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(3)-EXISTING COVERED <br />2,850 SF <br />BUILDING ADDITION <br />ADA PARKING <br />SIGN TYP-SEE DETAIL <br />TYPICAL ADA <br />PARKING <br />SEE DETAIL <br />CONCRETE SIDEWALK <br />TYP-SEE DETAIL <br />8 <br />8 <br />11 <br />11 <br />18.0'26.1'18.0'24.0'5.0'18.0'24.0'18.0'8.0'B612 CURB & GUTTER <br />TYP-SEE DETAIL <br />MATCH EXISTING FENCE <br />CONCRETE SIDEWALK <br />TYP-SEE DETAIL <br />RE-STRIPE EXISTING <br />PARKING LOTMATCH EX. CURB <br />MATCH EX. SIDEWALK <br />R 3' <br />R 3' <br />R 3' <br />R 27' <br />R 1'R 18' <br />R 42' <br />R 18' <br />R 42' <br />R 3' <br />R 3' <br />R 3' <br />R 3' <br />9.0'9.0'8.0'8.5'1.6'CONCRETE STOOP. SEE ARCHITECTURAL <br />AND/OR STRUCTURAL. <br />MATCH EX. SIDEWALK <br />ADA NO PARKING ACCESS AISLE <br />SIGN-SEE DETAIL <br />8' TAPER <br />FLAT CURB <br />8' TAPER <br />CONCRETE STAIRS W/HANDRAIL <br />2 RISERS. SEE DETAIL <br />EXISTING POND <br />NWL-908.85 <br />HWL-910.27 <br />3' TAPER <br />3' TAPER <br />CONCRETE PAVEMENT <br />SEE ARCH. FOR TRASH <br />ENCLOSURE SCREENING <br />LIGHT DUTY BITUMINOUS <br />PAVEMENT-SEE DETAIL <br />HEAVY DUTY BITUMINOUS <br />PAVEMENT-SEE DETAIL <br />RAIN GARDIAN-SEE DETAIL <br />RAIN GARDIAN-SEE DETAIL <br />4.0'5.0'PATCH BITUMINOUS <br />PER CITY STANDARD DETAIL <br />REPLACE CURB & GUTTER <br />PER CITY STANDARD DETAIL <br />REPLACE BITUMINOUS TRAIL <br />PER CITY STANDARD DETAIL <br />PARKING SETBACK LINE <br />5.0' <br />CONCRETE STOOP. SEE <br />ARCHITECTURAL <br />AND/OR STRUCTURAL. <br />50.0 <br />' <br />STREET ROW <br />PROPOSED POND EASEMENT <br />BUILDING SETBACK LINE <br />58.0'45.0'Project Information <br />© bdh+young <br />Sheet Title <br />Sheet Information <br />Job Code <br />Drawn By Reviewed By <br />DateD:\2017 Revit Local\A17_01070_St Croix Animal Friends_fiihrk.rvt2019-02-06 10:00:44AMOTTER LAKE ANIMAL CARE CENTER <br />6848 OTTER LAKE RD. <br />HUGO, MN 55038 <br />01486 <br />2019-06-07 <br />LOUCKS <br />7200 Hemlock Lane, Suite 300 <br />Maple Grove, MN 55369 <br />763.424.5505 <br />www.loucksinc.com <br />PLANNING <br />CIVIL ENGINEERING <br />LAND SURVEYING <br />LANDSCAPE ARCHITECTURE <br />ENVIRONMENTAL <br />LOUCKS PROJECT NO. 18615 <br />Issue Record <br />DescriptionDateNo. <br />12 Division St. <br />Buffalo, Minnesota <br />55313 <br />763-684-0000 <br />www.scottbuild.com <br />Printed Name <br />Signature <br />Lic #Date <br />Jonathan J. Donovan - PE <br />07/08/2019 44613 <br />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that I <br />am a duly Licensed Professional Engineer under the laws <br />of the state of Minnesota <br />CITY SUBMITTAL06/10/191 <br />7001 France Avenue South, Suite 200 <br />Edina, Minnesota 55435 <br />952-893-9020 fax 952-893-9299 <br />www.bdhyoung.com <br />NOT <br />F <br />O <br />R <br />CON <br />S <br />T <br />R <br />U <br />C <br />TI <br />O <br />N <br />CITY SUBMITTAL07/08/192 <br />N <br />SCALE IN FEET <br />0 20 40 <br />C2.1 <br />SITE PLAN <br />ZBM/MDC TDG <br />73 <br />23 <br />CIVIL LEGENDPAVEMENT TYPES <br />NOTE: <br />SEE PAVEMENT SECTIONS ON SHEET C8.1 FOR TYPE AND <br />DEPTH INFORMATION. <br />LIGHT DUTY BITUMINOUS PAVEMENT <br />CONCRETE SIDEWALK <br />HEAVY DUTY BITUMINOUS PAVEMENT <br />PARKING STALLS REQUIRED = 37 STALLS <br />EXISTING BUILDING = 3900 SF <br />PROPOSED BUILDING = 2850 SF <br />TOTAL BUILDING AREA = 6750 SF = 6750 / 200 = 33.75 + 3 STALLS <br />PROPOSED PARKING STALLS PROVIDED = 38 STALLS <br />36 - 9'X18' STANDARD STALLS <br /> 2 - 8'X18' ADA STALLS <br />OFF-STREET PARKING CALCULATIONS <br />PROPOSED ACCESSIBLE PARKING =2 STALLS <br />REQUIRED ACCESSIBLE PARKING = 2 STALLS** <br />**REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 26 TO 50 STALLS <br />ACCESSIBLE PARKING <br />SITE NOTES <br />1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND <br />INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) <br />AND STATE/LOCAL JURISDICTION REQUIREMENTS. <br />2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT <br />ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. <br />3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE <br />NOTED. <br />4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE <br />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.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF <br />CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO <br />DRIVEWAYS AND SIDEWALKS. <br />8.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. <br />9.SEE EXISTING CONDITIONS/EG RUDD SURVEY FOR BUILDING SETBACK LINE. <br />SIGNAGE AND STRIPING NOTES <br />1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON <br />THIS PLAN. <br />2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING <br />AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH. <br />3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE <br />PAINT. <br />4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE <br />REQUIRED. <br />5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS <br />TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO <br />DETAIL. <br />6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT <br />THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP <br />BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. <br />7.ALL SIGNS TO BE PLACED 12" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. <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 />Gopher State One Call <br />TOTAL PROPERTY AREA:1.51 AC <br />DISTURBED AREA: 0.80 AC <br />EXISTING IMPERVIOUS AREA:0.304 AC <br />PROPOSED IMPERVIOUS AREA:0.614 AC <br />SITE DATA <br />CONCRETE PAVEMENT <br />NOTE: <br />EXISTING CONDITIONS INFORMATION SHOWN IS <br />FROM CERTIFICATE OF SURVEY PREPARED BY E. G. <br />RUD & SONS, DATED JULY 1st, 2019.