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HomeMy WebLinkAboutAirlake Station First Addition1 City of Lakeville Planning Department Memorandum To: Planning Commission From: Frank Dempsey, AICP, Associate Planner Date: September 13, 2019 Subject: Packet Material for the September 19, 2019 Planning Commission Meeting Agenda Item: Consider the application of Airlake Development, Inc. and U-Haul of Southern Minnesota for the following: 1) Preliminary and final plat of Airlake Station First Addition 2) Conditional use permit to allow a building height greater than 35 feet in the C-2, Highway Commercial District 3) Interim use permit to allow outdoor display of trucks and trailers for rent as an accessory use in the C-2 District 4) Interim use permit to allow outdoor storage of recreational vehicles in the C-2 District. 5) Vacation of drainage and utility easement Action Deadline: November 14, 2019 BACKGROUND Airlake Development, Inc. and U-Haul of Southern Minnesota representatives have submitted applications for the preliminary and final plat of two existing metes and bounds described parcels into one lot and one outlot for Airlake Station First Addition. The plans include the construction of a three-story climate-controlled U-Haul self-storage building including office and retail showroom. A conditional use permit is required to allow a building height greater than 35 feet. Interim use permits are required to allow outdoor display of U-Haul trucks and trailers for rent 2 as an accessory use and to allow outdoor storage of recreational vehicles. An easement vacation is also requested with the final plat of the property. The building foundation area will be 43,769 square feet. The total building square footage will be 131,307 square feet. The subject property consists of 19.88 acres and is located at the southeast corner of Cedar Avenue (CSAH 23) and Lakeville Boulevard (CSAH 50). The preliminary and final plat plans have been submitted to: 1. The Engineering Division 2. The Parks and Recreation Department 3. The Parks, Recreation and Natural Resources Committee 4. The Dakota County Plat Commission The following exhibits are attached for your information: EXHIBITS A. Location and Zoning Map B. Aerial Photo Map C. Survey D. Preliminary Plat E. Final Plat F. Demolition Plan G. Site Plan (3 Pages) H. Outdoor Storage Exhibit Plan I. Truck Turning Movement Plan J. Phasing Plan K. Grading Plan (4 Pages) L. Erosion and Sediment Control Phase Plans (3 Pages) M. Utility Plans (4 Pages) N. Tree Preservation Plan O. Landscape Plan (2 Pages) P. Exterior Lighting Plan Q. Building Elevations Plan R. Outdoor Storage Canopy Photo Examples S. Easement Vacation Sketch T. Dakota County Plat Commission letter dated April 8, 2019 3 Zoning and Surrounding Uses. The property is zoned C-2, Highway Commercial District. The proposed project abuts the following existing or planned land uses: Direction Existing Use Land Use Plan Zoning North Poquet Auto Sales Commercial C-2 General Commercial District South Manufacturing/Warehouse Building Industrial I-2, General Industrial District East Undeveloped Commercial C-2, General Commercial District West Belzer Auto Sales Commercial C-2 General Commercial District STAFF ANALYSIS PRELIMINARY AND FINAL PLAT The preliminary and final plat consists of one lot and one outlot on a 19.88 acre property. Lot 1, (U-Haul) totals 7.87 acres. The following outline describes the proposal in detail as it reflects to the Zoning Ordinance and Subdivision Ordinance requirements: a. Comprehensive Plan. The property is located in Planning District No. 8 of the 2030 Comprehensive Land Use Plan and District 6 of the draft 2040 Comprehensive Land Use Plan. The property is in the current Metropolitan Urban Service Area (MUSA) which means that City municipal services, including sanitary sewer service, are available to serve the property. The proposed Airlake Station First Addition preliminary plat meets the recommended goals and objectives of the 2030 and draft 2040 Land Use Plans. b. Existing Site Conditions. The 19.88-acre site is currently undeveloped in agricultural production of row crops. A farm homestead was located on the property with a driveway onto Lakeville Boulevard until 2006 or 2007. An agricultural storage building remains on the property and will be removed as part of the proposed development of the property. c. Lot/Block/Outlot. The preliminary and final plat of Airlake Station First Addition consists of one 7.87-acre lot and one 10.49-acre outlot totaling 18.36 acres. The final plat will include dedication of 1.52 acres for Cedar Avenue (CSAH 23) and Lakeville Boulevard (CSAH 50) right- of-way. The lots proposed with the preliminary plat exceed the minimum lot area and lot width requirements for the C-2, Highway Commercial District. The following is a tabulation of the lots as noted on the preliminary plat plans: 4 Preliminary and Final Plat Lot/Outlot Lot Area and Width Requirements Lot 1 Outlot A 20,000 sf 7.87 acres 10.49 acres 100 feet 622 feet 1,186 feet d. Streets. The preliminary and final plat of Airlake Station First Addition does not include the construction of any public streets. Access will be exclusively from a shared drive at Lakeville Boulevard (CSAH 50). Cedar Avenue (CSAH 23) is a four-lane divided road that abuts the west side of the property and is classified as a principal arterial in the Transportation Plan. There will be no access at Cedar Avenue. Additional right-of-way is required with the Airlake Station First Addition final plat in compliance with the Dakota County right-of-way needs map. Lakeville Boulevard (CSAH 50) is a two-lane undivided the first 2,250 feet east of Cedar Avenue where the concrete divided, four lane road begins. Lakeville Boulevard is classified as an arterial road. Dakota County identified Lakeville Boulevard as a future four-lane divided road. Two accesses will be constructed along Lakeville Boulevard. Lot 1 will include a right-in only access. A full access will be constructed further to the east to allow full turning movements. e. Grading, Drainage, Erosion Control and Utilities. City sanitary sewer and water is currently available to the site, which is available to Lot 1 and Outlot A. The area of the proposed preliminary and final plat is located within the current MUSA. All necessary public utilities will be constructed by the developer to serve the proposed first phase development following final plat approval. Sewer and water will be available to serve Lot 2 when it is final platted. The existing and planned future City sanitary sewer and water systems available to serve the area of the preliminary plat are adequate to accommodate the build-out of future industrial building(s) within the preliminary plat area. Grading and utility plans have been submitted with the Airlake Station First Addition preliminary and final plat. Grading, drainage, erosion control, and utility review comments are addressed in the engineering report dated September 13, 2019. A copy of the engineering report is attached for your review. Engineering recommends approval of the Airlake Station First Addition preliminary and final plat. f. Wetlands. There are no wetlands within the Airlake Station First Addition preliminary and final plat. 5 g. Tree Preservation. The area of the preliminary plat includes 80 significant trees, primarily in the area of the homestead removed in 2006 or 2007. All existing significant trees will be removed from the site. h. Park Dedication, Trails and Sidewalks. The City’s Comprehensive Parks, Trails, and Open Space Plan identifies a future trail along the south side of Lakeville Boulevard. A bituminous trail is currently located on the north side of Lakeville Boulevard and on the east side of Cedar Avenue. There are no park land needs identified in the area of the plat. Park dedication cash fees will be required with approval of the 7.87-acre Lot 1 to be calculated prior to City Council approval of the final plat. The 2019 commercial park dedication fee rate is $7,693 per acre. EASEMENT VACATION A 20-foot wide public utility easement (recorded document number 412594) located along the west side of the property adjacent to Cedar Avenue is proposed to be vacated. The City acquired the easement in 1972. The final plat will overlay the easement with platted public right of way and a platted drainage and utility easement. All utility companies with a potential interest in the easement have been notified. No notice has been received opposing the proposed vacation. SITE PLAN ANALYSIS CONDITIONAL USE AND INTERIM USE PERMITS Building Height. Section 11-72-15 of the Zoning Ordinance allows a maximum building height of 35 feet in the C-2 District. Section 11-17-17 describes the criteria to allow a building to exceed the 35-foot height requirement subject to approval of a conditional use permit. The building is proposed to be 40 feet in height, which also requires an additional five feet of setback for each 10 feet of excess building height. The proposed building exceeds that setback requirement. Building Setbacks. The building setback requirements of the C-2 District are being met with the proposed site plans for Lot 1 as follows: Required Setbacks According to Building Height Lot 1, Block 1 Front Yard (North) - 35 feet Front Yard - 145 feet Side Yards - East 15 feet, west 35 feet Side Yards – west 110 ft; east 180 ft Rear Yard -------15 feet Rear Yard – 232 ft 6 Outdoor Rental. Outdoor rental is allowed as an accessory use by Section 11-72-9.A of the Zoning Ordinance subject to approval of an interim use permit. U-Haul plans to include space for the parking of rental vehicles and trailers in 39 designated spaces along the north and west sides of the property abutting Lakeville Boulevard and Cedar Avenue and adjacent to the east side of the building. An interim use permit requires compliance with the following performance standards: A. Outdoor service, sale and rental as an accessory use, provided that: 1. Outdoor services, sales and equipment rental connected with the principal use is limited to thirty percent (30%) of the gross floor area of the principal use. The outdoor rental area will comprise 17% of the building floor area. 2. Outdoor rental areas are fenced or screened from view of neighboring residential uses or an abutting Residential District in compliance with section 11-21-9 (Landscaping/Screening) of the Zoning Ordinance. The outdoor rental area does not abut a residential use or residential district, but the rental display area will be screened with rows of shrubs and overstory trees in compliance with Zoning Ordinance requirements for commercial parking lots. 3. Sales and rental area is surfaced with asphalt, concrete or pavers to control dust. The outdoor rental area will be surfaced with bituminous asphalt pavement. 4. The use does not take up parking space as required for conformity to this title. The outdoor rental display area will not occupy required parking spaces. 5. The interim use permit shall terminate upon a change of occupancy or other date as determined by the City Council in accordance with the requirements for interim use permits per Section 11-5-7 of the Zoning Ordinance. The interim use permit for outdoor rental will terminate upon a change of use of the property that no longer includes outdoor rental. Outdoor Storage. Outdoor storage is allowed as an accessory use by Section 11-72-9.B subject to approval of an interim use permit. U-Haul plans to include outdoor storage for public 7 recreational vehicles in a 1.2-acre area covered with a flat canopy roof. The outdoor storage area would be a two-phase construction project as demand dictates. The interim use permit requires compliance with the following: B. Outdoor storage as an accessory use, provided that: 1. Outdoor storage connected with the principal use is limited to thirty percent (30%) of the gross floor area of the principal use. The proposed first phase outdoor storage area is 23,925 square feet (18.2%). Phase II would include 29,150 square feet (53,075 square feet total) which would equal 40% of the gross square footage of the principal building (131,307 square feet). Phase two would require an amendment to the Zoning Ordinance prior to expansion of the outdoor storage area. The developer is aware of this requirement. The second phase outdoor storage area will have to be reduced to comply with the maximum allowed 30% if a Zoning Ordinance amendment is not approved by the City Council. 2. The storage area is fenced and screened from view of neighboring residential uses, abutting Residential Districts and the public right-of-way in compliance with Section 11-21-9 of the Zoning Ordinance. The outdoor storage does not abut a residential use or an abutting residential district. The outdoor storage area will be screened with eight-foot tall spruce or fir trees from view of Cedar Avenue. The outdoor storage area will be screened with Cedar Avenue (CSAH 23) with a row of 10 evergreen trees. 3. The storage area is surfaced with asphalt, concrete or pavers to control dust. The storage area will be surfaced with bituminous asphalt pavement. 4. The storage area does not take up parking space as required for conformity to Section 11- 19 (Parking) of the Zoning Ordinance. The outdoor storage area will not occupy required parking spaces. 5. The storage does not include any waste, except as provided in Section 11-18-11(Accessory Buildings) of the Zoning Ordinance. This performance standard will be a stipulation of the interim use permit. 