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2022 ANNUAL BUS TOUR
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2022 ANNUAL BUS TOUR
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Last modified
10/13/2022 11:10:13 AM
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10/13/2022 11:04:58 AM
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FENWAY BLVD NORTHFENWAY BLVD NORTH416 <br />16 <br />11 <br />6 <br />16 <br />16 <br />16 <br />16 <br />16 <br />9 <br />14 <br />122 <br />22 <br />22 <br />22 <br />22 <br />11 <br />29 <br />16 <br />12 5 <br />161 <br />61 <br />POND 1 <br />NWL=924.0 <br />HWL=926.9 <br />BTM=918.0 <br />POND 2 <br />NWL=919.0 <br />HWL=920.6 <br />BTM=914.0 <br />FFE=933.0 <br />7 <br />24.0' <br />9.0' <br />TYP <br />18.0' <br />TYPB612 C&G (TYP.)24.0' <br />9.0' <br />TYP <br />18.0' <br />TYP <br />24.0' <br />24.0' <br />24.0' <br />24.0' <br />24.0' <br />18.0' <br />TYP <br />18.0' <br />TYP <br />32.0'24.0' <br />10.0' <br />24.0' <br />9.0' <br />TYP <br />18.0' <br />TYP <br />10.0' <br />CONCRETE SIDEWALK (TYP.) <br />MATCH EXISTING <br />BITUMINOUS PAVEMENT <br />CONCRETE PAVEMENT <br />ADA SIGN TYP <br /> SEE DETAIL <br />TYPICAL ADA <br />PARKING STALLS <br />SEE DETAIL <br />47.4' <br />47.4' <br />24.0' <br />9.0' <br />TYP <br />18.0' <br />TYP <br />24.0' <br />24.0' <br />24.0' <br />24.0' <br />24.0' <br />24.0' <br />24.0' <br />25.0' <br />5.0' <br />10.5' <br />B612 C&G (TYP.) <br />33.0' <br />PROPOSED SUBSTATION AREA PROJECT PROPOSED IN-PROCESSING BUILDING PROJECT <br />GRAVEL PARKING AREA <br />PROPOSED TRANSMISSION LINES <br />(SEE PLANS PREPARED BY OTHERS) <br />24' <br />TYP <br />5'R <br />5'R <br />5'R <br />5'R <br />5'R <br />5'R <br />5'R <br />5'R <br />5'R <br />5'R <br />5'R <br />5'R <br />5'R <br />5'R 5'R5'R5'R5'R <br />25'R <br />25'R <br />5'R <br />20'R <br />26'R <br />23'R <br />5'R <br />5'R <br />5'R <br />50'R <br />50'R <br />20'R 20'R <br />20'R <br />20'R <br />20'R <br />20'R <br />20'R <br />20'R <br />20'R <br />20'R <br />10'R <br />15'R <br />15'R <br />10'R <br />44'R <br />15'R <br />25'R <br />25'R <br />50'R <br />5'R <br />5'R <br />5'R <br />5'R <br />5'R <br />4.5'R <br />5'R <br />5'R <br />5'R <br />5'R <br />5'R <br />5'R <br />5'R <br />5'R <br />5'R <br />5'R <br />5'R 5'R <br />4.5'R <br />4.5'R <br />4.5'R <br />4.5'R <br />4.5'R <br />CONCRETE APRON <br />SEE CITY DETAIL <br />24.0' <br />PROPOSED <br />IN-PROCESSING <br />BUILDING <br />CONCRETE <br />PAVEMENT <br />FUTURE SOLAR <br />TRAINING AREA <br />FLAT CURB <br />FLAT CURB <br />18.0' <br />PATIO <br />FUTURE WIND <br />TURBINE TRAINING <br />AREA <br />PROPOSED FENCE <br />AND GATE TO <br />MATCH EXISTING <br />PROPOSED SUBSTATION <br />SEE PLANS PREPARED BY OTHERS <br />PROPOSED TRAINING AREAPROPOSED SUBSTATION AREACONCRETE SIDEWALK (TYP.) <br />POLE HEIGHT=85' <br />POLE HEIGHT=79' <br />POLE HEIGHT=70' <br />POLE HEIGHT=70' <br />POLE HEIGHT=105' <br />POLE HEIGHT=57' <br />POLE HEIGHT=43' <br />POLE HEIGHT=48' <br />POLE HEIGHT=55' <br />POLE HEIGHT=61' <br />POLE HEIGHT=62' <br />POLE HEIGHT=52' <br />POLE HEIGHT=64' <br />POLE HEIGHT=57' <br />POLE