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HomeMy WebLinkAboutITEM 51 City of Lakeville Planning Department Memorandum To : Planning Commission From: Kris Jenson, Associate Planner Date: June 13, 2019 Subject: Packet Material for the June 20, 2019 Planning Commission Meeting Agenda Item: Consideration of the following: 1. Preliminary and final plat and PUD development stage plans of two lots to be known as Timbercrest at Lakeville 8th Addition. 2. Vacation of public drainage and utility easements Application Action Deadline: September 3, 2019 INTRODUCTION Representatives of Panera Bread have submitted applications for a preliminary and final plat of two lots, PUD development stage plans, and vacation of public drainage and utility easements to allow the development of a Panera Bread restaurant north of 185th Street (CSAH 60) and west of Kenrick Avenue within the Timbercrest at Lakeville commercial development. This is a replat of Lot 2, Block 1, Timbercrest at Lakeville. The plans have been reviewed by Planning Department staff, Engineering Division staff and the Dakota County Plat Commission. EXHIBITS A. Aerial Photo B. Zoning Map C. Certificate of Survey D. Preliminary Plat 2 E. Final Plat F. Existing Conditions G. Site Plan H. Grading and Erosion Control Plan I. Utility Plan J. Landscape Plan K. Lighting Plan L. Floor Plan M. Color Exterior Elevations Plans (3 Pages) N. Easement Vacation plan PLANNING ANALYSIS PRELIMINARY AND FINAL PLAT Existing Conditions. The subject parcel is 2.94 acres in area and was platted as Lot 2, Block 1, Timbercrest at Lakeville in 2001. The parcel was previously graded and contains no structures other than a retaining wall. Comprehensive Plan. The subject property is located in Planning District 1 of both the current 2030 Comprehensive Plan and the proposed 2040 Comprehensive Plan. The property is guided for commercial development in both plans. The proposed convenience restaurant is consistent with the commercial use designation of the property. Zoning. The property is zoned PUD, Planned Unit Development. The underlying zoning and performance standards are consistent with C-3, General Commercial District zoning. Convenience restaurants are allowed by conditional use permit in the C-3 District. Surrounding Land Uses and Zoning North – Target store and parking lot (PUD District) South – 185th Street (CSAH 60) East – Kenrick Avenue (ROW), Citizen’s Bank (PUD District) West – Interstate 35 (ROW) MUSA. The proposed preliminary and final plat of Timbercrest at Lakeville 8th Addition is within the current MUSA (Metropolitan Urban Service Area) and can be served with City sanitary sewer and water. Premature Subdivision Criteria. A preliminary and/or final plat may be deemed premature if any of the criteria listed in Chapter 10-2-4-1 of the Subdivision Ordinance apply. Staff has determined that this is not a premature subdivision. Lot Requirements. Lots within the C-3 District must have a minimum area of 20,000 square feet and 100 feet of lot width as measured at the front setback line. The overall lot size of Lot 1 is 1.49 acres (64,904 square feet) and Lot 2 is 1.45 acres (63,162 square 3 feet). The lot width at the front (north) setback line for each lot exceeds 200 feet. The preliminary and final plats exceed the requirements for lot area and lot width. Grading and Utilities. Grading, drainage, erosion control and utility plans have been submitted to the Engineering Division for review. All grading, drainage and erosion control items must be completed as outlined in the attached June 13, 2019 engineering report. Final Plat. Section 10-4-4.A of the Subdivision Ordinance requires that easements for drainage and utilities at least five feet wide along all abutting side lot lines be provided. The final plat must be modified to add a five foot wide drainage and utility easement along the west property line of Lot 2. SITE ANALYSIS Use. Development of a convenience food use is subject to the same requirements as those within the C-3, General Commercial District. 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 has not indicated that extended hours beyond those allowed by the Zoning Ordinance are required. A change to extend the hours of operation in the future would require application for a PUD Development Stage Plan amendment. Building Design. Architectural plans have been submitted in conjunction with the preliminary/final plat plans. The proposed building incorporates face brick, glass, 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 the use of three “Grade A” materials for at least 65% of the total area of the building exterior. This section of the Zoning Ordinance was recently amended to permit masonry veneer to be used for principal buildings with a gross floor area of less than 10,000 square feet to satisfy the Grade A material requirements of the exterior materials section. The Panera Restaurant is proposed to be 4,294 square feet, thus permitting masonry veneer as a Grade A material. The applicant has clarified that the thin brick shown on the exterior materials plan is adhered at the manufacturing plant, with panels being delivered to the site for installation. 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. The amount of Grade A materials used for the total wall area meets the minimum requirements of the Zoning Ordinance. 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 57.85 percent of the site is greenspace. The site plan complies with the greenspace requirements of the Zoning Ordinance for convenience food uses. 4 Landscape Plan. The landscape plan provides overstory trees on the north and south sides of the property, with evergreen trees on the west side of the property below the exiting retaining wall. Deciduous and evergreen shrubs and perennials are proposed around the building foundation and within parking areas. The sizes of the proposed plantings comply with Section 11-21-9.C of the Zoning Ordinance. Exterior Lighting. The developer has submitted a photometric plan for the proposed exterior lighting. The light levels shown do not exceed the 115 foot-candle limit established by the Zoning Ordinance. The plan must be expanded to show light levels to the south and west to verify that light levels do not exceed one foot-candle at the property line adjacent to public ROW. The photometric plan indicates that light fixtures are proposed to be 20 feet in height, below the maximum height of 35 feet established by Section 11-16-17.C of the Zoning Ordinance. Drive-Through. A drive-through window is shown on the south side of the building, with the drive lane approaching from the west. The access lane is separated from off- street parking for the restaurant and provides 140 feet of stacking space from the service window. Panera provided the following narrative to support their request for stacking that does not meet the minimum 180 feet as required by Section 11-73-7.G.7.a “The Panera Bread current business structure includes patron options for dining-in, carryout, drive-thru, Rapid Pick Up (from online or mobile orders) and delivery. Due to the diversity of options available to the customers, and standard operation as primarily a sit-down bakery café, Panera does not have the same demand for a drive thru lane and window as typical fast food users.” The site also includes three parking spaces south of the building that are to be signed as reserved parking for customers coming to pick up online or mobile orders. Access. The subject site is access via a shared private drive which extends from Kenrick Avenue and also serves SuperTarget. A cross access and parking easement for the private drive has been recorded. Off-street Parking. Convenience food uses have a parking requirement of one stall per 70 square feet of floor area. Based on the building size of 4,294 square feet (minus 10% floor area as allowed by the Zoning Ordinance), 55 parking spaces are required. The site plan provides 45 parking spaces and the remaining 10 spaces will be provided by the shared cross access and parking agreement with Target Corporation. This allows Panera to utilize spaces located on the north side of the private access drive. These spaces are within the SuperTarget parking lot, but rarely used, given the distance from SuperTarget’s front entrance. The off-street parking stalls meet Zoning Ordinance requirements for size. Upon the development of Lot 2, access and parking will be shared between the two parcels. A shared access and parking agreement shall be recorded in conjunction with the Timbercrest at Lakeville 8th Addition final plat between Lots 1 and 2, Block 1. 