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HomeMy WebLinkAboutSBFC 4th ADDITION MEMORANDUM TO: Daryl Morey FROM: D. Daniel Licht, AICP DATE: 21 June 2017 RE: Lakeville – SBF Commercial 4th Addition (Freddy’s Frozen Custard) TPC FILE: 135.01 BACKGROUND Steakburgers Minnesota has submitted plans for development of a 3,010 square foot convenience food use to be platted as Lot 1, Block 1, Spirit of Brandtjen Farm Commercial 4th Addition, located east of Pilot Knob Road and north of 162nd Street. The proposed development requires consideration of applications for approval of a PUD Development Stage Plan, preliminary plat, final plat, and vacation of existing drainage and utility easements. A public hearing to consider the applications has been noticed for the Planning Commission meeting on 29 June 2017. Exhibits: A. Site location map B. SBF Land Use Plan C. Preliminary Plat D. Final Plat E. Site Plan F. Grading Plan G. Utility Plan H. Landscape Plan I. Truck Turning Movements J. Lighting Plan K. Floor Plan L. Exterior Elevations (2 pages) 2 ANALYSIS SBF Land Use Plan. The SBF Land Use Plan guides the subject site for mixed use development based on the uses allowed in the O-R District and C-3 District. Development of a convenience food use within this area is consistent with SBF Land Use Plan. Use. Development of the convenience food use is subject to the same requirements as apply within the C-3 District in accordance with an amendment to the SBF PUD District approved in 2010. Section 11-73-7.G of the Zoning Ordinance establishes performance standards for convenience food uses: • Hours. The Zoning Ordinance limits hours of operation 5:00 A.M. to 11:00 P.M. unless extended by the City Council as part of the PUD Development Stage Plan. The developer indicates that the allowed hours of operation specified by the Zoning Ordinance are acceptable. A change to extend the hours of operation in the future would require application for a PUD Development Stage Plan amendment. • Building Design. The applicant has submitted architectural plans for the proposed building elevations that includes extensive use of brick, stone, cast concrete, and EIFS as the primary finish materials. The exterior finish is required to comply with Section 11- 17-9.D.1 of the Zoning Ordinance specifying use of three “Grade A” materials for at least 65 percent of the total area of the building exterior. The building elevation plans identify the grade of each material as defined by the Zoning Ordinance and percentage of these materials as used on each elevation. None of the elevations has more than 65 percent Grade A materials and the amount of Grade A materials is 61.2 percent of the total wall area, which does not meet the minimum requirements of the Zoning Ordinance. The proposed building elevations must be revised to increase the area of Grade A materials to not less than 65 percent of the total wall area. • Open Space. Section 11-73-7.G.3.a of the Zoning Ordinance requires that 25 percent of the lot remain as greenspace. The site plan identifies that 29 percent of the site is greenspace. The site plan complies with the greenspace requirements of the Zoning Ordinance for convenience food uses. • Landscape Plan. The landscape plan provides shade trees on the east and west sides of the property with ornamental trees along the north property line. Installation of trees along the south property line will be planned for in conjunction with the SBFC 3rd Addition development. Plantings similar to that installed for the HyVee convenience store and car wash uses to the south are provided in the yard abutting Pilot Knob Road for a consistent appearance. Planting beds on the east and west ends of the building have substantial numbers and varieties of shrubs, grasses and perennials. Sizes of proposed plantings comply with Section 11-21-9.C of the Zoning Ordinance. 3 • Exterior Lighting. The developer has submitted a photometric plan for proposed exterior lighting. Section 11-16-17.A of the Zoning Ordinance limits exterior lighting to not more than 15 foot-candles at any location within the site and not more than one foot-candle at property lines, which the submitted plan complies with. All fixtures must use 90 degree horizontal shielding in accordance with Section 11-16-17.B of the Zoning Ordinance and are limited to 35 feet in height by Section 11-16-17.C of the Zoning Ordinance. • Drive-Through. There is a drive through window on the south elevation of the building with a drive lane approaching from the west. The access lane is separated from off- street parking areas and sidewalks and provides 210 feet of stacking space from the service window. The site plan for the drive through window complies with Section 11- 73-7.G.7 of the Zoning Ordinance. • Access. The subject site will be accessed via the shared private drive extended from 162nd Street and Elmhurst Lane and utilized by the HyVee grocery store, HyVee convenience store, HyVee car wash, Spirit Place, and other future uses west of Elmhurst Lane and north of 162nd Street. Access from the main shared private driveway to the subject site is via another 29 foot wide private drive aisle extending north along the east side of the proposed lot, with the west half of the drive within the lot and the east half within Outlot A, SBFC 1st Addition. The proposed private drive provides a five foot wide sidewalk behind the curb along the west side of the driveway for pedestrian access. An ingress/egress and sidewalk easement will need to be recorded over the private drive. • Off-Street Parking. Section 11-19-13 of the Zoning Ordinance was amended on 15 May 2017 to establish an off-street parking requirement for convenience food uses of one stall per 70 square feet. Based on the building area of 3,010 square feet and 380 square foot outdoor seating area, 44 off street parking stalls are required. The civil site plan provides for 44 parking stalls as required by the Zoning Ordinance (the architectural site plan must be revised to be consistent with the civil plan set). Off-street parking stalls are designed as angled nine feet wide and 24 feet deep accessed by 18 foot wide drive aisles with counter clockwise circulation, which complies with the dimension requirements of Section 11-19-7.I.1 of the Zoning Ordinance. A paved asphalt surface surrounded by perimeter concrete curb as required by Sections 11-19-7.I.12 and 15 of the Zoning Ordinance is provided. • Loading. The developer has provided a separate sheet illustrating truck turning movements accessing the subject site from the private drive and within the subject site. The turning movements are shown for a 40 foot long single unit truck with dual rear axles. The exhibit shows adequate