HEIGHT=61' <br />POLE HEIGHT=83' <br />POLE HEIGHT=57' <br />POLE HEIGHT=52' <br />POLE HEIGHT=52' <br />POLE HEIGHT=52' <br />POLE HEIGHT=57' <br />POLE HEIGHT=57' <br />POLE HEIGHT=66' <br />POLE HEIGHT=71' <br />POLE HEIGHT=52' <br />C ADD f iles pr epar ed by t he Cons ult ant for this p roject ar e <br />instruments of the Consultant professional services for use solely <br />with respect to this project. These CADD files shall not be used <br />on other projects, for additions to this project, or for completion <br />of t his p r ojec t by ot her s w it hou t wr i t te n ap pr ov al b y t he <br />C onsultant . With t he Cons ultant's appr oval, ot hers may be <br />per mit t ed t o ob t ain cop ies of t he C AD D dr aw ing files f or <br />information and reference only. All intentional or unintentional <br />revisions, additions, or deletions to these CADD files shall be <br />made at the full risk of that party making such revisions, additions <br />or deletions and that party shall hold harmless and indemnify the <br />Consultant from any & all responsibilities, claims, and liabilities. <br />PLANNING <br />CIVIL ENGINEERING <br />LAND SURVEYING <br />LANDSCAPE ARCHITECTURE <br />ENVIRONMENTAL <br />7200 Hemlock Lane, Suite 300 <br />Maple Grove, MN 55369 <br />763.424.5505 <br />www.loucksinc.com <br />Plotted: 08 /04 / 2022 5:38 PMW:\2022\22012\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 - SITE PLANOUCKSL <br />CADD QUALIFICATION <br />QUALITY CONTROL <br />PROFESSIONAL SIGNATURE <br />SUBMITTAL/REVISIONS <br />XCEL HUGO - <br />TRAINING <br />FACILITY <br />13620 Fenway Blvd N, Hugo, MN <br />55038 <br />XCEL ENERGY <br />414 NICOLLET MALL, <br />MINNEAPOLIS, MN 55401 <br />08/05/22 PRELIM CITY SUBMITTAL <br />Nathan W. Ekhoff - LA <br />Review Date <br />SHEET INDEX <br />License No. <br />Date <br />I hereby certify that this plan, specification or report was <br />prepared by me or under my direct supervision and that <br />I am a duly Licensed Landscape Architect under the laws <br />of the State of Minnesota. <br />52050 <br />Project Lead <br />Drawn By <br />Checked By <br />Loucks Project No.22012 <br />JJD <br />CEF <br />NWE <br />08/05/22 <br />C3-1 <br />C8-1 to C8-3 <br />C1-1 EXISTING CONDITIONS <br />C4-1 <br />C2-1 <br />L2-1 <br />L3-1 <br />GRADING PLAN <br />CIVIL DETAILS <br />UTILITY PLAN <br />SITE PLAN <br />LANDSCAPE DETAILS <br />LANDSCAPE PLANS <br />C1-2 DEMOLITION PLAN <br />C3-2 SWPPP PLAN <br />C3-3 SWPPP NOTES <br />L1-1 TREE INVENTORY <br />N <br />SCALE IN FEET <br />0 50 100 <br />1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN <br />ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL <br />JURISDICTION REQUIREMENTS. <br />2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA <br />STANDARDS AND LOCAL/STATE REQUIREMENTS. <br />3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. <br />4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. <br />5.TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED. <br />6.ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED. <br />7.