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15 <br />FIP 2'OS <br />936.1216 <br />FIP 4'OS <br />936.06 <br />PROPOSED <br />BUILDING <br />FFE=938.50FUTURE <br />EXPANSION18.0'24.0'18.0'8.5' <br />TYP <br />8.5' <br />8.5' <br />8.5' <br />10.0' <br />30'R <br />10'R <br />3'R <br />3'R <br />3'R <br />3'R <br />3'R <br />3'R <br />TRASH ENCLOSURE <br />SEE ARCHITECTURAL PLAN <br />EXISTING POWER POLE <br />LIGHT POLE-TYP <br />SEE PHOTOMETRICS PLAN <br />B612 CURB <br />& GUTTER <br />TYP-SEE DETAIL <br />3' TAPER TO <br />END CURB AT <br />EXISTING SIDEWALK <br />3' TAPER TO <br />END CURB AT <br />EXISTING SIDEWALK <br />CONCRETE SIDEWALK <br />TYP-SEE DETAIL <br />CONCRETE STOOP <br />SEE ARCHITECTURAL <br />& STRUCTURAL PLANS <br />ADA PARKING SIGN (2) <br />TYP-SEE DETAIL <br />CONCRETE STOOP <br />SEE ARCHITECTURAL <br />& STRUCTURAL PLANS <br />ADA NO PARKING <br />ACCESS AISLE SIGN <br />TYP-SEE DETAIL <br />TYP ADA PARKING <br />SEE DETAIL <br />HEAVY DUTY <br />BITUMINOUS <br />PAVEMENT <br />TYP-SEE DETAIL <br />LIGHT DUTY <br />BITUMINOUS <br />PAVEMENT <br />TYP-SEE DETAIL <br />LIGHT DUTY <br />BITUMINOUS <br />PAVEMENT <br />TYP-SEE DETAIL <br />LIGHT POLE-TYP <br />SEE PHOTOMETRICS <br />PLAN <br />CONCRETE STOOP <br />SEE ARCHITECTURAL <br />& STRUCTURAL PLANS <br />CONCRETE STOOP <br />SEE ARCHITECTURAL <br />& STRUCTURAL PLANS <br />CONCRETE STOOP <br />SEE ARCHITECTURAL <br />& STRUCTURAL PLANS <br />PATIO AREA <br />SEE LANDSCAPE PLAN <br />CONCRETE SIDEWALK <br />TYP-SEE DETAIL <br />CONCRETE SIDEWALK <br />TYP-SEE DETAIL <br />5.1' <br />6.7' <br />CONCRETE SIDEWALK <br />TYP-SEE DETAIL <br />9.7'4.4' <br />3' TAPER <br />3' TAPER <br />3' TAPER <br />FLAT CURB <br />TYP-SEE DETAIL <br />10' TAPER <br />5.0'5' PARKING <br />SETBACK <br />EXISTING SIGN <br />EXISTING SIGN <br />10' BUILDING & <br />PARKING SETBACK <br />10.0' <br />5' PARKING <br />SETBACK <br />5.0'100' BUILDING SETBACK <br />FROM EGG LAKE OHW <br />100.0' <br />EGG LAKE <br />OHW ELEV=926.66 <br />18 <br />212 <br />RETAINING WALL <br />TYP-SEE DETAIL <br />CONCRETE PAVEMENT <br />TYP-SEE DETAIL <br />0' BUILDING <br />SETBACK <br />0' BUILDING <br />SETBACK32.0'A TEMPORARY CONSTRUCTION <br />AGREEMENT/APPROVAL SHALL BE <br />OBTAINED FROM ADJACENT OWNER <br />FOR WORK ON ADJACENT OWNERS <br />PROPERTY <br />COORDINATE ALL CONSTRUCTION ON <br />ADJACENT OWNERS PROPERTY WITH <br />ALL PARTIES INVOLVED <br />61.4' <br />73.2' <br />MNDNR SHORELAND <br />MANAGEMENT MODEL <br />ORDINANCE 75' OHW <br />SETBACK <br />5.0' <br />ENTRANCE SIGN <br />SEE ARCHITECTURAL <br />N SCALE IN FEET <br />0 20 40 <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: 09 /16 / 2021 12:52 PMW:\2020\20499\CADD DATA\CIVIL\_dwg Sheet Files\C2-1 SITE PLANOUCKSL <br />CADD QUALIFICATION <br />QUALITY CONTROL <br />PROFESSIONAL SIGNATURE <br />SUBMITTAL/REVISIONS <br />LAKEVIEW <br />FAMILY <br />DENTISTRY <br />14475 FOREST BOULEVARD NORTH <br />HUGO, MINNESOTA 55038 <br />LAKEVIEW <br />FAMILY <br />DENTISTRY <br />14475 FOREST BOULEVARD NORTH <br />HUGO, MINNESOTA 55038 <br />08/13/21 CITY SUBMITTAL <br />09/03/21 CITY SUBMITTAL <br />09/16/21 CITY SUBMITTAL <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 Professional Engineer under the <br />laws of the State of Minnesota. <br />Project Lead <br />Drawn By <br />Checked By <br />Loucks Project No. <br />Trevor D. Gruys - PE <br />53706 <br />20499 <br />TDG <br />TDG/MDC <br />TDG <br />09/16/2021 <br />C1-1 EXISTING CONDITIONS <br />C1-2 DEMOLITION PLAN <br />C2-1 SITE PLAN <br />C3-1 GRADING PLAN <br />C3-2 SWPPP <br />C3-3 SWPPP NOTES <br />C4-1 UTILITY PLAN <br />C8-1 CIVIL DETAILS <br />C8-2 CIVIL DETAILS <br />L1-1 LANDSCAPE PLAN <br />L2-1 LANDSCAPE DETAILS <br />P1-1 PHOTOMETRICS PLAN <br />CONSTR <br />U <br />C <br />T <br />I <br />O <br />N <br />NOT FOR <br /> <br />NOTE: <br />EXISTING CONDITIONS INFORMATION <br />SHOWN IS FROM A BOUNDARY AND <br />TOPOGRAPHIC SURVEY PREPARED BY <br />LOUCKS, DATED AUGUST 13, 2021. <br />73 <br />23 <br />CIVIL LEGEND <br />Gopher State One Call <br />WARNING: <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS <br />OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY <br />COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF <br />LINES. <br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT <br />651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF <br />ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, <br />VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE <br />CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED <br />DURING CONSTRUCTION AT NO COST TO THE OWNER. <br />SITE PLAN <br />C2-1 <br />PAVEMENT TYPES <br />NOTE: <br />SEE PAVEMENT SECTIONS ON SHEET C8-1 OR C8-2 FOR <br />TYPE AND DEPTH INFORMATION. <br />LIGHT DUTY BITUMINOUS PAVEMENT <br />CONCRETE SIDEWALK <br />HEAVY DUTY BITUMINOUS PAVEMENT <br />CONCRETE PAVEMENT <br />SITE NOTES <br />1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED <br />AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL <br />SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. <br />2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER <br />CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. ALL <br />ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT <br />EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. <br />3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS <br />OTHERWISE NOTED. <br />4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS <br />OTHERWISE NOTED. <br />5.TYPICAL FULL SIZED PARKING STALL IS 8.5' X 18' UNLESS OTHERWISE NOTED. <br />6.ALL CURB RADII SHALL BE 3.0' UNLESS OTHERWISE NOTED. <br />7.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF <br />CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB <br />ADJACENT TO DRIVEWAYS AND SIDEWALKS. <br />8.SEE PHOTOMETRICS PLAN FOR SITE LIGHTING. <br />CURRENT ZONING:C-1 CENTRAL BUSINESS DISTRICT <br />PROPOSED ZONING:C-1 CENTRAL BUSINESS DISTRICT <br />PROPERTY AREA:0.85 AC <br />EXISTING IMPERVIOUS AREA:0.26 AC (30.6%) <br />PROPOSED IMPERVIOUS AREA:0.43 AC (50.6%) <br />SITE DATA <br />BUILDING SETBACKS: <br />FRONT 10 FT MINIMUM <br />SIDE 0 FT MINIMUM <br />REAR 100 FT MINIMUM FROM EGG LAKE OHW <br />PARKING SETBACKS: <br />FRONT 10 FT MINIMUM <br />SIDE 5 FT MINIMUM <br />REAR 100 FT MINIMUM FROM EGG LAKE OHW <br />OFF-STREET PARKING AND DESIGN STANDARD REQUIREMENTS <br />MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): <br />PARKING SPACE WIDTH = 8.5 FT <br />PARKING SPACE LENGTH = 18 FT <br />MANEUVERING LANE WIDTH = 24 FT <br />DEVELOPMENT AND DESIGN STANDARDS <br />EXISTING BUILDING = 1,957 SF <br />PROPOSED ADDITION = 4,360 SF <br />TOTAL BUILDING AREA = 6,317 SF <br />TOTAL PARKING REQUIRED = 32 STALLS <br /> (1 STALL PER 200 SF BUILDING AREA) <br />TOTAL PARKING PROVIDED = 32 STALLS <br />OFF-STREET PARKING CALCULATIONS <br />PROPOSED ACCESSIBLE PARKING PROVIDED:2 STALLS <br />REQUIRED ACCESSIBLE PARKING:2 STALLS** <br />**REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 25 TO 50 <br />STALLS <br />ACCESSIBLE PARKING <br />SIGNAGE AND STRIPING NOTES <br />1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS <br />SHOWN ON THIS PLAN. <br />2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS <br />HATCH LOADING AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN <br />WIDTH. <br />3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS <br />SHOWN, IN WHITE PAINT. <br />4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING <br />WHERE REQUIRED. <br />5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR <br />OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE <br />AND PAINTED YELLOW. REFER TO DETAIL. <br />6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE <br />PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM <br />CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM <br />DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. <br />7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE <br />NOTED.