circulation within the site provided that deliveries are limited to use by this type of vehicle. Access and circulation would be adequate for service vehicles such as garbage trucks as well. 4 • Signs. All proposed signs are subject to the allowances established for the C-3 District by Section 11-23-19.E of the Zoning Ordinance. As a through lot fronting Pilot Knob Road and the internal private drive, the Zoning Ordinance allows one wall sign not to exceed 100 square feet on the east and west elevations. The exterior elevation plans show a 100 square foot sign/ice cream cone on the west elevation, a 55 square foot sign on the east elevation, and a 15 square foot sign on the north elevation. The site plan does not show any freestanding signs. The three proposed wall signs may be allowed under the PUD District based on there being no freestanding sign and the total area of the wall signs is less than would be allowed for the combination of wall and freestanding signs. • Menu Board. The drive through lane includes a menu board located 120 feet west of the service window and a pre-sale menu board. Section 11-73-7.G.11.c of the Zoning Ordinance allows two menu boards each with a maximum area of 50 square feet and maximum height of eight feet. The menu board is 30 square feet in area and just over 6 feet in height. The pre-sale menu board is 15.5 square feet and just over 6 feet in height. Both menu board signs comply with the Zoning Ordinance. • Trash/Recyclables. The site plan indicates an enclosure for trash and recycling containers at the northwest corner of the lot accessed from the counterclockwise drive aisle. The enclosure is to be constructed of brick and stone materials consistent with those used on the principal building with a solid gate. The enclosure complies with the requirements of Section 11-18-11.B of the Zoning Ordinance. Setbacks. The SBF PUD District requires a 30 foot setback for buildings and a 15 foot setback for parking from public rights-of-way. The location of the proposed building and parking area complies with the required setbacks from Pilot Knob Road and the private drive accessing the site. The parking area is setback 26.4 feet from Pilot Knob Road to accommodate a 25 foot reserve area to allow for expansion of the right-of-way as required by Dakota County and the building could continue to comply with required setbacks if the roadway is expanded. The parking stalls and drive aisles are also setback five feet from the north and south property lines as required by Section 11-73-3.G.3.b of the Zoning Ordinance. Park Dedication. Final platting the subject site requires satisfaction of park dedication requirements. The park dedication requirements will be met as a cash fee in lieu of land at $5,400 per acre for commercial uses in accordance with the SBF Master PUD Agreement. The subject site is 0.97 acres in area, which calculates as a park dedication cash fee of $5,238. Easements. Section 10-4-4 of the Subdivision Ordinance requires a 10 foot wide drainage and utility easement at the perimeter of all lots. The preliminary plat and final plat dedicate a 10 foot wide drainage and utility easement along the west lot line, five foot wide easements along the north and south lot lines, and a 25 foot drainage and utility easement along the east lot line of the subject site. Existing easements platted with SBFC 1st Addition will be vacated 5 concurrent with the approval of the final plat. All proposed easements are subject to review and approval of the City Engineer. Grading Plan. All grading, drainage, and erosion control issues are subject to review and approval of the City Engineer. Utility Plan. All utility issues are subject to review and approval of the City Engineer. Development Contract. The developer is required to enter into a development contract with the City for the public and private improvements, payment of applicable fees, and posting of required securities. The development agreement will be drafted by the City Attorney and the developer is required to execute the development agreement prior to City Council approval of the final plat. CONCLUSION The proposed PUD Development Stage Plan for Freddy’s Frozen Custard and Steakburgers and the applications for preliminary and final plat approval of Spirit of Brandtjen Farm Commercial 4th Addition is consistent with the SBF Land Use Plan and the requirements of the SBF PUD District, Zoning Ordinance, and Subdivision Ordinance. City staff and our office recommend approval of the applications subject to the following conditions: 1. The allowed hours of operation shall be 5:00AM to 11:00PM unless extended by approval of a PUD Development Stage Plan amendment. 2. The proposed building elevations shall be revised to increase the area of Grade A materials to not less than 65 percent of the total wall area as required by Section 11-17- 9.D.1 of the Zoning Ordinance. 3. The architectural site plan shall be revised to be consistent with the civil plan set, which complies with the requirements of the Zoning Ordinance. 4. All exterior lighting fixtures shall have a 90 degree horizontal cutoff and shall be limited to a height of 35 feet or less in compliance with Section 11-16-17 of the Zoning Ordinance. 5. An ingress/egress and sidewalk easement shall be recorded over the private drive. 6. The PUD Development Stage Plan approval shall allow for installation of wall signs on three elevations as shown on the submitted plans in lieu of any freestanding signs (not including menu boards) on the subject site. 7. The developer shall pay a park fee in lieu of land dedication of $5,238. 6 8. All easements are subject to review and approval of the City Engineer. 9. All grading, drainage, and erosion control plans are subject to review and approval of the City Engineer. 10. All utility plans are subject to review and approval of the City Engineer. 11. The developer shall execute a development agreement drafted by the City Attorney prior to City Council approval of the final plat. c. Justin Miller, City Administrator Alex Jordan, Senior Project Engineer John Hennen, Parks and Recreation Director Andrea McDowell Poehler, City Attorney EXHIBIT A (C.S.A.H. NO. 31)(C.S.A.H. NO. 46) 160TH STREET PILOT KNOB ROADLOT 1 BLOCK 1 Project Location Certification Sheet Title Summary Revision History Sheet No.Revision Project No. Date Submittal / RevisionNo.By Designed:Drawn: Approved: Book / Page: Phase: Initial Issued: Client STEAKBURGERS MINNESOTA, INC. SPIRIT OF BRANDTJEN FARM COMMERCIAL 4TH ADDITION LAKEVILLE, MN DL RMB 1257/42 03/30/2017 E 20710 1. The bearing system is based on the north line of Outlot A, SPIRIT OF BRANDTJEN FARM COMMERCIAL 1ST ADDITION having an assumed bearing North 89 degrees 53 minutes 13 seconds East 2. The vertical datum is based on NAVD88. The originating bench mark is VALLEY MN037, from the MnDOT Geodetic Database. BENCHMARK #1 Top nut of hydrant at northwest corner of Lot 1, Block 1 SPIRIT OF BRANDTJEN FARM COMMERCIAL 1ST ADDITION. Elev.