5 Loading. Access has been provided around the entire building to allow delivery vehicles to park at the rear of the restaurant for unloading. This access is within the south parking lot. Signs. Building elevation plans show two wall signs proposed for the building. The lot has frontage along two public streets, thus allowing two wall signs. The wall signs shown on the elevation plans have not been reviewed for size and will be required to have a sign permit issued prior to installation. At this time, a free-standing sign location is not shown. If a permit is submitted for a free-standing sign, it will be subject to the Timbercrest at Lakeville Architectural standards that were approved with the original Timbercrest at Lakeville plat. Menu Board. A menu board is shown on the site plan along the west side of the building. A sign permit must be issued prior to the installation of the menu board and the sign must comply with the requirements of Section 11-23-7.G.11.c of the Zoning Ordinance. Waste Enclosure. A waste enclosure is shown in the northwest corner of the site. The enclosure materials area required to match the principal building and the enclosure must have maintenance-free gates. Landscaping is shown on the sides of the enclosure for screening. Setbacks. Setbacks for buildings and parking within the C-3 District are as follows: Yard Front (North) Side (interior) Side (Corner) Rear (South) Parking (abutting ROW) Parking (interior) Setback 30 feet 10 feet 30 feet 30 feet 15 feet 5 feet The building and parking lot comply with the setback requirements, with the exception of the parking lot along the east property line. Upon the development of Lot 2, the parking lots will be shared between the two lots. Streets and Access. Timbercrest at Lakeville 8th Addition abuts three public streets. 185th Street (CSAH 60) is a minor arterial roadway under the jurisdiction of Dakota County and right-of-way for 185th Street was dedicated with the Timbercrest at Lakeville final plat. No additional right-of-way is required. Kenrick Avenue is a minor arterial street and all required right of way was previously dedicated with the Timbercrest at Lakeville final plat. No additional right of way is required. Interstate 35 is a principal arterial under the jurisdiction of the State of Minnesota. A copy of the final plat was sent to MnDOT for review but at this time no comments have been received. A privately owned and maintained driveway is located along the north side of the parcel. Access to the two proposed lots is from this private drive. There is a recorded cross access and parking agreement between Target Corporation (owner of Lot 1, Block 1, 6 Timbercrest at Lakeville) and The Avalon Real Estate Group (owner of Lot 2, Block 1, Timbercrest at Lakeville). Trails and Sidewalks. An eight-foot-wide concrete sidewalk is located on the west side of Kenrick Avenue and a 10-foot-wide bituminous trail is located on the north side of 185th Street (CSAH 60). No additional trails or sidewalks are proposed with this development. Park Dedication. The Park Dedication requirement was satisfied with the Timbercrest at Lakeville plat and is not required with this final plat. Tree Preservation. There are five significant trees on the site. All five are evergreens planted below (south) of the retaining wall on site and none of the trees will be impacted by the development of the site. Wetland. There are no wetlands on the site. EASEMENT VACATION Existing Easements. Lot 2, Block 1, Timbercrest at Lakeville included perimeter drainage and utility easements. The preliminary and final plat for Timbercrest at Lakeville 8th Addition maintains these same easements while adding perimeter drainage and utility easements along the shared property line. Per City practice, the existing drainage and utility easements must be vacated in conjunction with the new final plat. RECOMMENDATION Planning Department staff recommends approval of the Timbercrest at Lakeville 8th Addition preliminary and final plat, PUD development stage plan, and easement vacation for Panera Bread for a convenience restaurant, subject to the following stipulations: 1. A shared access and parking agreement shall be recorded in conjunction with the Timbercrest at Lakeville 8th Addition final plat between Lots 1 and 2, Block 1. 2. Hours of operation are limited to 5:00 am to 11:00 pm. An amendment to the Development Stage PUD must be approved by the City Council to extend the hours of operation. 3. Prior to City Council consideration of the preliminary/final plat, the photometric plan must be modified to show that light levels at the south and west property lines adjacent to public ROW do not exceed one foot-candle. 4. All signage on the property must meet the requirements of Section 11-23 of the Zoning Ordinance. A sign permit is required prior to the installation of any signs. 5. The waste enclosure materials area required to match the principal building and the enclosure must have maintenance-free gates. 7 6. Snow storage shall not occur within required parking spaces, vehicle driving lanes or on public property. 7. Prior to City Council consideration of the preliminary/final plat, the final plat must be modified to include a five-foot-wide drainage and utility easement along the west property line of Lot 2, Block 1. ±I-35185TH ST (CSAH 60) Plat Area SuperTarget KENRICKAVETimbercrest of Lakeville 8th Addition - Pre & Final Plat Dev. Stage PUD Plan Easement Vacation City of Lakeville Aerial Map EXHIBIT A §¨¦35 456760 K A B E R A T R LKENYON AVEKANAB ECCTKERRVILLE TRL ORCHARDTRL KENRICKAVEKANABECTRL± Plat areaINTERSTATE 35185TH ST (CSAH 60) PUD PUD RA RS-3 PUD RS-3 RH-1 P/OS P/OS RH-1 PUD ROW City of LakevilleZoning MapTimbercrest at Lakeville 8th Add.Preliminary & Final PlatDevelopment. Stage PUDEasement VacationEXHIBIT B KENRICK AVE N U E185TH STREET WESTΔ ΔΔ PID#227670001020BENCHMARKS:ELEVATIONS BASED ON AN ASSUMED LOCAL SITE VERTICAL DATUM BASED ONGPS DERIVED VALUES (NAVD 88).PROJECT BENCHMARKS ARE SHOWN ON THE SURVEY.CONTACT:CEI ENGINEERING ASSOCIATESAlan Catchpool, PE2025 Centre Pointe BlvdSuite 210Mendota Heights, MN 55120P:651-452-8960VICINITY MAPLEGEND:UNDERGROUND UTILITIES NOTES:THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELDSURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NOGUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCHUTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYORFURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWNARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THATTHEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATIONAVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THEUNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKETNUMBER(S) 173600194. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIESDID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OFWHICH WE ARE UNAWARE MAY EXIST. OTHER UTILITIES MAY EXIST ON THISSITE THAT WERE NOT MARKED UP.CE17092SURVCE092CERTIFICATE OFSURVEYCOUNTY/CITY:REVISIONS:PROJECT LOCATION:LAND SURVEYING, INC.CORNERSTONESuite #16750 Stillwater Blvd. N.Stillwater, MN 55082Phone 651.275.8969Fax 651.275.8976dan@cssurvey.netDATEREVISIONPROJECT NO.FILE NAMEXXXXCALL BEFORE YOU DIG!TWIN CITY AREA:TOLL FREE:1-800-252-1166651-454-0002Gopher State One CallTHERE ARE 0 VISIBLE PARKING STALLS DESIGNATED ON THIS PARCEL INCLUDING0 HANDICAP STALLS.EXISTING PARKING:THIS PROPERTY LIES WITHIN THE UNSHADED ZONE X, AREAS DETERMINED TOBE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, AS SHOWN ON FEMAFLOOD INSURANCE RATE MAP NUMBER 27037C0191E HAVING AN EFFECTIVEDATE OF DECEMBER 02, 2011.FLOOD INFORMATION:LEGAL DESCRIPTION:KENRICK AVENUEEASEMENT NOTES:CERTIFICATION:1. BEARINGS ARE BASED ON THE DAKOTA COUNTY COORDINATE SYSTEM(NAD83). BEARINGS ARE DIFFERENT THAN SHOWN ON THE RECORDED PLAT.ALL INTERIOR ANGLES MATCH THE RECORDED PLAT ANGLES.2. UNDERGROUND UTILITIES SHOWN PER GOPHER STATE ONE CALL LOCATESAND AS-BUILTS PLANS PROVIDED BY THE CITY OF LAKEVILLE PUBLIC WORKSDEPARTMENT.3. THERE MAY BE SOME UNDERGROUND UTILITIES; GAS, ELECTRIC, ETC. NOTSHOWN OR LOCATED.4.SURVEY NOTES:AREA:LOT 2, BLOCK 1 AREA = 128,185 SQ.FT., BEING 2.94 ACRES, MORE OR LESSTo: NLD Central LLC, Commercial parners Title, LLC, Old Republic NationalTitle Insurance compnay, Stonebridge Bank, Semper Development, Ltd. andWalgreen Co., an Illinois corporation and their successors and assigns: This isto certify that this map or plat and the survey on which it is based were made inaccordance with the 2011 Minimum Standard Detail Requirements forALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA andNSPS, and includes Items 1, 2, 3, 4, 7(a), 7(b)(1), 7(c) 8, 9, 11(b), 14, 16, 17,18, 19, and 21 of Table A thereof. The field work was completed on January 16,2013.CORNERSTONE LAND SURVEYING, INC.Dated: 3-31-14Revised:By :____________________________Daniel L. ThurmesMinnesota License No. 25718The Commercial Partners Title, LLC as agent for Old Republic National TitleInsurance Company Title Commitment No. 38191, dated February 25th, 2014as listed on this survey was relied upon for matters of record. Other easementsmay exist that were not shown in this commitment and are not shown on thissurvey.CITY OF LAKEVILLEDAKOTACOUNTYThe following Legal Description is as shown on Commercial Partners Title, LLCas agent for Old Republic National Title Insurance Company Title CommitmentNo. 38191, dated February 25th, 2014.NORTH(NOT TO SCALE)The following exceptions appear on the XXXXXXX, as agent for XXXXXX, titlecommitment number XXXXXX, having an effective date of XXXXXXXX:XX-XX-XX INITIAL ISSUEXX-XX-XX ........SEC. 13, TWP. 114, RNG. 21,CITY OF LAKEVILLE, DAKOTA COUNTY,MINNESOTAAVALON-TIMBERCREST ILAKEVILLE, MN0NORTH30 60PRELIM INARY GASGAS GASGASGASGASGASGASGASGASPUGPUGPUGPUGPUGPUGX XXXXXXXXXXXXXXWA T WA T WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATSTO STO STO STO STO STO STO STO STO STO STO STO STO STO STO STOSTOSTOSTOWATWATSAN SAN SAN SAN SAN SAN SAN WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWATWAT STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTO STO SANSANSA N SA N STO S PANERA4294 SFNOPARKING T FFE=1052.0 o o oooooo XXXKENRICKAVENUE185TH STREET WEST(C.S.A.H. NO. 60) INTERSTATE H IGHWAY NO . 35 246.99 S18°50 '49"E 251 .86 N89°54'54"E 72.67 25.69S13°22'58"E 141.72 114.07 N00°05'06"W 88.7115.00S65°00'24"E N39°56'08"E 60.51N5 5 ° 0 3 ' 5 2 " W 8 0 . 4 4 S50°24'01.69"W 126.11152.38 S10°48'50"E 314.96LOT 1 LOT 2 BLOCK 1 65 65 50 S89°54'54"W 255.79 L=167.77CH=166.44CHB=N 12°27'15" ER=383.31Δ=25°04'42"L=96.05CH=95.78CHB=N 32°27'52" ER=368.31Δ=14°56'32"399.37S79°11'10"W FOUND 3/8 REBARWITH LS No. 43933 FOUND 3/8 REBARWITH LS No. 43933 FOUND 3/8 REBARWITH LS No. 43933 FOUND 3/8 REBARWITH LS No. 43933 FOUND 3/8 REBARWITH LS No. 43933 FOUND 1/2 REBARWITH ILLEGIBLE CAP FOUND MAG NAIL FOUND SCRIBEDX IN CONCRETE FOUND SCRIBEDX IN CONCRETE SET 1/2 REBARWITH LS No 44123. SET 1/2 REBARWITH LS No 44123. PID: 227670001010OWNER: T-1484 TARGET CORPORATIONZONING: PUD (PLANNED UNIT DEVELOPMENT DISTRICT) SET 1/2 REBARWITH LS No 44123.N:\0022368.00\DWG\CIVIL\0022368PP01.DWG04/16/19 LAKEVILLE PANERAC301 LAKEVILLE, MNLAKEVILLE PANERAPreliminary Platof:TIMBERCREST8TH ADDITION.3630 SOUTH GEYER ROAD, SUITE 100ST. LOUIS, MO 63127PANERA, LLC...XX/XX/XX..© 2019 Westwood Professional Services, Inc.0'20'40'60' 1" = 20'1206-04-201906-05-201906-10-2019--------Revised Drainage & Utility EasementsRevise Drainage & Utility EasementsRevise Drainage & Utility Easements..20'4' or 2'PROJECT NUMBER: 0022368....04/30/201944123.SHEET NUMBER: DATE:DATE:PREPARED FOR:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150VERTICAL SCALE:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA Lot 2, Block 1, Timbercrest at Lakeville, Dakota County, Minnesota. PROPERTY DESCRIPTION DEVELOPMENT DATA: Existing Zoning: PUD (PLANNED UNIT DEVELOPMENT DISTRICT)Site Area:2.943 acresLot 1 Area:1.493 acresLot 2 Area:1.450 acres PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL EXISTING PROPOSED FENCEXX TIP-OUT CURB AND GUTTER SITE LEGEND FOUND MONUMENT (SEE LABEL) SET MONUMENT (SEE LABEL) OWNER: AVALON-TIMBERCREST I LLC ADDRESS: No address assigned OWNER / SUBDIVIDER 1. The boundaries depicted hereon are pursuant to a survey performed upon the ground April 24,2019. 2. The improvements depicted hereon are proposed and were taken for the project site plan. Nosurvey work was performed in regards to said improvements. GENERAL NOTES N:\0022368.00\DWG\SURVEY\0022368FP01.DWG SUBJECT TO CHANGEWITHOUT NOTICEDRAFT COPY Sheet 1 of 2 Sheets By Its: _________________________________________ ( Signature )I, Brent R Peters 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 ofMinnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that allmonuments 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 505.01, Subd. 3, as of the date of this certification are shown and labeled on this plat; and all public ways are shown and labeled on this plat.Dated this____ day of ______________, 20___.______________________________________Brent R Peters, Licensed Land SurveyorMinnesota License No. 44123. Has caused the same to be surveyed and platted as TIMBERCREST AT LAKEVILLE 8TH ADDITION and does hereby dedicate to the public for public useforever the easements as shown on this plat for drainage and utility purposes only as shown on this plat.Lot 2, Block 1, Timbercrest at Lakeville, Dakota County, Minnesota. _________________________________________ ( Printed Name ) Notary Public, _______________________________My commission expired _________________________ _________________________________________ ( Signature ) _________________________________________ ( Printed Name ) Notary Public, _______________________________My commission expired __________________________________________________________________ ( Signature ) _________________________________________ ( Printed Name ) Notary Public, _______________________________My commission expired _________________________ By Its: KNOW ALL PERSONS BY THESE PRESENTS: That Lakeville Timbercrest OVA LLC, a Delaware limited liability company, fee owner and Northern Holding -Avalon, LLC , a Delaware limited liability company, mortgagee, of the following described property:In witness whereof said Lakeville Timbercrest OVA LLC, a Delaware limited liability company, has caused these presents to be signed by its proper officerthis day of , 20 .This instrument was acknowledged before me this day of , 20 , by as of Lakeville Timbercrest OVA LLC, a Delaware limitedliability company, on behalf of said company.In witness whereof said Northern Holding - Avalon, LLC , a Delaware limited liability company, has caused these presents to be signed by its proper officer this day of , 20 .The foregoing instrument was acknowledged before me this day of , 20 , by as of Northern Holding - Avalon, LLC , a Delawarelimited liability company, on behalf of said corporation.STATE OF MINNESOTACOUNTY OF __________________This instrument was acknowledged before me on______________________________ by Brent R Peters, Land Surveyor, Minnesota License No. 44123.CITY APPROVALThis plat was