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HomeMy WebLinkAboutCOMPEER PLAT1 City of Lakeville Planning Department Memorandum To : Planning Commission From: Frank Dempsey, AICP, Associate Planner Date: March 16, 2018 Subject: Packet Material for the March 22, 2018 Planning Commission Meeting Agenda Item: Consideration of a Compeer Financial First Addition preliminary plat Application Action Deadline: June 20, 2018 INTRODUCTION Representatives of Compeer Financial have submitted applications for a preliminary plat and a final plat to allow the development of a 30,000 square foot office building located north of Keswick Loop, south of 210th Street (CSAH 70) and adjacent to and west of Interstate 35. Compeer Financial is an agricultural lender with 47 offices in western and southern Wisconsin, southern and eastern Minnesota and northern Illinois. The local offices are presently located in Apple Valley and in Northfield which would be consolidated into this new office location and would employee approximately 100 people. The plans have been reviewed by Planning Department, Engineering Division and Parks and Recreation Department staff and the Dakota County Plat Commission. The following exhibits are attached for your information: EXHIBITS A. Location and Zoning Map B. Aerial Photo 2 C. Certificate of Survey D. Preliminary Plat E. Final Plat F. Grading, Drainage and Erosion Control Plan G. Utility Plan H. Site Plans and Signage Plan (2 Pages) I. Landscape Plan J. Exterior Elevations (2 Pages) K. Site Lighting Plan L. Dakota County Plat Commission letter, dated February 22, 2018 PLANNING ANALYSIS PRELIMINARY AND FINAL PLAT Background. The subject property totaled 10 acres prior to Dakota County acquisition of approximately 4.5 acres as part of the 2008 I-35/CSAH 70 Interchange Improvement Project. Prior to 1990, Keokuk Avenue ran along the east boundary of the subject property. Existing Conditions. The subject parcel is an unplatted, metes and bounds described 5.58 acre property. The topography is moderately sloped with grass, wetland and light tree cover. Comprehensive Plan. The comprehensive plan guides the property for commercial development. The proposed Compeer Financial office building is consistent with the guided commercial use designation of the property. Zoning. The property is zoned C-3, General Commercial District which allows financial institutions, professional and general office buildings as permitted uses. Surrounding Land Uses and Zoning North – 210th Street (CSAH 70) South – Keswick Loop (C-3 District) East – Interstate 35 on/off ramps West – Five acre undeveloped parcel (C-3 District) MUSA. The proposed preliminary and final plat of Compeer Financial First Addition is within the current MUSA (Metropolitan Urban Service Area) and can be served with City sanitary sewer, water and storm sewer infrastructure. 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. The criteria are 3 primarily related to the ability to provide sewer, water, storm sewer and transportation facilities. Staff has determined that the Compeer Financial First Addition is not a premature subdivision. Lot Requirements. Lots within the C-3 District must provide 20,000 square feet of lot area and 100 feet of lot width as measured at the front setback line. The overall area of proposed Lot 1, Block 1, Compeer Financial First Addition is 3.39 acres. The lot width at the front setback line along Keswick Loop is 405 feet. Proposed Outlot B is 1.42 acres in area and will have 155 feet of frontage abutting Keswick Loop. Outlot. The preliminary plat proposes one outlot which, will be dedicated to the City for wetland protection purposes. The final plat includes two outlots. Outlot A includes a 0.77 acre wetland and wetland buffer area that will be deeded to the City as required for wetland protection and stormwater management purposes. Outlot B totals 1.4 acres and will be retained by the developer for a future commercial lot. Approval of the preliminary plat identifying the proposed Lot 2 will allow the lot to be platted in the future requiring only final plat and site plan approval. Streets and Access. Compeer Financial First Addition abuts two public streets. 