=948.40 BENCHMARK #2 Top nut of hydrant at most easterly southeast corner of surveyed property. Elev.=944.42 3. A Gopher State One Call (GSOC) request was placed on 03/21/2017 for utility locates on this site and assigned GSOC Ticket No. 170800221. The surveyor makes no guarantees that the underground utilities shown hereon comprise all such utilities in the area, either in service or abandoned. Utility suppliers often do not respond to these requests in the field but may provide maps, plans, and drawings in lieu of physical location. Utility information shown hereon is a compilation of the provided map information and those visible utilities and marked utilities which were located during the survey field work. The surveyor further does not warrant that the underground utilities shown hereon are in the exact location as indicated, although they are located as accurately as possible from the available information. The surveyor has not physically located the underground utilities. Pursuant to MS 216.D contact Gopher State One Call at (651-454-0002) prior to any excavation. 4. Field work was completed on 03/14/2017. SANITARY SEWER STORM SEWER WATERMAIN UNDERGROUND ELECTRICGUARD POST UNDERGROUND TELEPHONE UNDERGROUND GAS BUILDING LINE CONCRETE CURB BITUMINOUS SURFACE CONCRETE SURFACE SIGN FOUND MONUMENT EASEMENT LINE SETBACK LINE RESTRICTED ACCESS SET MONUMENT MARKED LS 21729 SECTION LINE UNDERLYING / ADJACENT LOT TIE LINE BOUNDARY LINE TRANSFORMER GATE VALVE / HYDRANT SANITARY MANHOLE STORM MANHOLE STORM CATCH BASIN SPOT ELEVATION CONTOUR RIGHT-OF-WAY LINE 0 SCALE IN FEET 50 100 VICINITY MAP LEGEND SET MAG NAIL 160TH ST W PILOT KNOB RD150TH ST W CEDAR AVE S42 46 23 31 3 38 77 35E 35 SITE* Outlot A, SPIRIT OF BRANDTJEN FARM COMMERCIAL 1ST ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. EXCEPTING That part of said Outlot A described as follows: Beginning at the southwest corner of said Outlot A; thence on an assumed bearing of South 89 degrees 52 minutes 40 seconds East, along the south line of said Outlot A, a distance of 275.03 feet to the east line of said Outlot A; thence North 00 degrees 07 minutes 20 seconds East, along said east line and its northerly extension, a distance of 293.11 feet; thence North 89 degrees 52 minutes 40 seconds West a distance of 276.58 feet to the west line of said Outlot A; thence South 00 degrees 13 minutes 24 seconds East, along said west line, a distance of 246.27 feet; thence southerly 46.85 feet, along said west line, being a tangential curve, concave to the west, having a central angle of 00 degrees 31 minutes 35 seconds and a radius of 5100.00 feet to the point of beginning. Gross Acres:6.124 Net Developable Acres:6.124 Comprehensive Plan Land Use Designation:Commercial Existing Zoning:PUD - Planned Unit Development Gross Unit Density:0.163/Acre Net Unit Density:1.032/Acre Acres of Right of Way:0.000 Acres of Wetland:0.000 Acres of Outlot A:5.155 DESCRIPTION PROPERTY SUMMARY CONTACT INFORMATION Property Owner:Hy-Vee, Inc. 5820 Westown Parkway West Des Moines, IA 50266 Subdivider:Steakburgers Minnesota 261 School Avenue, Suite 240 Excelsior, MN 55331 952.440.2231 Designer/Surveyor:Sambatek 12800 Whitewater Dr, Suite 300 Minnetonka, MN 55343 763.476.6010 SURVEY NOTES Jun 07, 2017 - 12:03pm - User:dleimbach L:\PROJECTS\20710\CAD\Survey\20710-PPLAT.dwg 1/1 PRELIMINARY PLAT Registration No. I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LAND SURVEYOR under the laws of the State of Minnesota. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek's, Minnetonka, MN office. Date:21729 Rick M. Blom 06/07/2017 PROPOSED LOT LINE A 04/26/17 DL CITY COMMENTS B 04/27/17 DL ADD D&U EASEMENT C 06/02/17 DL CITY COMMENTS D 06/05/17 DL REVISE LOT 1 E 06/07/17 DL REVISE PLAT BOUNDARY EXHIBIT C LOT 1 BLOCK 1 DENOTES RESTRICTED ACCESS DEDICATED TO DAKOTA COUNTY PER PER THE DAKOTA COUNTY CONTIGOUS PLAT ORDINANCE. DENOTES 1/2 INCH IRON MONUMENT MARKED BY LICENSE NO. 12294 FOUND, UNLESS OTHERWISE INDICATED. DENOTES 1/2 INCH BY 18 INCH IRON MONUMENT MARKED BY LICENSE NO. 21729 SET. DENOTES MAG NAIL SET. 0 SCALE IN FEET 60 120 KNOW ALL PERSONS BY THESE PRESENTS: That Hy-Vee, Inc., an Iowa corporation, owner of the following described property situated in the County of Dakota, State of Minnesota: Outlot A, SPIRIT OF BRANDTJEN FARM COMMERCIAL 1ST ADDITION EXCEPTING That part of said Outlot A described as follows: Beginning at the southwest corner of said Outlot A; thence on an assumed bearing of South 89 degrees 52 minutes 40 seconds East, along the south line of said Outlot A, a distance of 275.03 feet to the east line of said Outlot A; thence North 00 degrees 07 minutes 20 seconds East, along said east line and its northerly extension, a distance of 293.11 feet; thence North 89 degrees 52 minutes 40 seconds West a distance of 276.58 feet to the west line of said Outlot A; thence South 00 degrees 13 minutes 24 seconds East, along said west line, a distance of 246.27 feet; thence southerly 46.85 feet, along said west line, being a tangential curve, concave to the west, having a central angle of 00 degrees 31 minutes 35 seconds and a radius of 5100.00 feet to the point of beginning. Has caused the same to be surveyed and platted as SPIRIT OF BRANDTJEN FARM COMMERCIAL 4TH ADDITION, and does hereby dedicate to the public for public use the drainage and utility easements as created herewith. In witness whereof said Hy-Vee, Inc., an Iowa corporation, has caused these presents to be signed by its proper officer this _______ day of _________________, 20___. Hy-Vee, Inc. By: as: STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of , 20 , by , as of Hy-Vee, Inc., an Iowa corporation, on behalf of the corporation. Notary Public, County, Minnesota Notary Printed Name My Commission Expires I Rick M. Blom do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.1, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 Rick M. Blom, Licensed Land Surveyor, Minnesota License No.21729 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of , 20 , by Rick M. Blom. Notary Public, County, Minnesota Notary Printed Name My Commission Expires LAKEVILLE CITY COUNCIL This plat was approved by the City of Lakeville, Minnesota this day of , 20 , and hereby certifies compliance with all requirements as set forth in Minnesota Statues, Section 505.03, Subd. 2. By: By: Mayor Clerk DAKOTA COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of , 20 . By: Todd B. Tollefson, Dakota County Surveyor COUNTY BOARD, DAKOTA COUNTY We do hereby certify that on the day of , 20 , the Board of Commissioners of Dakota County, Minnesota approved this plat of SPIRIT OF BRANDTJEN FARM COMMERCIAL 4TH ADDITION, and said plat is in compliance with the provisions of Minnesota Statutes, Section 503.03 Subd. 2 and pursuant to the Dakota County Contiguous Plat Ordinance. By: Attest: Chair, Dakota County Board ĂŬŽƚĂŽƵŶƚLJdƌĞĂƐƵƌĞƌʹƵĚŝƚŽƌ DAKOTA COUNTY PROPERTY TAXATION AND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 on the land hereinbefore described have been paid. Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this day of , 20 . By: Director, Department of Property Taxation and Records DAKOTA COUNTY RECORDER I hereby certify that this plat of SPIRIT OF BRANDTJEN FARM COMMERCIAL 4TH ADDITION was filed in the office of the County Recorder for public record on this day of , 20 , at o'clock .M., and was duly filed in Book of Plats, Page as Document Number . By: County Recorder SPIRIT OF BRANDTJEN FARM COMMERCIAL 4TH ADDITION ENGINEERING, PLANNING AND LAND SURVEYING SAMBATEK, INC. THE ORIENTATION OF THIS BEARING SYSTEM IS BASED UPON THE NORTH LINE OF OUTLOT A, SPIRIT OF BRANDTJEN FARM COMMERCIAL 1ST ADDITION HAVING E^^hDZ/E'K&EKZd,ϴϵΣϱϯΖϭϯΗ^d͘ EXHIBIT D SCALE IN FEET 0 4020 Jun 02, 2017 - 2:40pm - User:jbalzer L:\PROJECTS\20710\CAD\Civil\Sheets\20710-C3-SITE.dwg C3.01 SITE PLAN Project Location Certification Sheet Title Summary Revision History Sheet No.Revision Project No. Date Submittal / RevisionNo.By Designed:Drawn: Approved: Book / Page: Phase: Initial Issued: Client STEAKBURGERS MINNESOTA FREDDY'S FROZEN CUSTARD & STEAKBURGERS SPIRIT OF BRANDTJEN FARM COMMERCIAL 4TH ADDITION LAKEVILLE, MN JEB JEB BDB PRELIMINARY 04/26/2017 20710 Registration 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. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. Date:12345 Brady D. Busselman 04/26/2017PRELI MI N A RY 06/05/17 JEB CITY COMMENTS 1. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 2. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED. 3.KEdZdKZ^,>>Zs/tWsDEd'Z/EdEKE^dZhd͞'hddZKhd͟t,ZtdZ Z/E^tz&ZKDhZ͘>>Kd,ZZ^^,>>KE^dZhd^͞'hddZ/E͟hZ͘ COORDINATE WITH GRADING CONTRACTOR. 4. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 5. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 7. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS 8. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL AND FOR EXACT LOCATIONS OF LIGHT POLE. 9. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. 10. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08% (1:48). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR. 11. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. 12. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL SAWCUT LINE NUMBER OF PARKING STALLS PER ROW SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING HEAVY DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED KEY NOTE DEVELOPMENT SUMMARY DEVELOPMENT NOTES KEY NOTES WETLAND LIMITS TREELINE A. BUILDING, STOOPS, STAIRS SEE ARCHITECTURAL PLANS B. B-612 CONCRETE CURB AND GUTTER C. CONCRETE APRON D. FLAT CURB SECTION E. ACCESSIBLE RAMP F. TRANSFORMER G. STOP SIGN H. DO NOT ENTER SIGN I. VALLEY GUTTER J. SURMOUNTABLE CURB THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CONCRETE SIDEWALK AREA SITE AREA SETBACKS BUILDING FRONT YARD BUILDING REAR YARD BUILDING SIDE YARD PARKING STALLS ZONING EXISTING ZONING PROPOSED ZONING 42,234 SF 0.97 AC 30 FEET 10 FEET 10 FEET 44 STALLS PUD PUD GREEN SPACE SUMMARY AREA SITE AREA IMPERVIOUS GREEN SPACE GREEN SPACE PERCENTAGE OF SITE AREA 42,234 SF 0.97 AC 30,094 SF 12,140 SF 29% FUTURE IMPROVEMENTS BY OTHERS EXHIBIT E SCALE IN FEET04020 Jun 02, 2017 - 2:40pm - User:jbalzer L:\PROJECTS\20710\CAD\Civil\Sheets\20710-C4-GRDE.dwgC4.01GRADING PLANProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved: Book / Page:Phase: Initial Issued:ClientSTEAKBURGERSMINNESOTAFREDDY'SFROZENCUSTARD &STEAKBURGERSSPIRIT OFBRANDTJEN FARMCOMMERCIAL4TH ADDITIONLAKEVILLE, MNJEBJEBBDBPRELIMINARY04/26/201720710Registration No.I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Date:12345Brady D. Busselman04/26/2017PRE L IM INAR Y06/05/17 JEB CITY COMMENTS1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE.2.KEdZdKZ^,>>Zs/tWsDEd'Z/EdEKE^dZhd͞'hddZKhd͟t,ZtdZZ/E^tz&ZKDhZ͘>>Kd,ZZ^^,>>KE^dZhd^͞'hddZ/E͟hZ͘3. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSSSLOPE OF 2.08% (1:48). MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). CONTRACTOR SHALL REVIEW AND VERIFYTHE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS ADISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING CONTRACTOR.4. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT.CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.5. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FORCONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY ANDNOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCEIS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE.6. CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BECOMPLETED BY THE OWNER'S SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILSENGINEER.A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY:COMPANY:ADDRESS:PHONE:DATED:CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT.7. CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION.8. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL SHALL BE PERFORMED ON THE STREET AND PARKING AREA SUBGRADE. CONTRACTOR SHALL PROVIDE A LOADEDTANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS ASDIRECTED BY THE SOILS ENGINEER. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER.9. REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THESITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER.10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATEMINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.11. EXISTING TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONSAND SHALL BE A RESTRICTED AREA. CONTRACTOR SHALL PROTECT TREES TO REMAIN AT ALL TIMES. EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREESAND EXTREME CAUTION SHALL BE EXERCISED WHEN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATIONOF THE CONTRACTOR'S EQUIPMENT, CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OFOPERATION. SHOULD CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BEPROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMINGSERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE.11.a. RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE DESIGNATED CONSTRUCTION ZONE. ALL VEGETATION WITHIN THE RESTRICTEDAREAS SHALL REMAIN.11.b. CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE CONSTRUCTION MAY BERESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER.11.c. ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND OTHER MATERIAL STOCKPILING,Yh/WDEdKZD,/EZz^dKZ'͕Z/s/E'K&Ezs,/>͕><'KZ^W/>>'K&Ez͞t^,Khd͟KZKd,ZdKy/DdZ/>͘d,K>>d/KEK&Kd,ZDEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON-SITE BY THE ENGINEER.11.d. ALL RESTRICTED AREAS SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AS SHOWN ON THE TREE PROTECTION DETAIL.AT NO TIME SHALL THIS FENCING BE REMOVED OR ACTIVITY OF ANY KIND TAKE PLACE WITHIN IT. FINAL PLACEMENT OF ALL PROTECTIVE FENCING SHALL BE COMPLETEBEFORE ANY WORK COMMENCES ON-SITE.11.e. BEFORE COMMENCING WITH ANY EXCAVATION CONTRACTOR SHALL COMPLETE ALL PREPARATORY WORK REGARDING TREE REMOVAL, ROOT PRUNING, TREE PRUNINGAND STUMP REMOVAL TO THE SATISFACTION OF THE OWNER.11.f. PREPARATORY WORK SHALL INCLUDE THE FOLLOWING AND SHALL BE COMPLETED UNDER THE DIRECT SUPERVISION OF THE OWNER'S REPRESENTATIVE:11.f.a. TREE REMOVAL: CONTRACTOR SHALL FELL THE TREES. AT NO TIME SHALL TREES BE BULLDOZED OUT, BUT SHALL BE CUT DOWN AND STUMPS REMOVED SEPARATELY.PRIOR TO THE FELLING OF ALL TREES, PROPER REMOVAL OF A PORTION OR ALL OF THE CANOPY SHALL BE COMPLETED SO THAT TREES IN THE RESTRICTED AREASSHALL NOT BE INJURED IN THE PROCESS.11.f.b. ROOT PRUNING: BEFORE ANY STUMPS ARE TO BE REMOVED, ALL ROOTS SHALL BE SEVERED FROM ROOTS IN THE RESTRICTED AREAS BY SAW CUTTING WITH AVERMEER DESIGNED FOR ROOT PRUNING, BY HAND, OR WITH A CHAINSAW. TREE ROOTS PROJECTING INTO THE CONSTRUCTION ZONE SHALL BE EXPOSED PRIOR TOROOT PRUNING WITH SMALL MACHINERY, I.E..., BOBCAT.11.f.c. STUMP REMOVAL: AT SUCH TIME THAT ROOTS HAVE BEEN PROPERLY SEVERED, STUMPS MAY BE REMOVED. WHERE REMOVAL OF CERTAIN STUMPS COULD CAUSEDAMAGE TO EXISTING PROTECTED TREES, TREE STUMPS SHALL BE GROUND OUT. ALL STUMP REMOVAL SHALL BE UNDER THE DIRECT SUPERVISION OF THE OWNER'SREPRESENTATIVE.11.f.d. TREE PRUNING: PROPER PRUNING OF TREES IN THE RESTRICTED ZONE SHALL BE DIRECTED BY AND SUPERVISION AT ALL TIMES BY THE OWNER'S REPRESENTATIVE.11.g. AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD.11.h. MULCH RATHER THAN SEED OR SOD WILL BE USED AT THE BASE OF QUALITY TREES TO A PERIMETER DETERMINED BY THE OWNER'S REPRESENTATIVE. AREAS TO BESEEDED FOR EROSION CONTROL PURPOSES WITHIN THE CONSTRUCTION ZONE ARE TO BE DETERMINED BY THE OWNER'S REPRESENTATIVE. NATURAL GROUND COVERWILL BE MAINTAINED WHEREVER POSSIBLE.11.i. THE USE OF RETAINING WALLS NEAR TREES, IN ADDITION TO THOSE REQUIRED ON THE PLANS SHALL BE DETERMINED IN THE FIELD, BASED ON TREE LOCATIONS ANDTOPOGRAPHY.12. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. CONTRACTOR SHALL SALVAGE ENOUGHTOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKINGAREAS. CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BEESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.13.dZE,KZZKtKE^dZhd/KE͗/&>>Ktzd,KtEZ͕KEdZdKZ^,>>KDW>d͞dZE,KZZKt͟ysd/KE/EZ^/Zdzd,E'/EZ/EORDER TO OBTAIN STRUCTURAL MATERIAL. TREES SHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THEEXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1FOOT HORIZONTAL TO 1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BEBACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD ASOUTLINED IN MN/DOT SPECIFICATION 2105.3F2. SNOW FENCE SHALL BE FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA WHERE THE SLOPESEXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1).14. FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE ASMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTSAND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALLAREAS THAT HAVE BECOME RUTTED, ERODED OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TOEQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.15. TOLERANCES15.a. THE RESIDENTIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBEDELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.15.b. THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBEDELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.15.c. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBEDELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.15.d. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THEENGINEER.15.e. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.16. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO ANAREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.17. CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAULZK^KEZK^/KEE^/DEdKEdZK>͞^/dDW͘͟KEdZdKZ^,>>KDW>zt/d,d,ZYh/ZDEd^K&d,'KsZE/E'hd,KZ/dzK&,ZKtz͘CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY.18. DISTURBED AREAS WITHIN WETLAND MITIGATION SITE AND ANY DISTURBED AREAS WITHIN THE WETLAND SHALL BE RESTORED WITH 6 TO 12 INCHES OF ORGANIC SOILS,PREFERABLY SOILS THAT WERE PREVIOUSLY REMOVED FROM WETLAND AREAS. SEEDING IN THE WETLAND MITIGATION AREAS ABOVE THE NORMAL WATER LEVEL SHALL BE MNSTATE SEED MIX 34-271, WET MEADOW SOUTH AND WEST, OR APPROVED EQUAL. FOR STATE SEED MIXES, OATS AND WINTER WHEAT SHOULD BE SELECTED BASED ON THE TIMEK&zZd,dd,D/y/^/E'h^͘Kd^^,Kh>/E>h/ED/y^/&/E'h^dtEKdKZϭϱd,Eh'h^dϭ^d͘t/EdZt,d^,Kh>h^dtEh'h^dϭ^dEKdKZϭϱd,͘d,^/E'Zd/^d,^D&KZKd^Et/EdZt,d͘D/yϯϰͲϮϳϭ^,Kh>WW>/dϭϮWKhE^WZZ͘^SHALL BE WATERED UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED.19. FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES AND DATA SHEET 79G.20. RETAINING WALL(S) SHALL BE CONSTRUCTED OF _________________ (MODULAR BLOCK, TREATED TIMBER, BOULDER, ETC.) MATERIAL. CONTRACTOR SHALL SUBMIT TO THEENGINEER AND LOCAL AUTHORITY CERTIFIED ENGINEERING DRAWINGS, DESIGN CALCULATIONS AND SOIL BORINGS. THE CERTIFIED ENGINEER FOR THE RETAINING WALL(S)SHALL PROVIDE CONSTRUCTION OBSERVATIONS OF THE RETAINING WALL IMPROVEMENT, AND A LETTER CERTIFYING THE INSTALLATION OF THE WALL(S) WAS CONSTRUCTED INCONFORMANCE WITH THE PLANS AND SPECIFICATIONS.902.5X902SPOT ELEVATIONCONTOURRIP RAPOVERFLOW ELEV.CURB & GUTTERBUILDINGRETAINING WALLPROPERTY LIMITEXISTINGPROPOSEDLEGENDWETLAND LIMITSTREELINESTORM SEWERSOIL BORINGSGRADING NOTESDRAINTILEEOF902.5DTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.FUTURE IMPROVEMENTSBY OTHERSEXHIBIT F SCALE IN FEET04020 Jun 02, 2017 - 2:41pm - User:jbalzer L:\PROJECTS\20710\CAD\Civil\Sheets\20710-C6-UTIL.dwgC6.01UTILITY PLANProjectLocationCertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.DateSubmittal / RevisionNo.ByDesigned:Drawn:Approved: Book / Page:Phase: Initial Issued:ClientSTEAKBURGERSMINNESOTAFREDDY'SFROZENCUSTARD &STEAKBURGERSSPIRIT OFBRANDTJEN FARMCOMMERCIAL4TH ADDITIONLAKEVILLE, MNJEBJEBBDBPRELIMINARY04/26/201720710Registration No.I hereby certify that this plan, specification orreport was prepared by me or under my directsupervision and that I am a duly licensedprofessional ENGINEER under the laws of the stateof Minnesota.If applicable, contact us for a wet signed copy of thisplan which is available upon request at Sambatek's,Minnetonka, MN office.Date:12345Brady D. Busselman04/26/2017PRE L IM INAR Y06/05/17 JEB CITY COMMENTSTELEPHONEELECTRICGAS LINEFORCEMAIN (SAN.)EASEMENTWATERMAINSANITARY SEWEREXISTINGPROPOSEDSTORM SEWERCURB & GUTTERDRAINTILEDSSSLSLEGENDUTILITY CONSTRUCTION NOTESTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BYHIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE,INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSEDIMPROVEMENTS SHOWN ON THE PLANS.1. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE"STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESESPECIFICATIONS.1.1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY REQUIREMENTS.1.2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TOOR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THECITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OFSERVICE TO THE PUBLIC ARE THE LIABILITY OF CONTRACTOR.1.3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES AND HORIZONTAL SEPARATION OF 10-FEETBETWEEN OUTSIDE PIPE DIAMETERS IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN(BUILDING, STORM AND SANITARY) CROSSINGS.2. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN.2.1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY.2.2. ALL SANITARY SEWER TO BE PVC SDR-35, UNLESS NOTED OTHERWISE.2.2.1. ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TOASTM D2665.2.3. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, UNLESS NOTED OTHERWISE.2.3.1. ALL WATERMAIN TO HAVE 7.5-FEET OF COVER OVER TOP OF WATERMAIN.2.3.2. PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAINJOINTS PER CITY STANDARDS.2.4. ALL STORM SEWER PIPE TO BE SMOOTH INTERIOR DUAL WALL HDPE PIPE WITH WATER TIGHTGASKETS, UNLESS NOTED OTHERWISE.2.4.1. ALL STORM SEWER PIPE FOR ROOF DRAIN SERVICES TO BUILDING SHALL BE PVC SCH 40CONFORMING TO ASTM D2665.2.5. RIP RAP SHALL BE Mn/DOT CLASS 3.3. COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITHMECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION.4. ALL BUILDING SERVICE CONNECTIONS (STORM, SANITARY, WATER) WITH FIVE FEET OR LESS COVER ARETO BE INSULATED FROM BUILDING TO POINT WHERE 5-FEET OF COVER IS ACHIEVED.5. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENTPROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELDSOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THECONSTRUCTION PHASES OF THIS PROJECT.6. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTIONPRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THEJOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK.THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OFCONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OFCONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE.7. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTIONSHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACEDBENEATH THE SOD.8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICESSUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THEMOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TOAPPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS.9. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THEPURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THESOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OFTHE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILSTESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER.A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY:COMPANY: ___________________________________________ADDRESS: ____________________________________________PHONE: _______________________________________________DATED: _______________________________________________CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT.10. CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASINSTRUCTURES TO SAMBATEK. CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWINGREVIEW.11. CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOREACH STORM SEWER STRUCTURE.FUTURE IMPROVEMENTSBY OTHERSEXHIBT G TREES CODE BOTANICAL NAME / COMMON NAME CONT CAL QTY AA Acer saccharum `Apollo` TM / Apollo Sugar Maple B & B 2.5"Cal 2 HL Gleditsia triacanthos `Skyline` / Skyline Honey Locust B & B 2.5"Cal 3 SO Quercus bicolor / Swamp White Oak B & B 2.5"Cal 2 PE Ulmus americana `Princeton` / American Elm B & B 2.5"Cal 3 ORN. TREES CODE BOTANICAL NAME / COMMON NAME CONT CAL QTY SB Amelanchier canadensis `Autumn Brilliance` / Autumn Brilliance Serviceberry B & B 2"Cal 6 IL Syringa reticulata `Ivory Silk` / Ivory Silk Japanese Tree Lilac B & B 2"Cal 3 SHRUBS CODE BOTANICAL NAME / COMMON NAME CONT QTY AI Aronia melanocarpa `Iroquois Beauty` TM / Black Chokeberry 5 gal 16 BH Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal 32 LH Hydrangea paniculata `Jane` / Little Lime Hydrangea 5 gal 22 AJ Juniperus horizontalis `Compacta` / Andorra Compact Juniper 5 gal 10 PA Potentilla fruticosa `Absaraka` / Dakota Goldrush Potentilla 5 gal 8 LB Syringa x `Bloomerang` / Lilac 5 gal 9 GRASSES CODE BOTANICAL NAME / COMMON NAME CONT QTY KFG Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 1 gal 79 PERENNIALS CODE BOTANICAL NAME / COMMON NAME CONT QTY LRS Perovskia atriplicifolia `Little Spire` TM / Little Spire Russian Sage 1 gal 32 BES Rudbeckia fulgida `Goldstrum` / Black Eyed Susan 1 gal 79 AFS Sedum x `Autumn Fire` / Autumn Fire Sedum 1 gal 46 GROUND COVERS BOTANICAL NAME / COMMON NAME QTY Turf Sod Highland Sod / Sod 2,132 sf PLANT SCHEDULE SCALE IN FEET 0 4020 Project Location Certification Sheet Title Summary Revision History Sheet No.Revision Project No. Date Submittal / RevisionNo.By Designed:Drawn: Approved: Book / Page: Phase: Initial Issued: Client STEAKBURGERS MINNESOTA FREDDY'S FROZEN CUSTARD & STEAKBURGERS SPIRIT OF BRANDTJEN FARM COMMERCIAL 4TH ADDITION LAKEVILLE, MN JEB JEB BDB PRELIMINARY 04/26/2017 20710 PRELI MI N A RY 06/05/17 JEB CITY COMMENTS Jun 02, 2017 - 2:42pm - User:jbalzer L:\PROJECTS\20710\CAD\Civil\Sheets\20710-L1-LAND.dwg L1.01 LANDSCAPE PLAN Registration No. I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek, Minnetonka, MN office. Date:53234 Joshua J. McKinney MM/DD/YYYY EXHIBIT H EXHIBIT K EXHIBIT L City of Lakeville Public Works – Engineering Division Memorandum To: Daryl Morey, Planning Director From: Alex Jordan, Senior Project Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Dave Olson, Community and Economic Development Director Date: June 22, 2017 Subject: Spirit of Brandtjen Farm Commercial 4th Addition • Preliminary and Final Plat Review • Grading and Erosion Control Plan Review • Utility Plan Review • Site Plan Review • Easement Vacation BBAACCKKGGRROOUUNNDD Steakburgers Minnesota, Inc. has submitted a