8 6. The interim use permit shall terminate upon a change of occupancy or other date as determined by the city council in accordance with Section 11-5-7 (Interim Use Permits) of the Zoning Ordinance. The interim use permit for outdoor storage will terminate upon a change of use of the property that does not include outdoor storage. Building Exterior. The building is proposed to be constructed of pre-cast concrete panel walls with brick inlay, stone and glass, equal to 67.2% of the total building wall area, on the north, west and east building walls. The south wall will be 100% pre-cast concrete panel wall with a sandblasted exterior (Grade B) equal to 32.2% of the total building wall area. The building exterior materials meet the requirements of the Zoning Ordinance. Parking. U-Haul’s 131,307 square foot rental and storage building requires 32 parking spaces based on the UTE ratio of 0.14 spaces for 1,000 square feet of warehouse space, one space for each 200 square feet of office space and one space for each 200 square feet of customer service/merchandise/showroom area. The site plan provides 32 parking spaces in compliance with Zoning Ordinance requirements. The estimated required number of parking spaces is calculated as follows: Building Square Footage – 131,307 square feet Office – 128 square feet / 200 = 1 space Retail/Showroom -2,634 square feet / 200 = 13 spaces Warehouse/Self-Storage – 128,145 sf x 0.14 per each 1,000 sf = 18 spaces On-Site Parking (total required) .……………………..….32 spaces Parking to be Constructed….……………..………..……..32 spaces Due to the unique mix of proposed uses of the building for outdoor display, vehicle and trailer rental, and warehouse/storage, the on-site parking will have to managed such that adequate customer parking remains available to the public at all times. Employees should also be encouraged to use the parking spaces on the south side of the building. Parking of rental vehicles and equipment shall not occur within drive aisles and driveways. Access. Access to Airlake Station First Addition will be from a single shared driveway on Lakeville Boulevard (CSAH 50). A shared driveway with a cross access easement will allow traffic between Lot 1 and Outlot A to share the driveway accesses. All driveway accesses to public streets meet Zoning Ordinance requirements. 9 Circulation. All parking aisles and parking stalls comply with the required aisle width of 24 feet and parking stall dimensions of 9 feet in width and 20 feet in length. The driveways provide adequate width and turning radii to accommodate truck turning movements and emergency vehicle access. A truck turning movement plan was submitted and is attached as Exhibit I. Landscaping/Screening. The landscape plan for Lot 1 (U-Haul site) proposes 32 trees and 212 shrubs plus ornamental grasses specified in the table below: Landscape Materials 20 Deciduous trees (2.5 inch min. caliper) 12 Conifer trees (8 foot minimum height) 212 Shrubs and perennials All plant materials shall be set back at least five feet from all property lines, including street right- of-way lines. All landscaped areas within and adjacent to the parking lot shall be irrigated in compliance with the Zoning Ordinance. All areas not planted with trees, shrubs or perennials will be seeded with a natural grass mixture as shown on the landscape plan. The landscape plan proposes Swiss Stone pine trees as screening from Cedar Avenue. These trees are very slow growing and excellent landscape tree, but not believed suitable to provide a quick screening effect intended adjacent to Cedar Avenue. Staff recommends that the proposed six-foot tall Swiss Stone trees be replaced with either Black Hills spruce or Norway spruce trees a minimum of eight feet in height in compliance with the Corridor and Gateway Design Study referenced in Section 11-21 of the Zoning Ordinance. A financial security shall be submitted to guarantee installation of the landscaping on Lot 1. Financial securities will be determined at the time of final plat approval. Landscaping for future lots will be completed as they are platted and following the approval of site and landscape plans. Signage. Detailed sign plans have not been submitted. Section 11-23-19.E allows a building in the C-2, Highway Commercial District one freestanding sign not to exceed 100 square feet in area and 20 feet in height. Single occupancy commercial buildings exceeding 45,000 square feet in area are allowed one individual wall sign up to 440 square feet in area for one single wall and a second wall sign for buildings on a corner lot not to exceed 200 square feet in area. Secondary wall signage is allowed for such buildings not to exceed 72 square feet per sign but not exceeding 144 square feet total. A sign permit must be issued by the Planning Department prior to the installation of any signs. 10 Site Lighting. The lighting plan proposes eight free standing light fixtures on 25-foot poles located along the west, north and east boundary of the lot. Fifteen (15) wall pack lights are proposed on the front, sides and rear of the building. The wall pack fixtures are proposed to be full cut-off style that will not glare onto public road right-of-way or skyward. The photometric plan indicates that the light intensity at the public right-of-way does not exceed one foot-candle. Trash and Recycling Enclosure. All outdoor trash and recycling containers must be stored in an enclosure screened with a structure that is a minimum of 6 feet in height or one foot taller than the containers and must be constructed of materials that match the architecture of the principal building. The preliminary plat plans do not include plans for outdoor trash containers at this time. The building permit plans and site plans shall include outdoor trash enclosure details that comply with Zoning Ordinance requirements if any outdoor trash and recycling containers are proposed. Mechanical Screening. Rooftop mechanical screening must be located so that it is not visible from the public streets. Any ground mounted mechanical units must be screened with landscaping and/or a maintenance free fence. Snow Storage. Snow storage may not take place in required parking spaces. Dakota County Plat Commission. The Dakota County Plat Commission reviewed the preliminary plat at their April 1, 2019 meeting under the provisions of the Dakota County Contiguous Plat Ordinance for access and County Road right-of-way needs and considered the preliminary plat acceptable to the needs of Dakota County. A copy of the Dakota County Plat Commission letter dated April 8, 2019 is attached. RECOMMENDATION Planning Department staff recommends approval of the Airlake Station First Addition preliminary and final plat, conditional use permit, interim use permits, and easement vacation subject to the following stipulations: 1. Implementation of the recommendations listed in the September 13, 2019 engineering report. 2. The site and building exterior shall be developed in compliance with the plans approved by the City Council and Zoning Ordinance requirements. 11 3. Parking of rental vehicles and equipment shall not occur within drive aisles and driveways. 4. A financial security shall be submitted to guarantee installation and completion of the approved landscaping for Lot 1, Block 1 and for the storm water and infiltration basins and drainage ways at the time of final plat approval. All landscaped areas within and adjacent to the building and parking lot shall be irrigated. Trees and shrubs shall not be planted in road right-of-way. 5. The evergreen trees between the outdoor storage area and Cedar Avenue shall be screened with minimum eight-foot tall Black Hills Spruce or Norway Fir trees. The landscape plan shall be amended to comply with this requirement prior to City Council consideration. 6. Construction of Phase II outdoor storage area will require an amendment to the Zoning Ordinance to allow more than 30% of the gross floor area of the building for outdoor storage. 7. A private cross-access easement between Lot 1, Block 1 and Outlot A shall be submitted prior to release of the final plat mylars. 8. All signs shall comply with the Zoning Ordinance requirements for the C-2 District. A sign permit shall be issued by the Planning Department prior to the installation of any signs. 9. Snow storage shall not take place in required parking spaces. 10. Site lighting shall not exceed one-foot candle at the property line adjacent to public right-of-way. All exterior light fixtures shall be down-cast design so as not to glare onto public right-of-way. 11. The building permit and site plans must include outdoor trash enclosure details that comply with Zoning Ordinance requirements if trash is to be stored outdoor. The trash enclosures shall match the exterior materials of the principal building and shall include maintenance free gates. 12. The interim use permits shall terminate upon a change of occupancy or use of the property for outdoor rental display or outdoor storage, as each of the two interim use permits apply. RST-2 C-2 P/O S I-2 RSMH I-2 RM-2 C-2 I-2 P/O S I-2 RS-3 70 23 23 23 50 205TH ST W SHAKE S P E AR E B LV D G E MIN ITRLROMEODR215TH ST W 210TH ST W MA CBETH CIRGRENADA AVELAKEVILLE BLVD JULIETDRCEDAR AVEHANOVER AVECEDARAVEANTHO NYDR A I R L A K E S TAT I O N F I R S T A D D I T I O N AIRLAKE STATION FIRST ADDITION Property Information Au gust 26, 2019 0 450 900225 ft 0 130 26065 m 1:4,800 Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. PROPOSED RIGHT-INONLY ACCESSPROPOSED FULL ACCESSCEDAR AVENUE (C.S.A.H. NO. 23)L O T 1B L O C K 1O U T L O T APROPOSED PRIVATEACCESS ROADLEGENDPROPERTY / ROW / SUBDIVISION LINESETBACK LINEEASEMENT LINEEXISTING CONTOURPROPOSED CURBPROPOSED WATERPROPOSED SANITARY SEWEREXISTING CURBPROPOSED SANITARY SEWER STRUCTUREEXISTING SANITARY SEWEREXISTING SANITARY SEWER STRUCTUREEXISTING STORM SEWEREXISTING STORM SEWER STRUCTUREEXISTING GASEXISTING POWEREXISTING COMMUNICATIONSRESTRICTED ACCESS PER DAKOTA COUNTYCONTIGUOUS PLAT ORDINANCEEXISTING SURVEY MONUMENTNORTHEXISTING LEGAL DESCRIPTIONTHE WEST 1309.70 FEET OF THAT PART OF THE NORTHWEST QUARTER OFSECTION 34, TOWNSHIP 114, RANGE 20, DAKOTA COUNTY, MINNESOTA,LYING SOUTHERLY OF STATE TRUNK HIGHWAY NO. 50 AND LYINGNORTHERLY OF THE NORTH LINE OF THE LAND PLATTED AS TORO FIRSTADDITION AIRLAKE INDUSTRIAL PARK, TORO SECTON ADDITION AIRLAKEINDUSTRIAL PARK AND FULFORD GROUP FIRST ADDITION.ANDPART OF THE NORTHWEST QUARTER OF SECTION 34, TOWNSHIP 114,RANGE 20, DAKOTA COUNTY, MINNESOTA, BEGINNING AT INTERSECTIONOF EAST LINE OF THE WEST 1309.70 FEET AND SOUTH LINE OF RIGHT OFWAY MAP 166B OF SAID NORTHWEST QUARTER SECTION ON SAID EASTLINE 389.30 FEET EAST 650.02 FEET NORTH 305.96 FEET TO SOUTH LINE OFRIGHT OF WAY MAP 166B WEST ON SOUTH LINE 654.72 FEET TO POINT OFBEGINNING.PROPERTY SUMMARYACRESLOT 1, BLOCK 17.87 ACOUTLOT A10.49 ACPUBLIC DEDICATION1.52 ACTOTAL19.88 ACEXISTING PROPERTY ZONINGC-2 GENERAL COMMERCIALPROPOSED PROPERTY ZONINGC-2 GENERAL COMMERCIALOWNER/SUBDIVIDER:AIRLAKE DEVELOPMENT, INC.800 LASALLE AVENUE, SUITE 1610MINNEAPOLIS, MN 55402(612) 564-4070ENGINEER:KIMLEY-HORN AND ASSOCIATES, INC.PREPARED BY: BRIAN WURDEMAN, PE #531132550 UNIVERSITY AVE W, SUITE 238 NST. PAUL, MN 55114TELEPHONE (651) 645-4197SURVEYOR:EGAN, FIELD & NOWAK, INC.1229 TYLER STREET NE, SUITE 100MINNEAPOLIS, MN 55413ERIC ROESERTELEPHONE (612) 466-3300PROPOSED LEGAL DESCRIPTIONLOT 1 BLOCK 1 AIRLAKE STATION FIRST ADDITIONOUTLOT A AIRLAKE STATION FIRST ADDITIONPRELIMINARY PLAT AIRLAKE STATION FIRST ADDITIONV1.0SHEET NUMBER 2017 KIMLEY-HORN AND ASSOCIATES, INC. 2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM © PRELIMINARY - NOT FOR CONSTRUCTION DATE CHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT CR 50 & CEDAR AVE LAKEVILLE, MN DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. MH MHST C.B. ST OHE STSTST C.B. C.B. C.B. C C.B. C.B. C.B. C.B. C.B. C.B. C.B. C.B. C.B. C.B. C.B.C.B. C.B.C.B. C.B. C.B. C.B. C.B. C.B.C C C C 12"ST 12"ST 12"ST 18"ST12"W12"W12"W12"W12"W 12"W 12"W 12"W 12"WGGGGG15"S15"S15"SHYD.HYD.HYD.HYD.HYD. HYD. PIV PIV PIV PIV PIV PIV PIV PIV PIV 8"W 8"W 8"W 8"W 8"W 8"W WWWWWWWWWWWWW15"ST 18"ST 18"ST 2 1 " S T 18"ST 12"ST 15"ST 15"ST HYD.OHEOHEOHEELEC. M.H. CABLE BOX CABLE BOX P.P. P.P. P.P. P.P. P.P. P.P. P.P. P.P. P.P. BUILDINGTREESTREESTTOHE HYD. 953. 7 2 948. 5 5 952. 2 5 954. 1 9 957. 6 0 952. 8 1 956. 7 7 956. 8 6 tnh CABLE BOX tnhtnhtnhtnhtnh BUILDING F.F.=950.0CEDAR AVENUE (C.S.A.H. NO. 23)LAKEVILL E B O U L E V A R D ( C . S . A . H . N O . 5 0 ) EXISTING 90076 90102 90130 90178 90197 90198 90210 90212 90225 90228 90229 90241 90242 90247 90255 90259 90261 90265 90298 90301 90302 90312 90322 90335 90363 90366 90367 90371 90372 90373 90385 90386 90394 90395 90401 90402 90403 90406 90408 9040990417 90418 90422 90423 90424 90427 90453 90454 90492 90494 90499 90500 90501 90503 90268 90271 90299 90323 90352 90354 90356 90380 90384 90397 90398 90404 9041390496 90120 90137 90218 90264 90266 90267 90269 90270 90392 90412 90443 90031 90194 90368 90502 B B D C C C H H G G F E ASTORMWATER CATCH BASIN ASTORMWATER CATCH BASIN ASTORMWATER CATCH BASIN ASTORMWATER CATCH BASIN ASTORMWATER CATCH BASIN ASTORMWATER CATCH BASIN ASTORMWATER CATCH BASIN A12" WATER MAIN E E A CABLE BOX A CABLE BOX B A FIRE HYDRANT A FIRE HYDRANT A FIRE HYDRANT A FIRE HYDRANT AFIRE HYDRANT A 8" WATER LINE A 8" WATER LINE I I I I I I IOUTLOT A LOT 1 DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT A A GAS MAIN OVERHEAD ELECTRIC A COMMUNICATIONS LINE J K K K This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2019 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\launch properties\lakeville - cr50 and cedar ave\3 Design\CAD\plansheets\C2-DEMO PLAN.dwg September 04, 2019 - 7:50am©BYREVISIONSNo.DATEPERMIT SET - NOT FOR CONSTRUCTIONDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTAIRLAKE STATIONDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.LAKEVILLEMN1CITY COMMENTS09/03/19CPC1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. 6.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH LAKEVILLE, DAKOTA COUNTY AND MN/DOT. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF LAKEVILLE DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14.ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MN REQUIREMENTS. 16.