210th Street (CSAH 70) is an A-minor arterial roadway under the jurisdiction of Dakota County right-of- way. Keswick Loop is classified as a major collector roadway. No additional right-of-way is required for either 210th Street or Keswick Loop. Trails and Sidewalks. A 10-foot wide bituminous trail is located along the south side of 210th Street. Keswick Loop is designed as rural section road, so no sidewalk will be constructed along Keswick Loop with the development of Lot 1. Compeer Financial proposes the construction of a private sidewalk between the parking lot and 210th Street which will allow employees to access the trail at that location. Park Dedication. The City’s Park and Open Space Plan does not identify any park land needs in the area of the Compeer Financial First Addition preliminary and final plat. Therefore, park dedication requirements are to be satisfied as a cash fee in lieu of land as required by the Subdivision Ordinance. Lot 1, Block 1 is subject to park dedication fees. Outlot B will pay the park dedication fee at the time of final plat. The park dedication fee is calculated as follows: 3.39 acres x $7,693/acre = $26,079.27 Area of Lot 1, Block 1 Commercial Park Dedication Total Compeer Financial First Addition Dedication Fee Rate Tree Preservation. Two significant trees are located on the property in the area of the wetland. Those two trees will be saved with the proposed development. Wetlands. A wetland delineation was completed by Anderson Engineering in September, 2017. Two wetlands were identified and delineated on the property. No wetland impacts are proposed with the Compeer Financial development. The wetland and wetland buffer areas will be placed within Outlot A and deeded to the City with the final plat. 4 Grading and Utilities. Grading, drainage, erosion control and utility plans have been submitted to the Engineering Division for review. Sewer utilities serving the Compeer Financial First Addition plat as well as the adjacent properties to the west are located along the south side of 210th Street. Water is located on the north side of 210th Street and must be bored beneath the road to serve the south side of 210th Street and the Compeer Financial building and a future building on Outlot B. All grading, drainage and erosion control items must be completed as outlined in the attached March 14, 2018 engineering report. SITE PLAN The Compeer Financial building will be situated near the southeast corner of the site and directly adjacent to the minimum required 30 foot setback to the east property line west of the I-35 on-ramp. The parking lot will be located west and north of the building and will be accessed from Keswick Loop. Setbacks. Setbacks for buildings and parking within the C-3 District are as follows: Yard Abutting Streets Sides (interior) Parking (abutting streets) Parking (interior) Setback 30 feet 10 feet 15 feet 5 feet The building and parking lot comply with the setback requirements. Access. Compeer Financial will have a single access drive onto Keswick Loop. Outlot B will also have a separate access to Keswick Loop. Parking. The proposed 30,000 square foot office building requires a minimum of 135 parking spaces at a ratio of one space for each 200 square feet of gross building floor area, minus an allowable 10% floor area credit. A total of 144 parking spaces are proposed. A minimum of five handicapped accessible parking spaces are required for this site. Parking requirements are calculated as follows: 30,000 sf – 10% = 27,000 / 200 = 135 spaces The parking aisles, stall width and stall depth all meet the minimum size and dimension requirements of the Zoning Ordinance as follows: Stall Width: Nine feet Stall Depth: 20 feet or 18 feet with a two-foot overhang Aisle Width: 24 feet 5 Building Design/Height. The exterior materials of the building include architectural pre-cast concrete panels, two types of face brick, glass and pre-finished architectural metal panels. Roof-top mechanical units will include screening structures to reduce visibility of the roof-top units. The building will be 34 feet tall at the top of the parapet wall. The Zoning Ordinance allows a maximum building height of 35 feet. The proposed building materials and height meet Zoning Ordinance requirements. Exterior Trash Storage. Refuse and recycling containers not stored inside the building are required to be stored within an enclosure in accordance with Zoning Ordinance design standards. The enclosure must be constructed of similar exterior materials to that of the principal building. The enclosure must be a minimum of six feet tall or one foot taller than any container stored in the enclosure. The exterior to the enclosure must be constructed of materials compatible with the office building and must include a durable maintenance free material gate. Landscaping. The landscape plan consists of a mixture of evergreen and deciduous trees throughout the site with a row of shrubs around the parking lot perimeter and around the building. The plan proposes 24 conifer and 47 deciduous trees including 304 various shrubs in addition to perennial plants. An in-ground irrigation system