preliminary and final plat named Spirit of Brandtjen Farm Commercial 4th Addition and site plans to construct a Freddy’s Frozen Custard restaurant on Lot 1, Block 1. The proposed development is located south of and adjacent to 160th Street (CSAH 46), north of 162nd Street, east of and adjacent to Pilot Knob Road (CSAH 31), and west of Elmhurst Lane. The parent parcel consists of a portion of Outlot A, Spirit of Brandtjen Farm Commercial 1st Addition. The development is zoned PUD, Planned Unit Development. The preliminary and final plats consist of one lot within one block and one outlot on 6.12 acres. SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 44TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 2222,, 22001177 PPAAGGEE 22 OOFF 77 The proposed development and site plan will be completed by: Developer: Steakburges Minnesota, Inc. Engineer/Surveyor: Sambatek SSIITTEE CCOONNDDIITTIIOONNSS The Spirit of Brandtjen Farm Commercial 4th Addition site consists of 6.12 acres of undeveloped land. The property generally slopes west to east. A private drive borders the south plat boundary. There are no wetlands or trees on the property. EEAASSEEMMEENNTTSS The parent parcel contains existing public Drainage and Utility Easements dedicated with the Spirit of Brandtjen Farm Commercial 1st Addition plat, which will be vacated with the final plat. The Drainage and Utility Easement will be re-dedicated with the final plat over the area containing existing public utilities located on the parent parcel. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Pilot Knob Road (CSAH 31) Spirit of Brandtjen Farm Commercial 4th Addition is located east of and adjacent to Pilot Knob Road, a minor arterial County roadway. Pilot Knob Road is constructed as a four-lane divided roadway with ten-foot bituminous trails along both sides of the roadway adjacent to the site. The current Dakota County Plat Review Needs Map dated April 16, 2013 designated Pilot Knob Road as a future six-lane divided roadway with a half right-of-way requirement of 100-feet adjacent to the plat. The Dakota County Plat Commission reviewed the plat at its June 12, 2017 meeting and recommended the development for approval. 160th Street (CSAH 46) Spirit of Brandtjen Farm Commercial 4th Addition is located south of and adjacent to 160th Street, a minor arterial County roadway. 160th Street is constructed as a four-lane divided roadway with ten-foot bituminous trails along both sides of the roadway adjacent to the site. The current Dakota County Plat Review Needs Map dated April 16, 2013 designated 160th Street as a future six-lane divided roadway with a half right-of-way requirement of 100-feet adjacent to the plat. The Dakota County Plat Commission reviewed the plat at its June 12, 2017 meeting and recommended the development for approval. SSIITTEE PPLLAANN RREEVVIIEEWW Spirit of Brandtjen Farm Commercial 4th Addition includes the construction of a 3,010 square- foot Freddy’s Frozen Custard restaurant on Lot 1, Block 1. The site plan includes a drive-thru aisle providing access for the building with adequate stacking to maintain proper site circulation. SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 44TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 2222,, 22001177 PPAAGGEE 33 OOFF 77 Access to the site will be provided by extending an existing private roadway along the east side of Lot 1, Block 1. Two driveways are proposed to connect to the proposed private roadway (one in and one out). A private cross access easement and maintenance agreement is memorialized on the parent parcel in the location of the proposed shared roadway and utilities along the east side of Lot 1, Block 1. The parking lot is adequately sized to allow truck circulation into and out of the site, and will provide capacity to meet the requirements of the City’s Zoning Ordinance. The landscaping plan provides for several types of trees and shrubs in landscaped areas around the building and parking lot. Landscaping areas around the building will be sodded. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility and site construction shall be from the private access drive in the location of the private roadway extension. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS Development of Spirit of Brandtjen Farm Commercial 4th Addition includes the construction of private sidewalks. Private sidewalks will be installed along the west side of the proposed private roadway and extend to the proposed building patio area. The Park Dedication fee has not been collected on the parent parcel and will be satisfied through a cash contribution with the final plat. The Park Dedication fee for commercial areas in Spirit of Brandtjen Farm is $5,400.00 per acre, consistent with the Spirit of Brandtjen Farm Master PUD Agreement. 0.97 acres x $5,400/acre = $5,238.00 Area of Lot 1, Block 1 Park Dedication Charge Required Park Dedication The Park Dedication fee for Outlot A will be required at the time it is final platted into lots and blocks. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Spirit of Brandtjen Farm Commercial 4th Addition is located within subdistrict NC-20060 of the North Creek sanitary sewer district, as identified in the City’s Comprehensive Sewer Plan. Wastewater will be conveyed to the MCES Farmington Interceptor and continue to the Empire Wastewater Treatment Facility. The downstream facilities have sufficient capacity to serve the proposed commercial development. SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 44TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 2222,, 22001177 PPAAGGEE 44 OOFF 77 The Developer shall extend and construct public sanitary sewer from an existing stub along the proposed private roadway to the north plat boundary. A private sanitary sewer service will be extended from the public main to provide sanitary sewer service to the development. The Developer shall also extend a private sewer service to Outlot A, east of the proposed private roadway for the future development. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and shall be collected with the Building Permit Application. The Sanitary Sewer Availability Charge will be calculated at the rate in effect at the time of approval of the Building Permit Application, as determined by the City’s Building Official. WWAATTEERRMMAAIINN Development of Spirit of Brandtjen Farm Commercial 4th Addition includes the extension of an existing private watermain to provide water service to the development. The Developer shall extend 6-inch private watermain within the private roadway, and to the north and east of the private roadway, to provide service for the future development of Outlot A. Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City staff with the final construction plans submitted with the building permit application. A cross access easement and maintenance agreement is memorialized on the parent parcel for the private utilities extending across multiple properties. OOVVEERRHHEEAADD LLIINNEESS There are no overhead utilities located adjacent to or within the parent parcel. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Spirit of Brandtjen Farm Commercial 4th Addition is located within subdistrict NC-9C of the North Creek Stormwater District as identified in the City’s Water Resources Management Plan. Stormwater runoff generated from the Spirit of Brandtjen Farm Commercial 4th Addition development will be conveyed via a proposed private storm sewer system within the private roadway along the east side of the property. The storm sewer will be constructed within an existing private utility easement. The Developer will extend private storm sewer stubs to the north and east to provide for the future development of Outlot A. The stormwater management requirements for the parent parcel were satisfied through stormwater management basins constructed with Spirit of Brandtjen Farm Commercial 2nd Addition. The final grading plan must indicate any proposed borrow areas in which the building footings will be placed on fill material. The grading specifications must indicate that all embankments meet FHA/HUD 79G specifications. A final certificate of occupancy shall not be SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 44TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 2222,, 22001177 PPAAGGEE 55 OOFF 77 issued until an as-built certified grading plan has been submitted and approved by the City Engineer. Spirit of Brandtjen Farm Commercial 4th Addition does not contain more than one acre of site disturbance, however because the project is part of a common development a National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency. SSTTOORRMM SSEEWWEERR The development of Spirit of Brandtjen Farm Commercial 4th Addition includes the construction of a private storm sewer system. The privately-owned and maintained storm sewer will be located within Lot 1, Block 1 and will collect and convey stormwater runoff generated from within the development to the private storm sewer system located within the private access street south of the development. A private cross access and maintenance agreement is memorialized on the parent parcel for the private utilities extending across multiple properties. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and must be paid with the final plat. The Trunk Storm Sewer Area Charge for Lot 1, Block 1 is calculated as follows: 42,234.00 s.f. x $0.250/s.f. = $10,558.50 Area of Lot 1, Block 1 Commercial Area Charge Total Trunk Storm Sewer Area Charge The Trunk Storm Sewer Area Charge for Outlot A will be required at the time it is final platted into lots and blocks. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. FEMA FLOODPLAIN ANALYSIS Spirit of Brandtjen Farm Commercial 4th Addition is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WWEETTLLAANNDDSS There are no existing wetlands on the site. SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 44TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 2222,, 22001177 PPAAGGEE 66 OOFF 77 TTRREEEE PPRREESSEERRVVAATTIIOONN No significant trees are located on the property. EERROOSSIIOONN CCOONNTTRROOLL The Developer is responsible for obtaining a MPCA Construction Permit for the site as well as developing and maintaining the SWPPP throughout construction phase. The permit requires that all erosion and sediment BMPS must be clearly outlined in a site’s SWPPP. Changes made throughout construction should be documented in the SWPPP. Additional erosion control measures may be required during construction as deemed necessary by City staff or the Dakota County Soil and Water District. Any additional measures required shall be installed and maintained by the Developer. SECURITIES The Developer shall provide a Letter of Credit as security for the Developer-installed improvements relating to Spirit of Brandtjen Farm Commercial 4th Addition. CONSTRUCTION COSTS Sanitary Sewer Grading, Erosion Control, and Restoration $ 9,335.00 10,000.00 SUBTOTAL - CONSTRUCTION COSTS $ 19,335.00 OTHER COSTS Developer’s Design (3.0%) $ 1,800.00 Developer’s Construction Survey (2.5%) 1,500.00 City’s Legal Expense (0.5%) 300.00 City Construction Observation (5.0%) 3,000.00 Developer’s Record Drawing (0.5%) 300.00 Landscaping 30,000.00 Lot Corners/Iron Monuments 200.00 SUBTOTAL - OTHER COSTS $37,100.00 TOTAL PROJECT SECURITY $ 56,435.00 The Developer shall post a security to ensure the final placement of iron monuments at property corners with the final plat. The security is $100.00 per lot and outlot for a total of $200.00. The City shall hold this security until the Developer’s Land Surveyor certifies that all irons have been placed following site grading, street and utility construction. SSPPIIRRIITT OOFF BBRRAANNDDTTJJEENN FFAARRMM CCOOMMMMEERRCCIIAALL 44TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 2222,, 22001177 PPAAGGEE 77 OOFF 77 CCAASSHH FFEEEESS A cash fee for one-year of the Environmental Resources Fee shall be paid at the time of final plat approval and is calculated as follows: 0.97 acres x 4.20 x $9.30/unit/qtr. x 4 qtrs. = $151.55 Lot 1, Block 1 Spirit of Brandtjen Farm Commercial 4th Addition Commercial/Industrial Residential Equivalent Utility Factor Environmental Resources Fee Total A cash fee for the preparation of record construction drawings and for upgrading the City base map shall be paid at the time of final plat approval and is calculated as follows: 2 units x $90.00/unit = $180.00 Lots/Outlots City Base Map Updating Fee Total The Developer shall submit the final plat and construction drawings in an electronic format. The electronic format shall be in either .dwg (AutoCAD) or .dxf format. The Developer shall also pay a cash fee for City Engineering Administration. The fee for City Engineering Administration will be based on three percent (3.00%) of the estimated construction cost, or $580.05. CASH REQUIREMENTS Sanitary Sewer Availability Charge to be paid with building permit Park Dedication Fee $ 5,238.00 Trunk Storm Sewer Area Charge 10,558.50 Environmental Resources Fee 151.55 City Base Map Updating Fee 180.00 City Engineering Administration (3.00%) 580.05.00 TOTAL - CASH REQUIREMENTS $ 16,708.10 RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the Spirit of Brandtjen Farm Commercial 4th Addition preliminary and final plat, grading and erosion control plan and utility plan subject to the requirements and stipulations within this report.