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTES NORTH KEYNOTE LEGEND ITEM TO REMAIN, PROTECT DURING CONSTRUCTION CURB REMOVAL OVERHEAD POWER LINE TO BE REMOVED, COORDINATE WITH UTILITY COMPANY POWER POLE TO BE REMOVED, COORDINATE WITH UTILITY COMPANY GRAVEL SURFACE REMOVAL BUILDING AND SLAB REMOVAL VEGETATION CLEARING AND GRUBBING TREE TO BE REMOVED LIMITS OF DISTURBANCE - LIMITS HAVE BEEN OFFSET FROM PROPERTY LINE FOR CLARITY WHEN APPLICABLE REMOVE EXISTING FIELD ACCESS REMOVE EXISTING CATCH BASIN A B C D E F G H I J K LIMITS OF DISTURBANCE REMOVE GRAVEL SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE. SEE TREE PRESERVATION TABLE ON SHEET C201 REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING STORM CATCHBASIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING CABLE BOX EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND DEMO PLANC200 C OHE 11 10 10 10 13 4 PROPOSED U-HAUL BUILDING 43,769 SQ. FT. 131,307 GROSS SQ. FT. FFE=967.00 5 STORM SEWER (BY OTHERS) STORMWATER MANAGEMENT AREA (BY OTHERS) PROPOSED BITUMINOUS PAVEMENT (BY OTHERS) STORMWATER MANAGEMENT AREA (BY OTHERS) LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONU-HAUL SELF STORAGE MINNESOTALAKEVILLE B.M. ELEVATION=953.91 T.N.F.H. 20' EAST OF CEDAR AVENUE ON THE SOUTHERN PROPERTY LINE OF SITE. X X XXX 23121 SITE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, - PJJ RJA/PJJ RJA 19-23121 --/--/-- C3-10 SITE PLAN C3-10 SITE PLAN ---- ---- C3-10 0 SCALE IN FEET 40 80 120 EXISTING PROPERTY LINE, TYP. ACCESSIBLE PARKING MARKING (WHITE PAINT) (TYP. OF 2) NO PARKING STRIPING, TYP. LIGHT POLE (TYP. OF 8)(SEE C6-10) RETAINING WALL W/RAILING (SEE STRUCTURAL PLANS) LOADING DOCK (SEE STRUCTURAL PLANS) WHEEL STOP, TYP. CUSTOMER LOADING AREA 6' BLACK VIYNL CHAIN-LINK FENCE (SEE DETAIL, SHEET C0-20) ENTRANCE GATE (SEE DETAIL, SHEET C0-22) (COORDINATE W/OWNER) EXIT GATE (SEE DETAIL, SHEET C0-22) (COORDINATE W/OWNER) B618 CURB & GUTTER, TYP. (SEE DETAIL, SHEET C0-20) BITUMINOUS PAVEMENT (SEE DETAIL, SHEET C0-20) PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE PAVEMENT WALL MOUNTED ACCESSIBLE PARKING SIGN (TYP. OF 2)(SEE DETAIL, SHEET C0-20) ARCHITECTURAL STOOP, TYP. (SEE ARCHITECTURAL SHEETS) OUTDOOR RV STORAGE CANOPY EXTENTS (COORDINATE W/OWNER) MODULAR BLOCK RETAINING WALL (SEE DETAIL, SHEET C0-20) WALL MOUNTED NO PARKING SIGN (TYP. OF 2)(SEE DETAIL, SHEET C0-20) CONCRETE PAVEMENT, TYP. (SEE DETAIL, SHEET C0-20) LOADING DOCK (SEE STRUCTURAL PLANS) SIDEWALK (SEE DETAIL, SHEET C0-20) FUTURE BUILDING PADMGE: 962.40 - 960.36FFE: 962.40FUTURE BUILDING PADMGE: 960.65 - 958.60FFE: 960.65EXISTING BTD INDUSTRIAL BUILDINGFFE: 950.00LAKEVILLE BOULEVARD WEST(C.S.A.H. NO. 50)LAKEVILLE BOULEVARD WEST(C.S.A.H. NO. 50)CEDAR AVE(C.S.A.H. NO. 23)LOT 1 -PROPOSED U-HAUL BUILDING PADMGE: 965.83FFE: 967.00OUTLOT ADRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENTPROPOSEDSTORMWATERMANAGEMENT AREAPROPOSED STORMWATER MANAGEMENT AREAPROPOSEDSTORMWATERMANAGEMENT AREA40' BUILDING SETBACK15' LANDSCAPE SETBACK5' LANDSCAPE SETBACK30' BUILDING SETBACK5' LANDSCAPE SETBACK10' BUILDING SETBACK10' BUILDING SETBACKREFER TO U-HAUL SITEIMPROVEMENT PLANS FOR LOT1 IMPROVEMENTS (BY OTHERS)40' BUILDING SETBACK15' LANDSCAPE SETBACKPROPOSED RIGHT-INONLY ACCESSPROPOSEDFULL ACCESSSHARED MONUMENT SIGNSHAREDMONUMENT SIGNFUTURE 10' BITUMINOUS TRAIL(COMPLETED BY OTHERS)TEMPORARY DRAINAGE ANDUTILITY EASEMENTTEMPORARY DRAINAGE ANDUTILITY EASEMENTPROPOSED CURB AND GUTTERPROPERTY LINESETBACK LINEPROPOSED CONCRETE PAVEMENTPROPOSED STORMWATER MANAGEMENT AREALEGENDPROPOSED HEAVY DUTY ASPHALTThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2019 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K:\TWC_LDEV\launch properties\lakeville - cr50 and cedar ave\3 Design\CAD\plansheets\OVERALL SITE PLAN.dwg September 04, 2019 - 7:51am © BYREVISIONSNo.DATE PERMIT SET - NOT FOR CONSTRUCTION DATE CHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT AIRLAKE STATION DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO.LAKEVILLE MN 1 CITY COMMENTS 09/03/19 CPCSITE PLAN NOTES1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS ANDCODES AND O.S.H.A. STANDARDS.2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONSAND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCKDOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCELOCATIONS.3.ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH ANDWATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED.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 OTHERWISENOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE,SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE INACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BEINCLUDED IN BASE BID.7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM ASURVEY BY EGAN, FIELD & NOWAK.8.TOTAL LAND AREA IS 17.93 ACRES.9.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING ANDELECTRICAL PLAN.10.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUNDSTRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING ORPROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ONPLANS OTHERWISE.PROPERTY SUMMARYLAUNCH PROPERTIESLOT 17.87 ACOUTLOT A10.31 ACTOTAL PROPERTY AREA18.18 ACTOTAL DISTURBED AREA19.71 ACZONING SUMMARYEXISTING ZONINGI-2 GENERAL INDUSTRIALPROPOSED ZONINGI-2 GENERAL INDUSTRIALBUILDING SETBACKSFRONT = 40'SIDE = 10'REAR = 30'NORTHOVERALL SITE PLANC400 FUTURE BUILDING PAD EXISTING BTD INDUSTRIAL BUILDING FFE: 950.00 EXISTING BTD INDUSTRIAL BUILDING LAKEVILLE BOULEVAR D W E S T (C.S.A.H. N O . 5 0 )CEDAR AVE(C.S.A.H. NO. 23)LOT 1 - PROPOSED U-HAUL BUILDING PAD MGE: 965.83 FFE: 967.00 A B C C D F E F FUTURE BUILDING PAD FFE: 961.40 DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT PROPOSED STORMWATER MANAGEMENT AREA 10' BUILDING SETBACKREFER TO U-HAUL SITE IMPROVEMENT PLANS FOR LOT 1 IMPROVEMENTS (BY OTHERS) 40' BUILDING SETBACK 15' LANDSCAPE SETBACK PROPOSED RIGHT-IN ONLY ACCESS 5' LANDSCAPE SETBACK 30' BUILDING SETBACK H A B 30.0'16.0'16.0'R125.0' R 10.0'R5.0' R8.0'12.0'13.4'159.9' 149.8' 162.6' PROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE PROPOSED CONCRETE PAVEMENT PROPOSED STORMWATER MANAGEMENT AREA LEGEND PROPOSED HEAVY DUTY ASPHALT KEYNOTE LEGEND B612 CURB & GUTTER TURN LANE STRIPING ARROW (SEE DETAILS) 4" WHITE TURN LANE STRIPING (SEE DETAILS) PROPOSED RAISED, CURB-LESS CONCRETE MEDIAN B618 CURB & GUTTER TRANSITION FROM B612 CURB & GUTTER TO B618 CURB & GUTTER NOT USED. SHARED MONUMENT SIGN. EXACT LOCATION AND SIZE OF SIGN PER SIGN MANUFACTURER. 3' CONCRETE CURB FLUME. A B C D E F G H I This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2019 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\launch properties\lakeville - cr50 and cedar ave\3 Design\CAD\plansheets\C4-SITE PLAN.dwg September 04, 2019 - 7:51am©BYREVISIONSNo.DATEPERMIT SET - NOT FOR CONSTRUCTIONDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTAIRLAKE STATIONDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.LAKEVILLEMN1CITY COMMENTS09/03/19CPCMATCHLINE (SEE SHEET C402)NORTH 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 DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY EGAN, FIELD & NOWAK. 8.TOTAL LAND AREA IS 17.93 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.ENLARGED SITEPLANC401 PROPERTY SUMMARY LAUNCH PROPERTIES LOT 1 7.87 AC OUTLOT A 10.31 AC TOTAL PROPERTY AREA 18.18 AC TOTAL DISTURBED AREA 19.71 AC ZONING SUMMARY EXISTING ZONING I-2 GENERAL INDUSTRIAL PROPOSED ZONING I-2 GENERAL INDUSTRIAL BUILDING SETBACKS FRONT = 40' SIDE = 10' REAR = 30' PROPOSED U-HAUL BUILDING 44,374 SQ. FT. 116,660 GROSS SQ. FT. FFE=969.00 11 10 10 8 5 1 5 LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONU-HAUL SELF STORAGE MINNESOTALAKEVILLE B.M. ELEVATION=953.91 T.N.F.H. 20' EAST OF CEDAR AVENUE ON THE SOUTHERN PROPERTY LINE OF SITE. X X XXX 23121 PARKING EXHIBIT DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, - PJJ RJA/PJJ RJA 19-23121 --/--/-- 1 OUTDOOR USAGE EXHIBIT C3-10 PROPOSED SITE PLAN ---- ---- C3-10 0 SCALE IN FEET 40 80 120 EXISTING PROPERTY LINE, TYP. OUTDOOR RV STORAGE OUTDOOR DISPLAY AREA FOR RENTAL TRUCKS & TRAILERS, TYP. ZONING REQUIREMENTS TYPE OUTDOOR AREA (SQ. FT.) GROSS BUILDING AREA (SQ. FT.) USAGE PERCENTAGE (30% MAX.) OUTDOOR DISPLAY AREA FOR RENTAL TRUCKS & TRAILERS 26,462 116,660 22.70% OUTDOOR RV STORAGE 27,021 116,660 23.16% 11 10 10 8 5 1 5 PROPOSED U-HAUL BUILDING 44,900 SQ. FT. 116,660 GROSS SQ. FT. FFE=969.00 STORM SEWER (BY OTHERS) STORMWATER MANAGEMENT AREA (BY OTHERS) PROPOSED BITUMINOUS PAVEMENT (BY OTHERS) STORMWATER MANAGEMENT AREA (BY OTHERS) LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONU-HAUL SELF STORAGE MINNESOTALAKEVILLE B.M. ELEVATION=953.91 T.N.F.H. 20' EAST OF CEDAR AVENUE ON THE SOUTHERN PROPERTY LINE OF SITE. X X XXX 23121 TRUCK MOVEMENTS DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, - PJJ RJA/PJJ RJA 19-23121 --/--/-- 1 TRUCK MOVEMENT EXHIBIT C3-10 SITE PLAN ---- ---- C3-10 0 SCALE IN FEET 40 80 120 EXISTING PROPERTY LINE, TYP. 11 10 10 10 11 4 PROPOSED U-HAUL BUILDING 43,769 SQ. FT. 131,307 GROSS SQ. FT. FFE=967.00 STORM SEWER (BY OTHERS) STORMWATER MANAGEMENT AREA (BY OTHERS) PROPOSED BITUMINOUS PAVEMENT (BY OTHERS) STORMWATER MANAGEMENT AREA (BY OTHERS) LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONU-HAUL SELF STORAGE MINNESOTALAKEVILLE B.M. ELEVATION=953.91 T.N.F.H. 20' EAST OF CEDAR AVENUE ON THE SOUTHERN PROPERTY LINE OF SITE. X X XXX 23121 SITE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, - PJJ RJA/PJJ RJA 19-23121 --/--/-- C3-11 PHASING PLAN C3-11 PHASING PLAN ---- ---- C3-11 0 SCALE IN FEET 40 80 120 EXISTING PROPERTY LINE, TYP. PHASE 2 PHASE 1 11 10 10 10 11 4 PROPOSED U-HAUL BUILDING 43,769 SQ. FT. 131,307 GROSS SQ. FT. FFE=967.00 9 5 0 9 5 5 96 0 9 5 1 9 5 2 9 5 3 9 5 4 9 5 6 9 5 7 95 8 959 96 1 950955960951952953954956957958959961 960 957 958 959 960 965 961962963964 964961962 95 0 95095595595595595 5 9 5 5 960 948 94 8 948 94 9 949 95 1 95 295395395 395495495 4 956 957 958 95 9 955 955 9 6 0 960 960 960 965 965954 954956 956 957 957 957 9 5 8 958 958 958 9 5 9 959 959 959 96 1 961 961 961 962 962 9 6 2 9 6 2 962962 962 9 6 3 963963 963 964 964 964 964950 955 955949 951952953 954 954954 956956957 957958958959959 9 5 9959 946947 948 949 950 950 955 960 948 948 949 949 951952953954 956957958959 961962 965963964966966967967 965 965961962 963963 964964964 964 965 96 3 964 966 967965963963963964966967965 964 966 967 965 963 964 966 966 965963963963964966967I=960.24 (P-5) R=964.24 A-5 I=959.10 (RD-1) I=958.90 (P-11) R=962.88 A-11 I=955.63 (P-9) I=955.43 (P-8) I=955.63 (P-11) R=962.94 A-8 I=960.40 (P-4) R=964.24 A-4 I=959.53 (P-4) I=959.33 (P-3) I=959.53 (P-5) R=963.80 A-3 I=955.50 (P-2) I=955.30 (P-1) R=959.75 A-1 I=956.24 (P-3) I=956.04 (P-2) R=962.25 A-2 I=958.61 (P-12) I=958.81 (P-13) R=962.82 A-12 I=954.90 (P-8) I=954.70 (P-7) R=963.40 A-7 I=956.76 (P-10) R=960.60 A-10 FES-4 I=958.50 FES-3 I=954.50 FES-1 I=954.50 P-9P-8P-7P-4 P-3 P-2 P- 1 P-5P-12 P-11 P-6 I=959.98 (P-6) R=962.17 A-6 FES-2 I=959.50 STORM SEWER (BY OTHERS) STORMWATER MANAGEMENT AREA (BY OTHERS) PROPOSED BITUMINOUS PAVEMENT (BY OTHERS) STORMWATER MANAGEMENT AREA (BY OTHERS) I=959.23 (P-13) R=962.00 A-13 P - 1 3 I=956.46 (P-10) I=956.26 (P-9) R=961.36 A-9 P-10962.82 E.O.F. 961.36 E.O.F.962.17E.O.F.9 6 4 . 2 4E.O.F.962.25E.O.F.LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONU-HAUL SELF STORAGE MINNESOTALAKEVILLE B.M. ELEVATION=953.91 T.N.F.H. 20' EAST OF CEDAR AVENUE ON THE SOUTHERN PROPERTY LINE OF SITE. 23121 GRADE DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, - PJJ RJA/PJJ RJA 19-23121 --/--/-- C4-10 OVERALL GRADING PLAN C4-10 OVERALL GRADING PLAN ---- ---- C4-10 0 SCALE IN FEET 40 80 120 GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION SURFACE GRADE / DIRECTION GENERAL GRADING NOTES 1.) PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. 2.) SEE TERRACON GEOTECH REPORT NO. MP185106 FOR ALL GEOTECHNICAL CONSTRUCTION CONSIDERATIONS. 101 100 101 100 XXX.XXXXX.XX-X.X% FUTURE BUILDING PAD MGE: 962.40 - 960.36 FFE: 962.40 FUTURE BUILDING PAD MGE: 960.65 - 958.60 FFE: 960.65 EXISTING BTD INDUSTRIAL BUILDING FFE: 950.00 LAKEVILLE B O U L E V A R D W E S T (C.S.A.H. N O . 5 0 ) LAKEVILLE B O U L E V A R D W E S T (C.S.A.H. N O . 5 0 )CEDAR AVE(C.S.A.H. NO. 23)LOT 1 - PROPOSED U-HAUL BUILDING PAD MGE: 965.83 FFE: 967.00 OUTLOT A D D D D D 955 955 955 955 955 960 960 960 960965965 953 953 954 954 954 954 956 956 956 956 956 957 957 957 957957 957 957 958 958 958 958 958 959 959 959 959 961 961 961 962 962 962 963 963 964 96 4 945 950 955 960 960944946947948949 951 951 951 952 952 952 953 954 956 957 958 959 9599509559479489499519529539549 5 6 956957957958958 96096096096096596 5 957 958 959 961961 96296 2 963 96 3 964 96 4 EXISTING BTD INDUSTRIAL BUILDING FFE: 950.00 NORTH FILTRATION BASIN WEST FILTRATION BASIN EAST FILTRATION BASIN TEMPORARY DRAINAGE AND UTILITY EASEMENT TEMPORARY DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT REFER TO U-HAUL SITE IMPROVEMENT PLANS FOR LOT 1 IMPROVEMENTS (BY OTHERS)2.74%1.92%1.93% 2 . 9 5%3.94%3.09%3.35%4.14%2.01%2.00%3.97%4.36%2.15%1.62%4:13:16:16:1 7:116:13:1 4:13:15.43%DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2019 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\launch properties\lakeville - cr50 and cedar ave\3 Design\CAD\plansheets\C5-OVERALL GRADING PLAN.dwg September 04, 2019 - 7:51am©BYREVISIONSNo.DATEPERMIT SET - NOT FOR CONSTRUCTIONDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTAIRLAKE STATIONDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.LAKEVILLEMN1CITY COMMENTS09/03/19CPCGRADING 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 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. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D 11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12. INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL. 