for landscaping maintenance is proposed as required by the Zoning Ordinance. The proposed landscaping is consistent with Zoning Ordinance requirements and the Corridor and Gateway Design Study standards. A cash or letter of credit financial security totaling shall be submitted prior to the issuance of a building permit to guarantee installation of the landscaping per the approved landscape plan. Signage. The property is located in the Freeway Corridor District which allows additional area and height for a freestanding sign. Each commercial property is allowed one freestanding sign (pylon or monument) not to exceed 150 square feet in area and 30 feet in height. A building on a corner lot is allowed two wall signs of which each must abut a public street. Each wall sign is allowed a maximum of 100 square feet of area. The site plan proposes a wall sign on the north and east walls of the building, each totaling 100 square feet. A monument sign is proposed near the driveway entrance of Lot 1 at Keswick Loop and will total 16.5 square feet in area and 5.5 feet in height. Lighting. The exterior lighting plan includes both parking lot and building exterior lighting. All lights will be downcast LED fixtures. The plan includes 11 light poles and 14 light fixtures on the poles in the parking lot area. Eleven (11) downcast wall mounted light fixtures are proposed along the building walls. The average foot candle (fc) measurement throughout the site will be 1.8 fc. None of the foot candle measurements exceed 1.0 fc at the public road right-of-way as required by the Zoning Ordinance. 6 RECOMMENDATION Planning Department staff recommends approval of the Compeer Financial First Addition preliminary and final plat subject to the following stipulations: 1. The site shall be developed in accordance with the approved preliminary and final plat plans and in compliance with Zoning Ordinance requirements. 2. The site shall be developed in accordance with the recommendations listed in the March 14, 2018 engineering report. 3. Outlot A, Compeer Financial First shall be conveyed to the City. 4. The property owner shall be responsible for maintenance of all landscaping, including within the boulevard. A cash or letter of credit financial security of $30,000 shall be submitted to guarantee installation of the landscaping per the approved landscape plan. 5. Site lighting shall be installed in accordance with the approved lighting plan and shall meet the requirements of the Zoning Ordinance. 6. 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. 7. Snow storage shall not occur within required parking spaces and vehicle driving lanes. cc: David Olson, Community and Economic Development Director Alex Jordan, Civil Engineer Mac Cafferty, Environmental Resources Manager RA RM-1 C-3 PUD C-3 C-3 C-3 C-3 RA §¨¦35456770 207TH ST W KEOKUK AVEKEOKUKAVEKESWICK LOOP Ü COMPEER FINANCIAL FIRST ADDITION EXHIBIT A COMPEER FINANCIAL FIRST ADDITION Property Information February 21, 2018 0 450 900225 ft 0 130 26065 m 1:4,800 Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. EXHIBIT B EXHIBIT C EXHIBIT D EXHIBIT E SHEET NO: DATE: DRAWN BY: CHECKED BY: SCALE: APPROVED BY: PROJECT NO.: REG. NO.:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DESCRIPTION: INFORMATION: REVISIONDATE Engineering, PLLC. CONSULTING CIVIL ENGINEERS 10830 NESBITT AVENUE SOUTH BLOOMINGTON, MINNESOTA 55437 (952) 881-3344 TELEPHONE (952) 881-1913 FAX www.sundecivil.com Sunde BRIAN H. MUNDSTOCK 17-557 Graphic 11-09-2017 1 of 7 C1 2346803-02-2018 CITY PLAN REVIEW COMMENTS03-02-2018 PLAT APPLICATION DOCUMENTS02-06-2018 NEW SITE PLAN01-31-2018 SUBDIVISION SKETCH PLAN01-05-2018 WALL HEIGHTS / WEST GRADING11-10-2017 GOPHER STATE ONE CALL WWW.GOPHERSTATEONECALL.ORG (800) 252-1166 TOLL FREE (651) 454-0002 LOCAL PRELIMINARY NOT FOR CONSTRUCTION EXHIBIT F SHEET NO: DATE: DRAWN BY: CHECKED BY: SCALE: APPROVED BY: PROJECT NO.: REG. NO.:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DESCRIPTION: INFORMATION: REVISIONDATE Engineering, PLLC. CONSULTING CIVIL ENGINEERS 10830 NESBITT AVENUE SOUTH BLOOMINGTON, MINNESOTA 55437 (952) 881-3344 TELEPHONE (952) 881-1913 FAX www.sundecivil.com Sunde BRIAN H. MUNDSTOCK 17-557 Graphic 11-09-2017 2 of 7 C2 2346803-02-2018 CITY PLAN REVIEW COMMENTS03-02-2018 PLAT APPLICATION DOCUMENTS02-06-2018 NEW SITE PLAN01-31-2018 SUBDIVISION SKETCH PLAN01-05-2018 WALL HEIGHTS / WEST GRADING11-10-2017 EXHIBIT G EXHIBIT H 9 19 13 13 10 20 8 14 19 3 5 11 NO PARKINGNO PARKINGNO PARKING22,425 GSF 3 STORY OFFICE BLDG (FUTURE) (101 PARKING STALLS REQ'D) SIGN TYPE 1 (SIM) SIGN TYPE 2 SIGN TYPE 2 115'65'OUTLOT A OUTLOT B 9 13 2121 14 5 17 INFILTRATION POND PRE- TREATMENT POND 