improvements along Glacier Way. Private Roadway The Developer proposes to construct a privately owned and maintained roadway within the interior of the site between Glacier Way and Dodd Boulevard. The private roadway will be constructed within a private access easement on Lots 1 and 2, Block 1, Outlot A and Outlot B. Three pairs of commercial driveway entrances are proposed along the private roadway, aligning directly across from the adjacent entrance. The Developer must install a stop sign and stop bar at each driveway entrance. The Developer shall construct the private roadway consistent with the City’s Standards for Roadway Construction. A five-foot wide private sidewalk will be constructed along the east side of the private roadway to promote pedestrian accessibility for the development. SSIITTEE PPLLAANN Cedar and Dodd Retail Addition includes the construction of a gas station and convenience store (Lot 1), a two-story medical office building (Lot 2), and plans for the future construction of retail and/or restaurant uses on Outlot B. Except for the access to the Hy-Vee convenience store from Glacier Way, access to the users will be from private driveway entrances onto the interior private roadway. The driveway design includes commercial concrete driveway aprons, stop signs, stop bars, cross walk striping and pedestrian curb ramps. The Developer has submitted turning movement templates demonstrating that proper vehicular circulation can be maintained within the site. The Developer of Outlot B will be required to submit a detailed site plan for Lots 3 and 4 at the time they are final platted into lots and blocks. The site design on the master site plan is shown for conceptual purposes only. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility, building and street construction shall be from a single rock construction entrance on Glacier Way as shown on the Erosion Control Plan. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS The Park Dedication requirement for the parent parcels has not been paid and will be satisfied through a cash contribution with the final plat. CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT JJUUNNEE 2222,, 22001177 PPAAGGEE 55 OOFF 88 The Developer shall construct an 8-foot wide trail along the west side of Dodd Boulevard and an 8-foot wide sidewalk along the south side of Glacier Way, consistent with the City’s Transportation Plan. The Developer shall post an escrow with the final plat for the future installation of a pedestrian curb ramp at the southwest corner of the intersection of Dodd Boulevard and Glacier Way. The pedestrian curb ramp will be installed by the City with the traffic signal installation. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Cedar and Dodd Retail 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. Development of Cedar and Dodd Retail Addition includes the extension of public sanitary sewer that was installed with City Project 97-11. The sanitary sewer improvements were assessed to the parent parcels and therefore the lateral sanitary sewer access charge will not be collected with the final plat. The public sanitary sewer will be constructed along the private roadway within a drainage and utility easement. Private sanitary sewer stubs will be extended to each parcel and to Outlot B for its future development. 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. WWAATTEERRMMAAIINN The watermain within Glacier Way to serve the proposed development was constructed with City Project 97-11 and previously assessed to the parent parcels; therefore, the lateral watermain access charge will not be collected with the final plat. Development of Cedar and Dodd Retail Addition includes the extension of a public watermain stub located on the parent parcel. The watermain will be constructed along the private roadway within a drainage and utility easement. Private water stubs will be extended to each parcel and to Outlot B for its future development. The Developer shall loop the interior watermain back to Glacier Way to provide a looped distribution system for the commercial businesses. The Developer shall prepare a traffic control and detour plan with the final construction plans for the watermain installation within Glacier Way. 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. CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT JJUUNNEE 2222,, 22001177 PPAAGGEE 66 OOFF 88 OOVVEERRHHEEAADD LLIINNEESS Overhead transmission utility lines and poles are located on the southeast 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 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. Development of Cedar and Dodd Retail Addition includes the construction of three privately owned and maintained stormwater basins. The private basins will be located within Outlot A and Lot 1, Block 1. The Developer shall sign a private maintenance agreement for the basins and dedicate a maintenance easement over the basin area prior to City Council consideration of the final plat. The stormwater management basin design is consistent with City requirements. Following completion of the site improvements and restoration, the Developer shall conduct two double ring infiltrometer tests (per filtration basin) in the location of the filtration basins to demonstrate that the design infiltration rates have been achieved. The Developer shall provide a security to ensure that this testing is completed. 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 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 Development of Cedar and Dodd Retail Addition includes the construction of a private and public storm sewer system. All of the storm sewer within the development shall be privately owned and maintained. The storm sewer within Glacier Way and Dodd Boulevard will be publicly owned and maintained. The Trunk Storm Sewer Area Charge has not been collected and will be required to be paid with the final plat. CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT JJUUNNEE 2222,, 22001177 PPAAGGEE 77 OOFF 88 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 Addition includes the construction of a privately owned and maintained retaining wall. The proposed retaining wall will be located within a drainage and utility easement on Lots 1 and 2, crossing the adjoining property line. The Developer shall post a security and enter into an encroachment agreement