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE 5 FEET BELOW GRADE OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. NORTH OVERALLGRADING PLANC500 FUTURE BUILDING PADEXISTING BTD INDUSTRIAL BUILDINGFFE: 950.00EXISTING BTD INDUSTRIAL BUILDINGLAKEVILLEBOULEVARD WEST(C.S.A.H. NO. 50)CEDAR AVE(C.S.A.H. NO. 23)LOT 1 -PROPOSED U-HAUL BUILDING PADMGE: 965.83FFE: 967.00D962.04961.76LP:959.95960.95ME:958.98ME:957.00957.79959.49957.30T:959.55957.61957.89955954956957958959955960954956957958959961960 965965958959961961961961961962962 963963963964964960957958959 961 962 963963964964965965962962963964964950955960948949951952953954956957958959961950955951952953954956 955955 960 960965 954954956956 957957 958958 959959 96 1 962963964960956957958959961961962962FILTRATION/PERFORATED PIPE IE: 952.50955 960951952953954956957958959 961 962 960965961962963964960957957958959961962963950 950950955955946946947947947947947947948948948948949949949949951 951951952 952952953953954954956956956956955960965970975975954956957958959961962 96396496696796896997197 1 972 97 2 973 97397 4 974 961.97963.57962.10962.98962.98961.38961.85960.861.02% 4.07 % 5.36% 3.91%1.60%2.51%3.34% 3:1 957.95FUTURE BUILDING PADMGE:961.40FFE: 962.403.69% 3.38%2.79%4.00%3.82%2.74% 2.09%2.95%2.06%2.58% 3.51% 2.01%2.16%3:1 3:1 4:1 5:16:1WEST FILTRATION BASINBASIN BOTTOM: 958.0010-YR HWL: 960.93100-YR HWL: 961.81FILTRATION/PERF PIPE IE: 955.50FILTRATION VOLUME: 9,766 CFDRAINAGE ANDUTILITY EASEMENTDRAINAGE ANDUTILITY EASEMENTREFER TO U-HAUL SITEIMPROVEMENT PLANS FOR LOT1 IMPROVEMENTS (BY OTHERS)BASIN FOREBAYBASIN BOTTOM: 954.00ROCK WEEPER ELEV: 956.00CONTRACTOR TO MATCH EXISTINGPAVEMENT GRADES FOR 6" RAISED,CURB-LESS MEDIANCONTRACTOR TO COORDINATE TIMING OFCURB/PAVING WITH U-HAUL STORMSEWER WORK. REFER TO U-HAUL SITEIMPROVEMENT PLANS (BY OTHERS)SD-1IE:950.50 NESD-2 (OCS)RE:960.30IE:955.50 SWSD-3 (OCS)RE:955.75IE:951.50 N70 LF - 12" RCP@ 0.52%58 LF - 24" RCP@ 8.56%CONNECT TO EXISTING INLET @ IE: 951.14.CONTRACTOR TO VERIFY EXISTING INVERTELEVATION PRIOR TO CONSTRUCTION3:1 3:1 4:1 4:1 962.31962.40T:959.79T:959.96965.10965.20959.92964.50964.60T:959.885 LF - 12" RCP@ 2.54%STR -27RE:957.97IE:954.97 NCONNECT TO EXISTING STORM SEWER STUB @ IE: 954.84.CONTRACTOR TO VERIFY EXISTING PIPE ELEVATION,SLOPE, SIZE AND MATERIAL PRIOR TO CONSTRUCTIONCONNECT TO EXISTING STORM SEWER STUB @ IE: 953.41.CONTRACTOR TO VERIFY EXISTING PIPE ELEVATION,SLOPE, SIZE AND MATERIAL PRIOR TO CONSTRUCTIONSTR -28RE:957.67IE:953.72 N10 LF - 12" RCP@ 3.25%3:1953.394:1 4:1 LP:960.20961.20962.97962.40960.36957.41VELOCITY AT OUTLET DURING100-YEAR STORM EVENT: 3.65 FPS EXISTING PIPE CAPACITY: ±5.85 PROPOSED 5-YEAR RUNOFF: 2.21 CFSPROPOSED 10-YEAR RUNOFF: 4.72 CFSSWALE AT 2.60%TO EXISTING CULVERT4" PERF. DRAINTILE4" PERF. DRAINTILEPROPOSED RIP-RAP SIDESLOPE 958.00 - 959.00STR -39RE:958.54IE:954.08 N16 LF - 12" RCP@ 0.50%STR -40RE:955.25IE:954.00 S4:1TEMPORARY SWALE @ MIN 0.50%SLOPE DIRECTED TO FOREBAY INLETTEMPORARY SWALE@ MIN 0.50% SLOPE958.95DRAINAGE ANDUTILITY EASEMENTEOF961.75960961962RIP RAP WEIR EOFWEIR IE: 961.75This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2019 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K:\TWC_LDEV\launch properties\lakeville - cr50 and cedar ave\3 Design\CAD\plansheets\C5-GRADING PLAN.dwg September 04, 2019 - 7:51am © BYREVISIONSNo.DATE PERMIT SET - NOT FOR CONSTRUCTION DATE CHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT AIRLAKE STATION DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO.LAKEVILLE MN 1 CITY COMMENTS 09/03/19 CPCGRADING PLAN NOTES1.ALL WORK SHALL BE PERFORMED IN ACCORDANCEWITH THE CITY OF LAKEVILLE, SPECIFICATIONS ANDBUILDING PERMIT REQUIREMENTS.2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @<1-800-252-1166> AT LEAST TWO WORKING DAYS PRIORTO EXCAVATION/CONSTRUCTION FOR UTILITYLOCATIONS.3.STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76HDPE: 0" - 10" PER AASHTO M-252HDPE: 12" OR GREATER PER ASTM F-2306PVC SCH. 40 PER ASTM D-3034STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361,C-990, AND C-443HDPE PER ASTM 3212PVC PER ASTM D-3034, JOINTS PER ASTM D-32124.CONTRACTOR TO FIELD VERIFY THE LOCATIONS ANDELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHICFEATURES PRIOR TO THE START OF SITE GRADING. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THEPROJECT ENGINEER OF ANY DISCREPANCIES ORVARIATIONS.5.SUBGRADE EXCAVATION SHALL BE BACKFILLEDIMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANYSTABILITY PROBLEMS DUE TO WATER SEEPAGE ORSTEEP SLOPES. WHEN PLACING NEW SURFACEMATERIAL ADJACENT TO EXISTING PAVEMENT, THEEXCAVATION SHALL BE BACKFILLED PROMPTLY TOAVOID UNDERMINING OF EXISTING PAVEMENT.6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALLHORIZONTAL AND VERTICAL CONTROL.7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHESTO FOLLOW PROPOSED STORM SEWER ALIGNMENTS.8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTORSHALL ROUGH GRADE TO SUBGRADE ELEVATION ANDLEAVE STREET READY FOR SUBBASE.9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING,CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, ANDOTHER UNSTABLE MATERIALS SHALL BECOME THEPROPERTY OF THE CONTRACTOR AND SHALL BEDISPOSED OF OFF THE CONSTRUCTION SITE.10.REFER TO THE UTILITY PLAN FOR SANITARY SEWERMAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONSAND CASTING / STRUCTURE NOTATION.11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OFPAVEMENTS AND CURB AND GUTTER WITH SMOOTHUNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE.12.INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATEBASE UNDER CURB AND GUTTER AND CONCRETESIDEWALKS.13.UPON COMPLETION OF EXCAVATION AND FILLING,CONTRACTOR SHALL RESTORE ALL STREETS ANDDISTURBED AREAS ON SITE. ALL DISTURBED AREASSHALL BE RE-VEGETATED WITH A MINIMUM OF 4" OFTOPSOIL.14.ALL SPOT ELEVATIONS/CONTOURS ARE TOGUTTER / FLOW LINE UNLESS OTHERWISE NOTED.15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLEROUTES INCLUDING CROSSING DRIVEWAYS SHALLCONFORM TO CURRENT ADA STATE/NATIONALSTANDARDS. IN NO CASE SHALL ACCESSIBLE RAMPSLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NOCASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . INNO CASE SHALL LONGITUDINAL SIDEWALK SLOPESEXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKINGSTALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALLDIRECTIONS. SIDEWALK ACCESS TO EXTERNALBUILDING DOORS AND GATES SHALL BE ADACOMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEERIMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANYLOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGEORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCEISSUES.16.MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPETOWARDS LOW POINTS.17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5'WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OFCOVER IN PAVEMENT AREAS AND LESS THAN 3' OFCOVER IN LANDSCAPE AREAS.18.ROOF DRAIN INVERT CONNECTIONS AT THEBUILDING SHALL BE 5 FEET BELOW GRADE OR LOWERUNLESS NOTED OTHERWISE. REFERENCE MEP PLANSFOR ROOF DRAIN CONNECTION.19.ALL STORM SEWER CONNECTIONS SHALL BEGASKETED AND WATER TIGHT INCLUDING MANHOLECONNECTIONS.20.ALL STORM SEWER PIPE SHALL BE AIR TESTED INACCORDANCE WITH THE CURRENT PLUMBING CODE.21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUSPAVEMENT AREAS, 0.5% SLOPE IN CONCRETEPAVEMENT AREAS.22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENTAND CONSTRUCT "INFALL CURB" WHERE PAVEMENTDRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHEREPAVEMENT DRAINS AWAY FROM GUTTER.PROPOSED SWALEPROPOSED STORM SEWERPROPERTY LINEEXISTING CONTOURPROPOSED CONTOUR925PROPOSED SPOT ELEVATION100.00LEGENDPROPOSED HIGH POINT ELEVATION HP:0.0PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0G:0.00T:0.00PROPOSED EMERGENCY OVERFLOW T/G:0.00.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING)PROPOSED STORM MANHOLE (ROUND INLET CASTING)PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING)PROPOSED STORM SEWER CLENOUTPROPOSED RIPRAPPROPOSED FLARED END SECTIONCODMATCHLINE (SEE SHEET C502)NORTHENLARGED GRADING PLANC501 EOF962.00 FUTURE BUILDING PADMGE: 962.40 - 960.36FFE: 962.40FUTURE BUILDING PADMGE: 960.65 - 958.60FFE: 960.65EXISTING BTD INDUSTRIAL BUILDINGFFE: 950.00LAKEVILLEBOULEVARD WEST(C.S.A.H. NO. 50)OUTLOT ADD960.16959.79LP:959.95960.51960.95961.16960.16961.16958.39956.95956.03954.10954.69953.24ME:952.38ME:956.00958.18953.77955.48954.59959960959961955955960960952952953953954954956957958959961961962962945950 950950943 944 946947 947947948 948948949949949 951 951951952952953950 950950955 955 947947 948 948948949949949 951951 951952952 952952953953 953 954 954 956 956 957 957 958 958 959 959955960 960956956957957958958959959960955953954956957958NORTH FILTRATION BASINBASIN BOTTOM: 954.0010-YR HWL: 956.16100-YR HWL: 957.59FILTRATION/PERFORATED PIPE IE: 952.50FILTRATION VOLUME: 31,681 CF9 4 5950955 941 942 943 944 9 4 6 9 4 7 9 4 8 9 4 9 951 952 953 954950947947948949950947947948948948949951952 953954945 950 955960 965 970 946 947 948 949 951 952 953 954 956 9 5 7 9 5 8 9 5 9 961 962963 964 966967968969971 3.35%3.35%3.35%4.89%BASIN BOTTOM: 947.0010-YR HWL: 949.17100-YR HWL: 950.84FILTRATION/PERFORATEDPIPE IE: 944.50FILTRATION VOLUME:33,338 CFBASIN FOREBAYBASIN BOTTOM: 947.00ROCK WEEPER ELEV: 949.00BASIN FOREBAYBASIN BOTTOM: 954.00ROCK WEEPER ELEV: 956.00TEMPORARY DRAINAGE ANDUTILITY EASEMENTCONTRACTOR TO MATCH EXISTINGPAVEMENT GRADES FOR 6" RAISED,CURB-LESS MEDIAN945 950 950 941 942 943944 946 947947 947948948 948 949 949 951 951 952 952 953 CONNECT TO EXISTING INLET @ IE: 938.80.CONTRACTOR TO VERIFY EXISTING INVERTELEVATION PRIOR TO CONSTRUCTION960.12960.22959.10959.20957.10957.20954.40954.50945.85945.95T:954.72T:954.91T:956.09T:956.27STR -29RE:954.50IE:951.50 N7 LF - 12" RCP@ 2.00%CONNECT TO EXISTING STORM SEWER STUB @ IE: 951.35.CONTRACTOR TO VERIFY EXISTING PIPE ELEVATION,SLOPE, SIZE AND MATERIAL PRIOR TO CONSTRUCTIONSTR -33RE:958.14IE:954.08 N17 LF - 12" RCP@ 0.50%STR -34RE:955.25IE:954.00 SSTR -35RE:951.33IE:949.00 E40 LF - 24" RCP@ 5.03%STR -36RE:949.33IE:947.00 W949.38949.003:1 3:13:12:1 4:1 4:16:1 4:1 3:1 4:1 950950950946947948949951951951952952952953954962.40960.36957.40960.65958.61955.65960.65958.60955.65958.00SD-4 (OCS)RE:948.65IE:944.50 NE80 LF - 12" RCP@ 7.52%TEMPORARY SWALE @ MIN 0.50%SLOPE DIRECTED TO FOREBAY INLET958.873:13:1 STR -38RE:955.25IE:954.00 SE64 LF - 12" RCP@ 0.48%STR -37RE:957.60IE:954.31 NW4.87%4.95%958.95EOF959.00955954956957957958958959960959 95095594794894995195295395495695795595495695 74" PERF. DRAINTILE4" PERF. DRAINTILEEOF953.00TEMPORARY SWALE@ MIN 0.50% SLOPE958.27EXISTING PIPE CAPACITY: ±5.85 CFSPROPOSED 5-YEAR RUNOFF: 5.82 CFSEXISTING 10-YEAR RUNOFF: 9.59 CFSSD-3 (OCS)RE:955.75IE:951.50 NThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2019 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K:\TWC_LDEV\launch properties\lakeville - cr50 and cedar ave\3 Design\CAD\plansheets\C5-GRADING PLAN.dwg September 04, 2019 - 7:52am © BYREVISIONSNo.DATE PERMIT SET - NOT FOR CONSTRUCTION DATE CHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT AIRLAKE STATION DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO.LAKEVILLE MN 1 CITY COMMENTS 09/03/19 CPCGRADING PLAN NOTES1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITYOF LAKEVILLE, SPECIFICATIONS AND BUILDING PERMITREQUIREMENTS.2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @<1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TOEXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS.3.STORM SEWER PIPE SHALL BE AS FOLLOWS:RCP PER ASTM C-76HDPE: 0" - 10" PER AASHTO M-252HDPE: 12" OR GREATER PER ASTM F-2306PVC SCH. 40 PER ASTM D-3034STORM SEWER FITTINGS SHALL BE AS FOLLOWS:RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443HDPE PER ASTM 3212PVC PER ASTM D-3034, JOINTS PER ASTM D-32124.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONSOR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOTHE START OF SITE GRADING. THE CONTRACTOR SHALLIMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANYDISCREPANCIES OR VARIATIONS.5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELYAFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMSDUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEWSURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THEEXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOIDUNDERMINING OF EXISTING PAVEMENT.6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL ANDVERTICAL CONTROL.7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOWPROPOSED STORM SEWER ALIGNMENTS.8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALLROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREETREADY FOR SUBBASE.9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS,ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALSSHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALLBE DISPOSED OF OFF THE CONSTRUCTION SITE.10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATERMAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING /STRUCTURE NOTATION.11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OFPAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORMSLOPES TO PROVIDE POSITIVE DRAINAGE.12.INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDERCURB AND GUTTER AND CONCRETE SIDEWALKS.13.UPON COMPLETION OF EXCAVATION AND FILLING,CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBEDAREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATEDWITH A MINIMUM OF 4" OF TOPSOIL.14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOWLINE UNLESS OTHERWISE NOTED.15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTESINCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENTADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLERAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASESHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALLLONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALLACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5%TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNALBUILDING DOORS AND GATES SHALL BE ADA COMPLIANT.CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADACRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NOCONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.ACOMPLIANCE ISSUES.16.MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOWPOINTS.17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDECENTERED ON STORM PIPE IF LESS THAN 4' OF COVER INPAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPEAREAS.18.