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. <br />8.REFER TO ARCHITECTURAL SITE PLAN FOR BUILDING SETBACKS. <br />DENOTES CONCRETE PAVEMENT <br />DENOTES HEAVY DUTY BITUMINOUS PAVEMENT <br />DENOTES LIGHT DUTY BITUMINOUS PAVEMENT <br />SITE NOTES <br />PAVEMENT LEGEND <br />PARKING STALL COUNT <br />ACCESSIBLE PARKING STALL <br />2 <br />LEGEND <br />CATCH BASIN <br />STORM SEWER <br />SANITARY SEWER <br />WATERMAIN <br />STORM MANHOLE <br />SANITARY MANHOLE <br />HYDRANT <br />GATE VALVE <br />SPOT ELEVATION <br />SIGN <br />LIGHT POLE <br />POWER POLE <br />WATER MANHOLE / WELL <br />CONTOUR <br />CONCRETE CURB <br />UNDERGROUND ELECTRIC <br />CONCRETE <br />TELEPHONE PEDESTAL <br />UNDERGROUND TELEPHONE <br />UNDERGROUND GAS <br />OVERHEAD UTILITY <br />CHAIN LINK FENCE <br />BUILDING <br />RETAINING WALL <br />NO PARKING <br />UNDERGROUND FIBER OPTIC <br />SANITARY SEWER SERVICE <br />WATER SERVICE <br />ELECTRIC METER <br />GAS METER <br />TREE LINE <br />EXISTING PROPOSED <br />972 <br />DRAINTILE <br />FORCEMAIN 373PARKING SETBACK LINE <br />BUILDING SETBACK LINE <br />2 <br />FENCE <br />FLARED END SECTION <br />POST INDICATOR VALVE <br />BENCHMARK <br />SOIL BORING <br />3DIRECTION OF FLOW 1.0% <br />972.5 <br />WARNING: <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL <br />EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN <br />MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. <br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT <br />LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, <br />CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE <br />DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED <br />DURING CONSTRUCTION AT NO COST TO THE OWNER. <br />TOLL FREE: 1-800-252-1166 <br />TWIN CITY AREA: 651-454-0002 <br />Gopher State One Call <br />CALL BEFORE YOU DIG! <br />SITE PLAN <br />C2-1 <br />CURRENT ZONING:BUSINESS PARK <br />PROPOSED ZONING:BUSINESS PARK <br />PROPERTY AREA:1,226,373 SF / ±28.1 AC <br />PROPOSED BUILDING AREA:70,488 sf / ±1.6 ac (5.7%) <br />ALLOWED UP TO 40% <br />PROPOSED IMPERVIOUS AREA:514,677 sf / ±11.8 ac (41.9%) <br />ALLOWED UP TO 80% <br />SITE DATA <br />CODE REQUIRED PARKING FOR PROPOSED BUILDING <br />34,740 OFFICE BUILDING / 200 =173 PARKING STALLS <br />6200 TRAINING LABS / 500 =13 PARKING STALLS <br />TOTAL =186 PARKING STALLS <br />PROPOSED PARKING PROVIDED <br />EXISTING STALLS REMOVED =22 <br />PROPOSED STALLS =351 <br />NEW TOTAL PARKING PROVIDED =329 <br />OFF-STREET PARKING CALCULATIONS <br />BUILDING SETBACKS: <br />FRONT 30 FT MINIMUM <br />SIDE EQUAL TO HEIGHT OF BUILDING <br />(NOT LESS THAN 10 FT) MINIMUM <br />REAR 30 FT MINIMUM <br />OFF-STREET PARKING AND DESIGN STANDARD REQUIREMENTS <br />OFF-STREET PARKING SETBACKS: <br />FRONT 10 FT MINIMUM <br />SIDE 5 FT MINIMUM <br />REAR 5 FT MINIMUM <br />MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): <br />PARKING SPACE WIDTH = 9 FT <br />PARKING SPACE LENGTH = 18 FT <br />DRIVE LANE WIDTH = 24 FT <br />DEVELOPMENT AND DESIGN STANDARDS <br />NOTE: <br />EXISTING CONDITIONS INFORMATION SHOWN IS <br />BASED ON A SURVEY PREPARED BY CORNERSTONE <br />LAND SURVEYING INC., DATED 06/14/2022. <br />DENOTES GRAVEL PAVEMENT
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