approved by the City Council of Lakeville, Minnesota , this ______ day of _______________, 20___, and hereby certifies compliancewith all requirements as set forth in Minnesota Statues, Section 505.03, Subd. 2.By _____________________________ By ________________________________________Mayor ClerkCOUNTY SURVEYORI hereby certify that in accordance with Minnesota Statues, Section 505.021, Subd. 11, this plat has been reviewed and approved this ______ dayof _______________, 20___.By _____________________________________________________Todd Tollefson, Dakota County SurveyorSecretary Dakota County Plat CommissionBOARD OF COUNTY COMMISSIONERSThis plat of TIMBERCREST AT LAKEVILLE 8TH ADDITION was approved pursuant to Minnesota Statutes Chapter 505 and pursuant to theDakota County Contiguous Plat Ordinance and approved by resolution of the Board of Commissioners of Dakota County, Minnesota ata regular meeting of said Board this day of , 20 .By Attest _______________________________________ County Board Chair County Treasurer-AuditorDEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF MINNESOTA, STATE OF MINNESOTAPursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20____ on the land herein before described have been paid. Also,pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this ______ day of ___________, 20____. _________________________________________________ Amy A. Koethe, Director department of Property Taxation and RecordsCOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTADocument No. __________________________I hereby certify that this plat of TIMBERCREST AT LAKEVILLE 8TH ADDITION was filed in the office of the County Recorder for public record on this ______ dayof_______________, 20___, at _______ o'clock ___.M., and was duly recorded in Book ________ of Plats, Page ________ as Document Number _______________. By , DeputyAmy A. Koethe, County Recorder LAKEVILLE TIMBERCREST OVA LLCSTATE OFCOUNTY OFNORTHERN HOLDING - AVALON, LLCSTATE OFCOUNTY OF 52.16N79°11'10"E 399 .37 N5 0 ° 2 4 ' 0 2 " E 1 2 6 . 1 1S55°03'52"E 80.43S39°56 '08"W 60 .51 N0°05'06"W 88.71N89°54'54"E 255.79N18°50'49"W 251.86152.38246.99141.72114.07S10°48'50"E 314.9610L O T 1 L O T 2 B L O C K 110151515 15 10101010101074 . 7 8 46.93101010101010PJ DRAINAGE & UT IL ITYEASEMENT PER THE PLAT OFTIMBERCREST AT LAKEV ILLEDRAINAGE & UTILITYEASEMENT PER THE PLAT OFTIMBERCREST AT LAKEVILLEDRAINA G E & U T I L I T Y EASEME N T P E R T H E P L A T O F TIMBERC R E S T A T L A K E V I L L ESOUTH LINE OF LOT 2, BLOCK 1,TIMBERCREST AT LAKEVILLEFOUND 3/8 REBARWITH LS No. 43933FOUND 3/8 REBARWITH LS No. 43933FOUND 3/8 REBARWITH LS No. 43933FOUND 3/8 REBARWITH LS No. 43933FOUND 3/8 REBARWITH LS No. 43933FOUND 1/2 REBARWITH ILLEGIBLE CAPFOUND MAG NAILFOUND SCRIBEDX IN CONCRETEFOUND SCRIBEDX IN CONCRETEC H B = S 3 2 ° 2 7 ' 5 2 " W C H = 9 5 . 7 8 Δ = 1 4 ° 5 6 ' 3 2 " L = 9 6 . 0 5 R = 3 6 8 . 3 1 CHB=S 12° 2 7 ' 1 8 " W CH=166.45Δ=25°04'4 8 "L=167.79R=383.31 N65°00'24"W 15.00N18°50'49"W 251.86CHB=N 13°22'58" WCH=25.69Δ=4°22'31"L=25.69R=336.48N89°54'54"E 72.67L=7.90S 6 4 ° 5 4 ' 5 4 "W 4 8 . 4 9S80°52'09"W 176 .81 4 2 . 7 0 S72 °14 '29 "W N:\0022368.00\DWG\SURVEY\0022368FP01.DWG SUBJECT TO CHANGEWITHOUT NOTICEDRAFT COPY Sheet 2 of 2 Sheetsset and marked by License No. 44123Denotes 1/2 inch by 14 inch iron monumentThe south line of Lot 2, Block 1, TIMBERCREST AT LAKEVILLEis assumed to bear N89° 54'54"E.DENOTES RIGHT OF ACCESSDEDICATED TO DAKOTA COUNTYLOCATION MAPPJ KENRICKAVENUE185TH STREET WEST BLOCK 1 GASGAS GASGASGASGASGASGASPUGPUGPUGPUGPUGPUGXXXXXXXXXXXXXXXWAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATSTOSTOWATWATSAN SAN SAN WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWAT STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTO STO STO E E E E T T\\\\\\\\\ \ \ \\\ \ \ \\\\\ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\X X SAWCUT PAVEMENT (TYP.) REMOVE BITUMINOUSPAVEMENT (TYP.) REMOVE CURB ANDGUTTER (TYP.)REMOVE CURB ANDGUTTER (TYP.) REMOVE BITUMINOUSPAVEMENT (TYP.) SAWCUT PAVEMENT (TYP.) REMOVE EXISTINGHYDRANT REMOVE EXISTINGWATERMAIN REMOVE EXISTINGSTORM SEWER STUB REMOVE EXISTING TREE \REMOVE EXISTINGSANITARY SEWER N:\0022368.00\DWG\CIVIL\0022368RM01.DWG06/07/19 C100 LAKEVILLE, MNLAKEVILLE PANERAEXISTINGCONDITIONS &REMOVALS PLAN3630 SOUTH GEYER ROAD, SUITE 100ST. LOUIS, MO 63127PANERA, LLC...05/01/19NOT FOR CONSTRUCTION© 2019 Westwood Professional Services, Inc.0'20'40'60' 1" = 20'06/07/19----------------CLIENT UPDATES....20'4' or 2'5607806/07/19JOSEPH SCHRAMMSHEET NUMBER: DATE:DATE:PREPARED FOR:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150VERTICAL SCALE:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAPROPERTY LINE \\\\\\CURB & GUTTER SAW CUT PAVEMENT SAN SANITARY SEWER WAT WATER MAIN STO STORM SEWER CONCRETE BITUMINOUS BUILDING TREE LIGHT POLE TRAFFIC SIGN EXISTING PROPOSED SAN WAT STO CONSTRUCTION BARRICADE WAT HYDRANTWAT GAS GASGAS PUG UNDERGROUND ELECTRICPUG TUG UNDERGROUND TELEPHONETUG POH OVERHEAD ELECTRICPOH TOH OVERHEAD TELEPHONETOH FO TELEPHONE FIBER OPTICFO CTV CABLE TELEVISIONCTV RETAINING WALL FENCEX SOIL BORING LOCATIONSB-19 TREE LINE X EXISTING REMOVALS \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ REMOVAL LEGEND 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTSAND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH ASFENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION. 3. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TOMAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FORREMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALLPERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. REMOVAL NOTES S S X*X X X KENRICKAVENUE185TH STREET WEST BLOCK 1 GASGAS GASGASGASGASGASGASPUGPUGPUGPUGPUGPUGXXXXXXXXXXXXXXXE E E E T T PANERA4294 SF 9 8 6 13 9 ENTERDO NOTTHRUDRIVENOPARKINGT ENTERDO NOTFFE=1052.0 o o o ooooo XXX9.0' 20.0'24.0 ' 12.0'9.0 ' 20.0'18.0 ' 9.0' 24.0' 24.0'18.0 '18.0'24.0'18.0'R60'R80'R15'R15'R15'R2 5 'R24'R36'R3 5 '7.0 ' 1 1 1 1 1 1 6 6 7 6 7 9 9 9 9 8 8 7 10 11 11 11 11 12 12 12 12 13 13 13 13 13 14 A B C D E F G S.1 S.1 S.2 S.4 S.4 S.4 S.4 S.4 H I S.4 S.4 5.0' 1 12 15 15 15 15 15 15 15 15 15 ·EXISTING ZONING:PUD ·PROPOSED ZONING:PUD ·PARCEL DESCRIPTION:LOT 1 - BLOCK 1, TIMBERCREST 8TH ADD. ·PROPERTY AREA:65,011 SF (1.49 AC) ·PERVIOUS SURFACE:37,610 SF (57.85%) ·IMPERVIOUS SURFACE(RATIO):27,401 SF (42.15%) ·BUILDING GROSS SIZE:4,294 SF ·BUILDING SETBACK PER CODE (RETAIL):30'=FRONT10'=SIDE / 30'=SIDE TO ROW10'=REAR ·PARKING SETBACK (RETAIL):5'=FRONT AND ROW5'=SIDE AND REAR ·PARKING SPACE/DRIVE AISLE:9' WIDE X 18' LONG, 24' AISLE PARKING RATIO REQUIREMENT CITY OF LAKEVILLERESTAURANT:1 SPACE / 70 SF OF BLDG TOTAL SPACES REQUIRED:55 SPACES ·PARKING PROVIDED:45 SITE DEVELOPMENT SUMMARY BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY CORNERSTONE LANDSURVEYING, INC, STILLWATER, MN, MARCH 31, 2014. 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWNON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITECONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IFANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIEDIMMEDIATELY. 2. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 3. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESSOTHERWISE NOTED. 4. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS ANDLOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 5. ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISENOTED. 6. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAININGTRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONALSIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERENECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY ANDENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TOAPPROPRIATE MNDOT STANDARDS. 8. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITHTHE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 9. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTYDAMAGE TO ADJACENT PROPERTIES. 10. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLANPREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. GENERAL SITE NOTES N:\0022368.00\DWG\CIVIL\0022368SP01.DWG06/07/19 C200 LAKEVILLE, MNLAKEVILLE PANERASITE PLAN3630 SOUTH GEYER ROAD, SUITE 100ST. LOUIS, MO 63127PANERA, LLC...05/01/19NOT FOR CONSTRUCTION© 2019 Westwood Professional Services, Inc.0'20'40'60' 1" = 20'06/07/19----------------CLIENT UPDATES....20'4' or 2'5607806/07/19JOSEPH SCHRAMMSHEET NUMBER: DATE:DATE:PREPARED FOR:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150VERTICAL SCALE:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAS.1 S.10 S.2 S.3 REFERENCE STOP SIGN 30" X 30"R1-1 SIZE MnDOT DESIGNATION HANDICAP ACCESSIBLE NO PARKING 12" X 18" 12" X 12" R7-8M R8-38 1 B612 CURB AND GUTTER 2 TRANSITION CURB AND GUTTER 3 FLUSH CURB AND GUTTER 4 BITUMINOUS EDGE 5 CONCRETE CROSS GUTTER 6 CONCRETE SIDEWALK 7 PEDESTRIAN CURB RAMP 8 CROSS WALK STRIPING 9 TRAFFIC ARROW 10 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 11 BOLLARD 12 STANDARD DUTY BITUMINOUS PAVEMENT 13 HEAVY DUTY BITUMINOUS PAVEMENT 14 CONCRETE PAVEMENT 15 LIGHTPOLE 1 SIGN LEGEND SITE DETAILS PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL CONCRETE PAVEMENT NUMBER OF PARKING STALLS TRANSFORMER SITE LIGHTING EXISTING PROPOSED FENCEXX HEAVY DUTY BITUMINOUS PAVEMENT NORMAL DUTY BITUMINOUS PAVEMENT TRAFFIC SIGN POWER POLE BOLLARD / POST CONCRETE SIDEWALK TIP-OUT CURB AND GUTTER SITE LEGEND 5 T S.4 PANERA SIGNAGE (SEE SIGNAGE PLANS) A PATIO RAILING (SEE ARCH) B 8' SCREEN WALL (SEE ARCH) C RETAINING WALL (MATCH EXISTING) D MENU BOARD (SEE ARCH) E ORDER BOARD (SEE ARCH) F TRANSFORMER PAD G FDC H PATIO I GUARD RAIL SITE KEYNOTES GUARD RAILooX A PANERA4294 SFNOPARKING T FFE=1052.0 o o o ooooo XXXKENRICKAVENUE185TH STREET WEST BLOCK 1 GASGAS GASGASGASGASGASGASPUGPUGPUGPUGPUGPUGXXXXXXXXXXXXXXXWAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATSTOSTOWATWATSAN SAN SAN WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWAT STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTO STO STO E E E E T T1050104910511050 1051 105010511050105110 5 0 105 1 1050 10501049 1051 10511048.50 1049.81 1050.44 1050.11 1051.79 1051.451051.45 1051.79 1051.10 1050.63 1050.46 1051.12 1050.80 1051.41 1051.26 1050.79 1051.30 1051.08 1050.381051.50 1051.38 1050.86 1051.00 1049.80 1050.50 1049.40 1050.42 1050.00 1051.23 1050.85 1050.69 1050.961049.82 1050.38 1050.40 1051.00 1049.50 1049.76 1049.42 1047.76 1048.57 1049.98 1049.70 1049.80 1050.92 BW:1046.81TW:1047.80 TW:1049.50BW:1046.88 TW:1050.50BW:1044.18 BW:1046.25TW:1048.40 ROCK CONSTRUCTION ENTRANCE INLET PROTECTION (TYP.)SFSFSFSFSFSFSFSFSF SFS F SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SILT FENCE (TYP.) 1050.00 1050.31 1050.26 1050.72 1050.28 1050.97 1050.30 1049.81 1049.29 1050.00 1050.16 N:\0022368.00\DWG\CIVIL\0022368GD01.DWG06/07/19 LAKEVILLE PANERAC300 LAKEVILLE, MNLAKEVILLE PANERAGRADING &EROSIONCONTROL PLAN3630 SOUTH GEYER ROAD, SUITE 100ST. LOUIS, MO 63127PANERA, LLC...05/01/19NOT FOR CONSTRUCTION© 2019 Westwood Professional Services, Inc.0'20'40'60' 1" = 20'06/07/19----------------CLIENT UPDATES....20'4' or 2'PROJECT NUMBER: 00223685607806/07/19JOSEPH SCHRAMMSHEET NUMBER: DATE:DATE:PREPARED FOR:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150VERTICAL SCALE:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTAPROPERTY LINE 982 980 POND NORMAL WATER LEVEL SF TOP AND BOTTOM OF RETAINING WALL EMERGENCY OVERFLOW SB-19 SOIL BORING LOCATION STO STORM SEWER DRAIN TILE WATER MAIN SANITARY SEWER EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR982 980 WAT SAN SPOT ELEVATION FLOW DIRECTION SB-19 RETAINING WALL CURB AND GUTTER FLARED END SECTION (WITH RIPRAP) GRADING & EROSION CONTROL LEGEND 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE.CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THEENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPEDPAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCELOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCHEXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BEWATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH ASBARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERENECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROLDEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. 7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACEWITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 8. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISENOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 9. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. 10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITYCONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLETO THE OWNER AND THE REGULATING AGENCIES. 11. CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANTDISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THESUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISIONAND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTEDAS SPECIFIED HEREIN. 14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED INACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THEGEOTECHNICAL ENGINEER. 15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED INACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. 16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FORTHE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICALENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITHTHE GEOTECHNICAL ENGINEER. GRADING NOTES 0.00% 900.00 900.00 TW=XXX.XXBW=XXX.XX E.O.F. 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITYCOMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONSPRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEENESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BEAWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 3. EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTORSHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROLBLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITYINCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY ANDIMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALLBE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF ISESTABLISHED. 4. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TOREDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 5. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OFCOMPLETION OF CONSTRUCTION. 6. THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY. A. TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT 30.5-POUNDS PER ACRE. B. TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACRE C. POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE. D. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE. E. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE. 9. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED. 10. ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT. 11. ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOMELEVATION. 12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13. THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPERDRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. 14. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH SITE WORK. GENERAL EROSION CONTROL NOTES ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET INLET PROTECTION TURF REINFORCEMENT MAT SILT FENCE PANERA4294 SFNOPARKING T FFE=1052.0 o o o ooooo XXXKENRICKAVENUE185TH STREET WEST BLOCK 1 GASGAS GASGASGASGASGASGASPUGPUGPUGPUGPUGPUGXXXXXXXXXXXXXXXWAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT STOWATWATSAN SAN SAN WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWAT STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTO STO STO E E E E T T SAN MH 1RE=1052.30IE=1043.46 CONNECT TOEX. SAN. STUBIE=1043.46STMH 100RE=1050.50IE(W)=1042.40IE(NE)=1042.33IE(S)=1042.53STMH 101RE=1050.50IE(W)=1043.12IE(E)=1042.80 CBMH 108RE=1049.29IE(N)=1045.97IE(W)=1045.77 CBMH 102RE=1050.00IE=1043.30 CBMH 103RE=1049.81IE=1044.15 CBMH 104RE=1048.50IE=1044.42 CBMH 105RE=1049.80IE=1045.11 CBMH 110RE=1049.40IE=1045.84 6" GATE VALVE 8" x 6" REDUCER 6" WMHYDRANT WITH6" GATE VALVE 64 LF - 1 5 " S T M S W R @ 0 . 