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALLBE 5 FEET BELOW GRADE OR LOWER UNLESS NOTED OTHERWISE.REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION.19.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED ANDWATER TIGHT INCLUDING MANHOLE CONNECTIONS.20.ALL STORM SEWER PIPE SHALL BE AIR TESTED INACCORDANCE WITH THE CURRENT PLUMBING CODE.21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENTAREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS.22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT ANDCONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARDGUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAYFROM GUTTER.PROPOSED SWALEPROPOSED STORM SEWERPROPERTY LINEEXISTING CONTOURPROPOSED CONTOUR925PROPOSED SPOT ELEVATION100.00LEGENDPROPOSED HIGH POINT ELEVATION HP:0.0PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0G:0.00T:0.00PROPOSED EMERGENCY OVERFLOW T/G:0.0PROPOSED DRAINAGE DIRECTION 0.0%0.00%PROPOSED ADA SLOPE ME:0.0MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING)PROPOSED STORM MANHOLE (ROUND INLET CASTING)PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING)PROPOSED STORM SEWER CLENOUTPROPOSED RIPRAPPROPOSED FLARED END SECTIONCODNORTHMATCHLINE (SEE SHEET C501) ENLARGED GRADING PLANC502 EOF962.00 MH MHST C.B. STSTSTST C.B. C.B. C.B. C.B. C.B. C.B. C.B. C.B. C.B. C.B. C.B. C.B.C.B. C.B. C.B. C.B. C.B. C.B. C.B. 12"ST 12"ST 12"ST 18"ST12"W12"W12"W12"W12"W 12"W 12"W 12"W 12"WGGGGG15"S15"S15"SHYD.HYD.HYD.HYD.HYD. HYD. PIV PIV PIV PIV PIV PIV PIV PIV PIV 8"W 8"W 8"W 8"W 8"W 8"W WWWWWWWWWWWWW15"ST 18"ST 18"ST 2 1 " S T 18"ST 12"ST 15"ST 15"ST GRAVEL DRIVEHYD. ELEC. M.H. P.P. GRAVEL DRIVE GRAVEL D R I V E GRAVEL SURFACE BUILDINGTREESTREES HYD. 953. 7 2 948. 5 5 952. 2 5 954. 1 9 957. 6 0 952. 8 1 956. 7 7 956. 8 6 tnhtnhtnhtnhtnhtnh MH MHST C.B. STSTSTST C.B. C.B. C.B. C.B. C.B. C.B. C.B. C.B. C.B. C.B. C.B. C.B.C.B. C.B. C.B. C.B. C.B. C.B. C.B. 12"ST 12"ST 12"ST 18"ST12"W12"W12"W12"W12"W 12"W 12"W 12"W 12"WGGGGG15"S15"S15"SHYD.HYD.HYD.HYD.HYD. HYD. PIV PIV PIV PIV PIV PIV PIV PIV PIV 8"W 8"W 8"W 8"W 8"W 8"W WWWWWWWWWWWWW15"ST 18"ST 18"ST 2 1 " S T 18"ST 12"ST 15"ST 15"ST GRAVEL DRIVEHYD. ELEC. M.H. P.P. GRAVEL DRIVE GRAVEL D R I V E GRAVEL SURFACE BUILDINGTREESTREES HYD. 953. 7 2 948. 5 5 952. 2 5 954. 1 9 957. 6 0 952. 8 1 956. 7 7 956. 8 6 tnhtnhtnhtnhtnhtnh 9409459509 5 5 9559 6 0 9609 6 5 965970 970975975 9419429439449469479489499 5 1 9519 5 2 9529 5 3 9539 5 4 9549 5 6 9569 5 7 9579 5 8 9589 5 9 9599 6 1 9619 6 2 962963963 9 6 4 964 9 6 6 96696796796896896 8 968969969971 971 971971972972973973974974 945 950 955 960 942 943 944 946947948949951952 953 954 956 957 958 959 950 955 960 9 6 5 970946946 947 947 948 948 949 949 951 952 953 954 956957958959 961 962 963 964 9 6 6 9 6 7 9689699 7 1 9 7 2 945950 9 5 5 941942943944946947948949951952953954965 970 966967 968969 971 950 955 951952953954 9569579583.60%1.65%4.81%3.92%4.38%6.68%4.39%5.12%4.74%2 . 5 5% 2 .13%2.03%4.12% 4. 2 5 % 3.29% 5.11% 2. 3 3 % 2.55%3.99%24.40%18.87%32.83%39.47%21.54%15.40%21.51%6.43 %CEDAR AVEDAKOTA CO U N T Y R O A D 5 0 EXISTING BUILDING 411A 213B 2B 2B 2B 213B 411A 411A 415A 411A C A C A C A C A C A C A D D E E E E E E E E A A AB B B B B B B B B F F F F G G G G G G G G G G G G G G H H PROVIDE FOR 23,000 CF OF STORAGE PROVIDE FOR 6,500 CF OF STORAGE PROVIDE FOR 12,500 CF OF STORAGE PROVIDE FOR 19,000 CF OF STORAGE KEYNOTE LEGEND LIMITS OF DISTURBANCE (LOD - OFFSET FROM PROPERTY LINE FOR CLARITY) DIVERSION SILT FENCE (OFFSET FROM LOD ON PLAN FOR CLARITY) CONSTRUCTION ENTRANCE INLET PROTECTION SEDIMENT TRAP CHECK DAM (TYP.) SWPPP INFORMATION SIGN A B C D E F G H This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2019 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\launch properties\lakeville - cr50 and cedar ave\3 Design\CAD\plansheets\C3-EROS PH1 PLAN.dwg September 04, 2019 - 7:50am©BYREVISIONSNo.DATEPERMIT SET - NOT FOR CONSTRUCTIONDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTAIRLAKE STATIONDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.LAKEVILLEMN1CITY COMMENTS09/03/19CPCEROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT PIT (1) AND INSTALL SILT FENCE. 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS. 5.PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 7.TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF LAKEVILLE GRADING PERMIT. SEQUENCE OF CONSTRUCTION:EROSION ANDSEDIMENTCONTROL PLAN -PHASE 1C300 NORTH LEGEND ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE CHECK DAM TEMPORARY DIVERSION SEDIMENT TRAP OUTLET SWPPP INFORMATION SIGN SEDIMENT TRAP 213B 411A 2B 415A WAUKEGAN SILT LOAM, 0 TO 1 PERCENT SLOPES KANARANZI LOAM, 0 TO 2 PERCENT SLOPES OSTRANDER LOAM, 1 TO 6 PERCENT SLOPES KLINGER SILT LOAM, 1 TO 5 PERCENT SLOPES FUTURE BUILDING PAD MGE: 962.40 - 960.36 FFE: 962.40 FUTURE BUILDING PAD MGE: 960.65 - 958.60 FFE: 960.65 EXISTING BTD INDUSTRIAL BUILDING FFE: 950.00 EXISTING BTD INDUSTRIAL BUILDING FFE: 950.00 LOT 1 - PROPOSED U-HAUL BUILDING PAD MGE: 965.83 FFE: 967.00 OUTLOT A3.09%3.28%2. 2 7 %2.36%2.99% 2. 5 1 %3.97%2.15%2.00%2.00%16.59%16.45%33.33%33.33% 33.33%25.30%3.21%33.33%24.40%27.93%3.73 %3.32%3.35%4.84 %4.14%2.31%33.33%33.33%33.33%FUTURE BUILDING PAD MGE: 962.40 - 960.36 FFE: 962.40 FUTURE BUILDING PAD MGE: 960.65 - 958.60 FFE: 960.65 C A C A C A C A C A C A D A A A F F F F F F PROPOSED STORMWATER MANAGEMENT PROPOSED STORMWATER MANAGEMENT PROPOSED STORMWATER MANAGEMENT F B B B E D D D D D G G G G G G G G G F 960 96 5 958 959 961 9 6 2962 96 2 96 3 96 4 955 960 952952 953 953 954 954 956 957 958959 961 960 960957 958 958 959 959 955 951951 952953 954 956957 941950951960961960 950950950949951 950 945955950954947948952 H H H KEYNOTE LEGEND LIMITS OF DISTURBANCE (LOD - OFFSET FROM PROPERTY LINE FOR CLARITY) PROPOSED STORMWATER MANAGEMENT SILT FENCE (OFFSET FROM LOD ON PLAN FOR CLARITY) CONSTRUCTION ENTRANCE SWPPP INFORMATION SIGN EROSION CONTROL BLANKET INLET PROTECTION ORANGE SAFETY FENCING A B C D E F G H This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2019 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\launch properties\lakeville - cr50 and cedar ave\3 Design\CAD\plansheets\C3-EROS PH2 PLAN.dwg September 04, 2019 - 7:50am©BYREVISIONSNo.DATEPERMIT SET - NOT FOR CONSTRUCTIONDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTAIRLAKE STATIONDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.LAKEVILLEMN1CITY COMMENTS09/03/19CPCNORTH EROSION ANDSEDIMENTCONTROL PLAN -PHASE 2C301 EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT PIT (1) AND INSTALL SILT FENCE. 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS. 5.PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 7.TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF LAKEVILLE GRADING PERMIT. SEQUENCE OF CONSTRUCTION: LEGEND ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SWPPP INFORMATION SIGN EROSION CONTROL BLANKET STORMWATER MANAGEMENT NOTES 1.GRADING OF THE FILTRATION BASINS SHALL BE ACCOMPLISHED USING LOW-IMPACT, EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. A BACKHOE WITH TOOTHED BUCKET SHALL BE USED FOR EXCAVATION OF FILTRATION BASINS TO PREVENT COMPACTION OR SMEARING OF SOILS. THE CONTRACTOR SHALL SCARIFY THE UNDERLYING SOILS TO A MINIMUM 18" DEPTH TO REMOVE COMPACTION. THE FIRST LIFT OF ENGINEERED SOIL SHALL BE MIXED WITH THE UNDERLYING SOILS. LEVELING AND FINAL GRADING WITHIN THE CELL MUST BE DONE BY HAND. 2.FILTRATION BASINS EXCAVATION SHALL BE HELD 1' ABOVE THE BOTTOM OF THE BASIN UNTIL THE CONTRIBUTING DRAINAGE AREAS WITH EXPOSED SOILS HAVE BEEN FULLY STABILIZED AND BITUMINOUS BASE COURSE INSTALLED ON THE CONTRIBUTING AREAS. 3.DIVERT UPLAND DRAINAGE AREAS TO PREVENT RUNOFF FROM ENTERING THE EXCAVATED CELL OR INTO THE WORK AREA. 4.CARE MUST BE TAKEN TO AVOID CONTAMINATION OF ENGINEERED SOILS WITH SEDIMENT, IN-SITU, OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED. 5.INSTALLATION WITH DRY SOIL CONDITIONS IS CRITICAL TO PREVENT SMEARING AND COMPACTION. SCHEDULE WORK FOR PERIODS OF DRY WEATHER. 6.DO NOT LEAVE FILTRATION AREAS AND/OR PERIMETER SLOPE EXPOSED OVERNIGHT. SECURE THE AREA FROM RISK OF PRECIPITATION DAMAGES AT THE END OF EVERY WORK DAY. IN THE EVENT OF RAIN, TAKE ACTION TO DIVERT STORMWATER AWAY FROM WORK AREA AND TEMPORARILY COVER ALL EXPOSED SOILS WITH FILTER FABRIC OR IMPERMEABLE SHEETING. 7.IN THE EVENT THAT THE SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING EXCAVATION, REMOVE SEDIMENT PRIOR TO INITIATING THE NEXT STEP IN THE FILTRATION BASIN CONSTRUCTION PROCESS. 8.EXCAVATE SEDIMENT BUILT UP DURING CONSTRUCTION AFTER STABILIZATION OF UPSTREAM AREAS AND BEFORE PLACEMENT OF HYDRAULIC SOIL STABILIZER TYPE SPECIAL. 9.STOCKPILING OF MATERIAL SHALL NOT BE ALLOWED IN PROPOSED FILTRATION BASINS. 10.NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED IN THE FILTRATION AREA BEFORE OR AFTER IT IS CONSTRUCTED. ONLY SPECIFIED EQUIPMENT WILL BE ALLOWED INSIDE OF ORANGE CONSTRUCTION FENCE FOR THE SOLE PURPOSE OF CONSTRUCTION THE FILTRATION BASIN. 11.ALL FILTRATION BASIN CONSTRUCTION ACTIVITIES SHALL BE COMPLETED DURING DRY SOIL CONDITIONS. 12.ALL FILTRATION AREAS SHALL BE PROTECTED DURING CONSTRUCTION OPERATIONS. 11 10 10 10 11 4 PROPOSED U-HAUL BUILDING 43,769 SQ. FT. 131,307 GROSS SQ. FT. FFE=967.00 9 5 0 9 5 5 96 0 9 5 1 9 5 2 9 5 3 9 5 4 9 5 6 9 5 7 95 8 959 96 1 950955960951952953954956957958959961 960 957 958 959 960 965 961962963964 964961962 95 0 95095595595595595 5 9 5 5 960 948 94 8 948 94 9 949 95 1 95 295395395 395495495 4 956 957 958 95 9 955 955 9 6 0 960 960 960 965 965954 954956 956 957 957 957 9 5 8 958 958 958 9 5 9 959 959 959 96 1 961 961 961 962 962 9 6 2 9 6 2 962962 962 9 6 3 963963 963 964 964 964 964950 955 955949 951952953 954 954954 956956957 957958958959959 9 5 9959 946947 948 949 950 950 955 960 948 948 949 949 951952953954 956957958959 961962 965963964966966967967 965 961962963 964964 964 965 96 3 964 966 967965963963963964966967965 964 966 967 965 963 964 966 966 965963963963964966967R=0.93 EXS I=960.24 (P-5) R=964.24 A-5 I=959.10 (RD-1) I=958.90 (P-11) R=962.88 A-11 I=955.63 (P-9) I=955.43 (P-8) I=955.63 (P-11) R=962.94 A-8 I=960.40 (P-4) R=964.24 A-4 I=959.53 (P-4) I=959.33 (P-3) I=959.53 (P-5) R=963.80 A-3 I=955.50 (P-2) I=955.30 (P-1) R=959.75 A-1 I=956.24 (P-3) I=956.04 (P-2) R=962.25 A-2 I=958.61 (P-12) I=958.81 (P-13) R=962.82 A-12 I=954.90 (P-8) I=954.70 (P-7) R=963.40 A-7 I=956.76 (P-10) R=960.60 A-10 FES-4 I=958.50 FES-3 I=954.50 FES-1 I=954.50 STORM SEWER (BY OTHERS) STORMWATER MANAGEMENT AREA (BY OTHERS) PROPOSED BITUMINOUS PAVEMENT (BY OTHERS) STORMWATER MANAGEMENT AREA (BY OTHERS) I=959.98 (P-6) R=962.17 A-6 FES-2 I=959.50 I=959.23 (P-13) R=962.00 A-13 I=956.46 (P-10) I=956.26 (P-9) R=961.36 A-9 LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONU-HAUL SELF STORAGE MINNESOTALAKEVILLE B.M. ELEVATION=953.91 T.N.F.H. 20' EAST OF CEDAR AVENUE ON THE SOUTHERN PROPERTY LINE OF SITE. 23121 SWPPP DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, - PJJ RJA/PJJ RJA 19-23121 --/--/-- C1-10 EROSION CONTROL PLAN C1-10 EROSION CONTROL PLAN ---- ---- C1-10 0 SCALE IN FEET 40 80 120 EROSION CONTROL LEGEND SYMBOL ITEM NO.DESCRIPTION UNITS QUANTITY 2511.507 RANDOM RIPRAP, CLASS IV CY 20 PERIMETER CONTROL LF 2,130 2573.502 STORM DRAIN INLET PROTECTION EACH 12 2573.501 STABILIZED CONSTRUCTION EXIT EACH 1 CONCRETE WASHOUT AREA EA 1 EXISTING DRAINAGE ARROW PROPOSED DRAINAGE ARROW PERIMETER CONTROL CAN BE SILT FENCE, SEDIMENT CONTROL LOG, OR WOOD MULCH. QUANTITIES ARE FOR INFORMATIONAL PURPOSES TO MEET THE REQUIREMENTS OF THE CONSTRUCTION STORMWATER PERMIT. NO GUARANTEE IS MADE TO THE ACTUAL QUANTITIES REQUIRED. THE QUANTITIES SHOWN ARE TOTAL FOR THE ENTIRE PROJECT NOT SPECIFIC TO THIS SHEET. SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT NOTE: SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE INSTALLATION. EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF EACH UTILITY. FUTURE BUILDING PAD MGE: 962.40 - 960.36 FFE: 962.40 FUTURE BUILDING PAD MGE: 960.65 - 958.60 FFE: 960.65 PROPOSED STORMWATER MANAGEMENT AREA PROPOSED STORMWATER MANAGEMENT AREA PROPOSED STORMWATER MANAGEMENT AREA EXISTING BTD INDUSTRIAL BUILDING FFE: 950.00 LAKEVILLE B O U L E V A R D W E S T (C.S.A.H. N O . 5 0 ) LAKEVILLE B O U L E V A R D W E S T (C.S.A.H. N O . 5 0 )CEDAR AVE(C.S.A.H. NO. 23)LOT 1 - PROPOSED U-HAUL BUILDING PAD MGE: 965.83 FFE: 967.00 OUTLOT A UTILITY 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. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF LAKEVILLE AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. PROPOSED SANITARY SEWER MANHOLE PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED TEE PROPOSED REDUCER PROPOSED UNDERGROUND ELECTRIC PROPOSED TELEPHONE PROPOSED GAS MAIN PROPOSED STORM SEWER LEGEND CO PROPOSED SANITARY CLEANOUT NORTH This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2019 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\launch properties\lakeville - cr50 and cedar ave\3 Design\CAD\plansheets\C6-OVERALL UTILITY PLAN.dwg September 04, 2019 - 7:52amBYREVISIONSNo.DATEPERMIT SET - NOT FOR CONSTRUCTIONDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTAIRLAKE STATIONDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.LAKEVILLEMN1CITY COMMENTS09/03/19CPCOVERALL UTILITYPLANC600 FUTURE BUILDING PAD EXISTING BTD INDUSTRIAL BUILDING FFE: 950.00 EXISTING BTD INDUSTRIAL BUILDING LAKEVILLE BOULEVAR D W E S T (C.S.A.H. N O . 