17' MIN WETLAND BUFFER 30' FRONT YARD SETBACK WETLAND #2 2 STORY OFFICE BLDG 30,000 SF 144 STALLS 307' - 7"148' - 7" 30' FRONT YARD SETBACK 15' KESWICK LOOP INTERSTATE 35 ENTRANCE RAMPINTERSTATE 35 EXIT RAMP210TH STREET WEST WETLAND #1163' - 7"400' - 0"10' SIDE YARD SETBACK TRASH DUMPSTER ENCLOSURE WITH MASONRY WALLS AND METAL PANEL DOORS ON CIP CONCRETE PAVING CIP CONCRETE SIDEWALKS AND PATIO POTENTIAL FUTURE DEVELOPMENT SHOWN BITUMINOUS PAVING WITH CIP CONCRETE CURBS AND GUTTERS - SEE CIVIL FIRST FLOOR 100'-0" (1108.0') 10' REAR YARD SETBACK LARGE FORMAT STACKED MODULAR CONCRETE RETAINING WALL -ROCK FACED TEXTURE COLOR STAINED BRICK VENEER FACED CIP CONCRETE RETAINING WALL 30' FRONT YARD SETBACK 5' WIDE BITUMINOUS TRAIL - SEE CIVIL NEW CURB CUT UP24' - 0"TYP PARKING DIMENSIONS LIGHT POLE 15' MIN SIGN TYPE 1 FUTURE CURB CUT 20' - 0"18' - 0"24' - 0"9' - 0"2' - 2" 4" 3' - 0" 3 1/2"5' - 5"3 1/2"5' - 6"6' - 0" 1234 KESWICK LOOP BRICK VENEER ON MASONRY TO MATCH BUILDING PRECAST CAP INTERNALLY ILLUMINATED SIGN BOX, DOUBLE-FACED SIMILAR FUTURE SIGN FOR OUTLOT B TO HAVE DIFFERENT LOGO AND ADDRESS 4' - 3"23' - 0" INDIVIDUAL FABRICATED CHANNEL LETTERS AND LOGO WITH INTERNAL LED BACKLIGHTING SETBACKS CITY OF LAKEVILLE ZONING SECTION 11-73-__ PARKING SETBACKS, COMMERCIAL DISTRICT FRONT YARD.................................15'-0" SIDE YARD ABUTTING A STREET 15'-0" SIDE AND REAR YARD INTERIOR 5'-0" SECTION 11-73-13 BUILDING SETBACKS, C3 DISTRICT FRONT YARD..................................30'-0" REAR YARD....................................10'-0" SIDE YARD ABUTTING A STREET 30'-0" SIDE YARD.....................................10'-0" Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2018 Location C:\Revit Projects\17060 - Compeer Financial_R18_KDR.rvt 3/5/2018 9:08:58 AMA217.060 SITE PLAN Date 16362 MRW COMPEER FINANCIAL OFFICE BUILDING KESWICK LOOP LAKEVILLE, MINNESOTA PLATTING SUBMITTAL 02/07/2018 REVISION 03/02/2018 SCALE: 1" = 30'-0"A2 1 ARCHITECTURAL SITE & SIGNAGE PLAN 0 15'30' 60' N SIGN TYPE 1 - MONUMENT SIGN SIGN TYPE 2 - WALL SIGN - 100 SF MAX DRAWN BYSCALEPROJ. NO.DATESHEETDESCRIPTIONDATENO.3 0 3 0 H a r b o r L a n e N o r t h , S T E 1 3 1P l y m o u t h M i n n e s o t a 5 5 4 4 77 6 3 . 3 8 3. 8 4 0 0f a x 7 6 3 . 3 8 3 . 8 4 4 0SITE PLANNING LANDSCAPE ARCHITECTUREINC.LANDSCAPE PLAN06FEB18-SignedDate 02MAR18Robert J. MuellerReg. No. 19306I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision, and that I am a duly licensedLandscape Architect under the laws of theState of Minnesota.GRAPHIC17-55709NOV17COMPEER FINANCIAL INSITES 18-002 LAKEVILLE, MN -- FIRST ADDITIONCITY COMMENTS/SITE PLAN UPDATE02MAR18-L1LANDSCAPE PLAN Know what'sbelow.before you dig.CallRCOMPACT UNDER ROOT BALLBROKEN BRANCHESLOOSEN ROOT MASSFINISH GRADE1" ABOVE EXISTING GRADECOMPACTED SUBGRADEPLANTING SOILSET CROWN OF ROOT BALL REMOVE DEAD AND4" DEPTH MULCHREMOVE BURLAP. AND WIRE BASKET UNDER ROOT BALLCOMPACTED SUBGRADECOMPACT SOIL BROKEN BRANCHESTREE WRAP - STAKING & GUYING FALL PLANTING ONLY1" ABOVE EXISTING GRADESET CROWN OF ROOT BALL 4" DEPTH MULCHFINISH GRADEAS NEEDEDDO NOT CUT MAIN LEADERREMOVE DEAD ANDMAINTAIN NATURAL TREE FORM.BROKEN BRANCHES,DO NOT CUT MAIN LEADER,REMOVE DEAD AND(NO MULCH AGAINST TRUNK)NOTES:- CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR PLANTING IN ALL R.O.W.- LANDSCAPE CONTRACTOR SHALL VERIFY ALL UTILITIES WHICH MAY EFFECT HIS WORK.- LANDSCAPE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHERS AT SITE AND COMPLETE HIS WORK PEROWNERS CONSTRUCTION SCHEDULE.- ALL PLANT MATERIALS SHALL BE GUARANTEED ONE (1) FULL YEAR UPON TOTAL COMPLETION AND ACCEPTANCE BYOWNER, WITH ONE TIME REPLACEMENT AT APPROPRIATE TIME OR UPON REQUEST OF OWNER.- REPLACEMENT TOPSOIL SHALL BE CLEAN, FREE OF STONES, WEEDS, AND OTHER UNDESIRABLE DEBRIS.- PLANTING SOIL MIX (INCIDENTAL COST ITEM)1. MIX 1 LB. 5-20-20 COMMERCIAL FERTILIZER PER CU. YD. TOPSOIL2.THOROUGHLY MIX 1-PART SAND AND 1-PART PEAT MOSS WITH 5-PARTS FERTILIZER AND TOP SOIL.- USE PLANTING SOIL AT ALL LOCATIONS PER DETAILS THIS SHEET.- LANDSCAPE CONTRACTOR SHALL VERIFY TOPSOIL DEPTH AND NOTIFY OWNER OF ANY DEFICIENCY.- SOD SHALL BE CULTURED WITH PREDOMINATELY KENTUCKY BLUEGRASS SEED OF RECENT DISEASE RESISTANTINTRODUCTIONS. NO GUARANTEE ON SOD EXCEPT ANY SOD NOT SATISFACTORY AT TIME OF COMPLETION INSPECTIONSHALL BE PROMPTLY REPLACED PRIOR TO COMPLETION OF JOB. STAKE SOD ON SLOPES 3:1 AND GREATER.- WHERE EXISTING CONCRETE/ ASPHALT AREAS ARE TO BE REPLACED WITH LANDSCAPING, PROVISIONS SHOULD BETAKEN TO COORDINATE EXCAVATION OF SUBSOIL TO A DEPTH OF 2' WITH GRADING CONTRACTOR. REPLACE WITHCOMPACTED TOPSOIL. ALL AREAS TO BE LANDSCAPED AND SODDED SHALL BE GRADED SMOOTH AND EVEN.- LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR SODDING ALL AREAS WHICH ARE DISTURBED BY CONSTRUCTIONINCLUDING ALL R.O.W. AND ADJACENT PROPERTIES.- LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING BLANKET ON ALL SEEDED AREAS THAT ARE SLOPED.MULCH APPLICATION FOR ALL OTHER SEEDED AREAS SHALL BE EITHER HYDROMULCH OR DISKED STRAW DEPENDING ONSEED TYPE, APPLICATION, AND OWNER REQUEST.- LANDSCAPE CONTRACTOR TO INSTALL 'VALLEY VIEW', "BLACK DIAMOND" EDGING AROUND ALL PLANTING BEDS ASSHOWN ON THIS PLAN.- ALL MULCH TO BE FINELY SHREDDED HARDWOOD ORGANIC BARK MULCH. NO DYED MULCHES. INSTALL 4" DEPTH. NOFILTER FABRIC BENEATH ORGANIC MULCHES. NO EDGING AROUND ALL TREES OUTSIDE SHRUB BEDS.- IF SPECIFIED; ALL GRAVEL MULCH SHALL BE 1"+ DIA. WASHED "RIVER ROCK". INSTALL 4" DEPTH WITH APPROVED WEEDFABRIC BARRIER IF INDICATED PLAN.- LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR IRRIGATION SYSTEM INSTALLATION PER SHEET I1. DESIGN SHALL BEAPPROVED BY OWNER PRIOR TO INSTALLATION. IRRIGATION DESIGN SHOULD ENCOMPASS ALL LANDSCAPE AREAS WITHSOD AND/ OR PLANTINGS, FROM CURB TO CURB. R.O.W. SHOULD BE IRRIGATED FROM SPRINKLER HEADS LOCATEDWITHIN PROPERTY BOUNDARY. CARE SHOULD BE TAKEN IN VICINITY OF ALL WALKS AND DRIVES TO MINIMIZE OVERSPRAY. COORDINATE INSTALLATION OF ALL PVC SLEEVE UNDER DRIVE AREAS WITH GENERAL CONTRACTOR.- LANDSCAPE CONTRACTOR SHALL CLEAN ALL PAVEMENT AREAS AFTER ALL LANDSCAPE INSTALLATION IS COMPLETE ANDACCEPTED BY OWNER AND DAILY AS DEEMED NECESSARY BY THE CITY.- GENERAL CONTRACTOR TO SWEEP PAVEMENT AREAS PRIOR TO TURN OVER TO OWNER.1036" HT.Pinus mugo 'Tannenbaum'MUGO TANNENBAUMpotMT12' x 6'pot82MJ4' x 5'Juniperus chinensis 'Maneyi'MANEY JUNIPER1410' HTPinus sylvestrisSCOTCH PINEB&BSP50' x 35'pot81LS2' x 3'12" HTHemerocallis 'Lavender Stardust'LAVENDER STARDUST DAYLILYB&B2.5" CAL.Acer rubrum 'Northwood'NORTHWOOD MAPLENMCOMMON NAMEBOTANICAL NAMESIZEQUANTITYPLANT MATERIALTYPEROOTHEIGHT'XWIDTH'SEED SPEC: NATIVE SPECIES SEED MIXES ARE FROM PRAIRIE NURSERY (WWW.PRAIRIENURSERY.COM,1-800-GRO-WILD). CONTACT PRAIRIE NURSERY FOR SPECIFIC PLANTING INSTRUCTIONS. FALL SEEDING ISPREFERABLE (AUG. 20 TO OCT. 20). SPRING SEEDING SHOULD BE BETWEEN MARCH 15- MAY 15. NOSUMMER SEEDING.pot210BB5' x 6'Andropogon gerardiiBIG BLUESTEM2.5" CALQuercus albaWHITE OAKB&BWO50' x 50'17Juniperus chinensis 'var. sargentii Viridis'GREEN SARGENT JUNIPERpotSJ20'' x 8'OVERSTORYTREESAronia arbutifolia 'Brilliantissima'BRILLIANTISSIMA RED CHOKEBERRYpotRC5' x 5'UNDERSTORYTREESEVERGREENTREESSHRUBSB&B2.5" CAL.Gleditsia tricanthos var. inermis 'Skycole'SKYLINE HONEYLOCUSTSL50' x 30'GRASSES8131458pot28SU10' x 15'Rhus typhina STAGHORN SUMACpot79GL2' x 7'Rhus aromatica 'Gro-Low'GRO-LOW FRAGRANT SUMACpot159KF4' x 30"Calamagrotis x acutiflora 'Karl Forester'KARL FORESTER FEATHER REED GRASSB&B7SD20' x 20'2" CAL.Malus 'Snowdrift'SNOWDRIFT CRABB&B7QAQUAKING ASPEN10' HTPopulus tremuloides50' x 25'EDGING - 560 LF50' x 35'PERENNIALSSOD - 2,273 SYMULCH - 122 CYMN STATE SEED MIX 35-221 - DRY PRAIRIE GENERAL (OR APPROVED EQUAL).PROVIDE EROSION CONTROL BLANKET ON SIDE SLOPES.3,045 SYMN STATE SEED MIX 33-262 - DRY SWALE/POND (OR APPROVED EQUAL). PROVIDEEROSION CONTROL BLANKET ON SIDE SLOPES.1,474 SY36" HT18" HT18" HT18" HT18" HT12" HT12" HTMN STATE SEED MIX 25-131 - LOW MAINTENANCE TURF (OR APPROVED EQUAL).PROVIDE EROSION CONTROL BLANKET ON SIDE SLOPES.7,056 SY30MJ7GL20KF5SL1NM3SP2NM1SL3SP2SL2SP1SL22BB6GL21KF2SL4GL18KF3SP11SU3SP3SU3WO3SU2SU4WO8BB2 MJ2NM3SL9SU8 GL13 BB16 MJ29 BB1 NM14 GL5 SJ13 RC22 KF8MJ16 BB6 GL25 KF5 RC4 RC18 BB3 QA2 QA2 MT8 BB6 BB3 RC12 BB4RC7GL5MJ3MT7MJ1MT8BB4 MJ3 RC7 RC12LS1 MT1 SD1 SD2 SD1 NM7 GL16 KF15 LS16 BB4MJ7RC6 BB14BB12LS6BB4SJ4SJ5GL18 KF10BB4SJ6RC11BB2RC9 KF3 SD6 MJ3 MT10LS25 LS4" MULCH& EDGING4" MULCH4" MULCH4" MULCH4" MULCH4" MULCH4" MULCH4" MULCH4" MULCH& EDGING4" MULCH& EDGING4" MULCH& EDGING4" MULCH& EDGING4WO4" MULCH& EDGING2WO10 KFPLOTTING NOTE: PLANS PLOTTED TO 11x17SHEET SIZE ARE 12 SCALE- 1"=60'.300153060NORTHSCALE:1" = 30'7 GL2 QA1NM7BB4 RC5 GL3 GL4" MULCH& EDGING7 LSEXHIBIT I Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2018 Location C:\Revit Projects\17060 - Compeer Financial-SPR_R18_KDR.rvt3/2/2018 7:51:10 AMA417.060 PERSPECTIVE VIEWS Date 16362 MRW COMPEER FINANCIAL OFFICE BUILDING KESWICK LOOP LAKEVILLE, MN Main Entrance Aerial Looking SE Training Center Entrance (North Elevation) Aerial View Looking NE Perspective from Interstate (Looking NW) NOTE: GRADE CHANGES NOT REFLECTED IN PERSPECTIVES AT THIS TIME. SEE ELEVATIONS PLATTING SUBMITTAL 02/07/2018 EXHIBIT J 1st Floor 100'-0" 2nd Floor 114'-0" T/ Parapet 131'-10" T/ Parapet 130'-0' 1st Floor 100'-0" 2nd Floor 114'-0" T/ Parapet 131'-10" T/ Parapet 