4 5 %115 LF - 15" STM SWR @ 0.60%94 LF - 15" STM S W R @ 0. 9 0 % 33 LF - 15" STM SWR @ 0.90% 115 LF - 18" STM S W R @ 0. 3 5 % 36 LF - 15" STM SWR @ 0.75% CBMH 107RE=1050.92IE=1045.54 176 LF - 8" SAN @ 0. 5 0 % SAN MH 2RE=1050.40IE=1044.34 8" SAN STUBIE=1045.43 77 LF - 12 " S T M S W R 0 . 3 0 % CBMH 109RE=1050.28IE=1046.38 137 LF - 12" STM SWR @ 0.30% 13 LF - 18" STMSWR @ 1.00% GREASE INTERCEPTORIE=1045.43 EXTEND WM STUB SAN MH 3RE=1050.11IE=1045.19 169 LF - 8" S A N @ 0. 5 0 % 48 LF - 8"SAN @ 0.50% 50 LF - 12" STMSWR @ 0.50% CBMH 106RE=1051.22IE(S)=1045.59IE(E,W)=1045.39 49 LF - 12" STM SWR 0.30% 24 LF - 15" STMSWR @ 0.50% STM SWR STUBIE=1042.6510 LF - 8"SAN @ 0.50% 8" SAN STUBIE=1044.39 N:\0022368.00\DWG\CIVIL\0022368UT01.DWG06/07/19 C500 LAKEVILLE, MNLAKEVILLE PANERAUTILITY PLAN3630 SOUTH GEYER ROAD, SUITE 100ST. LOUIS, MO 63127PANERA, LLC...05/01/19NOT FOR CONSTRUCTION© 2019 Westwood Professional Services, Inc.0'20'40'60' 1" = 20'06/07/19----------------CLIENT UPDATES....20'4' or 2'5607806/07/19JOSEPH SCHRAMMSHEET NUMBER: DATE:DATE:PREPARED FOR:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150VERTICAL SCALE:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTASAN EXISTING PROPOSED SANITARY SEWER STO STORM SEWER WAT WATER MAIN EASEMENT LINE PROPERTY LINE WAT HYDRANT GATE VALVE DRAIN TILE FLARED END SECTION (WITH RIPRAP) LIGHT POLE GAS GASGAS PUG UNDERGROUND ELECTRICPUG TUG UNDERGROUND TELEPHONETOH POH OVERHEAD ELECTRICPOH TOH OVERHEAD TELEPHONETOH FO TELEPHONE FIBER OPTICFO CTV CABLE TELEVISIONCTV FM FM SANITARY SEWER FORCE MAIN CURB AND GUTTER UTILITY LEGEND 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS AREBASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BERELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THEOWNER OR ENGINEER OF DISCREPANCIES. 2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTAPLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORKOR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THECONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISEBUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. 5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THECONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BYTHE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING.CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITYUNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICETO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES ORWHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTUREROR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAINCONSTRUCTION. 8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THEWATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 11. DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVC WATERLINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY. 12. ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOWSTYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 13. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SCHEDULE 40 PER ASTM D2665. ALL PLASTICSANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLORTO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART 712.0. 14. STORM SEWER PIPE: A. RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY. B. REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGERUNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS. C. HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 60-INCHES INDIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321. D. PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321. E. CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PER ASTM A798.CMP MAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING. F. ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBINGCODE, PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTAPLUMBING CODE, PART 712. 15. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150. 16. POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TO BEMECHANICAL JOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARM SWITCHSHALL BE PART NO. PCVS2 (OR EQUIVALENT). 17. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION.THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER ORENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED. 18. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN IS TO BE PRIVATELY OWNED AND MAINTAINED. GENERAL UTILITY NOTES S DT KENRICKAVENUEGASGAS GASGASGASGASGASGASPUGPUGPUGPUGPUGPUGXXXXXXXXXXXXXXXWAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATSTOSTOWATWATWATSAN SAN SAN WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWAT STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTO STO STO E E E E T T KENRICKAVENUE185TH STREET WEST GASGAS GASGASGASGASGASGASPUGPUGPUGPUGPUGPUGXXXXXXXXXXXXXXXWAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATSTOSTOWATWATSAN SAN SAN WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWAT STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTO STO STO E E E E T T1050104910511050 1051 105010511050105110 5 0 105 1 1050 10501049 1051 1051PANERA4294 SF 9 8 6 13 9NOPARKING T FFE=1052.0 o o o ooooo XXXA A AB A BA C C C C C A BD E BHS 3 BHS 3 ERC 3 RSC 2 ABS 1 ABS 1 JTL 1 NWM 2 NHE 1 NHE 1 IMH 3 N:\0022368.00\DWG\CIVIL\0022368PL01.DWG06/07/19 L100 LAKEVILLE, MNLAKEVILLE PANERALANDSCAPEPLAN3630 SOUTH GEYER ROAD, SUITE 100ST. LOUIS, MO 63127PANERA, LLC...05/01/19NOT FOR CONSTRUCTION© 2019 Westwood Professional Services, Inc.0'20'40'60' 1" = 20'06/07/19----------------CLIENT UPDATES....20'4' or 2'.06/07/19JEFFERY WESTENDORFSHEET NUMBER: DATE:DATE:PREPARED FOR:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150VERTICAL SCALE:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:LICENSE NO.I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWSOF THE STATE OF MINNESOTACOMMONQTY.CODE B&B2NWM2.5" CAL. B&B1JTL2.0" CAL. B&B22.0" CAL.RSC 6BHS 8' HT.* XDBH 3'-0" XSMS 3'-0" XPUC 18" B&B XASD 18" #1 CONT. B&B3IMH2.5" CAL. XKFG 24" #5 CONT. #5 CONT. #1 CONT. #1 CONT. XMEJ 4'-0" XAJN 4'-0" XMNS 18" 2ABS 2.0" CAL. B&B2.5" CAL.2NHE #5 CONT. #5 CONT. B&B #1 CONT. NORTHWOOD MAPLE IMPERIAL HONEYLOCUST NEW HORIZON ELM 7OVERSTORY TREE ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINERNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. *HEIGHT OF CONIFER TREES MEASURED FROM THE TOP OF THE ROOTBALL TO THE BOTTOM OF THE LEADER 5ORNAMENTAL TREE 9CONIFEROUS TREE 25CONIFEROUS SHRUB 61DECIDUOUS SHRUB 250PERENNIALS JAPANESE TREE LILACRED SPLENDOR CRABAPPLE AUTUMN BRILLIANCE SERVICEBERRY BLACK HILLS SPRUCE MEDORA JUNIPER DWARF BUSH HONEYSUCKLE SNOWMOUND SPIREA AMBER JUBILEE NINEBARK APRICOT SPARKLES DAYLILY PURPLE CONEFLOWER MAY NIGHT SALVIA KARL FOERSTER FEATHER REED GRASS ROOTSIZEBOTANICAL NAME ACER RUBRUM 'NORTHWOOD' GLEDITSIA TRIACANTHOS VAR. INERMIS 'IMPCOLE' ULMUS X 'NEW HORIZON' SYRINGA RETICULATAMALUS 'RED SPLENDOR' AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' PICEA GLAUCA DENSATA JUNIPERUS SCOPULORUM 'MEDORA' DIERVILLA LONICERA SPIRAEA NIPPONICA 'SNOWMOUND' PHYSOCARPUS OPULIFOLUS 'JEFAM' HEMEROCALLIS 'APRICOT SPARKLES' ECHINACEA PURPUREA 'MAGNA' SALVIA X NEMOROSA 'MAY NIGHT' CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' AS SHOWN AS SHOWN AS SHOWN AS SHOWN 18" O.C. AS SHOWN 3'-0" O.C. 3'-0" O.C. 24" O.C. 18" O.C. AS SHOWN 4'-0" O.C. 4'-0" O.C. AS SHOWN 18" O.C. SPACING PLANT SCHEDULE XTAY 3'-0" #5 CONT.TAUNTON YEW TAXUS MEDII 'TAUNTON'3'-0" O.C. XGOJ 4'-0" #5 CONT.GREY OWL JUNIPER JUNIPEROUS VIRGINIANA 'GREY OWL'4'-0" O.C. 3ERC 8' HT.