5 0 )CEDAR AVE(C.S.A.H. NO. 23)LOT 1 - PROPOSED U-HAUL BUILDING PAD MGE: 965.83 FFE: 967.00 CONNECT TO EXISTING 8" WATER SERVICE STUB WITH GATE VALVE. CONTRACTOR TO VERIFY SIZE OF STUB PRIOR TO CONSTRUCTION. FUTURE BUILDING PAD MGE: 962.40-960.36 FFE: 962.40 24.0'10.2' CONNECT TO EXISTING 8" SANITARY SERVICE STUB WITH MANHOLE. CONTRACTOR TO VERIFY SIZE AND INVERT OF STUB PRIOR TO CONSTRUCTION. DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT PROPOSED STORMWATER MANAGEMENT AREA DRAINAGE AND UTILITY EASEMENT PROPOSED STORMWATER MANAGEMENT AREA SANITARY MH-1 RE:950.80 IE:940.95 SE IE:939.95 W SANITARY MH-4 RE:954.55 IE:948.00 N IE:944.80 E IE:944.70 W 8 IN SEWER STUB (1) IE:951.40 S 8 IN SEWER STUB (2) IE:949.07 S 93 LF - 8" PVC @ 0.40% 238 LF - 8" PVC @ 0.40% 55 LF - 8" PVC @ 2.00% 54 LF - 8" PVC @ 2.00% 8" GATE VALVE 8" TEE 45° BEND 45° BEND VERTICAL DEFLECTION 8" GATE VALVE 8" TEE 8" WATER SERVICE FOR FUTURE DEVELOPMENT 6 LF - 8" WM 109 LF - 8" WM 99 LF - 8" WM74 LF - 8" WM 16 LF - 8" WM 112 LF - 8" WM 133 LF - 8" WM 8 LF - 8" WM 6 LF - 8" WM 6 LF - 8" WM CONNECT TO EXISTING 12" WATER SERVICE STUB WITH GATE VALVE. CONTRACTOR TO VERIFY SIZE OF STUB PRIOR TO CONSTRUCTION. 24 LF - 8" WM25 LF - 8" WM 8 IN WATER SERVICE BY OTHERS, SEE UHAUL DRAWINGS 18.8' 8" GATE VALVE 8" GATE VALVE 10.0'SANITARY MH-2 RE:952.12 IE:941.42 E IE:941.32 NW SANITARY MH-3 RE:956.55 IE:942.54 E IE:950.30 N IE:942.44 W 254 LF - 8" PVC @ 0.40% 12" GATE VALVE TEMPORARY DRAINAGE AND UTILITY EASEMENT 8" GATE VALVE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2019 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\launch properties\lakeville - cr50 and cedar ave\3 Design\CAD\plansheets\C6-UTILITY PLAN.dwg September 04, 2019 - 7:52amBYREVISIONSNo.DATEPERMIT SET - NOT FOR CONSTRUCTIONDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTAIRLAKE STATIONDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.LAKEVILLEMN1CITY COMMENTS09/03/19CPCENLARGEDUTILITY PLANC601 UTILITY 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. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF LAKEVILLE AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. PROPOSED SANITARY SEWER MANHOLE PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED TEE PROPOSED REDUCER PROPOSED UNDERGROUND ELECTRIC PROPOSED TELEPHONE PROPOSED GAS MAIN PROPOSED STORM SEWER LEGEND CO PROPOSED SANITARY CLEANOUT NORTH FUTURE BUILDING PADMGE: 962.40 - 960.36FFE: 962.40FUTURE BUILDING PADMGE: 960.65 - 958.60FFE: 960.65EXISTING BTD INDUSTRIAL BUILDINGFFE: 950.00LAKEVILLEBOULEVARD WEST(C.S.A.H. NO. 50)OUTLOT ASANITARY MH-5RE:952.57IE:946.47 EIE:946.47 NIE:946.37 WSANITARY MH-6RE:952.53IE:947.40 NIE:947.30 W393 LF - 8" PVC@ 0.40%208 LF - 8" PVC@ 0.40%12"x8" TEE90D BEND8" TEE8" TEE8" TEE12"x8" TEE12"x8" TEE8" WATER SERVICE FOR FUTURE DEVELOPMENT8" WATER SERVICE FOR FUTURE DEVELOPMENT8" WATER SERVICE FOR FUTURE DEVELOPMENT387 LF - 8" WM215 LF - 8" WM247 LF - 8" WM 83 LF - 12" WM429 LF - 12" WM529 LF - 12" WM8 LF - 8" WM6 LF - 8" WM6 LF - 8" WM6 LF - 8" WM6 LF - 8" WM6 LF - 8" WM81 LF - 8" WM39 LF - 8" WM24 LF - 8" WM25 LF - 8" WM8" WATER SERVICEFOR FUTURE DEVELOPMENT24 LF - 8" WM55 LF - 8" PVC@ 2.00%8 IN SEWER STUB (4)IE:948.49 STEMPORARYDRAINAGE ANDUTILITY EASEMENTTEMPORARYDRAINAGE ANDUTILITY EASEMENTPROPOSED STORMWATERMANAGEMENT AREA10.0'24.0'10.0'10.0'529 LF - 12" WM61 LF - 8" WM 8" GATE VALVE8" GATE VALVE8" GATE VALVE175 LF - 12" WMPROPOSED HYDRANT8" WATER SERVICEFOR FUTURE DEVELOPMENT28 LF - 8" WM8" GATE VALVE8" TEE264 LF - 8" WM8 LF - 8" WM8" GATE VALVE54 LF - 8" PVC@ 2.00%8 IN SEWER STUB (3)IE:947.55 SThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2019 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM K:\TWC_LDEV\launch properties\lakeville - cr50 and cedar ave\3 Design\CAD\plansheets\C6-UTILITY PLAN.dwg September 04, 2019 - 7:52am BYREVISIONSNo.DATE PERMIT SET - NOT FOR CONSTRUCTION DATE CHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT AIRLAKE STATION DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO.LAKEVILLE MN 1 CITY COMMENTS 09/03/19 CPCPROPOSED SANITARY SEWER MANHOLEPROPOSED STORM SEWERPROPOSED SANITARY SEWERPROPOSED WATERMAINPROPOSED GATE VALVEPROPOSED HYDRANTPROPOSED TEEPROPOSED REDUCERPROPOSED UNDERGROUND ELECTRICPROPOSED TELEPHONEPROPOSED GAS MAINPROPOSED STORM SEWERLEGENDCOPROPOSED SANITARY CLEANOUTMATCHLINE (SEE SHEET C401)NORTHENLARGED UTILITY PLANC602 UTILITY PLAN NOTES1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFOREINSTALLATION 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' DEEP6" PVC SCHEDULE 40 PER ASTM D-3034DUCTILE IRON PIPE PER AWWA C1503.WATER LINES SHALL BE AS FOLLOWS:6" AND LARGER, PVC C-900 PER ASTM D 2241CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 1504" AND LARGER DUCTILE IRON PIPE PER AWWA C150SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PERANSI 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 RESTRAINTSSUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUEBOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECTDOCUMENTS.6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHENCROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDEEDGE OF PIPE OR STRUCTURE).7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALLWATERLINES.8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES,SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION(EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 ORC900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THECENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVEMECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TOPROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETINGREQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50).9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVEDBEFORE BACKFILLING.10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITHPROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVEFINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHTLIDS.11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAYCOMPRESSION STRENGTH AT 3000 P.S.I.12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATIONOF ANY NEW LINES.13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONSOF THE CITY OF LAKEVILLE AND/OR STATE OF MN WITH REGARDS TOMATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES.15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONAND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ISBASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHEREPOSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION ISNOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTORMUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURSBEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OFUTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TORELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONSAND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICECOMPANIES.17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FORINSTALLATION REQUIREMENTS AND SPECIFICATIONS.18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTINGAND ELECTRICAL PLAN.19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARELOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS.20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELYOWNED AND MAINTAINED.21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITHREACTION BLOCKING.KEYNOTE LEGENDCONNECT TO EXISTING WATERMAIN STUB WITH GATE VALVEWETTAP EXISTING WATERMAIN WITH GATE VALVEX" DOMESTIC WATER SERVICEX" FIRE SERVICECORE DRILL AND CONNECT TO EXISTING STRUCTURECONNECT TO EXISTING SANITARY SERVICECONSTRUCT MANHOLE OVER EXISTING SANITARY SEWERSANITARY SEWER SERVICEADJUST EXISTING CASTING TO NEW RIM ELEVATIONABCDEFGHI 11 10 10 10 11 4 PROPOSED U-HAUL BUILDING 43,769 SQ. FT. 131,307 GROSS SQ. FT. FFE=967.00 STM CB RIM=956.29 INV=949.19 STM CB RIM=956.48 INV=953.08 STM CB RIM=957.22 INV=951.72 STM CB RIM=957.21 INV=953.41 STM CB RIM=959.86 INV=955.26 STM CB RIM=958.22 INV=953.82 STM CB RIM=955.62 INV=949.92 STM CB RIM=948.43 INV=944.13 STM CB RIM=959.95 INV=955.55 STM CB RIM=959.53 INV=956.03 STM CB RIM=958.24 INV=954.84 STM CB RIM=959.21 INV=955.81 STM CB RIM=957.22 INV=951.72 STM CB RIM=959.15 INV=954.25 STM CB RIM=955.84 INV=951.74 STM CB RIM=948.57 INV=944.57 STM CB RIM=958.30 INV=954.80 STM CB RIM=955.72 INV=952.02 STM CB RIM=958.36 INV=954.36 STM CB RIM=955.72 INV=951.92 STM CB RIM=948.78 INV=944.98 (NE) INV=945.82 BENCHMARK: TNH=950.10 (NAVD88) BENCHMARK: TNH=953.91 (NAVD88) SANITARY MH RIM=948.84 INV=926.64 SANITARY MH RIM=954.00 INV(S)=927.10 INV(E)=939.90 SANITARY MH RIM=960.64 INV=928.04 8" WATERMAIN (BY OTHERS) 8" PVC SANITARY SEWER (BY OTHERS) SANITARY MANHOLE (BY OTHERS) 8" PVC SANITARY SEWER (BY OTHERS)8 PVC SAN ITARY SEWER (BY OTHERS ) SANITARY MANHOLE (BY OTHERS) SANITARY MANHOLE (BY OTHERS) 8" WATERMAIN (BY OTHERS) 8" WATERMAIN (BY OTHERS) 8" PVC SANITARY SEWER (BY OTHERS) 8" WATERMAIN (BY OTHERS)8" WATERMAIN (BY OTHERS)STORM SEWER (BY OTHERS) STORMWATER MANAGEMENT AREA (BY OTHERS) PROPOSED BITUMINOUS PAVEMENT (BY OTHERS) STORMWATER MANAGEMENT AREA (BY OTHERS)11+0012+0013+0014+0015+0021+5016+00 17+00 18+00 19+00 20+00 21+00 22+00 2 3 + 0 0 2 3 + 5 0 0 + 0 01+002+00 3+00 4+00 5+00 5+50 6+007+008+000+001+002+002+509+0010+000+001+002+000+00 1+00 2+00 3+00 4+00 5+00I=954.43 (SS-3) I=954.23 (SS-2) I=954.43 (SS-4) R=966.43 CO-2 I=953.02 (SS-2) I=952.82 (SS-1) R=964.98 CO-1 I=951.40 (SS-1) I=951.20 (EXSP-1) R=963.60 CO R=0.93 EXS R=0.93 EXS SS-3 SS-2SS-1I=960.24 (P-5) R=964.24 A-5 I=959.98 (P-6) R=962.17 A-6 I=960.40 (P-4) R=964.24 A-4 I=958.61 (P-12) I=958.81 (P-13) R=962.82 A-12 I=959.10 (RD-1) I=958.90 (P-11) R=962.88 A-11 I=959.53 (P-4) I=959.33 (P-3) I=959.53 (P-5) R=963.80 A-3 I=954.90 (P-8) I=954.70 (P-7) R=963.40 A-7 FES-2 I=959.50 I=956.24 (P-3) I=956.04 (P-2) R=962.25 A-2 I=955.63 (P-9) I=955.43 (P-8) I=955.63 (P-11) R=962.94 A-8 I=959.23 (P-13) R=962.00 A-13 I=956.46 (P-10) I=956.26 (P-9) R=961.36 A-9 I=955.50 (P-2) I=955.30 (P-1) R=959.75 A-1 I=956.76 (P-10) R=960.60 A-10 FES-4 I=958.50 FES-1 I=954.50 FES-3 I=954.50 P-9P-8P-7P-4 P-3 P-2 P- 1 P-5P-12 P-11 P-6 P-10P - 1 3 I=959.22 (SS-8) R=963.22 S-1RD-1 LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONU-HAUL SELF STORAGE MINNESOTALAKEVILLE B.M. ELEVATION=953.91 T.N.F.H. 20' EAST OF CEDAR AVENUE ON THE SOUTHERN PROPERTY LINE OF SITE. 23121 UTILITY DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, - PJJ RJA/PJJ RJA 19-23121 --/--/-- C3-20 OVERALL UTILITY PLAN C3-20 OVERALL UTILITY PLAN ---- ---- C3-20 0 SCALE IN FEET 40 80 120 CONNECT TO EXISTING 8" WATER SERVICE EXISTING PROPERTY LINE, TYP. CONNECT SS-1 TO EXISTING 8" SANITARY SEWER WITH CLEANOUT 156 LF 8" WATER SERVICE STUB 8" WATERMAIN 5' FROM BUILDING (CAP END) (CONNECTION TO THE BUILDING BY OTHERS)STUB 6" SANITARY SEWER 5' FROM BUILDING (CAP END) (CONNECTION TO THE BUILDING BY OTHERS) NOTE: CONTRACTOR TO INSTALL WALL INDICATOR VALVE AND CONFIRM LOCATION WITH OWNER AND ARCHITECT FLUSHING RIM FLOOR DRAIN (SEE DETAIL, SHEET C0-22) CONNECT ROOF DRAIN LEADER TO RD-1 (TYP. OF 5) CONNECT ROOF DRAIN LEADER TO A-11 117 LF 6" WATER SERVICE 1-HYDRANT 1-6" G.V. & BOX HYD. BREAK=965.90 1-HYDRANT 1-6" G.V. & BOX HYD. BREAK=963.00 12"X6" TEE 75 LF 6" WATER SERVICE RIPRAP ARMOR OUTLET APRON (TYP. OF 4) (SEE DETAIL, SHEET C0-22) 12"X6" TEE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2019 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\launch properties\lakeville - cr50 and cedar ave\3 Design\CAD\plansheets\C2-DEMO PLAN.dwg September 04, 2019 - 7:50am©BYREVISIONSNo.DATEPERMIT SET - NOT FOR CONSTRUCTIONDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTAIRLAKE STATIONDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.LAKEVILLEMN1CITY COMMENTS09/03/19CPCTREEPRESERVATIONPLANC201 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. 6.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH LAKEVILLE, DAKOTA COUNTY AND MN/DOT. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF LAKEVILLE DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14.ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MN REQUIREMENTS. 16.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTESEXISTING SIGNIFICANT TREES TOTAL: 80 DECIDUOUS TREES TO BE REMOVED *NOTE: PER LAKEVILLE CITY CODE, THE CONTRACTOR SHALL BE REQUIRED TO REPLACE EACH OF THE SIGNIFICANT TREES DESTROYED OR DAMAGED WITH TWO (2) REPLACEMENT TREES. REPLACEMENT TREES MUST CONSIST OF NURSERY STOCK AND BE NO LESS THAN TWO AND ONE-HALF INCHES (2 1 2") IN DIAMETER. 