with the City prior to City Council consideration of the final plat for the private improvements to be constructed within the City’s easement. The Developer shall also prepare a private maintenance agreement for the retaining wall crossing multiple property lines. Retaining walls with a combined height greater than four feet shall be designed by a registered geotechnical or structural engineer and constructed in accordance with plans and specifications consistent with MnDOT requirements. A separate building permit from the City’s Building Official is required prior to the construction of the wall. The wall shall be inspected during construction and certified by the design engineer following construction. FEMA FLOODPLAIN ANALYSIS Cedar and Dodd Retail 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 The wetland delineation for the site was conducted on 08/23/2016 by Kimley Horn and Associates. Three wetlands were identified within the project boundaries. The Notice of Application was sent out 12/13/2016. No comments were received during the comment period. Based on the information provided in the report dated October 2016 and site visit, the wetland delineation for the area outlined in the report has been determined to be acceptable for use in implementing the Wetland Conservation Act. It is the applicant’s responsibility to obtain proper wetland approvals from the U.S. Army Corps of Engineers. A No Loss application was received on May 15, 2017. Based on the information provided in the application, the wetlands on the site were created due to changes in alignment of Dodd Boulevard. A No-Loss was approved for the site May 30, 2017. CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT JJUUNNEE 2222,, 22001177 PPAAGGEE 88 OOFF 88 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 or the Dakota County Soil and Water District. Any additional measures required shall be installed and maintained by the Developer. RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the preliminary plat, conditional use permit, site plan, grading and erosion control plan, utility plan, tree preservation plan and easement vacation for Cedar and Dodd Retail Addition, subject to the requirements and stipulations within this report. 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On June 29, 2017, the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of Hy-Vee Inc. for a conditional use permit to allow a convenience food use with a drive- through window and motor vehicle fuel sales. The Planning Commission conducted a public hearing on the conditional use permit application preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. FINDINGS OF FACT 1. The subject property is located in Comprehensive Planning District 3, which guides the property for Commercial. 2. The subject site is zoned C-3, General Commercial District. 3. Legal description of the property is: (see Exhibit A) 4. Chapter 4 of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The proposed retail use is consistent with the goals and objectives as outlined in District 3 of the Comprehensive Land Use Plan. b. The proposed use is or will be compatible with present and future land uses of the area. Finding: The proposed retail use will be compatible with present and future land uses of the area provided conformance with the stipulations outlined in the Conditional Use Permit. c. The proposed use conforms to all performance standards contained in the Zoning Ordinance and the City Code. 2 Finding: The proposed retail use will conform with all performance standards contained in the Zoning Ordinance provided conformance with the stipulations outlined in the Conditional Use Permit. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The proposed retail use can be accommodated by existing and proposed sanitary sewer and water services. e. Traffic generated by the proposed use is within capabilities of streets serving the property. Finding: The proposed retail use can be accommodated by the existing streets that serve the property. 5. The report dated June 22, 2017 prepared by Kris Jenson, Associate Planner is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the conditional use permit in the form attached thereto. DATED: June 29, 2017 LAKEVILLE PLANNING COMMISSION BY: __________________________ Jason Swenson, Chair 3 Exhibit A Parcel 1: That part of the Northwest Quarter of Section 10, Township 114, Range 20, Dakota County, Minnesota, lying Northwesterly of the centerline of Dodd Boulevard, and its Southwesterly extension, said centerline being the Southerly line of Parcel 6 of Dakota County Road Right Of Way Map No. 67, according to the recorded map thereof, and lying Southerly and Southwesterly of the following described line: Beginning at the Southwest corner of the plat of Cedar Highlands 5th Addition, according to the recorded plat thereof; thence South 89 degrees 26 minutes 07 seconds East assumed bearing, along the Southerly line of said plat, 375.00 feet; thence Southeasterly along the Southerly line of said plat and along a tangential curve which is concave to the Southwest, radius of 350.00 feet, central angle of 29 degrees 51 minutes 06 seconds, 182.35 feet; thence South 53 degrees 06 minutes 17 seconds West 17.07 feet; thence Southeasterly along a nontangential curve which is concave to the Southwest, radius of 334.32 feet, central angle of 24 degrees 51 minutes 00 seconds, chord bearing South 48 degrees 17 minutes 12 seconds East, 145.00 feet to a point of reverse curve; thence Southeasterly along a tangential curve which is concave to the Northeast, radius of 559.11 feet, central angle of 20 degrees 16 minutes 52 seconds, 197.91 feet; thence South 56 degrees 08 minutes 34 seconds East, tangent to last described curve, 75.32 feet to the South line of said Parcel 6, and said line there terminating. Except that part lying Easterly of C.S.A.H. No. 23 lying Northerly of a line drawn 15.68 feet Southerly of and parallel with the South line of Outlot E, Cedar Highlands 5th Addition, and lying Westerly of the Southwesterly extension of that particular Southeasterly line of said Outlot E having a record bearing of South 53 degrees 06 minutes 17 seconds West and a record distance of 693.54 feet. Dakota County, Minnesota Abstract Property Parcel 2: Outlot A, Crossroads 1st Addition. Dakota County, Minnesota Abstract Property Torrens Property