*B&BEASTERN RED CEDAR JUNIPERUS VIRGINIANA AS SHOWN COMMERCIAL PID LANDSCAPE SUMMARY LANDSCAPE LEGEND SHRUBS / VINES OVERSTORY DECIDUOUS TREE ORNAMENTAL TREE PERENNIALS EDGER BOULDERS A SHREDDED HARDWOOD MULCH (TYP.) B EDGER (TYP.) C SOD (TYP.) DISTURBED AREAS DUE TO GRADING D ROCK MULCH E SEED (TYP.) DISTURBED AREAS DUE TO GRADING ALANDSCAPE KEYNOTES CONIFER TREE A B E D C A E I 1.4 2.1 2.8 2.8 3.7 4.8 4.4 3.3 3.0 2.6 1.9 1.2 1.5 1.9 2.3 2.7 3.7 4.7 4.4 3.2 2.6 2.4 1.8 1.2 1.2 1.1 1.3 1.6 1.9 2.4 3.0 3.6 3.3 2.7 2.2 2.0 1.6 1.1 1.8 1.6 1.3 1.2 1.3 1.5 1.8 2.2 2.4 2.4 2.1 1.9 1.9 1.7 1.3 1.0 1.8 1.8 1.6 1.4 1.4 1.4 1.6 2.1 2.6 2.5 2.0 1.6 1.7 2.1 1.8 1.3 0.9 2.7 2.3 2.0 1.6 1.4 1.4 1.6 1.7 2.3 2.9 2.7 2.1 1.7 2.3 3.0 2.2 1.5 0.9 2.9 2.8 2.1 1.4 1.1 1.3 1.7 1.7 2.4 3.1 2.8 2.4 2.1 3.2 3.4 2.3 1.5 2.1 2.5 2.4 1.6 0.8 0.5 0.4 0.5 0.6 0.9 1.2 1.3 1.4 1.4 2.9 2.7 2.1 1.5 1.6 1.8 1.5 0.9 0.4 0.2 0.2 0.2 0.3 0.4 0.7 1.1 1.2 1.8 3.9 3.3 2.5 1.5 1.6 1.4 1.0 0.5 0.2 0.2 0.2 0.2 0.4 0.6 0.7 1.4 1.5 3.7 4.8 3.9 2.9 1.7 1.8 1.9 1.3 0.7 0.3 0.2 0.2 0.2 0.3 0.4 0.6 1.1 1.2 3.5 4.1 3.7 2.7 1.5 1.5 2.3 3.0 2.4 1.0 0.5 0.3 0.2 0.2 0.3 0.4 0.7 0.9 1.2 3.1 3.3 2.9 2.1 1.5 2.9 4.7 4.0 1.6 1.0 0.5 0.3 0.3 0.3 0.5 0.8 1.0 1.6 3.6 2.8 2.2 1.6 2.0 3.5 5.1 6.7 2.9 1.6 0.6 0.4 0.4 0.4 0.7 1.1 1.4 2.2 3.4 2.8 2.0 1.3 2.6 3.7 4.7 4.4 2.1 1.7 0.8 0.6 0.5 0.6 1.0 1.5 1.9 3.0 3.3 2.7 1.9 1.1 3.4 4.0 4.1 3.4 2.1 1.7 1.1 0.8 0.7 0.9 1.6 2.0 2.3 3.7 3.2 2.5 1.8 1.0 4.2 4.7 4.6 4.7 4.3 3.3 2.5 2.1 1.6 1.2 1.0 1.4 2.4 2.9 3.2 4.1 2.9 2.5 1.7 0.8 5.4 6.6 6.4 6.0 4.9 3.8 3.1 2.7 2.2 1.7 1.5 2.1 3.4 4.0 4.4 4.9 3.6 2.9 1.7 5.9 8.5 9.0 7.1 5.6 4.5 3.7 3.2 2.9 2.4 2.3 2.8 3.9 4.2 5.1 5.5 4.0 3.2 1.6 5.4 9.2 10.3 6.5 4.8 4.4 3.9 3.7 3.7 3.4 3.3 3.4 3.6 3.7 4.4 3.8 3.4 2.7 1.3 1.9 3.1 3.6 3.2 2.6 2.9 2.9 3.1 3.4 3.5 3.4 3.5 3.3 3.2 3.5 2.6 2.4 1.9 0.9 1.2 2.1 2.1 1.2 1.1 1.3 1.8 2.4 3.7 3.8 3.1 2.9 2.8 2.8 3.1 2.2 1.7 1.2 0.6 0.7 1.4 3.1 3.7 2.9 2.4 2.2 2.2 2.1 1.7 1.3 0.8 1.1 1.2 1.4 1.3 1.1 0.8 0.5 BLOCK 1XX XXXXXXX XXXXXXWAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATWATWAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWAT STOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTO E E PANERA4294 SFNOPARKING T FFE=1052.0 o o oooooo XXXLuminaire Schedule Symbol Qty Arrangement Total Lamp Lumens LLF Description Tag MH 2 SINGLE 9831 0.900 DSX0 LED P4 30K T2M MVOLT A 20ft. 1 SINGLE 34485 0.900 DSX2 LED P5 30K T4M MVOLT B 20ft. 2 SINGLE 10876 0.900 DSX0 LED P5 30K T2M MVOLT E 20ft. 1 SINGLE 14820 0.900 DSX0 LED P6 30K TFTM MVOLT D 20ft. 1 BACK-BACK 10876 0.900 DSX0 LED P5 30K T2M MVOLT C 20ft. 1 SINGLE 7841 0.900 DSX0 LED P3 30K TFTM MVOLT I 12ft.N:\0022368.00\DWG\CIVIL\0022368LP01.DWG06/07/19 LAKEVILLE PANERAE100 LAKEVILLE, MNLAKEVILLE PANERALIGHTING PLAN3630 SOUTH GEYER ROAD, SUITE 100ST. LOUIS, MO 63127PANERA, LLC...05/01/19NOT FOR CONSTRUCTION© 2019 Westwood Professional Services, Inc.0'20'40'60' 1" = 20'06/07/19----------------CLIENT UPDATES....20'4' or 2'PROJECT NUMBER: 002236806/07/19SHEET NUMBER: DATE:DATE:PREPARED FOR:Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150VERTICAL SCALE:HORIZONTAL SCALE:DRAWN:CHECKED:DESIGNED:INITIAL ISSUE:REVISIONS:LICENSE NO.GENERAL NOTES ENTER DO NOT TGP25B'S LINE OF SOFFIT/CLG ABOVE 5' - 6"GP30A'S TILE CPT TILE CPT COLD BEV.HOT BEV. G-N-G DINING DINING DINING 16 SEATS 46 SEATS 22 SEATS BUSSING WOMENS MENS CORRIDORDRIVE-THRU SANDWICHSANDWICHTURBOTURBOEGG DT SALADSALADCONSOLIDATION SOUP CATERINGBARISTA CBDICE BAKERY REAR BAKERY SERVICE BREAD SWEETS BAKERS TABLE BAGEL RACK PROOFER 3-COMP DW KITCHEN OFFICE UTILITY CPIFIRE RISER MOP STATIONCO2ELECTRICAL GEARGAS DOUGH COOLERFREEZERCOOLER SOUP THERMAL 5' PREP TABLE 2-COMP COFFEEAM PRODUCTION TILECPTWS6 WS6 HC TILECPTPHONE ARCHWAY BAKERS STORAGE ROOF ACCESS WH WATER SOFTNER BAG-N-BOX CLERESTORY (11FT AFF) 9'-6" SOFFIT 9'-0" SOFFIT 7'-0" BULKHD CLERESTORY (11FT AFF) LOCKERS WALK OFF MAT 4'-0" H CLOSET 4' - 6 1/4" 3' - 7"6' - 11 3/4"DINING 10 SEATS TILE CPT TILE CPT 4' - 1" GP24'S GP25B'S Bakery-Cafe: Consultant Copyright Placeholder Project Number: Drawn By: Issue Date: Sheet Number: DPM:DM: CPM:PB 2016.01Bakery Cafe6/10/2019 5:35:35 PMBRIAN B.DAN C.KEVIN C. O103 OPS PLAN 19-0604 CAO, MH TBD Kendrick AvenueLakeville, MN 55044#6089#6089 171182Permit / Bid Set#6089 LAKEVILLE, MN CAFE INFORMATION 2.0, TABLE SERVICE CBD LIVE CO2 MONITORING NOT REQUIRED SEATING AND SQUARE FOOTING BREAKDOWN TOTAL SQUARE FEET:4,294 GROSS SQ.FT. FRONT OF HOUSE:1,972 SQ. FT. BACK OF HOUSE:2,322 SQ. FT. PATIO: 583 SQ. FT. SEATING BREAKDOWN INTERIOR SEAT COUNT:98 INTERIOR TABLE COUNT: 31 2 TOPS:13 42% 3 TOPS: 0 0% 4+ TOPS:18 58% EXTERIOR SEATING EXTERIOR SEAT COUNT:22 EXTERIOR TABLE COUNT: 11 1/8" = 1'-0" 1 FLOOR PLAN No. Description Date EXTERIOR MATERIALS: PX1 ENDICOTT THIN BRICK, RUNNING BOND, MODULAR SIZE, DESERT IRONSPOT LIGHT SMOOTH ENDICOTT THIN BRICK, RUNNING BOND, MODULAR SIZE, EXECUTIVE IRONSPOT SMOOTH G1 ALUM. STOREFRONT, COLOR: DARK BRONZE PX3 ENDICOTT THIN BRICK CANTED BRICK PROFILE, MODULAR SIZE, MANGANESE IRONSPOT, SMOOTHPX4 F4 FABRIC AWNING, COLOR: SUNBRELLA 'UNITY LEAF' FABRIC CPX COPING: PRE-FINISHED, COLOR: DARK BRONZE PX2 EIFS, DRYVIT OUTSULATION PLUS MD 'LYMESTONE' TEXTURE-PAINTED, COLOR: BENJAMIN MOORE #AF-155 WEIMARANER ENDICOTT THIN BRICK SILL, RUNNING BOND, MODULAR SIZE, MANGANESE IRONSPOT, SMOOTHPX3A PRIMARY SIGN #1 -20" INTERNALLY ILLUMINATED LETTERS PRE-FABRICATED ALUMINUM FLAT SOFFIT CANOPY PANERA LOGO SIGNAGE, 24" x 24" PRE-FABRICATED ALUMINUM FLAT SOFFIT CANOPY PX3 F4 PX2 PX1 PX3 PX3A PX4 CPX G1 G1 PX3A 18' - 6"15' - 8"15' - 0"10' - 0"22' - 0"PRIMARY SIGN #2 -20" INTERNALLY ILLUMINATED LETTERS PRE-FABRICATED ALUMINUM FLAT SOFFIT CANOPY PRE-FABRICATED ALUMINUM FLAT SOFFIT CANOPY PX2 PX3 PX3 PX1 PX4 CPX G1 G1 Bakery-Cafe: Consultant Copyright Placeholder Project Number: Drawn By: Issue Date: Sheet Number: DPM:DM: CPM:PB 2016.01Bakery Cafe6/10/2019 5:35:41 PMBRIAN B.DAN C.KEVIN C. O106 ELEVATIONS 19-0604 CAO, MH TBD Kendrick AvenueLakeville, MN 55044#6089#6089 171182Permit / Bid Set1/8" = 1'-0" 1 EAST ELEVATION 1/8" = 1'-0" 2 NORTH ELEVATION No. Description Date FACADE PERCENTAGES: EAST: • BRICK:523.3 SQFT • EIFS:512.17 • STOREFRONT:352.14 NORTH: • BRICK:930.43 SQFT • EIFS:331.22 • STOREFRONT:276.32 WEST: • BRICK:1278.88 SQFT • EIFS:80.64 • MISC (DOOR):28.07 SOUTH: • BRICK:1217.26 SQFT • EIFS:219.29 • STOREFRONT:101.41 TOTAL FACADE AREA:5,851.13 SQFT • BRICK PERCENTAGE:67.5% • EIFS PERCENTAGE:19.5% • STOREFRONT +MISC:13% EXTERIOR MATERIALS: PX1 ENDICOTT THIN BRICK, RUNNING BOND, MODULAR SIZE, DESERT IRONSPOT LIGHT SMOOTH ENDICOTT THIN BRICK, RUNNING BOND, MODULAR SIZE, EXECUTIVE IRONSPOT SMOOTH G1 ALUM. STOREFRONT, COLOR: DARK BRONZE PX3 ENDICOTT THIN BRICK CANTED BRICK PROFILE, MODULAR SIZE, MANGANESE IRONSPOT, SMOOTHPX4 F4 FABRIC AWNING, COLOR: SUNBRELLA 'UNITY LEAF' FABRIC CPX COPING: PRE-FINISHED, COLOR: DARK BRONZE PX2 EIFS, DRYVIT OUTSULATION PLUS MD 'LYMESTONE' TEXTURE-PAINTED, COLOR: BENJAMIN MOORE #AF-155 WEIMARANER ENDICOTT THIN BRICK SILL, RUNNING BOND, MODULAR SIZE, MANGANESE IRONSPOT, SMOOTHPX3A PRE-FABRICATED ALUMINUM FLAT SOFFIT CANOPY PRE-FABRICATED ALUMINUM FLAT SOFFIT CANOPY PX4 CPX PX2 PX1 PX3 PX3 PAINT TO MATCH PX1 15' - 8"22' - 0"18' - 6"PX3 PRE-FABRICATED ALUMINUM FLAT SOFFIT CANOPY PRE-FABRICATED ALUMINUM FLAT SOFFIT CANOPY PX4 CPX PX1 PX3 PX2 PX3 G1 G1 F4 PX3 PX4 15' - 8"18' - 6"22' - 0"Bakery-Cafe: Consultant Copyright Placeholder Project Number: Drawn By: Issue Date: Sheet Number: DPM:DM: CPM:PB 2016.01Bakery Cafe6/10/2019 5:35:47 PMBRIAN B.DAN C.KEVIN C. O107 ELEVATIONS, CONTINUED 19-0604 MH TBD Kendrick AvenueLakeville, MN 55044#6089#6089 171182Permit / Bid Set1/8" = 1'-0" 1 WEST ELEVATION 1/8" = 1'-0" 2 SOUTH ELEVATION No. Description Date Bakery-Cafe: Consultant Copyright Placeholder Project Number: Drawn By: Issue Date: Sheet Number: DPM:DM: CPM:PB 2016.01Bakery Cafe6/10/2019 5:36:22 PMBRIAN B.DAN C.KEVIN C. O108 EXTERIOR PERSPECTIVES 19-0604 CAO, MH TBD Kendrick AvenueLakeville, MN 55044#6089#6089 171182Permit / Bid SetNo. Description Date1OPS Perspective 2 OPS Perspective 2 3 OPS Perspective 3 City of Lakeville Public Works – Engineering