11 10 10 10 11 4 PROPOSED U-HAUL BUILDING 43,769 SQ. FT. 131,307 GROSS SQ. FT. FFE=967.00 0.0 0.1 0.1 0.1 0.1 0.3 0.3 0.3 0.2 0.1 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.4 0.4 0.5 0.5 0.4 0.3 0.1 0.0 0.1 0.2 0.4 0.4 0.3 0.3 0.3 0.6 0.7 0.8 0.7 0.7 0.4 0.1 0.0 0.1 0.1 0.5 0.8 0.7 0.6 0.5 0.2 0.5 0.8 1.0 1.1 1.1 1.1 0.7 0.1 0.1 0.1 0.1 0.3 1.1 1.1 1.0 0.9 0.7 0.1 0.3 0.6 1.1 1.4 1.6 1.7 1.7 1.2 0.1 0.1 0.1 0.1 0.2 0.8 1.8 1.6 1.5 1.2 0.9 0.1 0.3 0.8 1.5 2.0 2.4 2.7 2.5 1.9 0.3 0.0 0.1 0.2 0.3 0.7 1.9 2.5 2.6 2.1 1.6 1.2 0.1 0.3 0.9 1.9 2.6 3.2 3.5 3.3 2.5 0.7 0.1 0.1 0.3 0.6 1.5 3.4 3.6 3.4 2.8 2.1 1.5 0.8 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 1.9 3.0 3.9 4.6 4.5 3.8 1.0 0.1 0.2 0.4 1.0 2.8 5.4 5.0 4.4 3.3 2.4 1.5 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.4 0.3 0.2 0.2 0.4 0.4 0.3 0.2 0.2 0.4 0.4 0.3 0.2 0.2 0.4 0.4 0.3 0.2 0.2 0.4 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 1.9 3.0 4.1 5.4 5.7 5.4 1.4 0.1 0.2 0.4 1.3 5.0 6.2 5.7 4.5 3.3 2.3 1.3 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 2.0 2.7 1.1 0.4 0.6 2.0 2.7 1.1 0.4 0.6 2.0 2.7 1.1 0.4 0.6 2.0 2.7 1.1 0.4 0.6 2.0 2.7 1.0 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 2.0 3.0 4.1 5.3 5.5 5.0 1.3 0.1 0.2 0.4 1.4 4.1 5.0 5.1 4.0 3.0 2.0 0.9 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 4.8 8.5 1.8 0.4 0.8 4.8 8.5 1.8 0.4 0.8 4.8 8.5 1.8 0.4 0.8 4.8 8.5 1.8 0.4 0.8 4.8 8.5 1.8 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.9 1.9 2.9 3.8 4.4 3.9 3.3 0.9 0.1 0.1 0.3 1.3 3.1 3.9 4.3 3.5 2.6 1.6 0.6 0.3 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.9 1.8 2.5 3.0 3.4 3.0 2.4 0.7 0.1 0.1 0.2 1.8 2.5 3.1 3.2 2.9 2.3 1.2 0.5 1.9 1.2 0.3 0.1 0.0 0.0 0.1 0.1 0.2 0.3 0.8 1.4 1.9 2.3 2.6 2.4 1.8 0.3 0.1 0.1 0.4 1.5 1.9 2.3 2.3 2.1 1.7 0.9 0.4 10.4 3.7 0.6 0.1 0.1 0.0 0.1 0.1 0.2 0.3 0.6 1.1 1.4 1.7 1.8 1.7 1.2 0.3 0.1 0.1 0.5 1.2 1.3 1.5 1.6 1.4 1.2 0.6 0.3 5.6 2.6 0.5 0.1 0.1 0.0 0.1 0.1 0.1 0.3 0.5 0.8 1.1 1.4 1.4 1.4 1.0 0.4 0.1 0.2 0.6 1.0 1.1 1.2 1.2 1.1 0.8 0.5 0.3 0.8 0.7 0.3 0.1 0.1 0.0 0.1 0.1 0.1 0.2 0.4 0.8 1.1 1.3 1.3 1.3 1.0 0.6 0.1 0.3 0.7 0.9 1.0 1.1 1.0 0.9 0.7 0.6 0.4 0.4 0.4 0.2 0.1 0.1 0.0 0.1 0.1 0.1 0.2 0.4 0.7 1.1 1.4 1.4 1.4 1.1 0.8 0.1 0.5 0.9 1.0 1.1 1.1 1.0 0.8 0.7 1.5 2.1 1.9 1.3 0.4 0.1 0.1 0.0 0.1 0.1 0.1 0.2 0.4 0.9 1.5 1.7 1.7 1.7 1.4 1.1 0.2 0.8 1.2 1.2 1.3 1.2 1.0 0.8 1.0 4.2 11.2 10.4 3.7 0.6 0.1 0.1 0.0 0.1 0.1 0.1 0.2 0.5 1.2 2.0 2.3 2.5 2.4 2.0 1.3 0.1 1.2 1.6 1.7 1.6 1.5 1.2 0.8 0.9 2.9 5.8 5.5 2.6 0.5 0.1 0.1 0.0 0.1 0.1 0.1 0.2 0.6 1.5 2.5 3.0 3.3 3.1 2.6 1.4 0.1 0.3 1.9 2.4 2.6 2.4 2.0 1.6 0.9 0.6 0.8 0.8 0.8 0.6 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.7 1.8 2.8 3.7 4.5 4.0 3.1 1.2 0.2 0.7 2.5 3.2 3.4 3.2 2.6 1.9 0.9 0.4 0.3 0.2 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.0 2.1 3.1 4.2 5.3 5.1 4.2 1.2 0.4 1.0 3.6 4.3 4.5 3.9 3.0 2.0 0.9 0.3 0.2 0.1 0.7 2.2 8.1 4.6 0.9 0.8 4.3 8.2 2.0 0.6 1.8 8.0 4.6 0.9 0.8 4.3 8.2 1.9 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.6 1.4 2.4 3.4 4.7 5.8 6.5 4.5 1.2 0.5 1.4 5.2 5.6 5.4 4.1 3.0 2.0 0.8 0.3 0.1 0.1 3.5 2.7 2.7 1.8 0.7 0.6 1.7 2.4 1.1 0.5 1.0 2.3 1.8 0.6 0.6 1.7 2.3 1.0 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.8 1.7 2.5 3.3 4.4 4.8 5.1 2.3 0.8 0.5 1.3 5.1 5.5 5.3 4.1 3.0 2.0 0.8 0.3 0.1 0.1 11.9 4.1 1.0 0.5 0.3 0.2 0.4 0.4 0.3 0.2 0.3 0.4 0.4 0.3 0.2 0.4 0.4 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.9 1.6 2.2 2.9 3.4 3.5 3.3 1.2 0.5 0.4 1.0 3.5 4.1 4.4 3.8 2.9 1.9 0.8 0.3 0.1 0.1 3.4 1.9 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.5 0.9 1.3 1.8 2.3 2.7 2.6 1.7 0.6 0.3 0.2 0.7 2.4 3.0 3.4 3.1 2.5 1.8 0.9 0.3 0.2 0.2 1.0 7.8 10.6 1.6 0.6 2.9 13.7 4.4 0.6 0.1 0.1 0.5 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.7 1.0 1.4 1.6 1.8 1.9 2.0 0.9 0.3 0.2 0.1 0.2 1.8 2.3 2.5 2.2 1.9 1.4 0.8 0.3 0.2 0.3 0.9 3.8 4.5 1.3 0.6 2.0 5.2 2.7 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.6 0.8 0.9 1.0 1.1 1.4 1.8 2.0 2.0 1.8 1.7 1.4 0.6 0.3 0.2 0.1 0.1 1.1 1.5 1.6 1.5 1.3 1.0 0.6 0.3 0.2 0.2 0.4 0.8 0.9 0.5 0.4 0.6 0.9 0.7 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.6 0.7 1.0 1.5 1.9 2.1 2.3 2.5 2.7 2.6 2.2 1.8 1.6 1.0 0.5 0.3 0.2 0.1 0.2 0.7 1.1 1.1 1.1 0.9 0.7 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.7 0.8 0.9 0.9 1.0 1.2 1.3 1.2 0.9 0.7 0.6 0.6 0.6 0.8 1.0 1.3 1.9 2.6 3.1 3.3 3.5 3.5 3.1 2.5 1.8 1.4 0.9 0.5 0.3 0.2 0.1 0.1 0.5 0.7 0.7 0.8 0.7 0.6 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.7 1.0 1.4 1.8 2.0 2.1 2.2 2.3 2.2 1.7 1.3 1.0 0.8 0.7 0.7 0.8 1.1 1.5 2.2 3.0 3.9 4.5 4.7 4.5 3.6 2.8 1.9 1.3 0.8 0.5 0.3 0.2 0.1 0.1 0.3 0.5 0.5 0.5 0.5 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.7 0.8 0.8 0.9 1.0 1.1 1.2 1.2 0.9 0.7 0.6 0.6 0.6 0.7 0.9 1.2 1.8 2.4 3.0 3.2 3.3 3.3 2.9 2.2 1.5 1.1 0.9 0.7 0.7 0.8 1.1 1.5 2.4 3.3 4.3 5.4 5.9 4.9 3.6 2.7 1.8 1.2 0.8 0.5 0.3 0.1 0.1 0.1 0.2 0.4 0.4 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.7 0.9 1.3 1.7 1.9 2.0 2.1 2.2 2.2 1.8 1.3 1.0 0.8 0.7 0.7 0.8 1.0 1.4 2.1 2.9 3.7 4.3 4.5 4.4 3.5 2.7 1.8 1.2 0.9 0.7 0.6 0.8 1.0 1.4 2.2 2.8 3.8 5.6 6.5 4.9 3.2 2.4 1.7 1.1 0.6 0.3 0.2 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.9 0.9 0.9 1.0 1.1 1.2 1.2 0.9 0.7 0.6 0.6 0.6 0.7 0.9 1.2 1.7 2.3 2.9 3.1 3.2 3.2 2.9 2.3 1.6 1.2 0.9 0.7 0.7 0.8 1.0 1.4 2.2 3.2 4.2 5.2 5.8 5.0 3.7 2.7 1.9 1.2 0.9 0.7 0.6 0.7 0.9 1.2 1.7 2.2 2.9 3.8 4.1 2.6 1.7 0.5 0.5 0.3 0.2 0.1 0.1 0.0 0.2 0.3 0.4 0.6 0.9 1.2 1.7 1.9 2.1 2.1 2.2 2.2 1.8 1.3 1.0 0.8 0.7 0.7 0.8 1.0 1.3 1.9 2.8 3.6 4.2 4.3 4.4 3.6 2.8 1.9 1.3 0.9 0.7 0.6 0.7 1.0 1.4 2.1 2.7 3.7 5.3 6.5 5.1 3.4 2.5 1.8 1.1 0.7 0.4 0.3 0.2 0.3 0.3 0.2 0.4 0.7 1.0 1.1 0.8 0.2 0.3 0.5 0.8 1.1 1.6 2.3 2.8 3.1 3.2 3.2 2.9 2.4 1.7 1.2 0.9 0.7 0.7 0.7 1.0 1.4 2.1 3.1 4.0 5.0 5.7 5.2 3.9 2.8 2.0 1.3 0.9 0.7 0.6 0.6 0.8 1.2 1.7 2.2 2.8 3.9 4.5 3.0 1.9 0.7 0.5 0.4 0.2 0.1 0.1 0.1 0.2 0.3 0.6 0.9 1.2 1.8 2.6 3.5 4.1 4.3 4.4 3.7 2.9 2.0 1.3 1.0 0.7 0.6 0.7 0.9 1.3 2.0 2.7 3.6 4.9 6.4 5.3 3.5 2.5 1.9 1.2 0.8 0.5 0.3 0.2 0.3 0.3 0.2 0.4 0.8 1.0 1.2 0.9 0.5 0.2 0.3 0.5 0.9 1.3 2.0 2.9 3.9 4.9 5.6 5.2 4.1 2.9 2.1 1.4 1.0 0.7 0.6 0.6 0.8 1.1 1.6 2.2 2.8 3.9 4.9 3.4 2.2 0.9 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.2 1.8 2.6 3.5 4.7 6.2 5.6 3.7 2.6 2.0 1.3 0.9 0.5 0.3 0.3 0.3 0.3 0.3 0.3 0.8 1.0 1.3 1.0 0.6 0.1 0.2 0.4 0.7 1.0 1.6 2.2 2.8 3.9 5.0 3.9 2.4 1.2 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.8 1.0 1.3 1.1 0.7 0.4 0.0 0.0 0.0 0.0 0.0 0.1 HP1 HP1 HP1 HP1 HP1 HP1 HP1 HP1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1F1F1F1F1 F1 STORM SEWER (BY OTHERS) STORMWATER MANAGEMENT AREA (BY OTHERS) PROPOSED BITUMINOUS PAVEMENT (BY OTHERS) STORMWATER MANAGEMENT AREA (BY OTHERS) LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTIONPRELIMINARY NOT FOR CONSTRUCTIONU-HAUL SELF STORAGE MINNESOTALAKEVILLE B.M. ELEVATION=953.91 T.N.F.H. 20' EAST OF CEDAR AVENUE ON THE SOUTHERN PROPERTY LINE OF SITE. X X XXX 23121 ELECTRICAL DATE DESCRIPTION BY PROJECT TITLE SHEET REVISION SCHEDULE PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, - PJJ RJA/PJJ RJA 19-23121 --/--/-- C6-10 SITE PHOTOMETRIC PLAN C6-10 SITE PHOTOMETRIC PLAN ---- ---- C6-10 0 SCALE IN FEET 40 80 120 EXISTING PROPERTY LINE, TYP.LIGHT FIXTURE SCHEDULE SYMBOL MANUFACTURER CATALOG NUMBER DESCRIPTION LAMP WATTAGE LITHONIA DSX2 LED P4 40K T4M MVOLT HS POLE MOUNTED HIGH-EFFICACY LED 270HP1 TYPE HEIGHT 25'-0" SINGLE HEAD LITHONIA WST LED P2 40K VF MVOLT WALLPACK HIGH-EFFICACY LED 25F1 10'-0" FULL CUTOFF FULL CUTOFF FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" THIRD FLOOR 122' -8" T.O. PARAPET 3 141' -4" 2 A3-11 _____________________ T.O. PARAPET 2 140' -0" T.O. PARAPET 1 134' -3" EF-4 EF-1 EF-2 EF-2 EF-2 EF-1EF-1 EF-4EF-2 EF-3 EF-1 EF-4 EF-1EF-1 EF-1 EF-4 EF-2 EF-2 EF-5 EF-5 EF-5 EF-5 EF-5 EF-5 EF-5 EF-2 EF-2 1' - 0"EF-2 EF-2 EF-2 BUILDING SIGNAGE NEW GRADE ELEVATION NEW GRADE ELEVATION CONCRETE AROUND ALL WINDOW PERIMETERS, SEE DETAIL, TYP 440 SF SIGNAGE MAX FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" THIRD FLOOR 122' -8" T.O. PARAPET 3 141' -4" 1 A3-11 _____________________ T.O. PARAPET 2 140' -0" T.O. PARAPET 1 134' -3" EF-5 EF-5EF-5 EF-1 EF-4 EF-1 EF-1 EF-4 EF-2 EF-2 EF-2 EF-2 EF-2 EF-2 BUILDING SIGNAGE NEW GRADE ELEVATION 200 SF SIGNAGE MAX FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" THIRD FLOOR 122' -8" T.O. PARAPET 3 141' -4" 2 A3-11 _____________________ T.O. PARAPET 1 134' -3" DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUTEF-6 EF-6 EF-4 EF-1 EF-2 EF-2 EF-1 EF-2 EF-6EF-6EF-6 EF-6 EF-2 EF-7 NEW GRADE ELEVATION FIRST FLOOR 100' -0" SECOND FLOOR 112' -0" THIRD FLOOR 122' -8" T.O. PARAPET 3 141' -4" 1 A3-11 _____________________ T.O. PARAPET 2 140' -0" T.O. PARAPET 1 134' -3" EF-1 EF-4 EF-1 EF-2 EF-1 EF-4 EF-1 EF-2 EF-2 EF-3 EF-2 EF-2 EF-5 EF-5 EF-5EF-5 EF-2EF-2 NEW GRADE ELEVATION 01/2"1"2"1/4"PROJECT NO. FILE NAME DRAWN BY DESIGNED BY ORIGINAL ISSUE DATE CLIENT PROJECT NO. TITLE SHEET PROJECT REVIEWED BY THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. DATE LIC. NO. DATE LIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. 8/30/2019 11:08:04 AM A2 -11 EXTERIOR ELEVATIONS 23121 Arch R18.rvt SLD TCK TCK LAKEVILLE MINNESOTA 400 23121 A2-11 19-23121 SELF STORAGE U-HAUL PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONA2-11 EXTERIOR ELEVATIONS 1/16" = 1'-0"1 NORTH ELEVATION 1/16" = 1'-0"2 WEST ELEVATION 1/16" = 1'-0"3 SOUTH ELEVATION 1/16" = 1'-0"4 EAST ELEVATION REVISION SCHEDULE DATE DESCRIPTION BY EXTERIOR FINISH SCHEDULE MARK MATERIAL TYPE MANUFACTURER SERIES SIZE COLOR COMMENTS EF-1 THIN BRICK ENDICOTT SINGLE TONE MODULAR 220 COURTYARD WIRE CUT, RUNNING BOND EF-2 PRECAST CONCRETE FABCON VERSACORE + GREEN SANDWICH -- BUFF LIGHT SANDBLAST EF-3 PREFINISHED METAL PANEL STANDING SEAM 24 GA. U-HAUL GREEN EF-4 MANUFACTURED STONE VENEER CULTERED STONE HEWN STONE 17 7/8" X 71 9/16" FOUNDATION PATTERN: HSP35809 EF-5 PREFINISHED METAL GUTTER & DOWNSPOUT ROOF ACCESSORIES 24 GA. MEDIUM BRONZE EF-6 PREFINISHED METAL GUTTER & DOWNSPOUT ROOF ACCESSORIES MFR RECOMMENDATION MEDIUM BRONZE EF-7 STANDING SEAM METAL ROOF ROLLED STANDING SEAM 24" GALVALUME PLUS EXTERIOR WALL MATERIAL SQUARE FOOTAGE AND PERCENTAGES MATERIAL STONE METAL PANEL BRICK CONCRETE LIGHT SANDBLAST SQUARE FOOTAGE PERCENTAGE GLASS 3,198 SF 243 SF 17,830 SF 12,573 SF 5,248 SF 8.2 % .6 % 45.6 % 32.2 % 13.4 % CLASS A B C OVERALL TOTAL 39,092 SF 67.2 %26,276 SFTOTAL TOTAL TOTAL 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 April 8, 2019 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: AIRLAKE STATION The Dakota County Plat Commission met on April 1, 2019, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 23 (Cedar Ave.) and CSAH 50 (Lakeville Blvd.), and is therefore subject to the Dakota County Contiguous Plat Ordinance. The proposal includes a U-Haul site on Lot 1 with two additional light industrial lots. The right-of-way needs are 75 feet of half right of way along CSAH 23 and CSAH 50. Dedication of an additional 15-foot of right of way along CSAH 50 is required from CSAH 23 to the existing jog in the right of way (approx. 1319 feet) to meet the right-of-way needs. The two accesses to CSAH 50 include right-in only access (1/8 mile from CSAH 50/CSAH 23 intersection) and one full access (1/4 mile from CSAH 50/CSAH 23 intersection). The access spacing guidelines along CSAH 50 are 1/8-mile right-turns only access and ¼-mile full access. The Plat Commission stated the concerns the County is having with similar right-in only accesses without a divided roadway. As discussed, the right-turns only access design needs to restrict the potential for westbound left turn movements. The developer/engineer will be working with the County on the design through the County permitting process (contact Butch McConnell, Dakota County Permitting). As discussed, the permit requirement will be to extend the median from the proposed full access location to Gateway Drive. Restricted access should be shown along all of CSAH 50 except for the two access openings. Upon review of the right-turns only access design, restricted access symbols should be shown along the proposed right-of- way to reflect the design. Restricted access is shown along all of CSAH 23. A quit claim deed to Dakota County for restricted access is required to accompany the plat mylars at the time of recording. The Plat Commission has reviewed the final plat and recommends approval to the County Board of Commissioners, provided that the described conditions are met. Traffic volumes on CSAH 23 and CSAH 50 are 14,000 and 14,800 ADT, respectively, and are anticipated to be 23,000 and 32,400 ADT 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. Please contact Butch 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: Dan Regan, Launch Properties Bruce Rydeen, Cerron Properties Brian Wurdeman, Kimley-Horn City of Lakeville Public Works – Engineering Division Memorandum To: Frank Dempsey, Associate Planner From: Alex Jordan, Assistant City Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Dave Olson, Community and Economic Development Director Date: September 13, 2019 Subject: Airlake Station First Addition • Preliminary Plat Review • Final Plat Review • Conditional and Interim Use Permits • Easement Vacation • Site Plan Review • Final Grading and Erosion Control Plan Review • Final Utility Plan Review BBAACCKKGGRROOUUNNDD Airlake Development, Inc. has submitted a preliminary and final plat named Airlake Station First Addition, and a Conditional Use Permit (building height), Interim Use Permits (Outdoor Display and Storage), Easement Vacation and site plans to construct a 43,769 square-foot 3- story U-Haul building on Lot 1, Block 1, Airlake Station First Addition. The proposed development is located east of and adjacent to Cedar Avenue (CSAH 23), south of and adjacent to Lakeville Boulevard (CSAH 50), north of and adjacent to Lot 1, Block 1, Fulford Group 1st Addition. The parent parcel consists of two metes and bounds parcels (PID Nos. 220340026018 and 220340026019) zoned C-2, Highway Commercial District. The preliminary and final plats consist of one lot within one block and one outlot on 19.88 acres. The Developer is dedicating 1.52 acres as Cedar Avenue and Lakeville Boulevard right-of-way. AAIIRRLLAAKKEE SSTTAATTIIOONN FFIIRRSSTT AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT SSEEPPTTEEMMBBEERR 1133,, 22001199 PPAAGGEE 22 OOFF 55 The proposed development will be completed by: Developer: Airlake Development, Inc. Engineer/Surveyor: Kimley Horn and ISG SSIITTEE CCOONNDDIITTIIOONNSS The existing site contains undeveloped cultivated land, a gravel driveway, overhead electric facilities and an existing building. A stand of trees is located along the south side of the parcels adjacent to the existing building. The Developer shall remove all existing buildings, fences and encroachments with development of the site. A security will be required with the final plat to ensure the removal of the existing site features. EEAASSEEMMEENNTTSS The following easement will be vacated with the final plat: • Utility easement in favor of City of Lakeville per Doc. No. 412594 SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Cedar Avenue (CSAH 23) Airlake Station First Addition is located east of and adjacent to Cedar Avenue, a principal arterial County roadway as identified by the City’s draft 2040 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. A