134'-2" 1st Floor 100'-0" 2nd Floor 114'-0" T/ Parapet 131'-10" T/ Parapet 134'-2" T/ Parapet 131'-10" T/ Parapet 134'-2" T/ Parapet 134'-2" RTU WITH DECORATIVE SCREEN HEAVY TIMBER COLUMNSHEAVY TIMBER COLUMNS EXTERIOR WALL TYPE 2 METAL PANEL EXTERIOR WALL TYPE 2 METAL PANEL EXTERIOR WALL TYPE 2 METAL PANEL EXTERIOR WALL TYPE 1 BRICK 1 EXTERIOR WALL TYPE 1 BRICK 1 (WITH RECESSED COURSES) EXTERIOR WALL TYPE 1 BRICK 1 (WITH RECESSED COURSES)EXTERIOR WALL TYPE 1 BRICK 2EXTERIOR WALL TYPE 1 BRICK 2 RTU WITH DECORATIVE SCREEN HEAVY TIMBER COLUMNS RTU WITH DECORATIVE SCREEN SKYLIGHT EXTERIOR WALL TYPE 1 BRICK 3 EXTERIOR WALL TYPE 1 BRICK 2 ARCHITECTURAL PRECAST EXTERIOR WALL TYPE 1 BRICK 2 EXTERIOR WALL TYPE 1 BRICK 2 EXTERIOR WALL TYPE 1 BRICK 1 (WITH RECESSED COURSES) RETAINING WALL STEPS AND RAILING EXTERIOR WALL TYPE 1 EXTENDED FOUNDATION WALL AS REQ'D EXTERIOR WALL TYPE 1 EXTENDED FOUNDATION WALL AS REQ'D RETAINING WALL ARCHITECTURAL PRECAST EXTERIOR WALL TYPE 1 BRICK 2 ARCHITECTURAL PRECAST EXTERIOR WALL TYPE 1 BRICK 1 (WITH RECESSED COURSES) EXTERIOR WALL TYPE 1 BRICK 3 EXTERIOR WALL TYPE 1 BRICK 1 EXTERIOR WALL TYPE 1 BRICK 2 Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2018 Location C:\Revit Projects\17060 - Compeer Financial-SPR_R18_KDR.rvt3/2/2018 7:51:09 AMA317.060 ELEVATIONS Date 16362 MRW COMPEER FINANCIAL OFFICE BUILDING KESWICK LOOP LAKEVILLE, MN SCALE: 1/8" = 1'-0"A3 1 ELEVATIONS 0 4'8' 16' WEST ELEVATION SOUTH ELEVATION EAST ELEVATION NORTH ELEVATION PLATTING SUBMITTAL 02/07/2018 Dakota County Surveyor’s Office Western Service Center  14955 Galaxie Avenue  Apple Valley, MN 55124 952.891-7087  Fax 952.891-7127  www.co.dakota.mn.us February 22, 2018 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: COMPEER FINANCIAL FIRST ADDITION The Dakota County Plat Commission met on February 20, 2018, to consider the preliminary plat of the above referenced plat. The plat is adjacent to County State Aid Highway (CSAH) 70, and is therefore subject to the Dakota County Contiguous Plat Ordinance. The proposed plat includes a two-story office building located west of Interstate 35 and south of CSAH 70. The right-of-way needs are 75-feet of half right of way have been met. Restricted access symbols should be shown along all of CSAH 70. A quit claim deed to Dakota County for restricted access is required with the recording of the plat mylars. The Plat Commission has approved the preliminary plat provided that the described conditions are met, and reviewed the final plat and recommends approval to the County Board of Commissioners provided that the described conditions are met. Traffic volumes on CSAH 70 are 10,200 ADT and are anticipated to be 19,000 ADT by the year 2030. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Please contact Gordon McConnell regarding permitting questions at (952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, Todd B. Tollefson Secretary, Plat Commission c: EXHIBIT L City of Lakeville Public Works – Engineering Division Memorandum To: Frank Dempsey, Associate Planner 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 David Olson, Community and Economic Development Director Date: March 14, 2018 Subject: Compeer Financial First Addition • Preliminary Plat Review • Site Plan Review • Grading and Erosion Control Plan Review • Utility Plan Review • Tree Preservation Plan BBAACCKKGGRROOUUNNDD Carlson Commercial, on behalf of Compeer Financial, has submitted a preliminary plat named Compeer Financial First Addition (Compeer) and plans to construct a two-story office building and parking improvements. The proposed development is located south of and adjacent to 210th Street W (CSAH 70), west of and adjacent to the Interstate 35/CSAH 70 entrance/exist ramp, and north of and adjacent to Keswick Loop. The parent parcel consists of one meets and bounds parcel zoned C-3, General Commercial District (PID No. 220350001012). The preliminary plat consists of one lot within one block and two outlots on 5.58 acres. The outlots created with the preliminary plat shall have the following uses: Outlot A (0.77 acres): Wetland and buffers; to be deeded to the City. Outlot B (1.42 acres): Future development; to be retained by the Developer CCOOMMPPEEEERR FFIINNAANNCCIIAALL FFIIRRSSTT AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1144,, 22001188 PPAAGGEE 22 OOFF 66 The proposed development will be completed by: Developer: Carlson Commercial Engineer/Surveyor: Sunde Engineering/Land Surveying SSIITTEE CCOONNDDIITTIIOONNSS The existing site contains undeveloped agricultural land that slopes from the south to a delineated wetland in the northeast corner of the property. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT 210th Street (CSAH 70) Compeer is located south of and adjacent to 210th Street (CSAH 70), a minor arterial county roadway, as identified in the City’s Transportation Plan. 210th Street is constructed as a four- lane divided roadway with bituminous trails along both sides of the roadway within 160-feet of right-of-way. No additional right-of-way will be required with the final plat. Keswick Loop Compeer is located north of and adjacent to Keswick Loop, a Major Collector roadway, as identified in the City’s Transportation Plan. Keswick Loop is constructed as a two-lane undivided rural roadway within 80-feet of right-of-way. No additional right-of-way will be required with the final plat for Keswick Loop. Access to the Compeer site is proposed from a single driveway on Keswick Loop. An additional access on Keswick Loop will be required for Outlot B at the time that it is final platted into lots and blocks, which must meet the City’s minimum driveway spacing requirements. The future upgrade fee for Kewsick Loop will be required to be paid with the final plat, calculated as a length of Lot 1, Block 1 adjacent to Keswick Loop. The future upgrade fee for Outlot B will be collected at the time that it is final platted into lots and blocks. SSIITTEE PPLLAANN Compeer includes the construction of a 2-story office building. Access to the site will be from one driveway entrance along Keswick Loop, on the south plat boundary. The driveway design shall include a stop sign and stop bar. A culvert will be installed under the proposed driveway, which is necessary until such time that Keswick Loop is improved to an urban roadway. The Developer shall provide an escrow with the final plat for the future construction of a commercial driveway apron and removal of the driveway culvert, which will be constructed at the time Keswick Loop is improved to an urban roadway. An at-grade parking lot will be constructed to provide for employee and guest parking meeting the minimum parking requirements. CCOOMMPPEEEERR FFIINNAANNCCIIAALL FFIIRRSSTT AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1144,, 22001188 PPAAGGEE 33 OOFF 66 The Developer will construct a privately owned and maintained trail accessing the public trail along 210th Street. The Developer shall maintain the portion of the private trail to be constructed within the 210th Street right-of-way. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility, building and parking lot construction shall be from a single rock construction entrance on Keswick Loop. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS The Park Dedication requirement for the parent parcel has not been paid and will be satisfied through a cash contribution with the final plat. Keswick Loop is a Major Collector roadway within the Commercial zoning area and consistent with the City’s Subdivision Ordinance, the Developer shall submit an escrow for the future construction of an 8-foot wide sidewalk along the north side of Keswick Loop adjacent to the plat. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR Compeer is located within subdistrict SC-142 of the South Creek sanitary sewer district as identified in the City’s Comprehensive Sewer Plan. Wastewater will be conveyed via existing trunk sanitary sewer to the MCES Elko/New Market Interceptor and continue to the Empire Wastewater Treatment Facility. The downstream facilities have sufficient capacity to serve the proposed commercial development. Development of Compeer includes the extension of public sanitary sewer to serve upstream properties within subdistrict SC-142. The Developer shall dedicate the necessary utility easements and extend the sanitary sewer to the west plat boundary, consistent with the City’s Comprehensive Plan. Private sanitary sewer services will be constructed within the site to provide sewer service to Lot 1 and Outlot B. The Trunk Sanitary Sewer Area Charge was previously assessed to the parent parcels. The assessments have been paid and therefore the Sanitary Sewer Availability Charge will be not required with the final plat. The Lateral Sanitary Sewer Access Charge has not been collected and will be required to be paid with the final plat for the sanitary sewer along 210th Street adjacent to the plat. The Sanitary Sewer Connection Charge will be collected for the proposed building and will be required to be paid with the application for a building permit. CCOOMMPPEEEERR FFIINNAANNCCIIAALL FFIIRRSSTT AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1144,, 22001188 PPAAGGEE 44 OOFF 66 WWAATTEERRMMAAIINN Existing 12-inch public watermain is located along 210th Street adjacent to the parent parcel. The Lateral Watermain Access Charge has not been collected and will be required to be paid with the final plat for the watermain along 210th Street. Development of Compeer includes the extension of public watermain to the west plat boundary to provide water service to the adjacent properties, consistent with the City’s Subdivision Ordinance. Private water services will be constructed within the site to provide water service and fire suppression to Lot 1 and Outlot B. Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City staff with the building permit application and final construction plans. OOVVEERRHHEEAADD LLIINNEESS There are no overhead utilities adjacent to the parent parcel. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Compeer is located within subdistrict ML-7 of the Marion Lake stormwater district as identified in the City’s Water Resources Management Plan. Development of Compeer includes the construction of a privately owned and maintained filtration basin. The private filtration basin will be located on Lot 1, Block 1 and will treat runoff generated from the proposed subdivision, including the future development of Outlot B. The Developer shall sign a private maintenance agreement for the filtration basin and dedicate a maintenance easement over the basin area prior to City Council consideration of the final plat. The stormwater management design is consistent with City requirements. Following completion of the site improvements and restoration, the Developer shall conduct two double ring infiltrometer tests in the location of the filtration basin to demonstrate that the design filtration rates have been achieved. The Developer shall provide a security with the final plat to ensure that this testing is completed. The final grading plan shall identify all fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building Certificates of Occupancy will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. Compeer 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. CCOOMMPPEEEERR FFIINNAANNCCIIAALL FFIIRRSSTT AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1144,, 22001188 PPAAGGEE 55 OOFF 66 SSTTOORRMM SSEEWWEERR Development of Compeer includes the construction of a privately owned and maintained storm sewer system. The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and must be paid with the final plat. The Developer will receive a credit to the Trunk Storm Sewer Area Charge for deeding Outlot A to the City, consistent with City policy. The credit is based on the area of Outlot A at the rate of $5,500 per acre. The credit will be applied to the final plat cash fees. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the building permit application and final construction plans. RREETTAAIINNIINNGG WWAALLLLSS Development of Compeer includes the construction of a privately owned and maintained retaining wall. The proposed retaining wall will be located north of the parking lot adjacent to Outlot A. Retaining walls with a combined height greater than four feet shall be designed by a registered geotechnical or structural engineer and constructed in accordance with plans and specifications consistent with MnDOT requirements. A separate building permit from the City’s Building Official is required prior to the construction of the wall. The wall shall be inspected during construction and certified by the design engineer following construction. FEMA FLOODPLAIN ANALYSIS Compeer is shown on the Flood Insurance Rate Map (FIRM) as Zone X, which is not designated as a Special Flood Hazard Area (SFHA) as determined by FEMA. WWEETTLLAANNDDSS The wetland delineation for the site was conducted on 9/14/2017 by Anderson Engineering. Three areas were investigated, and two wetlands were identified within the project boundaries. There are no impacted proposed to the wetlands. The wetland and wetland buffers are located in Oulot A, to be deeded to the City with the final plat. TTRREEEE PPRREESSEERRVVAATTIIOONN The plan identified two significant trees within the wetland area that will be saved. The plan identifies restoring the areas around the wetland and stormwater basins with a native seed mix and plantings. The landscape plan includes planting 73 trees and 258 shrubs on the site. CCOOMMPPEEEERR FFIINNAANNCCIIAALL FFIIRRSSTT AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT MMAARRCCHH 1144,, 22001188 PPAAGGEE 66 OOFF 66 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. RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the preliminary plat, site plan, grading and erosion control plan, utility plan, and tree preservation plan for Compeer, subject to the requirements and stipulations within this report.