Division Memorandum To: Kris Jenson, Associate Planner From: Alex Jordan, Assistant City Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Dave Olson, Community and Economic Development Director Date: June 13, 2019 Subject: Timbercrest at Lakeville 8th Addition • Preliminary Plat Review • Final Plat Review • Easement Vacation • Site Plan Review • Final Grading and Erosion Control Plan Review • Final Utility Plan Review BBAACCKKGGRROOUUNNDD Panera, LLC. has submitted a preliminary and final plat named Timbercrest at Lakeville 8th Addition, and site plans to construct a 4,294 square-foot Panera restaurant on Lot 1, Block 1, Timbercrest at Lakeville 8th Addition. This is a replat of Lot 2, Block 1, Timbercrest at Lakeville. The proposed development is located east of and adjacent to Interstate Highway No. 35, north of and adjacent to 185th Street (CSAH 60), and west of and adjacent to Kenrick Avenue. The parent parcel consists of Lot 2, Block 1, Timbercrest at Lakeville, zoned PUD, Planned Unit Development District. The final plat consists of two commercial lots within one block on 2.94 acres. The proposed development will be completed by: Developer: Panera, LLC TTIIMMBBEERRCCRREESSTT AATT LLAAKKEEVVIILLLLEE 88TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 1133,, 22001199 PPAAGGEE 22 OOFF 55 Engineer/Surveyor: Westwood Professional Services SSIITTEE CCOONNDDIITTIIOONNSS The existing site contains vacant, undeveloped commercial land that was mass graded with the Timbercrest at Lakeville development. Existing retaining walls, private driveway entrances, storm sewer, watermain and sanitary sewer stubs are located on the property. EEAASSEEMMEENNTTSS Several easements exist on the parent parcel. The following easement shall remain on the parent parcel: • Trail, drainage, and utility easement in favor of City of Lakeville per Doc. Nos. 1845802 and 1845812 The following easements will be vacated with the final plat: • Drainage and utility easement in favor of City of Lakeville per the Timbercrest at Lakeville final plat SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT 185th Street (CSAH 60) Timbercrest at Lakeville 8th Addition is located north of and adjacent to 185th Street, a minor arterial County roadway as identified by the City’s Transportation Plan. Dakota County controls the right-of-way requirements and access locations along 185th Street. 185th Street is currently constructed as a four-lane divided urban roadway adjacent to the plat. A ten-foot wide bituminous trail is located along both sides of 185th Street. The current Dakota County Plat Needs Map dated April 16, 2013 identifies 185th Street as a four-lane divided roadway. The final plat was reviewed and recommended for approval by the Dakota County Plat Commission at its May 28, 2019 meeting. No additional right-of-way dedication is required with the final plat. No access is proposed from the site directly onto 185th Street. Kenrick Avenue Timbercrest at Lakeville 8th Addition is located west of and adjacent to Kenrick Avenue, a minor arterial reliever as identified by the City’s Transportation Plan. Kenrick Avenue is constructed as a four-lane divided roadway, with an eight-foot-wide concrete sidewalk adjacent to the plat. No access is proposed to Kenrick Avenue with the development improvements. Target Private Drive A privately owned and maintained roadway is located along the north side of the parent parcel. Access for the two lots in the subdivision is proposed to be from the existing private driveway entrances located on the parent parcel. The easterly driveway entrance will be shared between Lots 1 and 2, Block 1. A cross access agreement shall be recorded with the TTIIMMBBEERRCCRREESSTT AATT LLAAKKEEVVIILLLLEE 88TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 1133,, 22001199 PPAAGGEE 33 OOFF 55 final plat for the shared driveway and parking lot of Lots 1 and 2, Block 1, Timbercrest at Lakeville 8th Addition. SSIITTEE PPLLAANN The development of Lot 1, Block 1, Timbercrest at Lakeville 8th Addition includes the construction of a one-story 4,294 square foot Panera restaurant, utilities and associated parking. Access to the site will be from two driveway entrances connecting to the adjacent private roadway. The driveway design must include stop signs and stop bars. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility, and building construction shall be from a single rock construction entrance on the privately owned and maintained roadway within the site as shown on the Erosion Control Plan. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS The Park Dedication requirement for the parent parcels has been paid and therefore will not be required with the final plat. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Timbercrest at Lakeville 8th Addition is located within subdistrict ML-72540 of the Marion Lake 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 north side of Lot 2, Block 1 to provide utility service to the two parcels. Privately owned and maintained sanitary sewer will be extended from SAN MH 2 as shown on the utility plan to provide service to the Panera restaurant. The Sanitary Sewer Availability Charge has been collected on the parent parcel and will not be required with the final plat. WWAATTEERRMMAAIINN A 6-inch privately owned and maintained water service will be extended from a private 8-inch water service to provide service to the proposed building. 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. TTIIMMBBEERRCCRREESSTT AATT LLAAKKEEVVIILLLLEE 88TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 1133,, 22001199 PPAAGGEE 44 OOFF 55 DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Timbercrest at Lakeville 8th Addition is located within subdistrict ML-37 of the Marion Lake stormwater district as identified in the City’s Water Resources Management Plan. A public stormwater management basin constructed with the Timbercrest at Lakeville development provides water quality volume and rate control for the parent parcel. The basin is located on Outlot N, Timbercrest at Lakeville. Avalon-Timbercrest 1, LLC intends to modify the existing basin to include a filtration bench to provide the necessary water quality volume for the parent parcel. The stormwater management basin shall be constructed prior to issuance of a Certificate of Occupancy for Lot 1, Block 1, Timbercrest at Lakeville 8th Addition. 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. Timbercrest at Lakeville 8th 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 Timbercrest at Lakeville 8th Addition includes the construction of a private storm sewer system. Private storm sewer constructed within the lot will convey runoff to the existing privately owned and maintained storm sewer stubs located on the parent parcel. The Trunk Storm Sewer Area Charge has been collected and will not be required with the final plat. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the building permit application and final construction plans. RREETTAAIINNIINNGG WWAALLLLSS Existing retaining walls are located within the parent parcel. Prior to City Council consideration of the final plat, the Developer shall enter into a private maintenance agreement for the existing retaining walls crossing multiple property boundaries. TTIIMMBBEERRCCRREESSTT AATT LLAAKKEEVVIILLLLEE 88TTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT JJUUNNEE 1133,, 22001199 PPAAGGEE 55 OOFF 55 FEMA FLOODPLAIN ANALYSIS Timbercrest at Lakeville 8th 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 five significant trees located south of the retaining wall on the site. None of the trees will be removed as a part of this development. 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, easement vacation, site plan, grading and erosion control plan, and utility plan for Timbercrest at Lakeville 8th Addition, subject to the requirements and stipulations within this report.