ten-foot wide bituminous trail is located adjacent to the parent parcels along Cedar Avenue. The current Dakota County Plat Needs Map dated April 16, 2013 identifies Cedar Avenue as a four-lane divided roadway with half-mile full access spacing. The final plat was reviewed and recommended for approval by the Dakota County Plat Commission at its April 1, 2019 meeting. No access is proposed from the site directly onto Cedar Avenue. Lakeville Boulevard (CSAH 50) Airlake Station First Addition is located east of and adjacent to Lakeville Boulevard, an arterial County roadway as identified by the City’s Transportation Plan. Dakota County controls the right-of-way requirements and access locations along Lakeville Boulevard. Lakeville Boulevard is currently constructed as a two-lane undivided urban roadway with center left turn lanes adjacent to the plat. The current Dakota County Plat Needs Map dated April 16, 2013 identifies Lakeville Boulevard as a four-lane divided roadway. The final plat was reviewed and recommended for approval by the Dakota County Plat Commission at its April 1, 2019 meeting. The Developer is proposing to construct two access along Lakeville Boulevard; a right-in only access to Lot 1, Block 1 and a full access intersection on Outlot A. The two driveway entrances would be connected by an internal private roadway. The Developer must construct turn lane improvements along Lakeville Boulevard at the proposed driveway entrances, as required by AAIIRRLLAAKKEE SSTTAATTIIOONN FFIIRRSSTT AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT SSEEPPTTEEMMBBEERR 1133,, 22001199 PPAAGGEE 33 OOFF 55 Dakota County. The turn lane improvements must be completed prior to issuance of a certificate of occupancy. Private Drive A privately owned and maintained roadway is located along the north side of the parent parcels connecting Outlot A to Lot 1, Block 1. A cross access agreement shall be recorded with the final plat for the shared driveway across Lot 1, Block 1 and Outlot A. SSIITTEE PPLLAANN The development of Lot 1, Block 1, Airlake Station First Addition includes the construction of a three-story 43,769 square foot U-Haul building, outdoor storage (including canopy roof), private utilities and associated parking. Access to the site will be from the right-in only driveway entrance from Lakeville Boulevard and from the internal private drive. The driveway design must be approved by Dakota County. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility, and building construction shall be from rock construction entrances on Lot 1, Block 1 aligning with Gateway Drive to the north and the location of the full access driveway. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS The Park Dedication requirement for the parent parcels has not been paid but will be required to be collected with the final plat, at the rate in effect at the time of final plat approval. Consistent with the City’s Parks, Trails and Open Space Plan, a 10-foot wide trail is planned along the south side of Lakeville Boulevard adjacent to the site. The trail would be constructed in the future at the time a regional trail connection is available into the City of Farmington. The Developer shall grade the trail bench and provide the City with an escrow for the Developer’s 5/8 share of the future trail construction with the final plat. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Airlake Station First Addition is located within subdistrict SC-10000 of the South 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. 8-inch public sanitary sewer will be extended within a drainage and utility easement along the south side of Lot 1, Block 1 to provide utility service to the U-Haul site and Outlot A. Privately owned and maintained sanitary sewer will be extended from Sanitary MH-3 as shown on the utility plan to provide service to the U-Haul building. AAIIRRLLAAKKEE SSTTAATTIIOONN FFIIRRSSTT AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT SSEEPPTTEEMMBBEERR 1133,, 22001199 PPAAGGEE 44 OOFF 55 The Sanitary Sewer Availability Charge has not been collected on the parent parcels and will be required with the final plat. WWAATTEERRMMAAIINN Consistent with the City’s Comprehensive Water Plan, the Developer shall extend 12-inch watermain along Lakeville Boulevard from Gateway Drive to the east plat boundary. Public 8- inch watermain will be looped to the proposed 12-inch along the south plat and east plat boundary within a dedicated drainage and utility easement. 8-inch private water services will be extended from the public watermain to Lot 1, Block 1 and Outlot A for future development. Private hydrants will be extended to the site from the public 12-inch watermain. 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. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Airlake Station First Addition is located within subdistrict SC-11 of the South Creek stormwater district as identified in the City’s Water Resources Management Plan. Three privately owned and maintained stormwater management basins will be constructed with the development improvements located on Lot 1, Block 1 and on Outlot A. The stormwater management basin design incorporates the entire site drainage area assuming full development. The basins will provide water quality treatment and rate control for the proposed development. The Developer must enter into a stormwater maintenance agreement prior to final plat approval for the privately owned and maintained stormwater basin. 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. Airlake Station First 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 Airlake Station First Addition includes the construction of a private storm sewer system and adjustments of the public storm sewer system along Lakeville Boulevard. Privately owned and maintained storm sewer constructed within the site will collect and AAIIRRLLAAKKEE SSTTAATTIIOONN FFIIRRSSTT AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT SSEEPPTTEEMMBBEERR 1133,, 22001199 PPAAGGEE 55 OOFF 55 convey runoff to the privately owned and maintained stormwater basins. The stormwater basins will outlet via private storm sewer that will connect to the public storm sewer within Lakeville Boulevard and Cedar Avenue. The Trunk Storm Sewer Area Charge has not been collected and will be required to be paid with the final plat, at the rate in effect at the time of final plat approval. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the building permit application and final construction plans. FEMA FLOODPLAIN ANALYSIS Airlake Station First Addition is located within areas shown on the Flood Insurance Rate Map (FIRM) as Zone X, as determined by FEMA. Based on this designation, no areas within the plat are located within a Special Flood Hazard Area (SFHA). WWEETTLLAANNDDSS There are no wetlands on the site. TTRREEEE PPRREESSEERRVVAATTIIOONN There are 80 significant trees located around the old homesite. All of the trees are proposed to be removed with the grading of the site. EERROOSSIIOONN CCOONNTTRROOLL The plans include a detailed erosion and sediment control plan. The Developer is responsible for meeting all the requirements of the MPCA Construction Permit. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the Developer. An on-site preconstruction meeting shall be held with the City prior to the issuance of a building permit. SSEECCUURRIITTIIEESS AANNDD CCAASSHH FFEEEESS The securities and cash fees for the development will be calculated prior to City Council consideration of the final plat. RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the preliminary and final plat, conditional use permit, interim use permits, easement vacation, site plan, grading and erosion control plan, and utility plan for Airlake Station First Addition, subject to the requirements and stipulations within this report. 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA U-HAUL OF SOUTHERN MINNESOTA CONDITIONAL USE PERMIT FINDINGS OF FACT AND RECOMMENDATION On September 19, 2019 the Lakeville Planning Commission met at it’s regularly scheduled meeting to consider a conditional use permit to allow the construction of a building taller than 35 feet on property located at the southeast corner of Cedar Avenue and Lakeville Boulevard in the C-2, Highway Commercial District. The Planning Commission conducted a public hearing on the proposed conditional use permit preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. FINDINGS OF FACT 1. The property is located in Planning District No. 8 of the 2008 Comprehensive Plan, which guides the property for commercial land use. 2. The property is zoned C-2, Highway Commercial District. 3. The legal description of the property is: Lot 1, Block 1, Airlake Station First Addition 4. Section 11-4-3E of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. The criteria and our findings regarding them are: a. The proposed action has been considered in relation to the specific policies and provisions of and has been found to be consistent with the official City Comprehensive Plan. Finding: The proposed enclosed self-storage building with office and retail showroom is a permitted commercial use of the property and is consistent with the 2030 Land Use Plan and District 8 recommendations of the Comprehensive Plan. b. The proposed use is or will be compatible with present and future land uses of the area. 2 Finding: The 40-foot tall enclosed self- storage building will be compatible with existing and future commercial and industrial land uses in the area. c. The proposed use conforms with all performance standards contained in the Zoning Ordinance. Finding: Provided compliance with the conditional use permit, the 40-foot tall enclosed self- storage building will conform to all performance standards contained in the Zoning Ordinance and the City Code, including the additional setback required for buildings taller than 35 feet. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The subject property lies within the current MUSA. The property is served with public sanitary sewer and water. The enclosed self-storage building will not have a negative impact on the City’s service capacity. e. Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: The traffic generated by the enclosed self- storage building use can be accommodated by the streets serving the property, Cedar Avenue and Lakeville Boulevard. 5. The planning report dated September 13, 2019 prepared by Associate Planner Frank Dempsey is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the conditional use permit conditioned upon compliance with the planning report prepared by Associate Planner Frank Dempsey dated September 13, 2019. DATED: September 19, 2019 LAKEVILLE PLANNING COMMISSION BY: _______________________________ Pat Kaluza, Chair 1 CITY OF LAKEVILLE DAKOTA COUNTY, MINNESOTA U-HAUL OF SOUTHERN MINNESOTA INTERIM USE PERMITS FINDINGS OF FACT AND RECOMMENDATION On September 19, 2019 the Lakeville Planning Commission met at its regularly scheduled meeting to consider the application of U-Haul of Southern Minnesota for interim use permits to allow: 1. Outdoor rental of trucks and trailers as an accessory use in the C-2 District 2. Outdoor storage of recreational vehicles as an accessory use in the C-2 District The property is located in the southeast corner of Cedar Avenue and Lakeville Boulevard. The Planning Commission held a public hearing on the proposed interim use permist preceded by published and mailed notice. The applicant was present and the Planning Commission heard testimony from all interested persons wishing to speak. FINDINGS OF FACT 1. The property is located in Planning District No. 8 of the 2008 Comprehensive Plan, which guides the property for commercial land use. 2. The property is zoned C-2, Highway Commercial District. 3. The legal description of the property is: Lot 1, Block 1, Airlake Station First Addition 4. Section 11-4-3E of the City of Lakeville Zoning Ordinance provides that a conditional use permit may not be issued unless certain criteria are satisfied. Section 11-5-3 states that interim use permits shall be processed according to the standards and procedures for a conditional use permit. 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 outdoor rental of trucks and trailers and outdoor storage of recreational vehicles are commercial uses consistent with the policies and provisions of Planning District 8 of the 2008 Comprehensive Land Use Plan. 2 b. The proposed use is or will be compatible with present and future land uses of the area. Finding: The proposed outdoor rental of trucks and trailers and outdoor storage of recreational vehicles will be compatible with existing and future land uses in the area. c. The proposed use conforms with all performance standards contained in the Zoning Ordinance. Finding: The proposed outdoor rental of trucks and trailers and outdoor storage of recreational vehicles will conform with all performance standards contained in the Zoning Ordinance and the City Code. d. The proposed use can be accommodated with existing public services and will not overburden the City’s service capacity. Finding: The subject property is served with necessary public services and will not overburden the City’s service capacity. e. Traffic generation by the proposed use is within capabilities of streets serving the property. Finding: Traffic generation will not significantly increase due to the proposed outdoor rental of trucks and trailers and outdoor storage of recreational vehicles. 5. The planning report dated September 13, 2019 prepared by Frank Dempsey, Associate Planner is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the interim use permits conditioned upon compliance with the planning report prepared by Associate Planner Frank Dempsey dated September 13, 2019. DATED: September 19, 2019 LAKEVILLE PLANNING COMMISSION BY: _______________________________ Pat Kaluza, Chair